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Permit B95-0360 - KING COUNTY METRO - SOUTH BASE WAREHOUSE ANNEX
City of Tukwila t 11/4 (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: Type: Category: Address: Location: Parcel #: Zoning: Type Const: Gas/Elec: Wetlands: Water: SEATTLE Contractor License No.: EMCASCI185J8 TENANT OWNER CONTACT CONTRACTOR B95-0360 B-BLDG ACOM 11911 EAST MARGINAL 102304-9066 M2 V-N WY S Status: ISSUED Issued: 09/25/1996 Expires: 03/24/1997 Type of Occupancy: WAREHOUSE Slopes: N Sewer: VAL VUE SOUTH BASE WAREHOUSE ANNEX 11911 EAST MARGINAL WY S, TUKWILA METRO ACCOUNTS PAYABLE SBANNEX-5432-50706-D50314, 821 2ND AVE, JENNIFER TOWNSEND 821 SECOND AV M/S 122, SEATTLE WA 98104 E. M. CASTILLO CONSTRUCTION INC. 14822 8TH AVENUE S.W., SEATTLE, WA 98166 WA 98168 SEATTLE WA 98104. Phone: (206) 689-5236 Phone: 206 242-9810 *************************************************************************** Permit Description: ADDITION. OF 5,050 WAREHOUSE ADDITION TO EXISTING FACILITY. TILT -UP CONCRETE CONSTRUCTION WITH STRUCTURAL SLAB ON AUGERCAST PILES. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1994 Valuation: 103,121.00 Total Permit Fee: 1,501.46 ***********,* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Permivt Center_Aut orized Signature Date q‘ famie I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. .I am authorized to sign for and obtain this building permit. Signature: _► �� +' -� � Date: q -gx-- S G. Title: es_ed Print Name: 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. ti CITY OF TUKWI k Department of Coi munity Development — Permit Center �. .iii w -r N , •,its _: 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 k 1908 fl!. (206) 431 -3670 Building Permit Application Tracking PLAN CHECK P OJECT NAME /vow NUMBER WP'%R_ k 5 A . DI�floA SITE A DRESS SUITE NO. • s `� 1 I MARE 1ILL tnj`I S INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. • DEPARTMENT': DATE IN REQUIREMENTS /COMMENTS BUILDING - O , CONSULTANT: Date Sent - 10,- Date ApEroved - I initial review jp. j -Ci6 t (ROUTEDL _ G y - 1 - &(9 I FIRE PROTECTION: Sprinklers O Detectors (l N/A FIRE ` �_.�� ' ' FIRE DEPT. LETTER DATED. 11 -15 INSPECTOR: INIT: t1I X PLANNING ING � . / ZONING: BAR/LAND USE CONDITIONS? (lYes (J No_ REFERENCE FILE NOS.: INIT:'tr 1 �(k MINIMUM SETBACKS: N- S- E- N/- PUBLIC / / / % UTILITY PERMITS REQUIRED? EM. No PUBLIC WORKS LETTER DATED: WORKS INIT -ril j p\pp. � PLO (")-a - q5. 0 OTHER INIT: — - � Ci TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final - inal review INIT: v N Dyes XNo t l'`i4 f (BUILDING / OFFICIAL INIT: REVIEW COMPLETED AMOUNT I CONTACTED l ,��• � ( � � DU o • 3Q , E' OWING: L.-�C� �l/ DATE NOTIFIED I - •5b- -Q (init.) to 2nd NOTIFICATION l BY: (Init.) —1, S' 3RD NOTIFICATION BY: init. BUILDINI PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT # DATE (206) 431 -3670 f [` qt.{ ._ d 3' BUILDING PERMIT FEE PLAN CHECK PLAN CHECK' FEE NUMBER I ( - - (� 0 BUILDING SURCHARGE APPLICATION MUST BE OTHER. FIL L'ED OUT COMPLETEL SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ ._-o- . 11911 E. Marginal Wy. S., Tukwila ° /C ) 3, /a/ PROJECT NAME/TENANT ASSESSOR ACCOUNT# South Base Warehouse Annex Addi•tio►i 102304 - 9066 -09 TYPE OF U New Building [ 1 Addition U Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Warehouse addition of 5,050 sf to existing facility. Tilt -up concrete construction with structural slab on augercast piles. BUILDING USE (office, warehouse, etc.) Warehouse NATURE OF BUSINESS: public transportation WILL THERE BE A CHANGE IN USE? Q No 0 Yes If Yes, new building requirements may need to be met. Please explain: Additional sE SQUARE FOOTAGE - Building: Fx 11948- 1 g"�' T1 ' Tenant Space: Area of Construction: 098 sf 5,050 sf WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIB:-E OR HAZARDOUS MATERIALS IN THE BUILDING? tg No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: . 0 Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER PHONE King _County Dept . o,t: MetroQod.tan Services pp ADDRESS 821 2nd Ave., MIS 122. Seattle. WA. ZIP CONTRACTOR to be determined by bid PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT Waterleaf Architecture & Interiors PHONE 34 - �� 0 pp 236 ADDRESS 1218 Third Ave., 111412, Seattle, WA Z 98104 IHEREBY C ERTIFY :THAT.I HAVE READ 'AND EXAMINED THISAPPLICATION AND KNOW THE SAME : TO BE TRUE AND CORRECT! AND 1: AM ' AUTHORIZED TO.`APPLY FOR; PERMIT.: BUILDING OWNER SIGNATURE 'DATE OR fiir, I l`'c'`�' - ��'- 10/23/95 AUTHORIZED PRINT NA Jennifer Townsend PH b l 9 E 5236 AGENT ADDRESS 821 Second Ave., M/S 122 CITY/ZIP Seattle, 98104 CONTACT PERSON same as above PHONE APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. {! BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall, expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 , :` : days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. 1f you have any questions about our process or plan submittal requirements, please contact the Department of Corti l.' • • : elopment Building Division at 431 -3670. DATE APPLICATION ACCEPTED ATE APPLICATION EXPIRES OCT 2 5 1" PERMIT CENTL 10/72,7; \kw ..s. y ;s; City Central Permit of Tukwila 'Application # 1)4 ,o too 44 �o/ ..'; S ( n Engineering Division a �fi -+ 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 rsoa .uO8 .. UTILITY PERMIT APPLICATION • <:PRO'J:EC:T:' ' <` Site Address: q 11 11 E. Marginal Wy, S., Tukwila, WA. • INFORMATION , Name of Project:Metro South Base Annex Warehouse Addition Property Owner: King County Department of Metropolitan Services Phone No.: 689 -5236 Street Address: 821 Second Av. , M/S 122 City /State/Zip: Seattle, WA. 98104 Engineer: Phone No.: Street Address: City /State/Zip: _ Contractor: project to go out to bid after permits have been Phone No.: Street Address: issued. City / State/Zip: King Cty A.ssessor Acct #: //_-q Contractors License #: Exp. Date: P:ERMITS < : D Channelization /Striping /Signing ❑ Sewer Main Extension ❑ Private ❑ Public < R EQ.UESTED: ❑ Curb Cut/Access /Sidewalk ❑ Storm Drainage . ' •' ' ' "' D Fire Loop /Hydr. (main to vault) - No.: , Sizes: ❑ Street Use O Flood Zone Control 0 Water Main Extension ❑Private ❑ Public tJ Hauling ❑ Water Meter / Exempt: - No.: — Sizes: El Land Altering _ 250 cubic yards Deduct ❑ Water Only ❑ O Landscape Irrigation 0 Water Meter / Permanent - No.: _ Sizes O Moving an Oversized Load ❑ Water Meter/ Temporary:- No.: _ Sizes: Est. start/end times: Estimated quantity: Date: Schedule: O Sanitary Side Sewer - No.: 0 Other: :;.WATER. ` >METER`!< Na N/A (addition only) Phone No.: :. `> >;: >> ;; :'REFUND /BILLING: Street Address: City / State/Zip: MONTHLY ;'''; ' ?i Name: N/A (addition only) Phone No.: SERVICE B ILLINGS ilt : >> :: Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTIO•'OFP.R;OJEC ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums E ] Commercial/Industrial • ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University OCT 2 5 1995 04 " '>'', . „ c" , tt : ' AA *Akfi**A * *A*A *•k:k•A *A•fir• * *A;•A**k*A•k• Ask• 1AhA• kA• F : 4•. 1fi• k *k lr•h•k*•A•kk••4 !t •A•h k •A4c * h GENERA 599.71 C. :TY t1r TuIcW]:1.. WA * ( •I EtErhlSMIT TOTAL 589.71 I ; y;.4 A k• h 'h*$: *;4A"k:A*;k1t•F, kA **a�*•k* *•.*fit'; h • k h*' kF*• k1.* A kh 11• *•klk•*• { ••h•kk •►•**tl*•* CHECi;. 589.71 'TRANSMIT Number : 94003152 Amount : 589.71. 10/25/95 12: t }E3 CHANGE: 0.00. j Pa Method: C11I1i.CIC Notation: METRO 1 n i W2Mif 7361A000 15 :36 t rmit Igo: 1395-Q3(O 'rope: li_ 131.1) 3 13UIL1)INt3 •PERMIT Parcel •No: 1O2.;3O4• -906f, Bite Addr e,Isa: 11911 Etas" •ARf.INAI.. WY a ,. W. Total Fees:. 1 This Payment 589.71 - Total ALL Pmts-. 389.11 Balance: 911.75 : *•A.i. **.A * *1 A* A**•+ tA*s kA***• k.• A* k• kc• h• A *A #•A **A *frA•A*•.A, Acc:ourrt t';cid e De s c:r t pt ion Amount 000'3 2.10 0 OUILOlhq 3dONItFG. 589.11 ; ; ,' • • • • ‘4,1*AhA*4*A*AA*.kk4.**kA*4**4***Ah**A*A**A—kk 4 e*ITAkA*k*kileA*A*k*A** . &A ,CI TY OF TUKWIL.A HA 10 n9 • TRANSMIT Ot*A**kkh**A.****A*A*AhAAirklAvir*WieW4*hArek**kA*A.kAhAkAkA***** 1RANSMIT 'Num,per: R9600403 Amount: 911.75 09/25/96 11:52 • Payment Metliod: CHECK Notation:, METRO init: MEV Permit Not 1390-0360 Type: B -BLDG BUILDING PERMIT • Parcel Na t 102304-9066 Site Address; 11911 EAST MARGINAL WY 9 Total Fees: 1.501.46 This Payment 911.75 Total ALL Pmtet 1.501.46 Balance; .00 , 4,/, Account Code Description Amount 000/322.100 BUILDING NONRES • 317.54 000/345.830 PLAN CHECK - 4Ol'RES 509.71 000/386.904 STATE BUILDING SURCHARGE 4.50 • • 3428 09/25 9617 TOTAL 911.75 M r • .t ... :i • ��'�''•.•} i . �` y ' .i '1. r .ia. r f.. ,•. 'iit..� .i. �'' t _ , fe w , 4 1 kjl*)* k* hkAA *k**A**•kkh:41cAk•AA*A*&*k.1 *.4 k•kkMhkkkhkh• *A►d*ki..*A. k.Ak•k CITY OF T•UKWILA,. WA rYA. eThIja. •1•t'ANSMII• Ahlt et• kk4A44*44**4* *Ah•kkhlk4hh•k.AkA * 4 4**4 4A4 :4kk *A•kA444*k•t•k4k4444k•k•4 1Rt :INSMIT• Number: R9600483 .Amount: 66.00 09/25/96 11:53 Payment Method: CHIICI( Natation: ME1RC1 In it: MEV Permit No: PW93-0335 Typ': PW»LA LAND ALTERING PERMIT Parcel No: 102304-•9066 Site Address: 119.1 EAST MARGINAL WY a Lc,cut ion': EAST SIDE OF FACILITIES MAINT. SOUTH BLDG /0 OF Total Fees: 66.00 This Payment 66.00 Total ALL Pmts: 66.00 UaIancet .00 ****• AA***•*• 1*** a* A*• 4* **itA•A * *A* *A *4• *A *•AA•.4 *4.A 44"1***444*k *444 *•A ** ** Account Code Description Amount 000/322.100 BUILDING - NONRES 43.50 000/345.030 PLAN CHECK -- NONIU S 222.50 p419,445 q 1 6 /quo 1 ti l., rsx , ;d ar �'�T;� }y . 1` -i : '' n+W 1 r72/';'?i /'R'r C ...,� • I �e kh. khA4 %*h***- kkhk*A *kh *khkk•kkk ** *hk *kA4*40hkk*A**kkh **Ahkkkkh•A :1TY OF TUI <WI LA. WA 5 ✓OlPt Tf2FiNSM11' 4A*k•kh•k ****%* kh khk Aksk****A kh*• A* hk* A: 4 *.khkh *A* *A* **kk4kz4Akaek *•A*** TRANSMIT Number: R9600483 Amount: 25.00 09/25/96 1i.:53 Payment Method: CHICK Notation: METRO Init: MI V Permit No: PW9 -033G Type: PW -HAUL HAULING Parcel No: 102304 -9Ot 6 Site Address: 41.911 EAST MARGINAL WY 8 Location: 11911 EAST MARGINAL WY S Total Fees: 25.0 This Payment 25.00 Total ALL Nits: 25.00 Balance: .00 FA.AAA *•A * * **** *. * ** * * ** *,k* * * *AA *h .k*roA * ** * *'h *h4 *fir * *•A * * * * * **s1!•*hA.h* Account Cade Description Amount; 000/345.830 PLAN CHECK UTILITY 10.00 000/342.400 INSP FEE - UTILITY 15.00 f af5 /cco v gTh Arfri kAkkii***k*hA CITY OF TUKWILA. WA M5 TRANSMI1 *AtchkA*A*kh*A***AkkA****k*OrAktrAA*****A*h*Akhork*44ftkA.44.*A*A*k**** 1RANSMIT Number: R9b00483 Amount: 25.00 09/25/96 11:54 Payment Method; CHECK Notation: METRO Init: MEV Permit No: PW95 -0337 rype: PW -SD STORM DRAINAGE Parcel No 102304-9066 Site Address: 11911 EAST MAROINAL WY S Location :-EAST 8IDE OF FACILITIES hAINT. SOUTH BUILDING 4 Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 A Account Code Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 412/342.400 INSP FEE - sroRm DRAIN 15.00 3445 09/25 9617 TOTAL 116.00 • ''''''''''''..;:.. '1. r il' './..: .■ ':.:1;/. VP. N1, " ti ... +) 1.' ., . i' ,'I`■: '1' • '' `,, t. 1,11, ' ,,,,,, , 0 1 , . .1, , .„ , , ,; . ,,,,,.. „, ; , , . , p. 1 ,. , . . . • , •. ..• 4°' ' . ; 6 , . , . . , . . • . 11 . . . . . , i . 1 • 1 • i , . GENERA 108.00 i 4 TOTAL T RAN s miT . . 108.00 ITY 01: TUKWILA, WA ' CHECK 108.00 CHANGE 0.00 Trilawspirr Number: 94003299 Amount: 100.00 12/0 1/9 01469en. 123 0435A000 1537 Payment Method: CHECK Natation: 11E.1'RO ACC'TS PAY. Init: MEV Permit No: PW95.-0349 .Type: PW -LA LAND ALTERING PERMIT . . • ' '-' Parcel No 102304-9066 . . . Site Address: 11911 EAST MARGINAL WY S • . '• . Location: 8 BASE ANNEX 0 SW CORNER OF FACILITIES MAINTEN Total Fees: . 108.00 This Payment 100.00 Total ALL Pmts: 108.00 • • Balance: .00 4 .. A*k*A44A***4* . i**A* 4 *A****ilk . k*.k****.A*A**A***A4***.A.*.k*A*A***A***h4: ccount Code Description Amount 000/322.100 BUTLPING - NONRES . 85.50 -.• '.• : :.7 i , 000/345.830 PLAN CHECK - NONRES . 22.50 ' . • • ,'' N - • . ;.4 . . . . , . , . . , . . , . . .• ::. .... :' ,"::::: .. . • . . . • , „ . : . .,. . . , . . . . • • .. • ..' '..:,-,-.':-.:':' ''):. . , .. • . , . . . . • , . . • , . . . , . . .. . . , • • . • " . . . . . .• . , •.,.. . .. . . . . . . . . • , . . . , . . , . " . ! .: ' ' ' . : ' l' ' :' : ' . ' ' ' . . ' .- ' . • t ' ' ' ; , .1 . ' ' ' ' ' :, .‘, 7 , . ' 0 , , ' ', : , 1 ... ' 4 :.:: ' . ' : 1 ,' . . . ' '' 'r. , ', C 1: S,:. : : : : , I ': . ' "::: ,.., t ;•.; ,,'•:::::, • , •■ ' ,,H, , ,:' , , ,, ' ,,, .,•;.,, ' , , ';', : *,, ;• ',''' '' % ' ' ' :`',.; "- ''' '-;• ''' ,''' ' ' .' '::'—'' :' '•',.... ; • — ''' :•:''' ":- '.' ''' '.' ::‘ •-• • : r '''; •'': • '; :, ' ,".>;',.• 4 *,:, ,: . ,r :: i '',.,:qii ::')',.,.: -:' ':.er •' ;.:: ' : '.,,!•, -'!&.:; . ',: i.',.'4 4,t cl 16 geiat.'s,Y=.Vii4;!.,.Wiai`;:.-!iej • July 17, 1997 8:55 AM From: Tom Regney Fax #: 481 3457 Page 2 of 2 C .. r � 9 ° (1 ) C ) fa THE GARLAND COMPANY INC. HIGH PERFORMANCE ROOFING AND FLOORING SYSTEMS 3800 EAST 01ST STREET • CLEVELAND. 01110 44105-2197 since 1 8 9 5 PHONE: (219) 941.7500 • FAX: (216) 641.0633 NATIONWIDE. 1.900.321.833o July 15th, 1997 Mr. Jeff Won THOMAS FIEGNEY, CSI Wong 19521 Filbert Drive METRO Project Manager Bothell, WA 98012 Phone: Bus: 1- 800.762.8225, Ext. 515 Rper (9n1;) 481.3407 RE: Roofing Project Completion Report Dear Mr. Wong, The following information is for the project close out and issuance of permit. Please let me know if additional information is needed. Project Name: Metro Maintenance Building C Addition- South Base Warehouse Annex Project Address: 111911 E. Marginal Way South Tukwila, WA 98168 Project Size: Approximately 5,050 sq. ft.. Type of Roofing System: Multi -ply, asphalt based built up roof with Fire Rated top surfacing and a granular surface. SBS modified asphaltic flashings. Roofing system, as pre- construction submittals confirm, meets all FM, UL and E -108 fire ratings for class A. Sinc rely, T omas J. Re ey, C 1 a Certified to 100 9002. 1994 by Omlther:, Natty A,aessmeht5 190 R4511et1o11 Nuni(,el 95.003 2. INSPECTION, RECORD L ' ' Retain a copy permit • INSPECTIO NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (26 0431 -3670 Pr ct: 7Type of inspectio d • ress: Date called: . g Special instructions: Date wanted: - �► .24 p.rn. LL s4" Requester: Awe-r, Phone No.: 2 2 • ICS 1 0 L Approved per applicable,codes. . I Corrections required prior to approval. COMMENTS: :1 jj • 1 j k G ` .. 31 .. {.. • r. Inspector: Dater 416, y i. J/. 1� c rr 1 $42.00 REINSPECTION,/EE'REQUIRED. Prior to inspection, fee must ? be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No.: Date: , b•- �t'Sr "` �r -;; �y rrc +:.. rs °.2;.>i �`• S !t±7tY r`$,".i�a rSL y G Y�w].;1`6ENt i"4 ¢S i 4t d'it kl t t$o'oaka dz b i+Y�4R�ttr3 ,dis,Laat ., .. .. ..,..� .....� 3.4 ._. - ,........„,,.,......,�,....�... ......_.a..._...._ ..._.__....._....,....._.W.._.. _ .._...........,....,-.,.... .s,...., «,.a.,w.rona.wasr.�vwsrr ;A : . INSPECTION RECORD , ., , , Retain a copy with perm ° 031.00v INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISIQN �l0• /7 /S 4. 6300 Southcenter Blvd., #100, Tukw WA 98188 (206) 431 -3670 r i a ction d re s: Type Date called: L`- EAsT Special instructions: Date wanted: - �5 " �t .'Etas To MEeI- yDl l x 1`1• p.m. I - . p L oA Requester: �Zt ..� Phone No.: z, 1 Z _ 9 $ 10 . , Approved per applicable codes. 1 Corrections required prior to approval, COMMENTS: ,. ,; ... r , • - i 1 . • ‘:',.:::',_,:;„•: i,..!',...',':‘,.;,,,,,,,,•:, ::::::',,,,,,41,:!:::::.,•,,fr.,:::,:-:.,,,,,' tp x I a. � r .�} „:::: r :::•‘•i., ' ^. 3 '” Inspeet : ,_ � Date: / (a , f I I $42.00 REINSPEC7ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite .100. Cali to sche reinspection. f , , "' 'of . Receipt No.: Date: • ''' Ymn'.�r1Crx i i? t4 ir':ik sli E'- At%1iQa44�V >.i....3 MIL .►v:.:_ . ! . : . .w_ .. _.._.,. _ • ' r INSPECTION RECORD / 3 C Retain a copy with permit ' I.,AS - D3lcr) INSPECTION NO. PERMIT NO, , • CITY OF TUKWILA BUILDING DIVISION .. ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4c' (206) 431-3670 • P RittP-0 - SCalil i3/6616 Type of inspectionf ,m mptiztolik.... 114y ... Date called: .....1 Special instructions: Date wanted: i 9 _ 1 arr , , ?Le-A Cika "ei T- • • i . 1.tc. we:E.:0s 9 . tvwci . , .. 5A 11:1 i \ (C / LA @ 91"M".• Phone No.: 2. 42 . I 1 Approved per applicable codes. i 1 Corrections required prior to approval. K COMMENTS: ' . 4) P/44-I 1 /21 el -e_r_17,47 :.; , ....1 ■ _,,„ ......" - ...,, , .., f. ,. .. 1 I I) Al° 4 or.....e. /0 ,e'::: Ii.,,,,,,(7: , . , , . : , .•,::: • ,, ,. . , • , 4 . ...y - - ..., . •:-: :,..,-. y,- ,,,, ., :. 4.; ,,,:-. ,,:-,., . • . ' ,,,,.....,.!, , 4., . , -...,.., ,. ...-.. .. ,..„, . : :....; ......-..., .; , .,-. ,..:: .., 4 .,.',-,.,...-,. c- ? • .. ..-•,.:,,,.,..,... ' ..... J . ; ‘.. ''.': i ' :.: ,,, ',.••:2 , , ,. '..s -.'• '; ' ., .1...-.." ' ' Inspectot) . Date: 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R eceipt No.: Date: ,,,, ;, ,::e; .,, , ,, 74:tt.or,.-:,: ,. ,,..,,,..,:,,, ' . ■ • r ,. : , ' ;' ''' ':,1 , :: ' ' ' .,' : ,: ' , ^ ' ' '' ' ■I' ' ., ' ; ''Ilk 1 Ve illelliAaihAaa...rtz•nden*,.1.1tre.•4•,.."...;-,t4.,.....,-, ....- .•_. _ ..... - .. —... t_ • INSPECTION RECORD , . f Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: ' ` ^ r Type of Inspection: tl�lJ1 r ' ` - Addres� (� � to called: � 1 na l (q II 1Y\c , na l wry Special instructions: Date wanted: • a,m. poq 5-033_ L.I p.m. P t1J q 033 Requester: W �S' - 033`7 Phone No.: b."1 Approved per applicable codes, I I Oorrectlons required prior to approval. COMMENTS: • . x i I Inspector: 1 ,{ � < Date: itt a c•�o�t ,fi 1z�t / �T 1 $42.00 REIN ECTION FEE REQUIRED. Prior to inspection, fee must ,be paid at 6300 Southcenter Blvd., Suite 100..Call tc „schedule•reinspection. xj ' i i Receipt No.: j Date: ' , ,� az.. t „., ip,,,!:,: ^' 'va.. n. ,..... ... _ ... ... ........•... '.r4 u.. ' �.4 _ ...i?tA � t ”. ..... _ .. ,, INSPECTION RECORD Rois -c)36 4 Retain a copy with permit L , INSPECTION NO, PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 44 (206) 431-3670 Sea WAg6t40(1-6r--- _ c0,11 ItitArz67/4/11 wq 5 Date called: 6 _ 97 Special instructions; Date wanted: - is Requester: Ve . i! rAo)) 171; Phone No.; 431 t 1 4pproved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS; "•' • A. 'A • • *, , , , • " • ' ". • .• • ', -• '• • • , • " Inspector: 41 51_ Date: S ( 9 " •"' ' . 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must' be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.; Date: .“4,14.1 - .., �... ,....... u...._.w- _..-- • �.... ..,.....- �..- ...... � _......._... _. ..« ......_.._.. ..... ..... ...... «..... .. ....... �««. �. �.... w. �-. �........r.. w. r.. a. o-. S� :r.xeuF'ir+u.t- ,+od�..,.;w:A. ti INSPECTION RECORD Retain a copy with perm i' -.�' • , 0 INSPECTION NO, PERMIT NO. E CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188% (206) 431 -3670 ;; t Pro ect• 131\96 v44261 Type of IRFActiQn: INstAt o , ` tI rgss _ A g6' hiiv-- w` is Date called: _ ) LI 7 pedal instructions: 1 Date wanted : _ is Requester: V?M WAR? R- ; ry: P hone No,: , P�. a! ; Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: t ;5 • i H. {i A a� 1 V r= tr.� . " Inspector: Date r J 5 � ` `' X � ' $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ;,, be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . ' r, , Receipt No,: Date: vb � , l,' =a5 4 { r i •? • i.. .... .__ _.,W .. _.. _ i....,.__..... .. ..,.. .._N.r,:� : •Y tASXylke±hiR4'.a " a . `... c... <. .. T ‘ , . • k -■ .. "'.. 7 "...."' INSPECTION RECORD 4 C2# 1 , / 0 Retain a copy with permit ib - 0avO : INSPECTION NO PERMIT NO, ▪ CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M (206) 431-3670 r 1- , Atrit4g ;)t w e f nspeO st,AB i trs e4 . ywainvit, vitt 6 Date called: 3 _ 2 g, • Special instructions: Date wanted: 5 _ i _ 9-7 411! le, •.t P.m. , •-• • Requester: lief.1,4 VJAP-NER- ., Phone No.: . I 46PL; I 1V9 -Q gm-AA. i-t 1 - sPz5z. t. j Approved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: A l /14/ Or").? $ ,i-.. • 7; 30 At 5gce2 ; e7?-, c de_. . 6,3,044- p, c No "'p"( ‘, (=, zj ,., . 126/61 7e4#402... iv ,?-7ypeet- • , be--/ - held 1 1-7 e,6/ )0 4,s44/ .. /4 .. ., 1, 1.- c4:04,i-ed ae,n.e../ L4 0 7 ( ^ , 0 ..„1..(re,e 4 ; ( S 11, Al { Ge4 ..e //gc • 4 d-W Alai , ', '&,. k..e., 6 01 eAdji, 6/i/fr • I ‘,4/V_S /Vee.t. • 77 1/ 6 Alte„4, /, n41- / al-tcr "eel o c..- 1 7 ., , • /-) = i gaci/..-- eCIO 5 C., 6‘ '. .4 _ . _ . . ., • Inspector: e.4.isz..„ Date:3 ,... 3 1 ,.... ,7 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedul9reinspection. Receipt No.: Date: :,:i, INSPECTION RECORD . ,. • , t Retain a copy with permit. ,i3q 6 -03(ffo . INSPECT! NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 isa, (206) 431-3670 of inspectioN ; , 331L iaal OtAge.,4Nalg„,.. t . '. lled: i'18‘eiN Date ca Ag Wq 5 2.- Special instructions; Date wantec _ WI ' en L-- ' po ,c g: DO A.M . Requester: + / Wi .5Pae• /Abp. Phone No.: I_ '23z. Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: % S ......' -,.. ' 1 4 C-A Pe.— 1 V.) SPLZeTtilt-- F-1[4:N=Nv.. i 1 C..) • l ,.., . ' • ,. c_7 ' : • ' , :.::`,,i' - `, -- ',.. '', -,:,-:.,',,','::-, :.:'-,,,-:'''.'', - 1.`- - -., , ';'"::: .., *:,,, .=-,—. . p. = ... . i , , ,,,. .,;;,:, ,,,,•-, -:....=',..•::, ' l', , 2 ,i., :,', ., .,.%:";",: i ...,...', ' : ,,,...::,,,,,' , : . :: :'"C : '' -; ' -;:':'-'). ';'),e':•-:;,./.1' .... .. ,' . , .. . ' ,*. ' 1 ,.' d' ", ; , ...4„ Inspector: . -' 0 .' . ,.. , ' 1 Date: q . . ",C ' , ' ". ,:: N ' ';, 74 . , . i :i''...4:4 , 4 ',„3."‘•;'} 7 .."%"',. . - " : 2 " : •"., ,''', 1 ."' - "-.•';,( . • . , ft , * • ;' ,','SY 1 ' '' ',: - !' " ,. ., 1 . , , : ,, ''" :", .: "•:,',,‘ ' - ri $42.00 REINSPECTION FEE REQUIRED. Prior to inspec on, fee must : ;, = ,, ., ,.. ..,, be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. R eceipt No.: - Date: ,,, 1 ; ,,, , ,,;4,4 , ,,r•I; oV1-■ ,:i.; - tr;” ,:?:.",,•"• ,', - , ' .•'+` 7 ',. ''''. ',' . •,;','r: `i ''' . ■ .0 ' i ‘.. '',',' , ' '1 ' :'...., :, : % `.. • , .4 Migiii . -#diftASSideLOPil . - • ...::: t' d.: 1 .l rt::. i. i. �a+ u.: b.... na. w...... n..... n.... m.+..«.,.......•....,..,.—..—........... �_.. �........ �......... o....•.......... ,.•...... w «..,.......w.,o,nwrwm»w,winnv «m c,rwG. . � .,. INSPECTION RECORD j Retain a copy with permit L) S` 4 n4 1_ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION «, x; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , (206) 431 -3670 ' Project: Type of inspectio F: Address: Date called: 1i9Ij F.i1\ \.W1. 1(2. 3 Special instructions: Data wanted: / .rc ` ii 2.3ig7 p.m. G�- " Requester ,' . ' hh am }f _ W Phone No.: Approved per applicable codes. F Corrections required prior to approval. • COMMENTS: - r.~z.■er+.. t r! spy c oi �, )- -v.. V6 *I i; 7 v, c � .. . , s d t s t - 0 I•i Citioa � . N r r y + 1 q F 3 ' ',. '',` . ' % ■' '., "'X' ; 0+ r in S i+ j !...i f: ! r fr yxr t Inspector: cf-� N, Date: f a " f ... v.,' .1 .1;1.' } ■r' x ., f .. $42.00 REINSPECTION FEE 'RE U IRED. Prior. to inspection, fee must .. A " I 'I, , : . ' be paid at 6300 Southcenter. Blvd., Suite 100, Call to schedule reinspection . ,,: r . . r . r Receipt No.: Date: fig, it : , .' '' y r. v ' ' f k r ' . r r i',L,•..o.[a.0 .. r:_ �.... S. 1.,1.E d&,.i. .1:JA4,bl.r: SYiBu....�!�,a ��.. r.,..7�:.as..s:'. L. .._.. s a.. {d , .+4y , , i 4 � 4 . : . S : t ,` r r 's...:•'..:,...;'..‘,/` .. r ` r t :, .. . ... .r. ... { w r ox r Iw ...s- ra..w+....•...+..ar.+r+u.. - ............_.......__....__..__- Mal INSPECTION RECORD Retain a copy with permit , f�c;._. ' , INSPECTION O. PERMIT NO. I CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 iki, (206) 431 -3670 Type of inspecti j ,� on ect: f e t . 4 14101.- . � C .s'I't� Project: Address: / / I Date called: 2 / / 7 : Special instructions: Date wanted: / 7 / / a.mm, ' t f 0 �,�„ Requester: \ Phone No.: ':, Approved per applicable codes. I I Corrections required prior tc approval. ..: .; , CO MENTS:. _f S srt4,•ro s G AI . T1■4 l:�n -�cRR f t►APJ f s 45,41) t . . i • 1 i e ;ay r,C ' ■ ' 1 Inspector: Dater f q `. `t S 1 ;r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must t ,, a be paid at 6300 Southcenter, Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date:. -. ‘; , s • I4,L1 ,, f i y J .< YJ . .. .....�h_7'1N�i"e i r h... �j 4. +' , 1 ' 1 S • ' INSPECTION RECORD r , Y, t Inspector: 6"/ Date: / a 1 Jr J � $42.00 REINSPECTION FEE REQUIRED. Prior to . inspection, fee must 't be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r , a,,,,,, d x r � �: .. . ie . Receipt No.: Date: r ,, , . ¢ , . ' }' a , ,, INSPECTION RECORD p ' 0, Retain a copy with permit f " 9 -6 • INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . (206) 431 -3670 ;: Project: A ■ , ! Type of inspection: /Yr6,71 t. Deft.'/•A`4. ti�'�G�, Address: / Date called: Special instructions: Date wanted: f } p .m. "cea , '''e.2CP4 -1 Requester: / 1' e " , Phone No.: : 6 I f Approved per applicable codes. I I Corrections required prior to approval. 1 1 'J , y r Y4 Inspector: Date: 76 ; ` t ` ' ; " „, 1 y / .1, I $42.0 • REINSPECTIO '' EE REO J IRE I , Prior to i nspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: n. — ......' Kl,. f. .4aEairibef3fikaormapigava�'"'�th. ....o:t.:...._._. _.z..,„,vr....,.a:m.w.. ,.......,.....,......,, ..........� ..............._..._ ,_............._....................-......+,. wcw.+.. wsa.: cm ,.,:-�,varltL•:5::.:ti:'k.;:kt ... t F INSPECTION RECORD i , 6300 Retain a copy with permit s INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION \ ' 6300 Southcenter Blvd., #100, Tukwila, WA 9818 ` 1 (206) 431 -3670 t. . q . Pr t: L b +' + i � � N Type of Inspectr taC W ' "� ¢ Address: r Date called: It 1(1 c.. /9 . (Ai (Ai') , �, Special instructions: Date wanted: ( r (z., I Z 4,, :m. fRequester: Vi O. Phone No.: t. [Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: dl aI Y t " wv ON) ,V T'f` Fc»Z C. +Mei -G 1 ) 1 J pC t4 kG01_- c i t°11: t ►J(, wax., . A .4 o 01 Cr gC�c.�s GTJG2. Vi T5 w-€ y ` t . f ,� v 10� el R . b e 7 0.u.�Sr 06 f sL • 1 , S r i . ! 'r 14: U t . y,;:‘, A f p sr e + Inspector: �!�✓ Date. /. L _ f $42.00 REINSPECTION FEE REQUIRED,: Prior to inspection, fee must be paid at 6300 Southcenter Bivd., Suite100. Call to schedule.reinspaction. '` ,+ , ` I Receipt No.: Date: l i r .. ' .' f t f4 e l a fit ' 1 : 1 i it4 'itta.i'sr.r ... . _ V'1414...S.• 4.4 AUfftai&IX. YittIrk.,. -.... 1.,.1.:LX..4.L•sG.,....--. • v. N , .......O. . . :I. INSPECTION RECORD gig', ,...26 0 Retain a copy with permit c, i. INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , ., 6300 Southcenter Blvd., #100, Tukwila, WA 9818: 1 1 p‘ , li (206) 431-3670 Project: Type of inspection: 5NA:Thotoe- W1436 AcNirsAK '... Address: Date called: 1 1 9 1 1 e. ytkAA.4.1. wy, II , . Special instructions: Date wanted: i 1 - /.5*-'7(...o P.m. Y. ii Requester: WI .seexiti,--,roet-4—riblj Phone No.: r‹,...P per applicable codes. 1 ] Corrections required prior to approval. $. COMMENTS: .,. 114S earIttO a- 1 IN\ p-vi\ V 0 KIC GE i esk i s 60 &I-t.z... /4 y'iteksi-m___L• ..: 4 -.. ,.. ' . , ,I. - • , : . 0 , • '• xi. • ■'., ;,. .:' ." ; • . i I :.,',, ' +,. "'".; '.; - ' %.,., ',- :;• ' -- , + 2:.; : '''' '',1 .). , (, 3 ; , . ..."' Pectcl • '‘'i `:'" '„''' ; .. ; ' ' A': ' ' ,• ', ' , :'"' ' 'i!.,' '..",... • ',"•;0 ..:. ,,./,..7 I '':...- , 4 ' 6 +4+■.' ' ' , ...... ,. • ' ',..: ' . ' ' ':,+ -,",' .., ' . Date: ..s. , f4. ,.. ,„; ,1,.;.. ,,Niko, . ; -,;,. ' 2 ,,,, ,, ' ' • 31 ' 1 71-1s: C c-LR--- ) . il / It ° ;:-;4:."''..',,, , ,...:,..f:, ,,, ...., ,; , ,. v r ....•,;,.::,..,,,,,,,, . ,,, ( I $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must • ,, y .! ::(,,.,„,, ,, , ; ,,,., . .,,, , ,.. , ,. ; be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • ' .;'',.,:-.-..: ,.. Receipt No.: Date: • :;;.';-,:' it!.:...01.,m1:''','::'''''''''.!..; [ . , , , - „ ,.,v;7•;;,,, ,- '. - ' '' :.' ;if ' . ',',,,. :.: -- . '''',4iA0Y.'-i.- , , ' ,, ,:41f , '4 •: ,,:;:■44''-' 1 _._,.......,.. _ 0,-- illi 4 . k IF' INSPECTION RECORD alli Retain a copy with permit INS - (ZOO 1 INSPECTION NO, PERMIT NO. I 1. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206) 431-3670 tlo : 111 41 t iiiee..— WAgeitli5e- AX TY riiVa s i Thi. ht-i rJc .!, Date called: , Aqvisst i664 , 7mAaim. Wki 6 Special instructions: Date wanted:i i _ I LA _ 91 gi_ Requester: v w 0 2... ., Phone No.: Li3 ... <3 kNipEe p., - 74 , 00A.M 54 per applicable codes. I I Corrections required prior to approval. ..', COMMENTS: . S e..7c..■ ( 1 0 5 9-t's-ck10-4 .. •Soc2044.71-0 (: 014 ..T...■*"" - St5 I LS e i Xi 0 ~ , ,,. .::■,',' ,,,,,' . *:I.,: Inspector: 4,06 Date: It /11 9 c l .. . I $42.00 REINSPECTION FEE REQUIRED. Prior to i ec nsp tion, fee must , , ,,,, ,, ,,, - ,., .,.: . ,, , ,, , , ,,, , : .,.. .: .. be paid at 6300 Southcenter Blvd., Suite 100. Call to sch reirispection. '. ! : , ' , ,- ;. .. : . = ., . ...... Receipt No.: I Date: 1: ' . * ',.., :,:-".' ,';':',"'''''',,,: ''',' • : " :' '':. : ''';.,.,-;., . •:''',-.: ?:', .', ' • ',„ , :` , . ' "i. %:, ' , .. '. l.r. +'Civu + uw.r.wu wn......u.H>...+. +.....:m. ... ........... .,.....�.....�,...,.,,......_.. ..._.w.....�.......eu u•a✓,n.nt�r.+: <:.`N,e NtMh1:Y: ?tl Mk INSPECTION RECORD ., .: Retain a copy with permit � . ' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ` y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '.� (206) 431 -3670 , $. Project: Type of Inspection: A_ /34_ / C am Address: Date called: Special instructions: o C Date wanted: //---‘ — ( 7 6 41 i 1 P. "1 Fv7' Aict.t.� Requester: i, �� y /f `Ft"i , :. (Pt( Nc,;,, / ' �!4' per applicable codes. I 1 Corrections required prior to approval. COMMENTS: , ; '. )C >r yam! F�1-��— in-at: e,, " : • /Q�,C.)- eX a 4-e-d el-7-1 % h,�e • 6.4„..114S____,_ •'' . ►� . , r I r Y •.;, ! � ° ,; , �r ;t ',1,-;',, q ,. 1 F t 1 ' .r� • Inspector: / Date ,. l L 1 r.I �! f Y' 5 ' ' ti ` 1 % ? H? 4j•t . I $42.Q0 REINSPECTION r EE R EQUIRED. Prior to inspection, fee must . I { be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspec '' Receipt No. 4 ? Date :: x y i � t w a.. _ _.1?knl.,t ?.,i6us Y .i 7MC.swakY.nl lu iii . <. *e,.t+.[ t 0,fm, i itil itat itkil t...a. o'i .. , 5�� �' '�4 1 'J{'A 4 ,' y '� !t ":,'�.ti'r (� w rfs + u.s.a1t?1' .[ . ,- • ° )t)%; Cit o Tukwila ., John W. Rants, Mayor ,y( Fire Department Thomas P. Keefe, Fire Chief ............... • `, ' • 4 ^ '• . ••'••• o - 71� • 1908 TuRWILA FIRE DEPARTMENT FINAL APPROVAL FORM s Permit No. 5 O3(• Proj ect Name fOV �1 �,� -c.. �1J' Ac c` " -, by Address \\ \ 1 Agk W`t ...S Suite # 5 , Retain current inspection schedule Needs shift inspection 2 Approved without correction notice i Approved with correction notice issued Sprinklers: —§"L-- Fire Alarm: Hood & Duct: Halon: Monitor: _ Pre -Fire: Permits: i Authorized. Signature Date 1'.. FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station :. 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206)575 • Fax (206) 57544139 .. . . .. .. . , . , . . . . _ . . .., . ... . . .. Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 17. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 18. A statement from the roofing contractor verifying fire retardant class of roof will be required prior to final inspection (see attached procedure). 19, All construction to he done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection, 21. All structural masonry shall be special inspected per UBC - Sec. 306(a) 7. 22. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con - strued to be :`a permit for', or an approval ot, any Violation of any of the' prov i si ons of the building code or of any other ordinance of the ,jurisdiction. No permit presuming to give authority to violate or.. cancel the provisions of this code shall be valid. f • CITY OF •TUKWILA Address: 11911 EAST MARGINAL WY S Permit No: 895- 0 Suite: Tenant: SOUTH BASE WAREHOUSE ANNEX Status: ISSUED Type: B -BLDG Applied: 10/25/1995 Parcel #: 102304 -9066 Issued: 09/25/1996 . k• k• kk• k*• k• k*k• kk• k*• k*• k• Q• k• k• k• kk• k• k• kk• kk•*•kk•kk**•k•k•kk•k•k.k•k.k.j A***.k./ , .kk*•k•kk*k•kk *kk•k* *•k*k Permit Conditions: 1. Temporary erosion control measures shall be implemented as • the first order of business to prevent sedimentation off- site or into existing storm'drainaqe facilities 2. The site shall have permanent erosions contra! measures in place as soon as possible after final grading has been completed and. to the Final Inspection. 3. It shall be. verified, in Writing to the City Utilites Inspector that the fire 'loop system for the: building contains.`a State Department approved : detector double check valve assembly. This shall be done prior "to the Final Inspection. 4. No changes will be•made to plans unless approved by the Architect or Engineer and the Tukwila Building Division. 5. Plumbing 'permits shall .be obtained through the Seattle -King County Department of P u b l i c ,Health_ Plumbing w i l l be.: `. inspected by that agency, indluding` all gas piping (296r-;4722) 6. Electrical permits shall be` obtained through the Washington. S,tat;e Divis.ion.,of. Labor and Ind(i::trie s and, all electrical'' work' will ' .be inspected` by: that agency (248 -5630) , 7, All . mechan i ca l work sha l 1, b.e.`under separate permit i s:ued .by' the.:,City of Tukwi;la.. 8. Al l ;`per.mi inspection records, ands apps ~o.ved• p lans shat l be; avai'lable::at the job site prior;`•to the.;_ :tart •,,of any ccn -.' str uCtion.. These documents are i to be maintained and avail l able until f.ina•l inspection approval is 'grated.,.:' 9. All structural concrete shall be special inspected Sec. { :30b(a) 1) . 10. All structural welding shall be• done `by W:A.8.0. certified welder.. and special inspected NBC - Sec. 306(a))1.. 11. All high - 'strength bolting. shall be special inspected (UBC - Sec. 306(a).6). 12. When special'., inspecti on Is requ i re.d • ei ther the owner,, architect or 'engineer shall` notify: the Tukwila Bui l`ding Division of appointment of the inspection agencies prior to the first building .inspection. Copies.of all. :•special inspection report_; shall ` be submitted to'. tie Building Division in a timely manner. ' 'shall contain address, project name, permit number and type of inspection being performed. 13. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 14. Readily, accessible access to roof. mounted equipment is' required. 15. Engineered truss. drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the 'seal and signature of a Washington State Professional Engineer. 16. Any exposed insulations backi,rig material shall have a Flame ,s I. / ap, '�v ' ' ; City Qf Tukwila John W. Rants, Mayor i `-µ♦' \ -'' ) " t ' •• ; 1 : , _ - Department of Public Works Ross A. Earnst, P. E., Director IC. '' 1908 - NOTIFICATION OF UTILITY P . RMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: OCTOBER 16, 1996 SUBJECT: Metro South Base Annex Facilities Hauling L 11911 East Marginal Wy. S. Project No.: PRE94 -031 Plan Check No.: B95 -0360 Activity Nos.: PW95 -0336 Contact: Mr. Jerry Porter Phone: (206) 242 -9810 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON OCTOBER 16, 1996: Permit Fee PW95 -0336 Hauling 25.00 Total: $25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file, Also attached are copies of the Certificate of Insurance and the Haul Route description. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 map ...........----.. ._. ----- ..,:.:.1 ".,,,,. -1 yr, 0 xrlviru' r11u "i °GrrCUlr°•rr 31'11110"1/6111; "Sat71i4;`S etiin v...< �,,......'...�,.-...,........ _ .,q:W • Life Cycles, Treadmills • Stairrnnsters • Nutritional R A D I S S O N HOTEL •1RST FAMILY DENTISTRY Counseling • Free Aerobic Classes • Basketball • SEATTLE AIRPORT 152nd, Burien . (2_06) 242 -4477 J Cuzzlar0 , Indoor Squash Track, Tanni ng, • Massage Rauqueth • all Free • Po Po rkIor ,. 17001 Intornationnl Blvd, S., Seattle (266) , Volleyb 'email, D.D.S. • In the Seahutst I'role,qi_�o�l�rat • Toll Free: (800) State Of The -Art Technology •r11riti`Rr• ring • Programs •. • From The R Hotels Collection 01 Fine Hotels Amalgam F Dentistry • I HEALTH FOOD PRODUCTS • RETAIL j RED LION HOTEL Care ve Care • Nitrous s Oxide xide Available • New elcom0 • Most Insurance Accepted • 0111ce THE G R A I N E R Y INC. SEATTLE Al R P O R T .Fri. Bran 5prn ° 18740 Pacific Hwy. Airport S. At Seattle Air 13629 1st. Ave, S , Butler' (206) 244-5015 • For Out-GI-Town Reservations: P (206) •Bosch Mixers • Grain Mills • Food Dehydrators • Juice (802) Extractors • Bulk Grains • Beans • Dry Milk • Raw Nuts •FAX: (206) • Dlled Fruits •Raw Honey • Vitamins •Herbs • Yogurt • 850 LUXURIOUS GUEST ROOMS • Swimmir DEPARTMENT STORES I • Cosm • Friendly Helpful Service • Since 1975 Hut Tub • Exercise Facilities • 3 Full Service Re • 2 Lounges • Meeting & Banquet Facilities JCPenney Co. Inc. HEATING - VENTILATING - ephono Shopping AIR CONDITIONING I LANDSCAPE lit Stores (800) 222-6161 JOHNSTONE SUPPLY NATURE'S WAY for Mall Store: 1200 Southcenlor 18205 Andover Park W., Seattle (206) 575-0755 LANDSCAPING/NURSE F Center Tukwila: (211(i) 246.0850 • FAX: (2116) 575-4171 10448 11th S.W., Seattle (206) ickup Information: (206) 575-3300 • Wholesale Supplier To Companies In The Area • Landscaping & Garden Design Contractor • lion: (206 248 -7350 • Bothell Location (206) 487 -3939 Flowers: Owner, Master Gardener, Also Spe ocorating Center: (206 246-0878 11715 N. Creek Pkwy. S., t$101 Native Plants • Free Estimates • Senior Discou apt.: (206 246 -2450 • FAX: (206) 487.1983 For More Intonnation • Proudly Serving the Al ludio: (206 246-0985 • Toll Free: (800) 626 -9732 1991 H5 65th Av S F6•F7 116th PIS D7 150th St S F3 -F6 182nd PIS 115 226th PI S ,B1,85,C1•D1,H5,K5 65th Av C7 -E7 116th PI Sw D2 150th St Sw F2 -F3 182nd S H3 226th St S F5 66th Av C7.E7,H7.17 116th S 04.05,07 150th Sw F2 182nd St S H5 -H7 227Th PI S J4 -J5, 15 67th Av D7 116th St S D4.05,07 151st PIS F6 182nd Sw 113 227th St S J5,1 15 67th 5 C7 116th St Sw D2 -D4 151st St F6 183rd PI 115 228th PI S Cl 67th A7 116th Wy S 05 151st St S F5-F6 183rd S H3 220th St S J5-J7,1 A5- B5,D5,K5 68th Av C7.D7,F7 117th PI Sw D2 151st St Sw F2•F3 183rd St S H5 229th PI S F5 68th S C7 117th St S 04.06 151st Sw F2 183rd St Sw H3 229th St S 81•C1,C5,05•E5,G5 68th C7 -F7 117th St Sw D3 152nd S F5 183rd St 115 230th St S F5 69th Av 07 -E7 1181h PIS D7 152nd St S F3-F6 183rd Sw H3 231st PI S 15 -J5 69th PI C7.07 118th S 06 152nd St Sw F2 -F3 184th PIS H5 231st St S C5.05 69th C7.07 118th St S D5,D7 152nd F2 1841h St S H3,H5•HB 232nd Ct S A1,A5 -05,F5 70th Av 07 -E7,J7 118th St Sw 02.03 153rd S F7 184th St Sw H3 232nd PI S 85,C1,C5.05,G5 -K5 70th PI C7-07 119th S D5 153rd St S F6 -F7 185th St S H5 232nd St S 81 70th A7,07,J7 119th St S D6 153rd St Sw F3 185th St Sw H3 233rd St S At 71st Av 07•E7,H7 119th St Sw 02-03 154th La S F5 185th Sw H3 233rd St St S Al- B1,85,C1,E5,K5 71st PIS K7 120th PIS D5 154th PI F4 186th Av S 115 234th PI S 05 71st PI C7-D7 120th S D7 154th St S F4-F5 186th S H3,H6 234th S i,81,B5,C1,C5•H5,J5 7151 St Se A7 120th St S D3.07 154th St Sw F2-F3 186th Sl S H3 -H5 234th St S K5 71st A7 120th St Sw D2 -D3 154th F3 186th Sw H3 235th St S B5 72nd Av D7•E7,H7 -J7 120th D3 155th St Sw F3 187th PI S H3,H6 236th PI S • Al 72nd PI A7,D7 122nd PI Sw D2 156th PI Sw F2 187th St S H5 236th S C1 72nd S C7 122nd PI D2 156th S F4 -F6 187th 113 236th St S •81,85,05,F5•G5,K5 72nd St Se A7 122nd S D7 156th St S F3-F4 188th PI S H5 238th PI S ,85,C1,E5,G5•H5,K5 72nd A7,J7 122nd St S D5 -D7 156th St Sw F2 -F3 188th St S H3.117 238th S A5,D5 73rd A7 122nd St Sw 02-03 156th St F4 189th PIS H5 2391h PI S F5,J5 74th Av D7 123rd St S D7 156th Wy S F4 189th St S H3,H5 -H6 239th S ,81,86,C1,05•E5,H5 74th PI D7 124th S 03.04,06.07 156th F2 189th St Sw 113 239th St S Al 74th 07 124th St S 04.07 157th PI Sw F2 1901h St S H3,H5•l-17 240th PI S D5 -D6 75th Av 07,F7 124th St Sw 03 157th F3 190th H3 240th St S K4.1 A6.86,E5 75th A7,C7 125th S 06.07 158th S F5 191st S 115 240th Cl 76th Av Se A7 125th St S 06 -D7 158th St S F5 -F7 191st St S 115 241st St S AI,A6,81,06,J5 -J6 76th Av C7 -E7,J7 125th St Sw D2 158th St Sw F2 -F3 191st St Sw H3 242nd St S I A6,81- C1,E6,H6 76th St Se A7 126th S 06 158th St F3 -F4 192nd S H3,H5 243rd PI S A6 -B6 76th A7,C7,17 126th St S D4.07 158th F3 192nd St S H3 -H7 243rd St S I A1.81 77th Av D7 126th St Sw 02.04 159th St Sw F2 193rd PI S 114 -H6 243rd ,A6,81,B6,D6 -E6,K1 77th 17-J7 127th St S 07 160th S F3 193rd S H4 244th St S 116 78th Av C7 -D7 128th S D5,07 160th St S F3 -F6 193rd St S H3,H54H6 244th A1,A6,B1,B6 -H6 78th A7,17 128th St S 03 -D7 160th St Sw • F2 -F3 193rd H3 150th Pt S H6 79th Av C7 -D7 128th St Sw D2 -D3 161st St S F5 194th Ct S H3 180th St A6.86 79th Al 129th S D6 162nd S F6 -G6 194th S H4 236th St S A t- 81,86,C 1,16 80th Av C1.97,117.t7 129th St S D4,06 162nd SI S F3 -F5 194th St S H3•H7 -A- C6 80th S E7 129th St Sw D3 162nd St Sw F2 -F3 194th Wy S 1 G6 80th A7,C7 130th PI S 05 -E5 163rd S F7 194th H3 Air Cargo Rd G4 -t B1•C1,C6,H6 81st Av 17 130th PI Sw E3 1641h S F7-G7 195th PIS 13 Airport Wy Al 81st A7,C7 130th S D7 164th St S G4 -G6 195th S H4 Airport Wy B6 82nd Av D7 130th St S 04.07,65 164th St Sw 02.03 195th St S H3 -H5 Airport Wy S Al 82nd S E7 130th St Sw E3 164th Si G3 • 196th PIS •._ 13.15 Alaska Service Rd Al,C6- D6,F6,K1 93rd St S 84 131st PI S E4 -E5 165th St S G3 -G4 196th S 13.14 Allentown A6•C6,E6,H6 96th S 83 131st S E7 165th St Sw G2 196th St S 113 - 114,13.17 Ambaum E6 96th St S B4 -C4 131st St S 05,07,64 -E7 166th PIS G4 196th 113.13 Ambaum Blvd H6 96th 83 131st St Sw E2 -E3 166th St S G3,G5 -G6 197th St S • 1344 Ambaum Blvd Sw A6.86 97th St Sw B1 131st E3 166th St Sw 02.03 197th 13 Andover Park E D6 -E6 97th Sw 81 132nd S E5,E7 166th Sw G3 198th S 13.15 Andover Park W Al 97th 81.83,C3 132nd St S 05,67 166th 03 198th St S 13.14 Angel S 81,86,C1,06,K1 98th St Sw Cl 132nd St Sw E2-E5 167th PI Sw G3 199th St S 13 Apple La B6•C6,E6,H6 98th • C2 -C3 133rd S E5 -E6 167th St S 03,05 199th 13 Aqua Wy ea_aa 00th SI Sw 'i o ) ia•i.,r CI c CA o7 1a7Ih arc,., nn n_a nAnu, c is Arrnwsmith Av ■ !� :•r DATE (MM/DD/YY) r•.; : : AC R . , ,PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION TYRISCO, inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 444 NE Ravenna Blvd. Suite 101 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. • Seattle, WA 98115 -6467 COMPANIES AFFORDING COVERAGE (206) 527 -6685 COMPANY A Reliance Insurance Company ti INSURED COMPANY E.M. Castillo Construction Inc B RECEIVED 635 S.W. 148th St. COMPANY Seattle, WA 98166 c COMPAN -, D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POUCY EXPIRATION UMITTI LTR DATE (MWDDIYY) DATE (MM/DD/YY) A GENERAL LIABILITY QB- 114 09/30/96 0 9/ 3 0/ 9 7 GENERAL AGGREGATE s 2,0 00,0 00 ni COMMERCIAL GENERAL. LIABILITY PRODUCTS - COMP, AGO S 2, 000,000 gal CLAIMS MADE I n r OCCUR PERSONAL & ADV INJURY $ 1.000,000 • OWNER'S & CONTRACTORS PROT EACH OCCURRENCE $ 1,000.000 11 WA S top Gap FIRE DAMAGE (My one due) S 50,000 1, 0 0 0, 0 0 0 MED EXP (My one person) S 5.000 A AUTOMOBILE LIABILI QA -114 - 183 5 0 9/ 3 0/ 9 6 0 9 / 3 0/ 9 7 COMBINED SINGLE LIMIT S 1,000,000 fl ANY AUTO AU. OWNED AUTOS ti BODILY INJURY SCHEDULED AUTOS (Per person) $ N HIRED AUTOS BODILY INJURY fl NON -OWNED AUTOS (Per accident) i PROPERTY DAMAGE $ I GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ■ ANY AUTO OTHER THAN AUTO ONLY: . • II ` EACH ACCIDENT i AGGREGATE S •s EXCESS LIABILITY QU 09/30/96 0 9/ 3 0/ 9 7 EACH OCCURRENCE i 1,000,000 A f,, UMBRELLA FORM AGGREGATE $ 1.000,000 3 OTHER THAN UMBRELLA FORM g 8 WORKERS COMPENSATION AND I ORY LIM I I ER r EMPLOYERS' LIABILITY EL EACH ACCIDENT S r— THE PROPRIETOR/ INCL EL. DISEASE - POLICY LIMIT S PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE - EA EMPLOYEE i 9 OTHER 1 DESCRIPTION OF OPERATIONS /LOCATIONS/VEHICLES /SPECIAL ITEMS The certificate holder is additional insured as respects: Contract T/M25 -95 Facilities Maintenance' South Improvements Project • . .. . 1.M ls,....:.....:..... r.:.:,•r•;:: •.v• CeERTIFI/RAA'�".. �( R �.J�. . u .:, .. w.> o- ...:.,•:r..'•: < +.::• >rrs:F:..:, ? s.; ,. . r. : >: .. >.. .>.. (.may yry��!Ffz.. r ::•r . r• ... � ..................................... n:•. .r.:...........n...:..:.nn...,. r..rYr.::...........•.... r.. .rr. n. .. ...r..... r.. r .:. • n' T.•}:" ::i....n.r.....:.......,.r } }... r...: }' { }r... .: r}., vf.:•n rv..:.'it• :. rx..:. .. .,... .. r .... ,.... •.•I• r.., n ••}'Y.•• v }'•• Yrr`• '�. •r•: ••:v...,. .,v ••. •... ... ,.n .:..,.•? }' }::.. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Tukwila EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL. ENDEAVOR TO MAIL. 6300 Southcenter Blvd. 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, t BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Tukwila WA 98188-2599 OP ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ' " AUTHIREIED=IVE acoRa � ,•::::.: •::.v::.v, :•,.c•::; • .. }r�•�'.'• }rs•: ? ??t: ??.. l..�.�.. t ::?•}}>:}:.>};:.>::•::::•.::<.::::.; r>:<?.;:.: r::::.:::.:: r:., .........................: r......:...::,,......... r... n...::: :,.r::::.:..,.:.:..:•: :::.:�:.� :.:::..:. o.�coR o # arinN':<1 iii • LIC } . E OR PERMIT BOND Bond N RE D 1032199 KNOW ALL MEN BY THESE PRESENTS: That we E.M. Castillo Construction, Inc. as Principal, and Redland Insurance Company , a corporation organized under the laws of the State of oWa having its principal office in Hartford, Connecticut and authorized to transact the business of Surety in the State of Washington , as Surety, are held and firmly bound unto The City of Tukwila as Obligee, in venal sum of Two thousand dollars and noilUUths (s 2,000.00 ) Dollars, lawful money of the United States, for which payment, well and tzui.y to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, joinly and severally, firmly, by these presents. WHEREAS, the said Principal has applied to said Obligee for a license or permit Right of Way Permit (Describe nature of license or permit) NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That it the said Principal shall indemnify said Obligee against all loss to it caused by said Principal's breach of any ordinance, rule or regulation relating thereto, then the above obligation shall be void, otherwise to be and remain in full force and effect. ?ROVZDED, TFE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the certiXicate, license, or permit issued to the Principal above named but not beyond _ ept , , 19 97 , or ten days after receipt by the Obligee of a written notice signed by such Surety, or it authorized agent, stating that the liability of such Surety is thereby terminated and canceled. Provided further, that nothing herein shall affect any rights or liabilities which shall have accured under this bond prior to the date of such termination. This bond may be extended for a further term by the issuance of a Continuation Certificate signed by the Surety. Dated September 27, / 19 96 E.M. Castillo Construction, Inc. Princip Redlands% urance • • = ny p e Surer 4,41111777- • Nary Z. - lY Attorney -In -Pact • RECEIVED .CITY OF TUKWILA OCT 0 11996 PERMIT CENTER execute in behalf of the Company, bonds, undertakings and other instruments of similar nature, and said officers may rename any l '"ti' 4'1: )^r;v. "r ; t� ;• :�^,"' .', 1 f. Z` �, 74;r '� :. -T t f.i �, s ,f; ."A;.''71` ~T' a1 /X; : K i i ir. �:'; 1. ( t b".:� t � li. ,:• •11� 1' � 's,t a .iD'u U,n 1, } _•tll�,d' t �. ,G w . 1't r J' y Itt.a sY�. !�b i t � i �'.w��n ✓ , ; fi / �,;�. � � u' a�' • � t:. ...,'1,;,',,i, s• w, �+{l} ✓. ')t.i".,e,1-€',:'F;',',., ; r,. r; i a , , A.. , '• >•r l M •.. , H. 1 � •I ��� , M���� � � f � L'r� AI � ^4 "F � r l � • i � } •' ^ ��11', �l �41,, ^� I ll�t •• 'J # w J " •.ri, �.1�' 7 .••{, s II•�' �.` � .' . � ; ���r�. '• f .. } `. ' ^., I . .., ,,w. /J , /A w� , w .ems + ,� l ,*.. • r� ^: � „: + ! */ :', l ,P,y' (r��.. • f . � /•. �. � � � ...i.'.F.:. _ .': -. ..•: \ ' � i � ! . .J` _l : . _S.i � _ L - -- �.. . ._I �, C ' i.r. ` j - • Y .•. " �::e :cs i ,�h.,',�'t f � i ' f i fi r.- -'- .-�•�.. - «r r rr - .r.� _ .....r��..._r+r. ...- ._.. --- �.. ---. -... +.� - -- . '� 'o°T 11 ), REDL INSURANCE COMPANY r" ••a; i x ‹. 11 R ED 103219 I;l�l� ,� ,>�,,{ POWER OF ATTORNEY ;.: r " "' ;t KNOW ALL MEN BY THESE PRESENTS, THAT REDLAND INSURANCE COMPANY does hereby make, constitute and appoint ::Yk ' - mt. Mary L. Faure' * Kara Skinner of Seattle, WA i R ' '''� ; its true and lawful Attorne in -Fact, to ake, execute and deliver on its behalf Suret bonds, undertakin and other instruments of /, , ; similar nature as follows: j ' '''. - y, �� all written instruments in an amount not to exceed $2,500,000 � :. > ,4 ) .,,,�� This Power of Attorney is granted and sealed under and by the authority of the following Resolution adopted by the Board of : ,�`�; • „,•, •, • , ,, Directors of the Company on the 18th day of October, 1993. ! �'--� ) • ' the President, an Executive Vice President or a Vice President be, and that each ' �� f '; � V , , "RESOLVED, that the Chairman of the Board, * 8 � .` ' ' ;� ,,1 of them is, authorized to execute Powers of Attorney qualifying the Attorney -in -Fact named in the given Power of Attorney to • N1:- • (61,1 .,;...K. 4 ; t• f,.. \ , ” �I. such Attorney -in -Fact or agent and revoke any Power of Attorney previously granted to such person. : i � • •.,;� ' "r4v i G II FURTHER RESOLVED, that an Assistant Secretary be, an th at each or any of them hereby is, authorized to attest the k s , • ' 'i execution of any such Power of Attorney, and to attach thereto the seal of the Company. ) • '% FURTHER RESOLVED, that the signatures of such officers and the seal of the Company may be affixed to any such Power of tj''�'..'• '- �vt; Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile ' ► facsimile ,: IN �.t 's signatures or fats a seal shall be binding upon the Company when so affixed and in the future with respect to arty bond, ' l1• , i s undertaking or instruments of similar nature to which it is attached." r' ) IN WITNESS WHEREOF, REDLAND INSURANCE COMPANY has caused its official seal to be hereunto affixed, and these : f'.�;+'• "" � t ''•�" ' ' presents to be signed by its President this 18th day of October, 1993. �' ?,',� ) ''` ; URA •i. t I. REDLAND INSURANCE COMPANY , c ` z l r , Attest: By ;,,° ', SEAL. ` ' . ;z 4' 14_1, • T PETER A. KNOLLA ‘:[$,,' ' ( ; �` Ii Secretary , 1 •;! F ,� �, Y JOHN P. NELSON (' .( President / '4 "� "; STATE OF IOWA ) i ) s.s.: Council Bluffs ' t. fiT. . ;J COUNTY OF POTTAWATTAMIE ) � .14.1-1,„ •_.. <) 6., , . : On this 18th day of October, 1993 before me personall came John P. Nelson, to me know who being by me duly sworn, did 1 °.•' ` . l fi+ ¢ " depose and say that he is President of REDLAND INSURAN n, CE COMPANY the corporation described in and which executed the ,. a = , `4 affixed 4 , above instrument; that he knows the seal of the said corporation, that the seal axed to the said instrument is such corporate seal; ' .: ""' ) t , ; 1 S,•',, } that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. • ; k ' l t 'L.- - .Z ' ^" 'I, , f, JEANETTE ALDREDGE / , I DI1 "` 4'• K MY COMMISSION EXPIRES .;:-.::171.- ('x.t * ,,* JEANETTE ALDREDGE j Aro ' .� ~ ; ,.+ NOTARY PUBLIC r M C Expires March 15,19% ' ..K!... : . I, the undersigned, Vice President of REDLAND INSURANCE COMPANY an Iowa corporation, DO HEREBY CERTIFY that ; l . t . m ,4.5...„:, the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore that the Resolution • ( y.!`r.'' q of the Board of Directors, set forth in the said Power of Attorney, is now in force. I;; 'F`)ti;r Signed and sealed at the City of Council Bluffs, in the State of Iowa, dated the 27th day of September . 1 9 96 • i !f ( C k e.4' 4 , I: O I L: 1:' i, ROGER D. STORUAHL I.° 3 Vice President , THIS DOCUMENT IS NOT VALID UNLESS PRINTED ON GREY SHADED BACKGROUND WITH A RED SERIAL NUMBER IN THE UPPER , t t d. I RIGHT HAND CORNER. THE BACK OF THIS DOCUMIINT CONTAINS AN ARTIFICIAL WATERMARK-HOLD AT AN ANGLE TO VIEW. '• (r S''' . IF YOU HAVE ANY QUESTIONS CONCERNING THE AUTHENTICITY OF THIS DOCUMENT YOU ARE URGED TO CONTACT REDLAND ' �' INSURANCE COMPANY AT C/O 80 OLD STATE HOUSE SQUARE, P.O. BOX 231496, HARTFORD, CONNECTICUT 06123-1496 OR CALL OUR I • I $ ' POWER OF ATTORNEY CUSTODIAN AT (203) 527.7806 ' . • 4 F p. 301 /POA /5/95 ', . r : O „.. `� 1 K -.4 ,4 ;n:;,;,,:. • • +a.^.,I. .. .,rt ,W•• ,4 .. W . I •Ya. ._� 1,» `,- •'.'-•,. .. `v �rrf 'P•.' s •� �'\r� ”. \\... f 'N•) °'' , d>.zs... :J.,. •...i...., .i• -, ti,....1.'�s§,+x,:i•'� '!...R' w1, .i ' A „t:)r`' ,,..,. 4;0 j.; ►„ .. +.'' :1.,.°' a.. "j, i ' �• cavri ;ri'•iR ? ;•' t 'vt?• . ;1k!w• ';t'I 4 t 4r- I V f, 1��{ e; t'll /'...,:tyo•r i+: + r r �►�'1 �.. ' iv - � - — i ✓ •t.s,. .s: ., . ��1..+�' . � 7 J/� •. .t,, �i �ii4 .. :W • �../` : �%�::i✓' t i11� ". 4 _ • • HAULING Permit No: PW95 -0336 Issue Date: 10/16:156 Status: I'S+SUEt Approval Letter: 10/16/1996 Parcel No: 102304-9066 E,•p ir•.y : 12.'15 :1996 Site Address: 11911 '. 1 EA T MARGINAL WY - - Location: 11911 EAST MARGINAL WY S Start Time: Bond Nu RED 1032199 End Time: TENANT METRO SOUTH BASE ANNEX WAREHOUSE Phone: (206: SBANNEX- 5432• - 50706 - 050:14, 821 SECOND AVE M/S 122, SEATTLE WA 98 OWNER METRO ACCOUNTS PAYABLE SBANNEX- 5432- 50706- D50314, 821 2ND AVE, SEATTLE WA 98104 CONTACT JENNIFER TOWNSEND Phone: 206 68 -5236 KING CO DEPT-OF, METRO SERVIi , 321 SECOND AVE, MS 122, SEATTLE WA CONTRACTOR E. M. CASTILLO CONSTRUCTION INC. Phone: 206 242 -9310 14822 8TH AVENUE -.S . W. , SEATTLE, WA 98166 4 k•k•k* k k'k'k-kk*•k k* **•kk•k* * * *'k *kk•k'kk** k kk k**•k * * *** k**** k k-4 *k k* 4* -k k* 4 4 4 4 k 4.4 * Plan Check Fee': 10.00 Ir spec:t ion Fee: 15.00 Other Fee: 'AO TOTAL FEES: 25.00 k* 44 A-4k'4*4'44r4k *'4k*k•4 k• k* k' 4. 44. 4k k' k* 4' k* k* k**' 4k*' k' k*k-, 4• k' kk• k'k'9'44kk4*k**-9 * *•k*kk-k•k44- 4'4 The undersigned hereby applies for permission to per - form hauling per attached map in accordance with the following conditions: I- Flagging, signing and coning shall be in accordance with MUTCD for traffic control, 2 - Contractor sha I l provide certified flagmen for traffic control: 3- Sweep or otherwise clean street" to the satisfaction of Public Work;s each night, around haei 1 ing route 'tno flushing allowed). 4- Notify city inspector before 12 :00 noon on t ida' preceding any:week; end work. 5- Permit ie va.li:d between the weekday hour:. of 7 :00 a.m. and 3:30. p.m. only. 6- Clean and remove debris from city catch` b.as i ns A n and.: around haul i ng routes'. 7- Provide adequate temporary access as not to i nterf e,re with other' vehicle movement or cause truck;_ to travel, over curb:.. 8- All vehicles must make complete stop prior to entering public right -of -way. k k* k k k* k 4*** k** 4•k* *'k k *.•k•k k **k•k k **,*** ** k'k**k•k *•k*•kk k* k **** *•k*'k*'k k'k .4.4 *k 4 ** k THE APPLICANT MUST NOTIFY THE INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 433 -0179' S i g n a t u r e : ! Date: 4 4 4 4* 4 k'k'k *•k *'k 4• k* k•k* k' k**' k' k' A *'A'W k*.k'k'k*** *k*'4'k* k***'k*•k *'k *'k*•k 4 k'k'A'**'k•k'k APPROVED FOR ISS iANCEE BY: JJS Q /J r Issued R��: ��C� Y '1. UGC' ibi I�qb Authorized Permi . Center Signature Date * **kk'k'k * **.kk' 94******* 44.4* 4. 44* k• k** kk***- k• k**' A49 4-A 4-k k*• k *•k *'k•k** * ****'k* **•4A*•k4*'kk I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date • • CITY OF TUI WILA Address.: 11911 EAST MARGINAL WY S Permit No: PW95 -0336 Suite: Tenant :. METRO SOUTH BASE ANNEX WAREHOUSE Status: ISSUED Type:'PW -HAUL Applied: 10/31/1995 Parcel #: 102304 -9066 Issued: 10/16/1996 k kkk• kk• k• kkkk• kk• k• k• kkkk• k• b** k kbkk* kkk• k• b**•- kk• kkkk• k• kkk• k kk-k kkk •kkkk Permit Conditions: 1, Any material s p i l l e d onto any , treet shall be cleaned up immediately. j.. i • B 9 03 60 ip � 14�v ' City of Tukwila John W Rants, Mayor ,,, �, Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: November 14, 1995 SUBJECT: SOUTH FACILITIES UNDERGROUND STORAGE TANK (UST) South Base Annex 11911 E Marginal Way S Project No. PRE94 -044 Activity Nos. PW95 -0349, PW95 -0350 Contact Person: Christy Sanders -Meena Phone No. (206)684 -1358 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON November 14, 1995: Permit Fee p►W g -034q Land Altering 108.00 THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. (This information consists of a copy of Certificate of Insurance coverage (min.•$1,000,000) naming the City of Tukwila as insured, a $2,000 bond and 5 copies of the haul route map). PL -03S0 Hauling $25.00 Two copies of the confirmed Utility Permit Application Form and . approved plan are included in the building permit file. JS/jjs Attachments a/s cf: PW Utilities Inspector (w /copy of application /plan) Development File (w /copy of application /plan) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 ' , _---- , ��lvt , ..wq . . City of TL2...wila Apt., :Ion # -- c: ._ r " o - '' �;2 ' ; Central Permit System - Engineering Division • W ` ?� •or , , 0 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 r _ ' - UTILITY PERMIT APPLICATION . PROJECT : Site Address: 11911 E. Marginal Way S. INFORMATION..... Name of Project: S . Facilities Underground Storage Tank (UST) Property Owner:King County, Department of Metropolitan Svcs Phone No.: 684 - 1336 Street Address: 821 Second Avenue, MS122 City /State /ip5eattle,WA 98104 Engineer:Roger Browne /Christy Sanders - Meena Phone No.: 684 -1358 Street Address: 821 Second Avenue, MS117 City /State/Zip: Seattle ,WA 98104 Contractor: To Be Determine by Bid Process Phone No.: Street Address: City /State/Zip: King Cty Assessor Acct #: Contractor's License #: Exp. Date: PERMITS < < : ❑ Channelization /Striping /Signing 0 Sewer Main Extension ID Private ❑ Public • REQU.ESTED : > . ❑ Curb Cut/Access /Sidewalk 0 Storm Drainage ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Street Use n o 03Li q ❑ Flood Zone Control pL,., qv " c3, ❑ Water Main Extension :Private El Public G w " - U El Hauling -To be provided by Contractor❑ Water Meter /Exempt: -No.: _ Sizes: 11 1 i W / cl .' ir E] Land Altering .650 cubic yards Deduct ❑ Water Only ❑ ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: ____ Sizes' ' ❑ Moving an Oversized Load ❑ Water Meter / Temporary: - No.:_____ Sizes: 1 Est. start/end times: • Estimated quantity: Date: Schedule: ❑ Sanitary Side Sewer - No.: El Other: UST Removal /Replacement WATER METER,:;:;:::; Name: Phone N TI i"'f''`F��1'�• DEPOS IV... REFUND/BILLING ". Street Address: City /State/Zip: MONTHLY•: : ;;; Name: - 77777.77177777975 " SERVICE:;';:'::.::::;:: ::: BILLINGS 'TO: .. :: . :*: .. :1 . : . : Street Address: City /State/Zip: TUKWILA CI Water ❑ Sewer CI Metro CI Standby t-'1.11:31 -tL wORhS 'DESCRIP.TION,. :PROJECT ❑ Single - Family Residential ❑ Multi.le -Famil Dwelling ❑ Hotel ❑ Du•lex ❑ Agartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums 13 Commercial/Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital 1210therPST Removal /Replace MISCELLANEOUS . I=I New Building ID Remodel/ Square footage of original building space: INFORMATION;::;: :; Square Addition Eootage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ I HEREBY CERTIFY TAA : i rk% D.THI PPL:ICATIONAND KNOW THE S AME TO BE TRUE AND CORRECT - Applicant/Authorized/ /� / Contact Person Christy Sanders - Meena A. :n i. n, rr- •j • ; e name): Print Name: Rodrick P . :o d Address:821 Second Avenue, MS 117 ' . Date:Nov. 7, 1995 Phone: 684 -1399 Seattle, WA 98104 Phone: 684 -1358 Date Application Accepted: ITY F TUKWILA Date Application Expires: ,/ Ay 01, A. I 1 Jv 04/22/92 ocakAIT C.FNTER NOU -22 —' 95 WED 15:19 I D: MEC — 12TH FLR __ TEL NO: C206) 684 -1900 • „___..;42$5 _ 2L • -. , 4. , _ Puget Sound nd Ali Pollution Registration No. 10341 g Z ) u `�' Notice of. ontr ®1 Agency Construction No. 6251 • 4. • ( ' i `•• ( `' i ' ' '' ” lT ' •- `'; HEREBY ISSUES AN ORDER OF•APPROVAL Date Noy ..7 1995 TO CONSTRUCT, INSTALL, OR ESTABLISH Stage 1 & 2 vapor recovery using Two System on one 6,000 gallon underground gasoline storage tank and one Vapor Balance Style Dispenser with Side Mount; equipment and installation as per CARE Executive Orders G - 70 - - (Stage 1) and G- 70 -52 -AM (Stage 2). BRUCE BORROW . • r MUNIC. OF METRO. SEA. (E. MARGINAL) ' . . . o MIMIC. OF METRO. SEA. (E. MARGINAL) W L 821 2ND A'VE MIS SF N 821 2ND AVE M/S SF •1 n • • C SEATTLE . • WA 98104 R SEATTLE WA 98104 A • N T ' INSTALLATION ADDRESS • MUNIC, OF METRO. SEA. (E. MARGINAL), 11911 E MARGINAL WV S, BLDG C, SEATTLE, WA, 98168 =LS ORDER IS LSSIIED SUBJECT TO 174E FOLLOWING RESTRICTIONS AND CONDITIONS 1. 'Approval is hereby granted as provided in Article 6 of Regulation I of the Puget Sound Air Pollution Control Agency to the applicant to install or . establish We equipment. device or process described hereon at the INSTALLATION ADDRESS in accordance with the plans and specifications on We in • the Engineering Division of PSAPCA, 2. Compliance with this ORDER and In conditions does not relieve the owner or operator from the responsibility of compliance with Regulations I, II or III, ItCW 10.94 or any other emission control requirements. nor from the resulting liabilities and/or legal remedies for failure to comply. Section 5.05(e) of Regulation I requires that the owner or operator must develop and implement an operation and maintenance (O&M) plan to assure continuous compliance with Regutadons 1, I1, and in. 3. his approval does not relieve the applicant or owner of any requirement of any other goVetamentr1 agency, 4. Pressure decay and back pressure (wet and dry) tuts must be conducted as per CARD approved was methods and submitted to PSAPCA within 30 days of equipment startup. • RECEIVIEL.r! , • . NOV 2 2 1995 • PURL C WORKS • • A /.L4 / / •1*' -. ��s -.,!f 'r'' ) �c t.> - A P. FCtr,.: _ Y C. VAUGH � % JAY M. WILLENBER>�i DENNIS J. McLERRAN Re Engineer Reviewing Engineer Air Pollution Control Officer • MFJ • Porto 50 -118, (1/91) 1'oet -ir Fax Note 7871 Da 1 °} ► / . • . 'To J04-4444,.. ,.. gPe4iG40� From (• k ' Co�Dep . - fruit —, 1 co. j . -C /41 i'.- c , Mona • ' 3 — / ` . J a Phone #6 r 1 Y I Fee* / _. 34 / Fax * + ! V_ '0 0 NOU -22 —' 95 WED 15:19 I DD: MEC — 12TH FLR TEL NO 0206) 684 -1900 ••_� _,142$5 _E,D1 1 . . .j Regisuation No. 10341 C - D • Puget Sound Air Polluuton 1925 Notice of. Control Agency Notice of . nn No. 6251 = "� pp .Ctt.• S••j1:''.:tilT• — ' HEREBY ISSUES AN ORDER OE•APPROVAL Date Noy. .7 1995 • TO CONSTRUCT, INSTALL, OR ESTABLISH j . ; Stage). & 2 vapor recovery using Two -Point System on one 6,000 gallon underground gasoline storage tank and one Vapor a Balance Style Dispenser with Side Mount; equipment and installation as per CARE Executive Orders G- 70 -97 -A (Stage 1) and G- 70 -52 -AM (Stage 2). BRUCE BURROW • • A. HUNK. OF METRO. SEA. (E. MARGINAL) ' : • ' o HUNK. OF METRO. SEA. (E. MARGINAL) L 821 2ND AVE M/S SF • N 821 2ND AVE M/S SF .1 E E. C SEATTLE. • WA 98104 R SEATTLE WA 98104 N T INSTALLATION ADDRESS . MUNIC, OF METRO. SEA. (E. MARGINAL), 11911 B MARGINAL WY S, BLDG C, SEA'T'TLE, WA, 98168 THIS ORDER IS ISSUED SUBIECT TO THE FOLLOWING RESTRICTIONS AND CONDITIONS i 1. 'Approval is bereby grunted as provided in Article 6 of Regulation I of the Puget Sound Air Pollution Control Agency to the applicant to install or J establish the equipment. device or process described hereon at We INSTALLATION ADDRESS in accordance with the plans and specifications on file in ■ ■ the Engineering Division of PSAPCA. ' 2. Compliance with this ORDER and its conditions does not relieve the owner or operator from the responsibWry of compliance with Regulations I, II or III, RCW 70.94 or any other emission control rpgttiterneats, nor from the resulting liabilities and/or legal remedies for failure to comply. Section 5.05(e) of Regulation I requires that the owner or operator must develop and implement an operation and maintenance (O&M) plan to assure continuous compliance • with Regulations I, II, and III. a 3. This approval does not relieve the applicant or owner of any requitement of any other gorernmental agency, 4. Pressure decay and back pressure (wet and dry) tests muss be conducted as per CARE approved teat methods and submitted to PSAPCA within 3D days of equipment startup. I • RECEIVE NOV 2 21995 . . • TUKWILA • . • , • PUBLIC WORKS • • A LitA ► / r k.. . ,*./, e.. ? — !J � ' i� " , �rL - P. K �.,..4.. — ;: "• Y C. VAUGH � , • JAY M. WILLENBERPr DENNIS J. McLERRAN i Re '-.!e ing Engineer t • Reviewing Engineer Air Pollution Control Officer MFJ :T Forgo $0 -118, (1/91) Poel -Ir Fax Note 7871 Uate `/ —y ' pa2oa' / . ' . . TO J 047044_ S 'a 4..ti ./G From / COJD '3`Uk .. i r( co. ' _C" / 44-9-771-0 of Phone [x. ....../00 0 Phone N e - 1 3 y P Fax* k — 36, t ? —" Fax* b cp 9i,_ / / Q Q I. . ,. 7 (. 1. .... ...... .. ._ ...., _..,... . . ._ ', .,,.... ....._. % . - - ... . ( ( \.... . LAND ALTEP:NG Permit N • PV95-0349 Issueo. ;2 1:1:15 i I . Status' ISSUED Aborova; ;erte• 12: 4 34/199'1: Project: S FACILITIES dS• E 05/9/1996 i Address: 11913 EAST MARGINAL le,i'i S i Location: S BASE ANNEx qi SW ''NE R OF 1 . 7 ACILITIES MAINTLNANCE SOUTH :. Parcel #: 102304-9066 Wetlands: • Watercourse: 10•3 Slopes: N 1 Contractor: License No.: i i TENANT METRO S FACILITIES US TANK PEPL . Phone: , :'06H584-1356 32i SECOND AVE t'1 122, SEAT1LE WA 98104 OWNER METRO ACCOUNTS *PAYABLE _ . i SBANNEX75432-50706-D50314. 821 2141. AVE, SEATTLE 4A 98104 CONTACT CHRISTY SANDERS-MEENA @ METRO Phone: (206684-1358 if 021 SECOND AV MS 117, SEATTLE, WA 96104 . *kl.A.4 Additional DeScription; . ' . . _ • 1 . . LAND ALTERING FOR UNDERGROUND TAM. REPLACEMENT APPROX, 650 CU YDS. THREE TANKS WILL BE REMOVED: A. ONE 10.000 GALLON DIESEL TANK 1 . 1 B. ONE 10,000 GALLON UNLEADED_ GASOLINE TANK . • •. 1 C. ONE 550 GALLON ENGINE OIL TANK. ONE-6,000 GALLON UNLEADED •GASOLINE TANK WILL BE , _ .- INSTALLED APPLICANT : SHALL OBTAINJTRMITSyROM ... PSARCA, DEPT ';F ECOLOGY AND THE FIREDEPTH- - . • . 1 • ' 4 ; ' ,.. Grading/Fill q*Yads)-Cut: :--: .: ' Fill,--- '650 Totil:'''' . _ _ PermitjFee , - ':-. ::- No: 000/322.i00! Plan CheCW:Fee: . " '• ,--:.-.AcOount No: 000/345,330 t Otheq: ', . Account No. 000/336:90i_ Tota %• 108.00 . .. - .00.'_-' I' A A * &kleifelek*A'A*,k * 4' l i , 4 ;* A:4 -A A WiekA4'444**kki:44,4ei.4 A' 4 Or * :44 *s. 4 * * 4 4 . 4 .444 A 4-4 4 4 44 A *4 k li '4' ' 4 •4 -A- 4 4 A 4 4 4 I hereby certify' that I have read and this permit and know* the same to be true and*: Al provisions of law and' ordinances governing this . work will be complied.with, 'whether specified hereii or,.liot, The:granting of . this permit doe:snot.presume to 3i ye authority to violate.or canel the provisions of an other State or local laws ocinstrucqien or the performance of work. I am authorized to sign for and obtain this Land Altering permit. This permit shall become null and void If the wori is not commenced within 180 days from the date of issuance,or if the work is suspended or abandoned for a period of ]80 days from the last inspection. • . ._ . THE APPLICANT TT T 41 ; THE CITY'INSPECTOR OF AND COMPLETION i OF WORK AT . ..E. '4 A10 IN - WACE. FOR AN INSPEC ION CALL 433-0179. Signature: 1 ATA.. . , IAP-4/,.... Date: / ve (?r * * •Pe * * * 1 — 4 * A ' A. * Iv lt 4 * .1. — * 41 14 4 4 — 14 it 4 4 4 * * , 4 4 * A 0. 4 4' 4 4' 4* 4*444**444444.44 4 .4 1, 4, , 1 * I ,p, 4 le 4 .{ .4 4 4-4 .4 le 'A 4 A 4. 4 4 APPROVED FOR ISSUANCE: JJS 0 i , . Issued By: VP Dare: litS°V Ve 01)1905 Authorized Permit. Center Signature , ..*** 4 ****A**41 , * 4, t - 404A*4 . 4.4-4.44:44.„A.#44,4+44,4k*4..wp...44.4k44.4k14444,4A4A10.4,.4.444.44. I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for thi.s project approved herein. . ( i WSPECI1R gl&KiFrnARe) . Final Inspection Approved By: , . , • • • • • C ( �.: t:IT,' OF TULWILA, Address: 1 1 9] 1 EAST MAPGINAL WY S Permit N':: W9 -C ;49 Suite. . Tenant: METRO FACILITIES US TANK REPL Status: ISSUED • Type: PW -LA A p p l i e d : 11/13/ Parcel #: ]02304 -9066 Issued 12/01/1995 k - k 'k A A' k A. •A k L A• A A AA 4 A• •k 'k A A 'A' A A .A ALA A A A A A A A A 4 4 L A A A A -L A• 4 4 A 4 A A 4 A A A 4 AL 4 A 4. 4 A 4 A• .A 4 A •4 A A A* A A Permit Conditions: 1. Temporary erosion control �mearur�e,ssh`all` be implemented a'_. • the first order of business to prevent sedimentation off - site or into existing drainage fact 1 ities. ?. H over 50� cv shal 1 ;reouire �appl ic.at ion to'r `.a HaU l ing Permit prior to -any a_s ciated .activity, 3. PRIOR TO FJ ML 'SIGN' =OFF, APPLICANT 'SHALL SUBMIT TO PUBLIC,, . WORKS COP:4 OF P::,APCAAND DOE PERMIT.':' . •,. 4, CONTRACTOR; 'SHALL`' FOLLOW., ALL DEPT. OF ECOLOGY >., PUGE T' "SOUr4G;: •.. AIR POLLUTION CON1'Rr:►L 'AGENC'4' ANCf FIRE DEPT. PLQUIF:CMENT':t : `':.: . . • • ) j / f� • ' .... , • t ' t t l '' f,: Y) f Jf i , t a t . « s ". • t . r . S %,.7.'-'''' .� l'', y S, ' t' � ::. ^ / f / :J . . \, X \, . t , , , } y r .: f . � t ' i , )F , n ° t w .n •` , t i t t, .";. f ,' j ,: t O S t fy . i , .. • : \ \ow. '-"' G.. � .,,,,..,�,..�... . ,. 3 4{4 ' ' r (� c i 4 � ..''''44, � t .0"4 4, ia .1. t 0 ; tt � , ,,, yr, `;,• • • • . . .. • • I rare Stamp .....�� ... . - . . -r. . _, O � \ 1 1 © King --- /t r i ? j i jij � ` ry t� rniltal No. I' Z' , III , j I 1 Date . ./_a7�S_/ .4,_ . • f.. " OCT 1 1 1996 � (. ; j Contract No. j //:/ � c}�— Resubrniltal CI Submittal/Transmittal ( . . : ;; ,.,•. J ( , •,. : . � � : � ,. � � _. • • • Previous Submittal No. Subcontractor or Supplier: z j -- ;_- z ) ' -_ � ��} cis c�i;. _ _ . -:/.%f � ' -- - This Section To This section to be completed by Contractor. E. M. CAS1I11O CONSTRUCTION, INC. Be Completed By hG.C- • Contractors Copies Review Item No. P/C Spec. Paragraph Cat. or Dwg. No. Description of item Subm. Action Doles Y> IVJ G UY 0C, _ / G ����;z/ /_%7r >� --- • l 1 ,,,,,,-• Legend — Review Action Distribution: By (Print) Date Contractor certifies to Review of Submittal. Verification of Field Measurements and Compliance with Contract Documents. I No exceptions taken rJ Initial Review Completed /' 2 Note marking LI B �� /A ‘1)?-,t-19 Dale,,U /V5 3 Comments Attached – ( � i / J Confirm E' Remarks: C / - : ,; r r' r l r;, • - - -� 4 1 Comments Attached – :: • ., ' I s ' ; : i ! ' r r I ; i Resubmit ❑ 1.'11.3 ` �' : Y s 5 Reject Li CT 23 ?.) - Engineering Support Group 4 r • . • P – Partial Submittal Final Review /10 f" a -2,-v ;. , : v r t vrt' : t : , i;i l ii_,E C - Complete Submittal , - Returned to Contractor - (•P / /61-4-,-f6, t t to Frond (My 3196) • 07200 /CEK ` ( BuyLine 1224 t Celotex® Blackore TM Foam Insulation Product Selector Chart "`. fiY.ifi�314`5irt+'r,Yis ••tit { t " rJ +sr {i V.1 fix' / .n; - t` .. „+.:. bI �' "y .. ,•„ .i t 2ti fi :+, "F� T . t� •f.4o r o. fi :W,' ter •: ,.. J,.. '' I c�iSC {fly: r L4 : �'ir. Y ' ^ f•. r,•. r•_,• y. ,. _ :,1��. :.1 �'y,,j77 H•:•�. 1:�•. ..:.l�.. i.i !'ail. fib' ;jc.. =r. ,s xi, .E 4,ri.�' rV i ,*; :lib; .1.'N' J . e 0 tli-41j' V n.'+ - ;•.. ` QP [1 qN T� r• yi.;, i t ':; ..:: �y v[+t IONS. -". t!'^ lt+ f. :4!�!1:1.��M1 1.,r, �n Yt {� �CC.f.....1�' .•F+�P1�fdg2��A f..:. '+Y �tlt_ > { `��'7L/ i tae.! ,;:hJ' .3 i2r .v- N 1i' M. ia:.:.... ..l.ics. 1. •vti'_- •V: },: r! ;44'r•7in «: .rA. Tuff-R Blackore'" Reflective foil facer one side. Black coated Highest Revalues. More durable to Cavity wall or perimeter insulation. Insulating Sheathing facer other side. Thickness W-2 :' withstand rough handling. Exterior sheathing, gypsum (Cavity Wall) Widths: 16" and 24 :' Must not be left underlayment. masonry walls. exposed. vaulted ceilings. Thermaxl Blackore Foil facers both sides, reflective one or Narrow widths for installation Cavity wall or perimeter insulation. Cavity Wall both sides, in 16" and 24" widths. convenience. Reflective surface can Insulation Thickness: W-4 increase Revalues of wall systems with air spaces. Plain Factory Finish Reflective foil facer both sloes. Large dimension reflective surface can Exterior sheathing, gypsum (Thermax Blackore Thickness: W- 4 :' increase Revalues of wall systems with underlayment, masonry walls, vaulted Sheathin ) air spaces. ceilings and solar collector applications. atin Finish White tinted toil facer one side: Least expensive non -glare finish. Exposed interior sine in warehouse and (9q) - reflective foil on the other sloe. farm buildings where functional economy Thickness: 'h " -47 is desirable: solar collector applications. e ax White coated and embossed foil facer one Decorative, wasnaDle finish: helps Commercial exposed interior side 7 Embossed Finish side: oiain embossed foil facer on the reduce noise in stanoing seam applications where a more attractive other side. Thickness: W-37 applications. appearance is required. 2 erm y Du Attractive: white coated ono embossed More durable, decorative, washaoie Interior exposed applications in industrial Heavty heavy gauge toil facer one side: reflective finish. or commercial puddings: solar collector Embossed rinisn foil on the other sloe. Thickness: 1/2"-3:' applications. • � I , •• �'7" I . so 4f'03.7!.'.i..\.t'r� 'Y' 413, : : * ;,4i 1.F:1:. e. �g.l'� r l 1 "r .ir •t fe te 1 �'%? . j r S , 't'?p .... ; :i ',n :. j � al .ti ^^a:yr, , i + . .; F : • r •ayr•r,. •.. •ti n. 10.! ,4 ; ; IV:1� ,3 Ir• ':.: 'f . :Vv. } .. .ir: •• �Elrf :a. ... t• + '0 1'} ti..`Ir '1 4r :" IIEa '.{ 4 { r •i 'a-T/' • fT ;1 X7 : ;7 r i '!. , ! i` �s+ 0..4 41.4 14 ; :"IP A �r -t .,•' OA' . Wi? �t�a +t 1 �,r r y�jtY� i erf rt s ':: . 5 dN ,+•. i ..Aifc+- ."�'r�,,ti..:va•..i�'' :rw -a�. k ;t>t�.:'t i. � ;• �:f, Nominal Board Thickness 1/2" W 3/4" 7 /e 1 4''1 &" 1" 11/4" 1 " 1 V 2" 2W 2 1/2" 2W 3" 3 "W' 31/2" 3W 4" 41/4" R -Value at 40°F i Mean Temp. 4.8 6.0 7.2 8.0 - 9.7 12.3 14.5 16.9 19.4 - - - - - - - - - R -Value at 75 °F Mean Temp. 4.3 5.4 6.5 7.2 - 8.7 11.0 13.0 15.2 17.4 - - - - - - - - - System R- Value" with 3/4" Air Space 7.1 8.2 9.3 10.0 - 11.5 13.8 15.8 18.0 20.2 - - - - - - - - - J ', /rr: x:?, .', '+�fiC ; ; Ali '41;e' A X�.'• .v41 r.. tt Y;;;.: . .';.$ ,X.y "M'' It •/' ;(° °,.. !4;. `a. r;_ F tF. ' i:.� f nr h1.1- j. A t:s ^ ' Ct se' a'7 / fy''li! r .1` t •er.• i- -r .. , ,t.-i c,,t-y,,::414' , f ' :el 'i eh p, + v I { i - h ., 1' 1 ���,s, • � .tt, rt.r +' +i, ` - t ..�� Y w 7�F S1Iri N .. H +i" -`'t • a'��•: [>v��i1 ` E!x�:ifSl '�,�..�'�v. a -'t y ` � 'S . ,Z, ; ;��,�cn ; h. R + 4 i'''s 4 • . �. rr Nominal Board Thickness 'rf" W 3/4" T/a" 1 4 , 4" 1" 1W 11/2" 13/4" 2" 2W 21/2" 234" 3" 3W 3 33/4' 4" 4 R -Value at 40 °F Mean Temo. 4.4 5.6 6.7 - 8.0 8.6 11.1 12.5 15.0 17.1 19.2 21.1 24.0 25.7 27.8 29.9 32,0 34,2 36,3 A-Value at 75 °F Mean Temp. 4.0 5.0 6.0 - 7.2 '.7 10.0 11.5 13.5 15.4 17,3 19.0 21.6 23.1 25.0 26.9 28,8 30,8 32.7 System R -Value witn 3/4" Air Space 6.8 7.8 8.8 - 10.0 10,5 12.8 14.3 16.3 18.2 20.1 21.8 24.4 25.9 27.8 29.7 31.6 33,6 35.5 Thermal resistance P- values of Celotex Insulation 6aara are oaseo on Guarded Hot Box tests conducted in accordance won ASTM C236 on full•Slrea proouc16 aced over two years. Proou: IMcxnesses are nominal and are provimer for resign information, For R•values at Wier mean ternpentures. consuls Cetorex. • Tuts -R Blame insularinC Snealhing muss not be 'en exposer. •'The system Revalue is Ire armed R•vaiue caicuiateo wren the bright aluminum foil surface is instaiieO next to a ve air space in a wail. The product Revalue at 78 mean temperature is then added to the air space R•vaiue of 2 77 trounce° 2.81 to yrela Isis system 11-value Tnis information horn the ASHRAE han0000c Fundamentals is provines to assist resigners 01 residential construction to comply with Federal Trade Commission reduirements TYPICAL PHYSICAL PROPERTIES SHORT FORM SPECIFICATION TUFF•R SUCCORS THERMAX BLACKORE INSULATING SHEATHING INSULATION BOARD Celotex Blackore Insulation Board for installation in Properly of Foil Faced Boars lest Malaga lest Monica as shown on drawings or specified herein shall comply with Densth !ASTM D 1622 ltrom,nat2 pa I AST;t D 1522 'Nominal act Federal Specifications (HH -I. 1972/1. Class 2 and snail pe Ther- iwarwporlansTas:r IAS1M SOSIDessiae; i� 03 AST ;!E2 ioeos'wr {esstnan 63 As Permeanct. in-t "ns Ihtetnoot i max Blackore Insulation Board) (H-1-1-1972/1, Class 1 and IMetnodl I shall be Tuff•R Blackore Insulating Sheathing) with (see Selec• (FiexuralSirenc: ".r Cs' I ASTM C203 i Mote roan 4C 1AST1a2233 I Mort tnan40 tor Chart) finish as manufactured by The Celotex Corporation ■ 10 temC hint I -50'F to - t90'a ' I- 100'Fto - 250•F The nominal insulation thickness shall be size shall be " x 7 Aged ther- Compressive Siren -;r ASTM 01621 20 mot IASU4 0 1521 20 min g Tnic "ntaaDirectior Cs� I 1 i mat resistance (Revalue) shall be R.R-___ at °F mean UCUir Water ADsmraOn as IASTM C 272124 MO2' 10.31. ASTM C 272 (24 now 0.3 +. temperature. CELOT_X BLACKORS INSULATION BOARD Percent Increase bo umc Basis iResuhs Broom as ;e• IPesutts Room as Pet I ( SHALL BE LNSTAL:.ED IN ACCORDANCE WITH MANUFAC- tASTM c s78. laoit 1, f IASiht C s7E Toole 1. TURER'S RECOMMENDATIONS. 3 Review of Contractors Information Comments 7 11111111.11.111.11.1m 7 Engineer's review is for general conformance with the design / �� 'fi F - ; . 7 7 . � tG7 7/ :_ f/ concept and contract documents. Markings or comments shall 7 °� _ not relieve the contractor from compliance with plans and _�iJ/ j f!1 /� 1�,hvsS" �c?��`� ?/ ? .. .. , specifications nor any requirements of the Contract Documents. GPy !,G k1 a - 7 , i7I-V _ _/ The Contractor remains responsible for details and accuracy, h / _ ,7i J 7 � { j G77 `- for confirming and correlating all quantities and dimensions, for / selecting fabrication processes, for techniques of assembly and , Gi /f2�Z--' Zf `77 . for performing his work in a safe manner. ! �! / / - 7 Engineer's Review Routing Initial Date 4 r C ,2(2---ino• 4 I ."---. - 4 , . . . _ A — - /- - 7— . - J f4o Exceptions Taken �� L7 _!7.---i 7 - -_ /4=-/ .- � ---- i�.�� Mote Markings �L _` T J � / �-- : - ; 3, S -1%/.727/ i l' 2 ../ / // -4r.:- / --0 . . . --di') ,5p A2.----7 i v/ ›c..-?.7-7--- Rejected r ❑ v_ -- �____- ` Comments Attached - ._.____- _._. - -._ Response Required of Contractor Construction Division Use Only — -- - -- - - — - -� - -- "- - / Confirm [] Reviewed Copies To: Date Constr. Division Files --- . -__ -- Resident Engineer Contractor Pro'. Eng_ Resubmit C / bs i/ /hGf_ _ __ fry - 1 t 10 Bad, (lie. 3/96) .r'' ■ - -' _ . a s iersnw s sus «.. .- ..,,�...�..n. ?- t' ....`.'. ° ":z:,_. <2.ti.._. •:, ,..r .w.,�..►-- - - --__ ._ —.— . - .__. - _...._.._.. . . - - . . ._.. INSULATION HANGERS t . -� �_'v' SELF-STICK INSULATION HANGERS � Y4 r PLATE 1 SPINDLE (SPEED CLIPS LENGTHS 1 TEMPERATURE RANGE 2" x 2" 12 gauge Different 1 ", 1 -5 /8 ", Best results are gal v, mild (.106" sizes 6 2 ", 2 -1/2 ", obtained when ambient steel diameter) types 3-1/2 ", temperature Is above available. 4 - 1/2 ", 40 °F at time of ap- 5-1/2 ", placation. Foam tape 6 -1/2 ", 8 ". range from -20° to +180 °F. Do not use ' where foam is directly exposed to sunlight, 1 SPINDLE O INSULATION HANGER 0 45 e51 0 0 el a e 9 Oeo- e p o c p o e e . O e . O PLATE r ( LENGTHS Perforated, cold- 12 gauge (.106 Different sizes i 1", 1-5/8" rolled carbon diameter), types available. ..-1/2", 3-1/2" steel, .030 annealed 4 -1/2 ", 5 -1/2 ", thick, 2" x 2 ". 6 -1/2 ", 8 ", - /' /G 7 ) f�'� L. • • ' • . ................._.. _.. __ ...__- - -. _ . NO. 798 P. lit NOV. 8.1996 12: 37PM rr 1501 South 92nd PI. Suite B Insulation Seattle, WA 98108 -5120 Contractors Phone: (206) 764-0535 Fax: (206) 764 -0545 Incorporated Contractors License # INSULCI117KS Fax To: J fro m: ti Camia�r• E .!H_ C AST{ �Z Fax -. ♦ Dates Phase: Zf2t Ca Res ' aLiasiA! r Q Uraent i r F'ar Review Q Piesae Comment ❑ Please Reply O Please Recycle eCommenta.• • _ ?00 /CEL • .':Line 2345 Product r- Information Alf. ~o'.,c^ '.c: ..vc:exa to, :r ° ?. ~'r,s ^ crccr'c :ary c yl;o ^iar'.race 'o' am Ccre .. casx :o , ^:a'1 arc ^ave :re Sarre .'•:UrGassea .i.val..eS, :ne'e are .i r' Urnoer or,mocrtart ::r'.. e^ce• Ce^: /een rnem, 3ecause :''cse '.'iffere - ces -e'0 C@Iermire -ow no wner eac" orcC,.. - - " . sr10. Jr':!s :r '3i :Cwlr ^C� irrcrma■lon. .: �. aaing • ....::4 4 ._•_._. . _ _ 114.1.'~;'.... . _ _ .. . ..y..- ...a..• . . .•__ ._ _ 00r 0 reevo 11 VI 1 Ye7 ."24.., :1' • • '7t,,,,y . . N,11ra'rl C.' : sett Ceti C.51 I r:f •n .. ,r � , 34i1 «0e' ':e•'rprLe: ^_T , •y t.0 FACSIRS • • • f i'. . 41•11^u r :•l Jon S,::et I 2.1^ :24s 1110G1.3 -eTI •r1 •H r44.C'T.' 3C ^a 3etvreen CO'e :v- 2 e 3:er 'e: ' 't: • :e9rJetaitaln.'gT:e,^'r3+e.'K I ' 'Cl • :.. . • e ro I : - erral Dre:a c :ti cernu' ar 1 m ,, ee • 4 4 J'u r, w rttcw . ..^!4p t' e:.C1C: r e :3 ' SSeDLJte3 i' •. ^e n4 12 1.521. • 1114E rL r1NG ,. .. .. . Cz• � tluctett :. rela:: Er .5y :c C i^ 1r 1 . t f. 24 nu* 01.w C•LavemmtS t ""e f :'tyJ, 'et , el .0'5 OM'; , .. t ):J C; tt' a :i 1ece 6 .4^ 4 1c . 5,.3ee^ x f;-' a:I •m • r '. , .t. 1C4.3 , ..1 SU a :'C atC :Cwt. • `.0 i F. t, 1' i Aoc r .„,3 Ilre rf1: ( M SU' arq Cyr? 6 1 e:r i✓WII. IIr'g! " r: •;a C.3.T.,Na:eC loom :.e «C1∎vo.1Se „ r-I ''el . ,3 (vn SCJ a 6I. C1 ^q wre l: e : ; _ ; C F1member, 1141.4 !mutating ShlnnlrlQ aroaual mull not c•,er, atatts0a. :e! 'KC r<'t•• :. ;e1 r :Sqt 1 1 . THERMAX SHEATHING AND TUFF•R' INSULATING SHEATHING R -I ALUES • STARIUZED R•VALUES INFORMATION FOR COMPARISON PURPOSES ..' q Pr:tt s•••IVe, '5'F mum lamp. 41 1 5 110 w m0n1111 ^ . .. l • • 1 5 i 3 36 1.6 6.4 6,3 7.2 4 'al 1 2.0 14.1 '62 '5 II 10 21.5 `J'A 292 21 20.6 30 68 3 3d 46 34 !.2 '2 2 100 '25 4.4 '6.2 'e IQ 't)6 :17 20.4 26: 27 :6.6 30 C 4' 5 Y STEM R•VALUE WITH v.' AIR SPACE' 5 3 5.4 7.3 3.2 11 '0 1 1. 6 1 2,6 '6.4 17 2 II 20 5 31.3 3Z6 14.4 2642 28 22.5 31 6 32 5 AQOITIONAL INFORMATION FOR DESIGN PA OFESSIONALs ?rVC.1Cl /4•AIW, 10•F 4114111 '• rla m0.. 4146 rrilM _ , � . • • I .3-3 4 5 3 2 10 '2 14 '6 '5 ?2 21 22 24 24 26 30 12 36.3 .. '444•10010 "!Writ •••••.441 , m.a 1 Hw w lttr/•.414.5!n. «14, nog&4 Nlaelv4 . • 'W4rr0- 44 ^ 144: 4 dNC I • 1 .1 ;•. _ e _ . ' ' ✓WII...,Irr o alir10 X41" :101'. T' : ^ :'V' \: ".'•',:, 4• ": , • : V VI 14..44 vo ,,,,,,..1) 4. 24 }.1 •. ^M.444. . 14• F.111/ 44%1 r4'•I41:l Vt1 -- • • - -� .- ' IIIMeXt0 tot :J.4I3141s 11.I.....o101, V•Mt}.•0'•• ':1,0,:11 • 141.114107..n(•f 1111'1'1- r;r•:J'•' ' 4.1.441 " , „ .. ! • . 4 .,I 1 ( ' •14.4..^ r.. .4 • tee, 41 1 ' .. • , v .1.•4 ' -WI•. • w 4 , 'r W ' : "G1..'fl)rJ ' : t".. WY' 1414 'f1 1, .•. _ ..................4 1,4, 1•tt • In IM x,"r et 1. N411M: 01..4.1. 40 WTA' ^1177M :r ' ' - -0 .1 (411 M1.4•441 - . TYPICAL PHYSICAL PROPERTIES TMERMAX ISNEAIti11tMt3 TUFF•A IN6ULAI1NQ 2145M'lING _'..: nef 1 • 1 - . • SHORT FORM SPECIFICATIONS __._ Sr '•3r "1st.31I II'Q' ^ 13 '^0w- e1 O'JWIr1Ss CT ;DCC flea ^e"elr $11311 carnal) •4'1• Ce0e•aI SJet: ficovon$ 11.1. ".''77/1 2 J0$ 2 Jn0 Sr'd'I ;e t w7rtrat 4 SneJ: 7"^41 !1""1.1. Ca$S ' Jr0 311.111 CC 'I.:'. ' . ' ^ • 'n$uI40 c; S' ^3tr •r : d3 r '3r1•LKt1.rr0 7'"e Caate( ::(DaJ :01 ' "e - 0m rJ11,('$1 IJSIO• U11C1t.ne :5 611311 .7e '101.5$ Jn0 :o,1rc : • 1 ^31' X _ -• 1 !150 •re' - J, .e$IS Jnce ,i•vJlt,e '11,11; e 3 at 'C +le: ^ , ,e - "cer3:,.le CELC'cX en�N ynE,lt'- \G ShALL 'E '4$4'.11 0 'N 4 C:CPCANC: - NITn 'LIANUF,C'uq ECC Ar CN$ - •.••.•••■■^ tt t � 1►; ; City of Tukwila John W. Rants, Mayor •�n � �— r o '\,, ‘11 "1, � \ " ; �aa . . / _ Department of Public Works Ross A. Earnst, P. E. Director ' ' 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING ,, r v DATE: January 16, 1996 SUBJECT: METRO South Base Annex Warehouse Addition 11911 E. Marginal Way S. Project No.: PRE94 -031 Plan Check No.: B95 -0360 Activity Nos. PW95 -0335, 0336 and 0337 'b Contact Person: Ms. Jennifer Townsend Phone No.: (206)689 -5236 1 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON January 16,1996: PERMIT FEF PW95 -0335 Land Alterin g 66.00 1 PW95 -0337 Storm Drainage 25.00 TOTAL: $91.00 THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. This information . consists of a copy of a Certificate of Insurance with a minimum coverage of $1,000,000 naming the City of Tukwila as additional insured and a $2,000 bond along with 5 copies of the haul route map. PW95 -0336 Hauling $25.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file If there are any questions that may arise, please advise me at the number below. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 - otLA ••• City of Tu /ila APWI , Ion 4.. . p RE l � `0 ?)1 • "o ' ' ' ''',2 Central Permit System •- Engineering Division ' N� \ -- 1 ; 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433-0179 / • Ptt)M5 :5 '' r ....,_ . . .. 8 .. UTILITY PERMIT APPLICA�"IONQI,0q o33 so � ` 5' • ':PROJECT :;;.; ` : Site Address: 11911 n _ . .. . . _ 'INFORMATION ' Name of Project:Metro South Base Annex Warehouse Addition Property Owner: King County Department of Metropolitan Services Phone No.: 689 - 5236 Street Address: 821 Second Av., M/S 122 City /State/Zip: Seattle, WA. 98104 Engineer: Phone No.: Street Address: City /State/Zip: I Contractor: project to go out to bid after permits have been Phone No.: Street Address: issued. City /State /Zip: King Cty Assessor Acct #: /Da.'o 4 /- 9eze -og Contractor's License #: Exp. Date: PERMITS ::: > : : ❑ Channelization /Striping /Signing ❑Sewer Main Extension ❑Private ❑ Public REQUESTEb. ❑ Curb Cut/Access /Sidewalk / X Storm Drainage ❑Fire Loop /Hydr. (main to vault) -- 0 Sizes: ❑ Street Use Ru ccs- 0K,vs ❑ Flood Zone Control ❑ Water Main Extension OPrivate ❑ Public PW QJ _ 0337 El Hauling ❑ Water Meter/ Exempt:- No.: — Sizes: X Land Altering 2.50 cubic yards Deduct ❑ Water Only ❑ i i b-q 0 ❑ Landscape Irrigation ❑ Water Meter / Permanent- No.: — Sizes ❑ Moving an Oversized Load ❑ Water Meter / Temporary: - No.: — Sizes: Est. start/end times: Estimated quantity: I Date: _ Schedule: IN Sanitary Side Sewer - No.: ❑ Other: WATER'METER:; :? ! Name: N/A (addition only) Phone No.: REFUND /BILLING Street Address: City /State/Zip: MONTHLY 4 ;� N ame: N/ A (addition only) Phone No.: SERVICE:` " BILLINGS TO..: <: `' Street Address: City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION:;OF PROJECT: ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums l Commercial /Industrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University • ❑ Retail El Manufacturing ❑ Hospital ❑ Other: VIMIWINIMMIIN F " El New Building © Remodel/ Square footage of original building space:30,198 ' Square Addition .,. Fo Square footage of additional building space: 5 , 050 King County Assessor's valuation of existing structures: $ N/A Valuation of work to be done: $ 750,000 1 HEREBY CERTIFY THAT:1 :HAVE ;READ THI APPLICATION AND KNOW THE SAM ;TO:;BE TRUE AND Applicant /Authorizes Contact Person A.-n Shim, r -• 7 z rvi-ti) - +rm -1„. (print name): S c--» Q_ ea 4r15 -�L,V Iii Print Name: Jennifer Townsend Address: AT b c p-r■ 1 Mp oi/ til " - i i", 6e -11.' re/ Date: 10 -23 -95 Phone: 689 -5236 ( P,) / - S' ,l -r-Q. hone: (,,,.,,F - - z�� Date Application Accepted: 1e,1_5., ,oS CITY NEC OF EIVETUKD WILA Date Application Expires: ti,.. .c•„ 96 OCT 2 5 1995 04/22/92 PFMAIT CENTER (' I SUBMITTAL CHECKLIST l SANITARY SIDE SEWER . 0 Type of pipe - concrete, PVC, etc. All site plans shall be provided in one submittal for review by the Public 0 Size of pipe/location Works Department. Six (6) sets of plans stamped by a licensed engineer 0 Percent of slope on pipe/length of run are required along with this application completed and signed by the O Connection point(s) to existing system applicant's representative. 0 Location of cleanout(s) and test Tec(s) The following information is necessary for Public Works Department 0 Type of bedding and backfill material/percent compaction evaluation and approval of site plans: 0 Invert elevations at structures and junctions • • All utility construction Is to meet the City of Tukwila Standards SEWER MAiN EXTENSION • Indicate scale of drawing and show north arrow 0 Type of pipe - c oncrete, PVC, etc. . • Identify location by address or distance to nearest intersection 0 Size of pipe/location • Identify public right -of -way and any easements 0 Percent of slope on pipe/length of run • Use standard 24' x 36' sheets for all site plans 0 Connection point(s) to existing system CURB CUT /ACCESS /SIDEWALK / 0 Location of cieanouts and manholes CHANNELiZATION /STRIPING /SIGNING 0 Type of bedding and backfill material /percent compaction ' O Dimensions STORM DRAINAGE (include existing topography and proposed O Type of surfacing - asphalt, crushed rock, etc.(and thickness) grading and surfacing) O Percent of slope and runoff direction 0 Type of pipe — concrete, ADS, etc. O Size of curb cuts / locations 0 Size of pipe / location O Vehicular and pedestrian traffic facilities, including signing and 0 Percent of slope on pipe / length of run striping, wheel chair ramps, curb cuts 0 Location of all structures O 20' of paving on all gravel driveways connecting to paved roads O Square footage of area to be drained, Including roof area FiRE LOOP /HYDRANT 0 Type of bedding and backfill material / percent compaction - O Type of pipe / hydrant O Invert or flow line elevations O Size of pipe/location STREET USE O Location and type of all valves O Complete description of proposed activity O Type of bedding and backfill material / percent compaction 0 Map with address and outline of limits of activity relative to public O Distance from structures, storm and sewer facilities right -of -way and easements O Location and size of thrust blocking O Proposed traffic control/detour (per Manual 'of Uniform Traffic FLOOD ZONE CONTROL (Requirements are under Flood Ord. Control Devices) No. 1462 and can be obtained from the Public Works Dept.) 0 Proposed schedule (times and dates) O Lowest finished floor elevation WATER MAIN EXTENSION O Contours and elevations per National Geodetic Vertical Datum 0 Type of pipe — copper, PVC, etc. LAND ALTERING (CLEARING, CUT AND FILL) 0 Size of pipe / location O Contour map (2' intervals) showing existing and proposed contours 0 Hydrant types and locations O Estimate of yardage, both cut and fill 0 Valve types and locations O Erosion control plan with temporary and permanent measures 0 Connection points) to existing system HAULING 0 Type of connection - live tap, tee, etc. O Quantities of materials to be hauled to and/or from site 0 Location and size of thrust blocking O Copy of Certificate of insurance coverage (minimum $1,000,000) 0 Size and location of mains, including elevations (profile) O $2,000 bond made out to the City of Tukwila for property damages WATER METER - EXEMPT caused by activities 0 Diagram of domestic system /tie in of exempt meter O Route map O Number /account for existing domestic meter LANDSCAPE IRRIGATION 0 Size and type of material of meter, service and meter box O Location of DSHS approved double check valve 0 Site address O Type of pipe - copper, high density molecular plastic, ductile WATER METER - PERMANENT O Size and depth of pipe 0 Type of pipe - copper, high density molecular plastic, ductile O Size of meter and meter box 0 Size and depth of pipe O Location and elevation of meter box (water meter - permanent and 0 Size of meter and meter box exempt). Clearly show whether tap is on main or domestic service 0 Location and elevation of meter box (water meter - permanent and O Location and type of tap exempt) O Type of bedding and backfill material / percent compaction 0 Location and type of tap MOVING AN OVERSIZED LOAD 0 Type of bedding and backfill materials /percent compaction O Copy of Certificate of insurance coverage (minimum $1,000,000) WATER METER - TEMPORARY O $5,000 bond made out to the City of Tukwila for property damages 0 Address and hydrant location caused by activities 0 Size of meter O Business License with City of Tukwila 0 Estimate of quantity and schedule O Route map O Dimensions (L X W X H) of overall load Alter the Public - Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits 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. • t. �.. - C • King County Department of Metropolitan Services • Environmental Planning and Real Estate Division 821 Second Ave., M.S. 120 • Seattle, WA 98104-1598 • (206) 684 -1165 • Fax (206) 684 -1900 • DETERMINATION OF NONSIGNIFICANCE (DNS) Facilities Maintenance South Warehouse Addition and UST Replacement Project • PROJECT DESCRIPTION: On August 3, 1995, the King County Department of Metropolitan Services (Metro) issued a determination of nonsignificance for the Facilities Maintenance South Warehouse Addition and UST Replacement Project. The warehouse project involves constructing a 5,100 square foot addition to an existing 5,000 square foot warehouse on the north side of the Facilities Maintenance South building at Metro's South Operating Base Annex. The new addition will be dedicated to Vehicle Maintenance stores use. The LIST replacement project involves removing and disposing of three (3) petroleum- product underground storage tanks with associated piping and appurtenances, and installing one (1) new, petroleum - product underground storage tank with associated piping and appurtenances, immediately south of the Facilities Maintenance South building. The tanks being removed total 20,550 gallons, while the single new tank has a total capacity of 6,000 gallons. The new tank will be made of double - walled steel and will have corrosion protection, interstitial monitoring and overfill protection and containment. New piping will be steel, Schedule 40, with fiberglass secondary containment piping; all underground metallic components will be corrosion protected. PROPONENT: King County Department of Metropolitan Services (Metro) • LOCATION OF PROPOSAL, INCLUDING STREET ADDRESS, IF ANY: Both.projects are located at 11911 East Marginal Way South in Tukwila, Washington, in Township 23N, Range 4E, Section 5, LEAD AGENCY: King County Department of Metropolitan Services (Metro) The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. X This DNS is issued under WAC 197 -11 -340 (2); the lead agency will not act on this proposal „ U OF days from the date below. Comments must be submitted by August 18, 1995. DATE: August 3, 1995 NOV 071995 RESPONSIBLE OFFICIAL: Gregory M. Bush PERMIT CENTER POSITION/TITLE: Manager, Environniental Planning and Real Estate Division RECEIVED TELEPHONE NUMBER: (206) 684 -1164 ADDRESS: 821 Second Avenue, Seattle, Washington 98104 NOV X 7 1995 PUBLIC WORKS SIGNATURE: . 43"'” . You may appeal this determination to the Executive Director at King County Department of Metropolitan Services (Metro) - 821 Second Avenue, Seattle, Washington, 98104. You should be prepared to make specific factual objections. Contact Gary Kriedt at 684 -1166 regarding the SEPA appeals procedures. This information is available on request in accessible formats for people with disabilities by calling (206) 684- 2046 (voice) or by calling (206) 689 -3413 (TDD). • ta4i Recycled Papa • ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: Facilities Maintenance South Warehouse Addition and UST Replacement Project 2. Name of applicant: King County Department of Metropolitan Services (Metro) 3. Address and phone number of applicant and contact person: King County Department of Metropolitan Services (Metro) 821 Second Avenue, MS 120 threshold determination and EIS requirements as per WAC 197 -11- 800(3). 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. • In 1984, an EIS was prepared for the construction of the South Operating Base Annex (SOBA); the Facilities Maintenance South building is at the SOBA site. in December, 1995, a Pre - Construction Site Assessment Report was completed by a consultant to determine the presence and extent of contaminated soils•and groundwater adjacent to locations where existing underground storage tanks will be removed. One soil sample near the engine oil tank showed soil contamination above state Model Toxics Control Act (MTCA) levels. Some groundwater samples had detectable but small concentrations of hydrocarbons, below MTCA limits. No soil or groundwater samples contained lead. See B.7.a. for additional information. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. • None. 10. List any government approvals or permits that will be needed for your proposal, if known. Permits for the two projects being proposed will be obtained separately. Permits•needed are listed below. Warehouse: Building Permit, City of Tukwila Land Altering Permit (Grading Permit), City of Tukwila Mechanical Permit, City of Tukwila • Utility Permit, City of Tukwila • UST Replacement: Land Altering Permit (Grading Permit), City of Tukwila UST Permit for tank removal and installation, Tukwila Fire Dept. Puget Sound Air Pollution Control Agency (PSAPCA) Notification of Construction permit The Washington State Department of Ecology will be notified of the permanent closure of three existing tanks and the Installation of a new tank. 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description). The proposal involves two projects at the Facilities Maintenance South building at Metro's South Operating Base Annex. One is a warehouse addition and the other is replacement of underground storage tanks (USTs). Construction of both the warehouse and UST projects will occur approximately within the same six month period between March and August, 1996. The warehouse addition project involves constructing a 5,100 square foot addition to an existing 5,000 square foot warehouse on the north side of the Facilities Maintenance South building. The new addition will be dedicated to Vehicle Maintenance stores use. • 2. : ., ter. :.... r. ,•. . " .......:.... .. .:...._ Soils at the site consists of urban fill overlying stream deposits and consolidated glacial deposits. The top four feet of soil, approximately, consists of sandy gravel fill material; soils below that consist of sand, sandy silt, and sandy, clayey silt with an apparent decrease in grain size with increasing' depth below ground surface. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no surface indications or history of unstable soils in the immediate vicinity. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. indicate source of fill. Warehouse: No filling will be required, but some soil will be removed to accommodate the new structure footing. Approximately 610 square yards of pavement will be removed, 225 cubic yards of earth will be removed and disposed of, and 610 square yards of pavement and building floor will be installed. UST: Fill around the new tank would consist of existing uncontaminated pea gravel or clean imported pea gravel. Where tanks are removed but not replaced, fill would consist of clean excavated material from the warehouse project, if appropriate, or imported clean urban fill material. Contaminated fill material or pea gravel will be removed. No grading will take place. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. No. However, some minor silty runoff from temporarily piled soils is possible during construction; see B.3.C. for details about runoff. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The project' will result in no net change in the percentage of impervious surface of the site.. The site is currently about 99 percent impervious surface. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: No measures are necessary; see B.3.C. for details about runoff control measures. 2. Air a. What types of emissions to the air would result from the proposal (i.e., dust, automobile emissions, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. During construction, exhaust emissions and some dust would result, on a temporary basis, from the operation and movement of gas -and diesel - powered construction vehicles. Dust ' levels could increase during windy weather. Contaminated soils would be a source of volatile organic compounds after exposure to air (during removal and remediation). Contaminated soils above state MTCA cleanup levels will be hauled to a regional permitted treatment center for petroleum- contaminated soils. Contaminated soils will be handled and hauled in accordance with all applicable local and state guidelines. • • • 4 • Neither project would result in any permanent increase in emissions to the air. . removed from surface water or wetlands and indicate the area of the site that • would be affected. Indicate the source of fill material. No fill or dredge material would be placed in or removed from surface water or wetlands. • 5 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No surface water withdrawals or diversions will be required. • 5) Does the proposal lie within a 100 -year floodpiain? If so, note location on the site plan. No: • 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. The projects do not involve any discharges of waste materials to surface waters. b. Ground: 1) Will ground water be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. No groundwater will be withdrawn and no water will be discharged to groundwater. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing : the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste materials will be discharged into the ground. c. Water Runoff (including storm water): • 1) Describe source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff at the site is from buildings and impervious parking lot surfaces. Runoff flows Into an underground drainage system, through a coalescing plate oil /water separator, into a stream channel along SR 599; and into a culvert that flows under SR 599 northward toward the Duwamish River. • The site's stormwater drainage system is completely enclosed. All storm drainage from the site is treated by the oil /water separator. Flow from floor drains at the site passes through a sand/oil interceptor before it enters the sanitary sewer. During construction of the warehouse and during the UST replacement, a possible source of silty runoff would be soil that has been excavated and temporarily piled; this would only be a problem during rainy weather. Piled soil would be covered and bermed to prevent or reduce possible runoff. 2) Could waste materials enter ground or surface waters? if so, generally describe. No. Under the circumstances expected during construction, waste materials could not • enter ground or surface waters. Runoff control measures will be installed, plus the site's stormwater drainage system is completely enclosed and all storm drainage from the site 6 • • is treated by a coalescing plate oil /water separator. However, it is possible that a very heavy rainfall during construction could overwhelm runoff control measures around drainage inlets allowing some silty runoff to enter the stormwater drainage system. If . stormwater volume is beyond the capacity of the oil/water separator, silty runoff could • enter the adjacent stream. d. Proposed measures to reduce or control surface, ground and runoff impacts, if any: Measures to control surface, ground and runoff Impacts could include the following: When appropriate and in accordance with City of Tukwila development.codes, straw bales, silt fences or other appropriate methods will be placed around drainage inlets to control the amount of silty runoff entering the local drainage system. • - When appropriate, piled soil will be underlain with impervious material to control leaching and runoff. Piled soil will also be covered and bermed• in accordance with City of Tukwila development codes. • Any necessary erosion control measures will be used in accordance with accepted best • management practices and City of Tukwila development codes. 4. Plants • a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other evergreen tree: fir, cedar, pine, other X shrubs (urban landscaping) grass pasture crop or grain wet soil plants • cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation • b. What kind and amount of vegetation will be removed or altered? None. • c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: None. 5. Animals • a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: • �.._. birds: hawk, heron, eagle, songbirds, other mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: Small fish. possibly young salmon. have been observed in the contained strearp on site b. List any threatened or endangered species known to be on or near the site. None. { c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, woodstove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc: The completed project will use natural gas for heating the warehouse, and electricity for lighting. The UST fuel dispenser will use electric power. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kind of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Energy conservation features include building insulation and heating controls. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this • proposal? If so, describe. Warehouse: None. UST: A consultant study was conducted. in 1994 at the UST site to determine the presence and extent of contaminated soils and groundwater adjacent to locations where existing tanks will be removed. The consultants drilled four soil borings and obtained water samples from existing dewatering wells near the USTs. All samples were tested at Metro's laboratory. One soil sample near the engine oil tank showed soil contamination above state Model Toxics Control Act (MTCA) levels; all other soil samples were either below detection limits or had very low concentrations of hydrocarbons, below MTCA limits. Some groundwater samples found detectable but small concentrations of hydrocarbons, below MTCA limits. No soil or groundwater samples contained lead. 8 -,� • Although expected to be minimal, the full extent of soil contamination will not be known until tanks are pulled. A remediation plan will be developed which will be incorporated into the • construction contract. During tank removal and tank replacement activities, there would be some danger of exposure to contaminated soil. Principal contaminants are from lubricating oil. The amounts of these contaminants may exceed MTCA levels in some shallow and deep soils. After completion of the UST project, environmental health risks would be minimal. The warehouse project presents no environmental health hazards during or after construction. 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any: Contaminated soil above state MTCA cleanup levels will be hauled to a regional permitted treatment center for petroleum - contaminated soils. Contaminated soils will be handled and hauled in accordance with all applicable local and state guidelines. Groundwater contamination is not anticipated. Fugitive dust associated with excavation work would be controlled by wetting excavation areas where soil is dry, if appropriate. Further controls during construction would include covering temporarily -piled soils, sweeping and removing dust and dirt, and sprinkling dusty areas with water (if permitted). Best available controls on potential volatile organic emissions from the removal of USTs and remediation will be used as specified in the PSAPCA permit. b. Noise • 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Noise in the immediate area includes freeway noise from Highway 599 and transit vehicle operation noise. Those noises do not affect the proposed projects. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long -term basis (for example: traffic, construction, operation, other)? indicate what hours noise would come from the site. There will be short-term noise from construction equipment and activities during .construction. Construction is expected to occur between 7:00 a.m. and 5:00 p.m. Monday through Friday. Construction noise could exceed existing background noise levels but is not expected to exceed noise standards for the area and type of activity. There are no sensitive noise receptors in the vicinity. After construction, the projects would not result in additional noise. 3) Proposed measures to reduce or control noise impacts, if any: Construction equipment will have standard muffler equipment and will operate during normal working hours and in accordance with accepted standards. 9 . 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The current use of the site is as a transit facilities maintenance base. Adjacent uses are industrial in nature; a Boeing facility is located immediately south of the site. b. Has the site been used for agriculture? If so, describe. Yes. Prior to the construction of Highway 599, the site was used for growing produce. • • The site is zoned General Industrial (IG2 U/85'). f. What is the current comprehensive plan designation of the site? Same as zoning. g. If applicable, what is the current shoreline master program designation of the site? N /A. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No. The site has not been classified as an "environmentally sensitive" area. However, part of the site has a piped and channeled underground class 2 stream approximately ten feet below ground surface level. Surface water runoff from the site cannot enter the stream channel directly because the facility's stormwater drainage system is completely enclosed. All storm drainage from the site is treated by an oil/water separator. i. Approximately how many people would reside or work in the completed project? The proposed project would not affect the number of permanent employees at the site. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. . I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposal is compatible with existing and projected land uses and plans. 10 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. None. • c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennae; what is the principal exterior building material(s) proposed? • ' .. 11 ' :. • • • 12. Recreation a. What designated and informal recreational opportunities are in the Immediate vicinity? None. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. • 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers known to be on or next to the site? If so, generally describe. No. • b. Generally describe any landmarks or evidence of historic, archaeological, scientific or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: None. 14. Transportation • a. Identify public streets and highways serving the site, and describe proposed access to • the existing street system. Show on site plans, if any. The site is served by East Marginal Way South. No new access to the site is proposed. b. Is site currently served by public transit? if not, what is the approximate distance to the nearest transit stop? The site is served by public transit. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project would not result in a change in the number of parking spaces. During construction, however, some employee parking may be temporarily relocated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (Indicate whether public or private). No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. • 12 • ... �., • • No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. None. • g. Proposed measures to reduce or control transportation impacts, if any: None. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No. b. Proposed measures to reduce or control direct impacts on public services, if any: None. 16. Utilities a. Circle the utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Existing utilities are sufficient, and no new demands on utilities are anticipated. C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead , agency is relying on them to make its decision. . jf S 1168+ 5T 5 119111 ST • RENTON BASE ANNEX VASNON ISLAND •� TU YIL% DES MOINE_ PROJECT LOCATION 11911 E MARGINAL WAY S AUBURN • ALGONA TACOLIA PACIFIC • " ' = •/ Ktic , WRc VICINITY MAP 0 1 2 3 4 3 5 124TH ST LOCATION MAP 0 200 400 600 •4- 1106' 7' R .. 1502.•101 L•• 313.19' Noe 27'ase (10.00' R ) R „ µg2.40 L- 2z9.19 aoUTH RIW 514 399 Q• yrC,td �..r"r"" UTC ?0UT• R/W 50,99 123.o' h.7 201 MLI011-10 0.+7TG LO'. Q01NG 604—r D0U9&E SWING 0ATC ;iv Aumanir Ara GO*yJE cT TO 144r. TA4.144 G 6t.. '2.02:6 H24I.1. R-J4 14 •'13'22rE qi z L., ETL3A LX Pit . i4I L , _ 1�� c' crmo .aI 1-1....$041.L. ' LANDSCAPING) RER L-1 •NOT.1GL D114.40. . 1 . Truck 4.04.1n-A42.-4.04.1n-A42.-1, 4e. .z eo►JS nzU0T 101 -4 WI 42'4. 4TORM I LJ uraWs1 Loading -1 e.•% . ir e. 7 Proposed Warehouse Expansion Q9 .LJ 61.1 L +1012I.1 a211rN f.t..rJGtU,r 14.64.1P FE.tZ G -� Un4T1.1191111 PHAU fl OtVRLGPMI 7409.14• 10 'W (22442') REF. Pt FOR DIMEN. ALONG •NDr- xO' -37'W 204iLJ' PETBACK co t/3 9ETaAGK To Rfr_F. PT. FOR DIMEN. /►,L.ONG 1402.- 29' -23'E Lq.IGGLiE MlGUuJ L"= °1e "TYPE- 2 LJ4 r 4TQ. Pl144 0:4 Parkin J �,cus.4 e444 IlL>•O tin Access • sr,a.,�c.t.� -� eS'OrtreCWAY cal GA•auo1NG CIATC U) *fart PLAN 'MCALiss9"aOCi i 3EcMETRlf".8TRIP1N0& FENCING•,{ Traffic Access co' i cCSb4 EASEL■ roe 000.1 -r d Acatbes i 01..l« 4.0.1 raa WAXF.42 LJJE. 14 i #0,00 01 -JAW{ 10.000 GALLON REGULAR FUEL TANK w/PUuP P 1 • 550 GALLON ENGNIE OLL TANK W/PUNP P -3 PREP SHOP ! I SIlci£ 4 • 1 � t CHEN faa- J • t 2 1 L DR -- -r - --. .. .Lkl= - --� i. s. : - -- -117 t el ! t 10.000 GALLON UNLEADED FUEL TANK w/PuuP P -2 SD . FUEL ISLAND AND TANK AREA • PLAN EXISTING WASH DOWN TANKS ANO VALVE PIT, TO RELIAN FUEL LEVEL UETERS r LAND ALTERING Permit No: PW95 -0335 Issued: 09/25/1996 Status: I'.:'SUECD Approval Letter: 01/16/1996 Project: METRO WAREH'_.E AD Expires: 03.'24/1997 Address.: 11911 EAST MARGINAL WY S Location: EAST SIDE OF FACILITIES MAINT. SOUTH BLDG/N OF TRUCK LOADIN+. Parcel #: 102304-9066 Wetlands: Watercourse: 10-3 Slopes: N Contractor: E. M. CASTILLO CONSTRUCTION INC. L icense No.: EMCASC I1 8SJ8 TENANT METRO S BASE ANNEX WAREHOUSE ADD Phone: (206)639 -5236 SBA.NNEX -54 32- 50706- D50314 , 821 2ND AVE M; 122. SEATTLE WA 98104 OWNER METRO ACCOUNTS PAYABLE Phone: (206) 689 -5236 SBANNEX-5432-50706-050314, 821 SECOND: AV M/S 122, SEATTLE WA 931 CONTACT JENNIFER TOWNSEND Phone: 206 639 -5236 KC DEPT OF METROPOLITAN SERV, 321 'SECOND AVE, MS 122, SEATTLE WA CONTRACTOR E. M. CASTILLO CONSTRUCTION INC. Phone: 206 242 -9810 14822 8TH AVENUE 'S . W. , SEATTLE, WA 93166 4 •4 •4 '4' 4 •4 4 '.4 4 9 '4 4 •4 4 '4 :4 'k '4 -k •4 •k 4 'k 4 •k '4 '4 •4 •4 •k '4 '4 '4 4 4 •4 'k 4 4 4 4 * . -k * 4 4 k '4 4.4 4 k '4 'k 4 '4 -4 ;4 'k '4 •4 '4 4 4 '4 -4 4 :4 4 4 4 -4 4 '4 4 '4 Additional Description: LAND ALTERING FOR S BASE ANNEX WAREHOUSE ADDITION G r a d i n g / F i l l (Yards)-Cut: 250 Fill: Total: • 250 Permit Fee: 43.50 Account No: 000!322.100 Plan Check Fee: 22.50 Account No: 000/345.830 Other: Account No: 000/386.904 Total Fees: 66.00 , Valuation: .00. '4 - 4 '4 4 -4 k 4 •k 4 4 '4 h 'k k 'k 4 •w * '4 h •4 4 '4 4 '4 4 4 4 •k •4 4 •4 4 •k •4 k 4 4 4 •4 4 4 k R 'k 4 •k k '4 4 * '4 4 4 •k 4 * k '4 'k 4 - 4 '4 '4 •4 '4 * '4 4 '4 '4 $ 4 * k -k 4 4 'k 4 I hereby certify that I have read and examined this permit and know the same to be true. and correct. All provisions of law and ordinances governing this work wi 11 Le complied with whether specified herein or not, The gt of this permit does not presume to give authority to violate or cancel. the provision' :. of any other state or local laws regulating construction or the performance ;of work . I am authorized to sign for and obtain this `.Land Altering permit. This, permit shall become nti11 and void if the work is not commenced within 130 days from the date of issuance,or if the work is suspended or abandoned for a period of 180 days from the last -inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 4 0179, i 9nature : Date: //2,1"79 '4'k4k44 - - , 4x 414 - 7nV 474{.• 494k 9kkkk• 4• kk• k • k*k• 4• k• k k*4' 4 kk• 4k4• 4• k4• kkk •k44•k4k kk�k•�kk* APPROVED FOR ISSUANCE: JJ`,:. . Issued By" Date: T Permit a ' Acrtl•rur i_eci Pc.r•mit ..ente.r Signature 444 444 9 4449* 4' 4444'94 .4 4 4 I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for this project approved herein. Final Inspection Approved By: • Date: Inspector Signature • • . CITY OF TUKWILA Address: 11911 EAST MARGINAL WY S Permit No: PW95 -0335 Suite: Tenant: METRO S BASE ANNEX WAREHOUSE ADO Status: ISSUED Type: PW -LA Applied: 10/31/1995 Parcel #: 102304-9066 Issued: 09/25/1996 k At'A' lc* 'it *******kle*k 4 k k*Ar*OtklIkkkkk•klikkkA kk*Ot A lekkk k k A.4' * le** *4' '4' ek it* k Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- site or into existing storm drainage. facilities. 2. The site shall have permanent erosion control measures in place as soon as 'possible after final grading has been completed and prior to the Final InspectiTin. 3. The developer shall verify in writing to the City Utilities Inspector that the material to be placed is suitable for fill material which allows the infiltration of surface water drainage. This verification shall be provided prior to any fill placement. 4. Hauling over 50 cy shall require application for a Hauling Permit prior to any associated activity. 5. CONTRACTOR SHALL MAINTAIN MINIMUN 1 FT CLEARANCE BETWEEN NEW. STORM DRAINAGE PIPE AND CONCRETE CANOPY P0 ST. STORM DRAINAGE Permit No: PW95-0337 Issued: 09.25/1996 Status: ISSUED Approval Letter: 01/16/1996 Protect: METRO WAPEHSE AD Exuire_ _ 03/24/1 Site Addy'ess: 11911 EAST MARGINAL WY S Location: EAST SIDE OF FACILITIES MAINT. SOUTH BUILDINr3 Parcel #: 102304-9066 Watercourse: 10 -3 Wetland:..: Slopes: N Sewer: VAL VUE Water: SEATTLE Contractor License No.. EMCASCI18538 TENANT METRO SOUTH BASE ANNEX WAREHOUSE Phone: (206)689 -5236 SBANNEX-5432-50706-D50314. 821 SECOND AVE M/S 122. SEATTLE WA 98 OWNER METRO ACCOUNTS PAYABLE . SBANNEX - 54'32 - 50706 - 050314. 321 2ND ' AVE. • SEATTLE WA 98104 CONTACT JENNIFER TOWNSEND Phone: 206 639 -5236 KC DEPT OF METROPOLITAN SERV, 821 SECOND AVENUE, SEATTLE WA 9810 CONTRACTOR E. M. CASTILLO CONSTRUCTION INC. Phone: 206 242-9810 14822 8TH AVENUE S . W. , SEATTLE, WA 98166 'k 'k k 'k k k 'w 'k •k 'k k k k 'k k 'k k k •k •k 'k 'k k k 'k k k 'k 'k * k •4 k k* k k 'k k 'k •k 'A k 'k 'k k k 'k * k A .4 k A 'k 'k k 'k A k k •k k A 4 '4 A k 'k k A A :A k k A 'k k A Additional Permit •Des.cripti•on: . • STORM DRAINAGE FOR METRO S BASE WAREHOUSE ADDITION Existing Square •Feet: • 30198 Additional Square Feet: 5050 New Square Feet: Inspection Fee: 15.00 Acct No: 412/342.400 P l a n Check Fee : 10.00 Act No: 000/345.830 TOTAL FEES: 25.00 King County Valuation: 'Value of Construction: . 750,000.00 k •k A k 'k k k k 'k k k '4 4 'k A 'k 'k 'k * •k 'A 'A 'k 'k 'A k k k k k 'A A k 'k A k 'k k 'A k 'k :k k k* 'k k k 'k A 'A 'k k k k 'k k .k k k 'k '4 'A 'k k k k 'k k k A k k k k A k :k k 'k .A I hereby accept 'th i .; permit-and .agree to abide all applicable :>ebt'i ons. of the City of Tukwila Mcrnicipa),Code. • We agree that the City at•: Tuk.wi la shall be held harmle ,s for ,.all or any claims. ario,int ' a_. .a result of this project. Permits which have iap:>ed beyond the expiration date. shall reauire a re- application and'reiss.uance of the perMit City at•an Ldditlanal . fee. . . THE APPLICANT. MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORT :, AT . LEAST 24 HOUR'S • IN ADVANCE:' TO SCHEDULE AN INSPECTION CALL 433- 0179. ' Si+ nature:__ . Q _ Date: _ t: �' fl; * k k -A A A k 'k A k 'k k• k k1rk k 'k A 'A)f k A k 'k 'k k k 'k k 'k 'k 'k k* '4 k k 'k 'k 'A 'k A 'k k k 'k k k 'A k* A41:104* k A k *1 *A 'k 'A 'k 'A A APPROVED F I S''UAN`E v.:. JJ' .' Issued By Date ALL q Authorized Permit Center" Signature A A A 'k k k 'k k A 'k 'k k k 'k 'k k k k k k k k 'k k k w k 'k k k k 'k 'k k 'k k k 'k 'k 'k •k •k 'A k :k k 'A k 'k :k k k 'k k A 'k k 'A 'k A k 'k k k 'k k •k 'k 'k k •A A 'k 'k 'k 'k k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions; for the project approved herein. Final Inspection Approved: . • • Inspector Signature Date • • ( i x .....' . • CITY OF TUKWILA Address: 11911 EAST MARGINAL WY S Permit No: PW95 -0337 Suite: Tenant: METRO SOUTH BASE ANNEX WAREHOUSE Status: ISSUED Type: PW -SD Applied: 11/01/1995 Parcel #: 102304-9066 Issued: 09/25/1996 Yr** 44* * kle . if 41 Ali le** k k * *A * .01 lt 11 ***A* le It 1 k.k k k *****A—A. *** *1 4** k 4.4,-0,1,1* A ick.k Of k** A A A A—A —k k Permit Conditions: 1:' Temporary erosion control measures shall be implemented as the first order of business„to„pyev sedimentation off- . ' - site or into existing .stOrM".dratpage.•..fabilities. '.- 2. The site shall have 'permanent erosion'eonti61..measures in , . place as soon as'OaSsible after final grading has been completed and :0'06r to the Final Inspecticin, 3 All private,,yStorm drain pipe shall be eitiei concOte, or . reinforce4 pipe. Treated corrugated'Metal•- be used for detention facilities.' 4. CONTRACTOR SHALL,MAINTAIN MINIMUM 1 FT CLEARANCE BETWEEN NEW STORM DRAIN PIPE AND CONCRETE CANOPY POST,. • : ' , . . .. _ . . . . . . . . . . • . . . . . • , . . . .. , • . . - - . . „ .. . • . - , . , . . . _ . . . . . • . . . . _ . . . . _ . . . _ . . . , . . , . • • , . . . . . . . . . —• - . . • . • . -, , . . ' ... - , - , . . . • . „ .••• ••• ,. „ ,. ., . • . . , . . . . . . „ . . • ..., , , . . , ., : • -,_ , . • .. , . . . ' . , . . . . „ , • • ,, , .. . . . . . , . . , • . . . . .. „ . . , . . . . . , " • , .._ ..r . . . . • . . , . . . . . . ......:„ .' . . .. . . . . . . .. , . . . • • . , . . . „ . ., .. • . . . . . • , . ., . ,. • . , ....,., . . . . ,. . „ . .,.• ... . y .... „,.., • :, , , . . . • ,,,..... , - .'.' • • . • . , ..., „.. .. ,. . . . • ,.... . .,, .. .., . . ..... . .. ,.„, ,. . , '.'„ .., . • „ ”. .. , - . . . . . . _ , . . • - . • . . . . . ... •,.• . . . , „ , . . • . . , . . . .. . . . . „ . • . . . . • • . . . . . . . . • . . . • . • , , . „ . . „ . . . . . . . , _ . • . . . . . . . . „ . , . . . . • . „ . .. . . „ . . . . . • . . . . • . . . , . . . . - • . „ „ . . , . . . . .. . . . . . ... . ” • • .. .. . , . . . . • . . • „ , . • , :: ,.. .. , , ..., , . .„ . ., , , ,. , . . . . . . .• •,., - , • f .�. .,. ... �d�>Zli BASE AI�t�trX t�Jfi•i�'H��V1SE . .• :"1•101:17=t,T63761 x. ,- J ,,w� iv sy Ci t y of Tuk ► _1a Applicat. #- • • ; R,Ea . ,•, o 1: : o - fi \1. '• Central Permit System -- Engineering Division ... • . i ` ��, r. lO - 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 BQ5-03(0 • . Phone:. (206) 433 -0179. • . N , J.. . ..,,„ / . - . UTILITY PERMIT APPL.ICATION --0 • rsoa - i l?!:F,10 . JEC.Tbii:]:::WW: Site Address : 1191'1 E. Mar ginal Wy, S. Tukwila WA. • PaF:O ? < Name of Project: Metro South Base Annex Warehouse Addition ;Property Owner: King County Department of Metropolitan Services Phone No.: 689 - 5236 • • , 3 Street Address: 821 Second Av., M/S 122 City /State/Zi Sea ttle, WA: • 98104 !Engineer: Phone No.: ' Street Address: ^'�`-• City /State2ip: ... • ,.ti 1Contractor: project to •go out • to bid after permits hav been Phone •No.: (Street Address: issued. City/State/Zip: • !King Cty Assessor Acct #: /'O y_ 9066 --09 Contractor's License #: Exp. Date PERMITS ❑ Channelization /Striping /Signing ❑ Sewer Main Extension..: ❑Pri • ❑ Public. • REQUE ❑ Curb Cut/Access /Sidewalk • 1$ Storm Drainage ; ; ❑ Fire Loop /Hydr. (main to vault) - No • Sizes: ❑ Street Use PIA aj -o335 . ❑ Flood Zone Control • ❑ Water Main Extension ❑Private : El 'Public. : :.• PIA 4i 0337 I Hauling . ❑ Water Meter / Exempt:- No.: • .:_•____ Sizes: .. • 1.16-C1 Ell Land Altering 250 S 0 ._ • , cubic yards Deduct . ❑ Water Only ❑ , . • ❑ Landscape Irrigation ❑ Water Meter /Permanent -No.: Sizes• �• • PAY • G ❑ Moving an Oversized Load ❑ Water Meter / Temporary: - No.: _Sizes:• • ' }:� I 10 16 -'U, ,M Est. start/end times: • • . .Estimated quantity: i Date: Schedule: 1 21 Sanitary Side Sewer - No ❑ Other'. • WATERMETER' "'r Name' N/A addition only) Phone No.: ;D.EPOSIT /.' >s` « >R N` S treet Ad dress: Cit /State/Zi ., /. I G >.. Y p� MONTHLY <>> RM Name Phone • No.: • , .N /A •(addition only) ' <BILIII GS' >'1:0 ><'< <<: < Street Address: . City /State /Zip: . . . ❑ Water ❑ Sewer . ❑ Metro ❑ Standby , . 0 . • • • .. • • . . . . • `DESCFtI #1 �i OF:'PROJ gla : : ` ❑ Single-Family . . • ..........:.. ,..:. .....:.......:....:..,.. :.....:.,,..:. . : • ..,j ❑ Multi•le -Famii Dwellin. Cl Hotel • ❑ Du•lex 13 A•artments CI Other: . • . • } No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums • . • . • ; .. ' f l Commercial/Industrial • El Office ❑ Warehouse ❑ Church .,.. ❑ Schooi /College /Univetsity'••• ❑ Retail ❑ Manufacturing ❑ Hospital ❑Other:. ' � .; ::•, : ::;;•; ;:; :.: ::: .:.; ,;::�: » >:«: New B " :: . MISCEL ANFOU_S: < ❑ g ® Remodel/ Square footage of original building space :30,198 • ' ... INFORMATION`; Square Addition = F oQ tape: Square footage of additional building space: 5, 050 • -; ' K ing County Assessor's valuation of existing structures: tures: $ N/A Valuation of work to be done: $ 750 000 1.HEREB ..Y CER:TIF...:Y:THA r I HA'VE:READ THIS >' P.:.PLICATION AND. KNOW >:THE<SAME TO :BE: TRUE`.AND> ORRECT Applicant /Authorize i . Contact Person . ' A. 1 i n, r- • 1, fir-v-7 .ri , . i . . . i Print Name: Jennifer Townsend Address: 1'C h ?r�'r • ft-10,1 ,f •. , { 68`+ . I7co F/4X I t J . Ph one: 689 -5236 ,4 1 -S+ Q / ( 47 • ,,..i Date Application Accepted: RECEIVED . Date Application Expires: , :•" . . . • �0 °dS•9S cirr OF TUKWILA S 96 04/22/92 OCT251995 ' • . . I. H. K. KIM, M, ENG' 1,4 E E R S, P.S. Job: „— • Consulting StructuV. .Engineers Dates IL, • B y s Bellevue, Washington 206 454-9426 Subjects— . I — 1 . , R E 4 J. • • e .4 ___ , __:, . 7 ! , ---0-C - 19 -- 1 , -- , ITUBRT 'OS , TTIASStG. ----- STRUCILI .AL--DSI: N-C-AiLc-yLA-T-IpN 1 1995 R IV: 0 lc 3 j 1 .. MEiRCII --t•SOUTH E3AE••AD1.1T- 011 I I- ._ 1 1 _____ _ I _ 1 , I 1 i i i. .661iy jolst Cles 1 I 2 oaf b,ean) aricl colymn 1 t 2 I . t , 4, 1 Tilt-up wall '6 Pile', 9 6, atra !olds - se lFill wid ---1 . 1 i . . i F . 1 • 1 F . .41. , etv . c. , _....... __ _____ ,..........__ .________ . ... ...„ "IT -; .,.. k . h4 ■ f 1 r .: Mt .T. , • f 1 , tr •; f p %-,4„ • ., •C • , rp, ., : n A, , ./,.., ••■ 1 , e - -I- - , -- - • --- - -- - -- eef,If,;1•4t44.,■; •■■; ---..- IY.'t:P■PI:1'.."''''''.r"A;IPsy4 ' i I i i ' •1 . .ti . ,.. 1 . -* 2 7 .4. 1 ! 1 . 1 : 76 7-7:5". 1 7 I -I- ...,--. - -I — _, —.... I .- _ - --t-- i . 4 .. . '---:- 1 . . i. • • EIVED A , T 2 5 1)95 -P. -r- --, . 4. 10 Wilii, 1 T i metro south base addition roof design load roof deck roof joist roof beam x flat canopy design load beam span canopy design load beam span , south base addition live load floor design load dead load pile flat slab design column column tilt-up wall typical nonbearing wall panel laterla force seismic roof dead load seismic load shear existing wall new shear wall seismic load plate supporting uplift lateral load wind load at roof + ,),, , :,..„, ; 5. " mo., +' A N i..4;:' :4 :4 '4,', , ., ,,ay t, ''u ra . rx tea, x it. w,., :�i M . .•r t�a, . .... t . ,.:, , �s„t i.. ,....,„ . v.<.s::- �.e sst' " .�. P. '� : .3. ifs?., +\ tkae ■�.,_ .... �.r: >;'`a,'fs5'r,:- q 1:t2 xy . r "`Xtf;1H.k. ,�':.. o& t : .F t'�.'<'dd J. :Y,r..»" "t. CEt 1� ,■3'r.■gtx4Y1 . L King County . Department of Metropolitan Services 16500 Lighting 16700 Signal Systems Subcontractors 16721 Fire Alarm System 16740 Telephone/Data System 16772 Public Address System 16950 Testing PART C - CONTRACT DRAWINGS WAREHOUSE ADDITION TOC-4 T/M13 s5 , o 1.09 COORDINATION A. Coordinate demolition with Engineer and others affecting or affected by work of this section. 1.10 ALTERNATES WAREHOUSE ADDITION 02060 T/M13 -95 WAREHOUSE ADDITION 02060 -2 T/M13-95 WAREHOUSE ADDITION 02070 -1 T/M13 -95 • 1.10 PROTECTION A. Protect portions of existing building and facilities, which are to remain, against damage and discoloration. Allow no leaks, even temporary, in existing buildings. Protect active utilities and maintain in continuous operation. Provide barriers as required to protect public from areas under demolition. PART 2 - PRODUCTS 2.01 DUST -PROOF ENCLOSURE '; } A. Translucent plastic, 6 mil. thickness; Foam strip and caulking. Framing lumber. ; A. Non - impact rotary tool with diamond core drills. Use gas or air operated drills for exterior and vented interior work only. 2.06 SALVAGE A. All salvage, except the following and other items specifically noted becomes property of Contractor. It may be reused on Work if so specified or scheduled or if Engineer judges it equal to new products specified. Arrange so that Engineer may review. Engineer may elect to retain some or all of the salvaged materials. The contractor is responsible removing and relocating identified salvagable items to other Metro properties as directed by the engineer. Remove and dispose of all remaining materials from site. 1. Preformed metal siding and rigid insulation. PART 3 - EXECUTION 3.01 PREPARATION A. Erect and maintain temporary partitions to prevent spread of dust, fumes, noise, and smoke. Protect existing items which are not indicated to be altered. Disconnect, remove, and cap designated utility lines within demolition area(s) and as noted on the Drawings. Mark location of disconnected utilities. Identify utilities and indicate capping locations on Project Record Documents. WAREHOUSE ADDITION 02070 -2 T/M13 -95 3.02 DETERMINATION OF HAZARDOUS MATERIALS A. Refer to Section 01035. 3.03 HAZARDOUS MATERIAL ABATEMENT WORK BY OTHERS A. Refer to Section 01035. 3.04 PRECAUTIONS FOR HAZARDOUS MATERIALS A. Refer to Section 01035. 3.05 TRASH CHUTES A. Provide to transport trash from upper levels to containers at ground level. Construct to be enclosed and prevent spread of dust and debris to surrounding areas. 3.06 DUST -PROOF ENCLOSURES A. Build where necessary and identified on plans to prevent dust from spreading into occupied existing portions of buildings. Maintain continuous access to fire escape routes. 3.07 CORING AND SAWING A. Pipe and Conduit Drilling: Diamond core drill with diameter 1/2 to 1 inch greater than penetrating pipe or conduit. B. Panel and Core Removing: Removing panels cores, and broken materials as soon as coring and . [ I WAREHOUSE ADDITION 02100 - T/M13-95 .. .. .. .. .s•n.n .ch> ^%,"11.tls51 SECTION 02200 { EARTHWORK PART 1 GENERAL 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Requirements, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specification section and related drawings. 2.02 ROCK A. Stone or boulders or other materials that cannot be removed by power shovel, 3/4 cubic yard bucket capacity, without use of continued drilling or by explosives. ; ? 2.03 CRUSHED ROCK A. Crushed fragments of rock, coarser than sand, maximum size 3/4 inches unless otherwise PART 3 EXECUTION 3.01 DUST CONTROL A. Sprinkle dust - producing soil with water as required to prevent damage or nuisance to adjacent property and persons. Stockpile excavated materials on site as indicated on drawings and directed by Engineer. WAREHOUSE ADDITION 02200 - T/M13 -95 WAREHOUSE ADDITION 02200-3 T/M13 -95 3.05 FROST PROTECTION A. Do not carry excavations to final depth when freezing weather is anticipated; after frozen material is thawed, excavate to final depth as shown, 3.06 REMOVAL OF EXISTING UNDERGROUND UTILITIES A. Demolish and completely remove from site all existing underground utilities indicated to be removed. Coordinate with local utility companies for shut off services for lines which are active. 3.07 DEWATERING • A. Provide all necessary pumps, hose and other equipment and work to carry and keep water out of footing an excavated areas or trenches. Provide adequate screens or plugs to prevent objectionable material from enter -ing pipe. Keep streets, gutters, walks and sewers free of dirt resulting from pumping work. Draw and keep static level down to a minimum of one (1) foot below bottom of excavation. Trench dewatering costs shall be included in bid. No extra will be allowed for water found in the excavation or for storm runoff. ~.` 3.08 FILLING AND BACKFILLING A. Before placing backfill remove all screed stakes, other wood, debris and materials subject to rot, corrosion or termite attack. Backfill excavations as promptly as work permits but not until completion of all inspection, testing, approval and recording location of underground utilities. B. Do not use frozen material for backfill or fill or deposit backfill over muddy or frozen soil. Prevent damage to structure in placement of backfill. Replace all damage thereto at Contractor's expense. Fill required to meet finish grade shall be topsoil. Fill in excess of twelve (12) inches may be any acceptable material. 3.09 TRENCH FILLING AND BACKFILLING A. Replace any unsuitable material found in trench bottoms with approved backfill material and compact as dir- ected. Place and compact bedding material to a uniform grade. Notify engineer at least twenty-tour (24) hours in advance of any backfiiling. Any pressure tests required shall be conducted before final backfiliing. 3.10 FOUNDATION AND SLAB COMPACTION A. Percentage of maximum density as defined by AASHO T99 method of compaction, or ASTM D698. Fill and backfill within building lines and under exterior slabs in eight (8) inch depth loose lifts and compact to ninety -five percent (95 %) maximum dry density. All other fill and backfill areas twelve (12) inch depth loose lifts, mechanically compacted. 3.11 TRENCH COMPACTION A. Place first lifts in six (6) inch layers maximum un- compacted thickness until twelve (12) inches over pipe. Firmly ram and tamp first layers of backfill into spaces around pipe and structures reasonably equally. Avoid displacement of pipe and structures. Bring up uniformly on both sides of pipe. Subsequent backfill layers may be up to twelve (12) inches in depth, Compact to ninety-five (95) percent of maximum density as measured by AASHTO T -180 unless otherwise directed. In -place density tests will be made according to ASTM D2922 or D1556. WAREHOUSE ADDITION 02200 T/M13 -95 a.'.::.:.:_::. i.::'. . ..::..:.:r....w. +N'........n ............. ....... ....... i......_._.._........,.._..._....__._.................. r.. rw..... r w ..., +..n.»........_........... .. ..,............_._,..._... �...._. �...._....... ..._....................�_.�._ WAREHOUSE ADDITION 02200.5 T/M13 -95 + SECTION 02275 SEDIMENT CONTROL FILTER FABRIC PART 1 GENERAL 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Require - ments, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specification section and related { drawings. 1.02 SCOPE A. This section covers the requirements for slope protection and erosion control noted on the drawings WAREHOUSE ADDITION 02275 -1 T/M13 -95 . A. Refer to Description of Alternates, Section 01030. WAREHOUSE ADDITION 02370 -1 T/M13 -95 WAREHOUSE ADDITION 02370 T/M13-95 SECTION 02520 ( CONCRETE PAVING PART 1 GENERAL 1.03 RELATED WORK Section 02100, Site Preparation Section 02200, Earthwork Section 03250, Concrete Accessories Section 03300, Cast -in -Place Concrete 1.04 CODES AND STANDARDS A. When working within public right -of -way, comply with the governing agency requirements If more restrictive than those specified herein. 1.05 DESIGN AND ENGINEERING A. Formwork design and engineering as well as construction are the contractor's responsibility. 1.06 COLD WEATHER CONDITIONS A. Place no concrete on frozen sub - grade. Remove ice and snow from reinforcing, forms and embedded items. Minimum start work temperature: 35 degrees F and rising. Stop work temperature: 40 degrees F and dropping. Raise temperature of all surfaces in contact with concrete above 40 degrees F prior to concrete placement. B. Follow recommended practice for cold weather concreting, ACI 306, copies of which can be obtained from the institute at Box 19150; Redford Station, Detroit, MI, 48219. Do not use salts or chemical admixtures to prevent concrete freezing. Assume responsibility, including costs for testing suspected frozen concrete. Remove and replace freeze damaged concrete at contractor's expense. }.. 1.07 WARM WEATHER CONDITIONS A. When air temperature exceeds 85 degrees Fahrenheit and when wind exceeds 10 miles per hour, place concrete in accordance with the following requirements; 1. Maximum concrete temperature at time of placement shall not exceed 70 degrees Fahrenheit. 2. Mix concrete minimum possible time and place as soon as possible thereafter. 3. Sprinkle forms, reinforcing, embedded items and sub -grade with cool water immediately prior to concrete placement. Protect exposed concrete surfaces against excessive drying with water spray or other approved method. 4. Assume responsibility including costs for testing damage suspected concrete. Remove and replace damaged concrete at Contractor's expense. WAREHOUSE ADDITION 02520 -1 T/M13.95 1.08 TESTING LABORATORY NOTIFICATION • ' A. Notify the testing laboratory selected by the Owner, at least twenty-four (24) hours prior to intended concrete placement. Place no concrete until sub - grade, formwork and reinforcement have been inspected. 1.09 ALTERNATES ; Sheared Length: Plus or minus 1 inch. Tie Dimension: Plus or minus 1/2 Inch. All Other Bend Dimensions: Plus or minus 1 inch. 2.05 PORTLAND CEMENT A. Manufactured per ASTM C -150, Type I -II. WAREHOUSE ADDITION 02520 - T/M13-95 2.06 AGGREGATE A. Manufactured per ASTM C -33. Maximum size of aggregate shall be 1-1/2 inch. 2.07 ENTRAINED AIR A. Manufactured per ASTM C -260. Provide in all work. Air Amount shall be plus or minus five percent (5 %) of concrete volume. 2.08 WATER REDUCING ADMIXTURES A. Manufactured P er ASTM C -494, Type A. This product may be used at Contractor's option. 2.09 CALCIUM CHLORIDE A. Not permitted. 2.10 EXPANSION JOINT FILLER STRIPS A. Preformed asphalt impregnated cane fiber manufactured per ASTM 01751. Thickness: 1/2 inch. Pozzolan content shall be 95 pounds per cubic yard. Entrained air content shall be plus or minus one and one -half percent (1 -1/2 %) of concrete volume. 2.15 CONCRETE PLACEMENT EQUIPMENT A. Mechanical type capable of depositing, spreading, consolidating, spreading and finishing concrete pavement as specified herein. ( B. Equipment support wheels where riding on steel forms shall be flanged on both sides. Where riding on previously placed concrete shall be flat, without flanges, and designed to prevent concrete WAREHOUSE ADDITION 02520 -3 T/M13 -95 • damage. 2.16 PAINTED MARKINGS A. White, non - reflective paint. Located as noted on drawings. Use stencil. Apply per manufacturer's instructions. Sherwin Williams, "Pro -mar Traffic Marking Paint "; Fuller- O'Brien, "Traffic Line Finish "; Forrest, "Norline "; Rodda, "Traffic Paint "; Pittsburgh, "Traffic and Zone Marking Paint "; or approved. PART 3 EXECUTION 3.01 EXISTING CONDITIONS A. Prior to starting work, notify General Contractor about defects requiring correction. Do not start work until conditions are satisfactory. B. Prior to the formwork installation, verify that the earthwork is complete and base material is compacted as specified. C. Prior to the reinforcement installation, verify that the surfaces and formwork to receive reinforcement are accurately sized and located, square, plumb, rigid, secure and otherwise properly prepared. D. Prior to concrete placement, verify that formwork, reinforcement and embedded items are accurately and securely placed, clean, water and frost -free, and ready to receive concrete. 3.02 CONTRACTOR'S OPTION A. In lieu of using fixed formwork, contractor may at his option, place concrete with slip -form paver designed to spread, consolidate, screed, and float- finish freshly placed concrete in one complete pass of machine. B. Slip -form Paver shall operate forward as continuously as possible. 3.03 FORMWORK INSTALLATION A. , Conform to shapes, lines, and dimensions shown on drawings. Brace and tie together to insure that position and shape are maintained. Make tight to prevent concrete leakage. B. Provide formwork bracing as required to meet requirements. Protect bracing against undermining or settlement when placed on ground. Anchor bracing as required to prevent upward or lateral formwork movement during concrete placement. C. Clean formwork of debris and foreign matter prior to concrete placement. Remove loose rust and foreign matter from reusable hardware prior to installation into formwork. D. Weakened -plane control joints shall be 3/16 x 1 -3/4 inch cut into concrete with masonry saw. Produce clean cuts with sharp edges, do not dislocate coarse aggregate. Unless otherwise approved by engineers to prevent concrete spalling, perform cutting between eight (8) and twenty- four (24) hours after concrete placement. During cutting operations, maintain standby masonry saw at project site. Do not saw -cut where volunteer transverse cracks occur within five (5) feet of planned sawed joints. However, do not omit more than three consecutive planned sawed joints. Restore curing seal and curing paper disturbed during sawing operations. Do not expose concrete surface or edges during sawing operations for more than thirty (30) minutes. 3.14 CONCRETE FINISHING A. Screed longitudinally with engineer approved power operated finishing machine. Draw steel tine broom parallel to pavement slope. Produce uniform surface corrugations approximately 1/16 inch deep. B. Where necessary and are approved by engineer, hand float finishing may be substituted provided the following requirements are met: 1. Hand float equipment is acceptable to engineer. pavement surface. Apply to concrete edges immediately after formwork removal. Do not use membrane compound method if pavement will be exposed to de -icing chemicals within thirty (30) days following curing period completion. 3.17 DETERMINATION OF DEFECTIVE WORK A. Remove and replace any surfaces which show excessive cracks, slabs which do not drain properly and other defective concrete. B. Minimum Surface Evenness and Pavement Thickness Measurement Standard shall comply with Washington State Department of Transportation (WSDOT) specifications. C. Minimum Measurement Test: One for each 2,500 square yards of pavement surface or fraction thereof. D. The pavement shall be deemed unacceptable for any of the following: 1. Where the pavement is more than 1/8 inch thinner than specified thickness. 2. Where the average pavement thickness is between 1/8 inch and 1/2 inch thinner than specified thickness then $3.00 per square yard of such deficient pavement will be deducted from any sums due to contractor. 3. Where average pavement thickness is between 1/2 inch thinner than specified thickness, WAREHOUSE ADDITION 02520 -6 T/M13 -95 ... .... n.. , ... _ .... .. .... ............._ .................+..�......ww v an ' Wf. YCV: �iC i3ttii ''4VaY; ?w pnn..v...v..... .. .... .... .. ... ..... ..............._....,........._....-....._... .- .... SECTION 02720 STORM SEWER SYSTEM PART 1 GENERAL PART 3 EXECUTION 3.01 CARE AND HANDLING OF MATERIALS A. Adequate precautions shall be taken to prevent damage to pipes, fittings, manhole components, • and all other materials used in construction of the storm drainage system. Pipe and other materials during transport shall be secured individually by use of wood spacer blocks or wood crates, or otherwise protected to prevent collision of individual pieces and the possible subsequent damage. All pipe, fittings and manhole components shall be loaded and unloaded in a manner to prevent shock or damage. Under no circumstances shall such material be dropped. All materials on the ground shall be protected from damage. All pipes, fittings, manhole components, and all other - materials used in the construction of the drainage system shall be carefully inspected by the Contractor prior to installation. All defective materials shall be rejected. All materials which are delivered considerably in advance of their installation shall be stored In a satisfactory manner. The • Contractor will receive no payment for materials on hand that are not so protected. Proper materials, tools and equipment shall be used by the Contractor for safe and convenient prosecution of the work. All pipes, fittings, etc. shall be carefully lowered into the trench piece by piece in such a manner to prevent any damage to the materials. Under no circumstances shall materials be dropped or dumped into the trenches. . " B. All rubber ring joints shall be lubricated, except when using rolling rubber gaskets with concrete pipe, and installed in accordance with the installation instructions of the pipe manufacturer, taking particular care to avoid pinching or otherwise causing damage to the rubber ring. All joints shall be free of dirt and other foreign matter prior to the joining of the next pipe. All joints shall be restrained to prevent creep and misalignment of joints. All pipe shall have a ring painted around the spigot ends in such a manner as to allow field checking of setting depth of pipe in socket, C. Pipe shall be installed with the use of a laser beam and target. A tolerance of plus or minus 1/4 Inch deviation from true grade at each joint will be allowed. Extra care shall be given to the installation of ' storm drain lines at minimum slopes to avoid flat slopes in the line. D. All foreign matter and gravel shall be removed from the inside of the pipe and fittings before being installed and the pipe and fittings shall be kept clean during placement. No pipe shall be laid when WAREHOUSE ADDITION 02720 -2 T/M13.95 IT conditions exist that in the opinion of the Architect or Project Manager are unsuitable for the placing of pipe. All pipe and manholes shall be covered or plugged at night. E. Joints shall be flexible bell joints with rubber ring gaskets. Connections to all drainage structures shall include provisions for a flexible bell joint within two feet of the connection point. 3.05 CLEANING AND FLUSHING OF COMPLETED AND TESTED STORM DRAINS . WAREHOUSE ADDITION 027204 T/M13 -95 �^ SECTION 02830 CHAIN LINK FENCING PART1 GENERAL - 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Requirements, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specification section and related drawings. 1.02 SCOPE A. This section covers the requirements for the chain link fencing shown on the drawings and specified herein. 1.03 RELATED WORK both selvages. Fabric seventy -two (72) inches and over shall be knuckled at one selvage and twisted and barbed at the other salvage. Tension wire at bottom. Knuckled, selvaged top and bottom. 2.03 LINE POSTS A. Line posts shall be 2 -3/8 inch outside diameter of galvanized SS-44 weight pipe. Space at ten (10) feet on center maximum. Line posts to be sufficient length to allow for approxi- mately thirty-six (36) inch setting into concrete footing. 2.04 TERMINAL POSTS A. All end, comer and pull posts shall be 2 -7/8 Inch outside diameter galvanized SS-44 weight pipe. Terminal posts to be sufficient length to allow for approximate -iy thirty-six (36) inch setting into concrete footing. WAREHOUSE ADDITION 02830 - T/M13 -95 2.05 TOP AND BRACE RAILS A. Top and brace rails shall be 1 -5/8 inch outside dia -meter galvanized SS -44 weight pipe. Top rail couplings shall be six (6) inches minimum in length shall be spaced at maximum of twenty (20) foot centers. Fabric tie wire shall be spaced at twenty -four (24) inches maximum. 2.06 GATES WAREHOUSE ADDITION 02830.2 T/M13-95 SECTION 03100 CONCRETE FORMWORK PART1 GENERAL 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Requirements, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specification section and related drawings. 1.02 SCOPE A. This section covers the requirements for the concrete formwork. Specifically, the formwork design, i engineering, construction, and removal. 1.03 RELATED WORK Section 03200, Concrete Reinforcement. Section 03250, Concrete Accessories. Section 03300, Cast -in -Place Concrete. Section 06100, Rough Carpentry. 1.04 CODES A ND ORDINANCES A. Applicable portions of UBC Chapter 26 and ACI 347. 1.05 REFERENCED STANDARDS A. American Concrete Institute (ACI): "Recommended Practice for Concrete Formwork" (ACI Publication #347) and "Specifications for Structural Concrete for Buildings" (ACI Publication #301). B. Uniform Building Code (UBC): Chapter 26. 1.06 DESIGN CONDITIONS A. Design erect, support, brace, and maintain formwork so that it will safely and rigidly support all vertical and lateral loads encountered during construction. _ 1.07 SUBMITTALS PROCEDURE A. Provide shop drawings indicating layout of ties if not shown on drawings. Refer to Section 01340. 1.08 ALTERNATES A. Refer to Description of Alternates, Section 01030. PART2 PRODUCTS 2.01 GENERAL ( A. Forms shall be of an approved material suitable for intended use. Form oil shall be an approved ( nonstaining type. WAREHOUSE ADDITION 03100 -1 T/M13 -95 2.02 STANDARD BOARD FORMS AT FOOTINGS A. Nominal 2x board forms with coating of form release agent. Utility grade. Maximum moisture content, 19 %. 2.03 STANDARD PLYWOOD FORMS A. Provide form panels of Douglas Fir, BB- EXT -APA, coated with a form sealer. 2.04 STANDARD FORM TIES A. Richmond, "Snap Ties "; Burke Plastic Cone Snap Ties; Dayton "Sure -Grip" RKL100 snap ties; or approved type recommended by manufacturer for conditions of installation. No wire ties or wood spacers allowed. No metal within I/2 inch of surface after tie removal. 2.05 CHAMFER STRIPS A. Half (1/2) inch size to match existing building chamfers unless otherwise noted. Burke, or approved. 2.06 FORM RELEASE AGENTS A. Chemically active coating, free of kerosene, oils, or waxes forming a water Insoluble film which shall not adversely affect a paint membrane. Submit two copies of manufacturer's specifications and application instructions. Noxchem, "Noxcrete "; Sonnebom, "Cast Off "; Symons, "Action Kote "; Unitex, "Formtech N "; or approved. PART 3 EXECUTION 3.01 GENERAL A. Construct the formwork to meet the tolerances specified in ACI 347, Section 3.3. Provide for openings, offsets, keyways, reglets, chamfers, blocking and other features required for the work. Provide for easy removal of forms without damage to concrete surfaces. Keep formwork free clear of wood chips, clods and other deleterious material. Form all concrete surfaces. Earth side walls permitted by approval only. 3.02 COORDINATION A. Coordinate formwork with the work of other trades as required for installation of inserts, conduit pipe sleeves, drains, hangers, supports, anchors and similar items. Secure in position before concrete is poured. Do not install sleeves or openings in concrete beams, joists or column except after approval of the Architect. Allow sufficient time between erection of forms and placing of the concrete to allow various trades to properly install their work. 3.03 BOARD FORMS A. Install boards horizontally. Coat forms with an approved form release agent. 3.04 PANEL FORMS A. Coat forms with an approved form release agent. Set panels tightly together to prevent the loss of concrete mortar. Carefully form intersecting planes to provide true clean, cut comers with edge grain of plywood not exposed as fort for concrete. Back joints with extra studs or girts to maintain true, square intersections. Use extra studs, whalers and bracing as required to prevent bowing of forms WAREHOUSE ADDITION 03100 -2 T/M13 -95 A. Conform to the American Concrete Institute's "Recommended Practice for Concrete Formwork" (ACI Publication #347) Chapter 3, Paragraph 3.6, unless otherwise noted below. B. Formwork not supporting the weight of concrete, such as sides of beams, walls, columns and similar parts of the work, may be removed forty -eight (48) hours after plac -ing of concrete, and provided concrete has sufficiently hardened not to be damaged by form removal and provided curing and protection operations are maintained. Form -work supporting the weight of concrete, such as beam soffits, joints, slab and other structural elements of the work, may not be removed less than fourteen (14) days after placement of concrete. Place reshores con - currently with removal of forms. Reshores to remain in place until design minimum compressive strength at twenty -eight (28) days for applicable type of concrete has been reached. 3.11 CLEANING OF FORMS A. When forms are to be reused, thoroughly clean surfaces, remove fins and laitance and tighten to close joints. Align and secure all joints to avoid offsets. Repair forms that are to be used. Do not use patched forms for exposed concrete surfaces. 3.12 REUSE OF FORMS B. Use only forms that will provide surfaces of same quality as specified for original use. END OF SECTION { WAREHOUSE ADDITION 03100 -3 T/M13-95 SECTION 03200 CONCRETE REINFORCEMENT PART 1 GENERAL l . 1.01 SCOPE A. This section covers the requirements for the reinforcing of the structural concrete. 1.02 RELATED WORK 1. Section 03300, Cast -in -Place Concrete. 1.03 CODES AND STANDARDS A. Conform with applicable portions of UBC Chapter 26, latest ASTM Standards and CRSI Manual of Standard Practice, or as modified herein. 1.04 REFERENCE STANDARDS A. American Society for Testing and Materials (ASTM): "Standard Specification for Cold -Drawn Steel Wire 1 for Concrete Reinforcement" (ASTM A82); "Standard Specification for Welded Steel Wire Fabric For Concrete Reinforcement" (ASTM A185); and "Standard Specification for Deformed and Plain Billet Steel Bars for Concrete Reinforcement" (ASTM A615). "Standard Specification for low -alloy steel deformed bars for concrete reinforcement" ASTM A706. B. American Concrete Institute (ACI): "Details and Detailing Concrete Reinforcement" (ACI Publication #315) and Building Code Requirements for Reinforced Concrete" (ACI Publication #318). C. American Welding Society (AWS): "Structural Welding Code Reinforcing Steel" (AWS Publication #D1.4). 1.05 SUBMITTALS A. Submit complete bar schedule, bar details, placement shop drawings prepared in conformance with "Manual of Standard Practice for Detailing Reinforced Concrete Structures," ACI Publication 315. Refer to Section 01300, Submittals Procedure. B. Show each type of bar marked with identification corresponding to identification tag on bar. C. Erection drawings shall be clear and easily legible and drawn to a minimum of either a 1/4" = 1' -0" Y le 9 scale, if the bars in each face are shown on separate drawings. Erection drawings shall show size and location of all openings. 1.06 DELIVERY, STORAGE AND PROTECTION A. Deliver all reinforcement to project site, bundled, tagged and marked. Use tags Indicating bar size, lengths and other information corresponding to markings shown on placement drawings. Tag material and markings unaffected by weather and resistant to wear and tear. Store on site to protect reinforcing from ice, mud and other deleterious materials. WAREHOUSE ADDITION 03200.1 T/M13.95 1.07 SUBSTITUTIONS A. Refer to Submittals Procedure, Section 01300. .. WAREHOUSE ADDITION 03200 -3 TIM13.95 SECTION 03250 CONCRETE ACCESSORIES PART1 GENERAL • 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Requirements, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specification section and related drawings. 1.02 SCOPE A. This section covers the requirements for the concrete accessories in the cast -in -place concrete. 1.03 RELATED WORK Section 02520, Concrete Paving. 9 Section 03100, Concrete Formwork. Section 03200, Concrete Reinforcement. Section 03300, Cast -in -Place Concrete. Section 03470, Site -Cast Concrete Panels 1.04 CODES AND ORDINANCES A. Applicable portions of UBC Chapter 26 and ACI 347. 1.05 ALTERNATES A. Refer to Description of Alternates, Section 01030. PART 2 - PRODUCTS 2.1 BELOW SLAB VAPOR BARRIER 2.2 SLAB PERIMETER AND EXPANSION JOINTS A. Polyethelene expansion joint material, per ASTM C -994. Thickness: V4 inch. Depth as required to bring top within 1/2 inch of slab surface. If backer rod is re- quired, provide depth as required to bring top within 3/4 inch of slab surface. National Fibre #12; Homasote, "Homex 300 "; or approved. 2.3 SLAB EXPANSION JOINT SEALANT A. Sealant conforming to ASTM C920, Type M, Grade P. Pro -vide polyethelene backer rod, If required. PRC, "Rubber Caulk 230 "; Sonnebom, "Paving Joint Sealant "; or approved. WAREHOUSE ADDITION 03250 -1 T/M13 -95 + 3.3 SLAB PERIMETER EXPANSION JOINTS A. Provide perimeter expansion joints at the intersections of the slab -on -grade with vertical walls or columns. Provide other expansion joints where located on the drawings and with a maximum spacing of forty (40) feet. Hold down 1/2 inch for sealant joints. 3.4 KEYED CONTROL JOINTS A. Provide where indicated on drawings on all concrete slabs -on- grade. Do (not) extend reinforcement through joints (and lap forty (40) bar diameters). WAREHOUSE ADDITION 03250 - T/M13 - 95 . . .. .. ........._._............, aar•. arr• raa ^.:mt""- :*'c?rbrwnsvvta.... «.,.... -.. _.. .... .. ... .. .. .... .. .. ... .. WAREHOUSE ADDITION 03250.3 T/M13 -95 ;,:::;4i ^mom- s *sts•..a.rv»ws. rr,ro•�,y;. •. srftt :A. sl.'� SECTION 03300 CAST-IN-PLACE CONCRETE PART 1 GENERAL .. Section 02520, Concret Paving. Section 03100, Concrete Formwork. Section 03200, Concrete Reinforcement. Section 03250, Concret Accessories. Section 03470, Site -Cast Concrete Panels. Section 09900, Coating Systems 1.03 CODES AND STANDARDS A. Conform to UBC, Chapter 26 and ACI Specifications for Structural Concrete for Buildings, ACI 301, unless modified herein. 1.04 QUALIFICATIONS OF MANUFACTURER A. Manufacturer shall be regularly engaged in the manufacture and delivery of ready mixed concrete. ( 1.05 SUBSTITUTION APPROVAL ( A. Refer to Submittals Procedure, Section 01300. 1.06 SUBMITTALS A. Refer to Submittals Procedure, Section 01300, 1.07 ALTERNATES A. Refer to section 01030 for list of alternates. PART 2 PRODUCTS 2.01 GENERAL A. Concrete shall be ready mixed, complying with ASTM C94. Manufacturer assumes full responsibility for mix design and performance. 2.02 CEMENT A. Portland Cememt; Type 1 or III. WAREHOUSE ADDITION 03300 -1 T/M13 -95 A. Allow sufficient time between erection of forms and placing of concrete to permit the various trades to properly install their work. Maintain and protect all sleeves, chases and similar hems provided or placed by various trades until concreting is completed. Hangers where required shall be anchored to main reinforcing bars. Install plate anchor bolts in line, plumb and accurately space and locate. 3.05 CONCRETE PLACEMENT A. Place concrete in horizontal layers of unifomr thickness not more than eighteen (18) inches deep. Achieve proper consolidation and avoid honeycombing by spading and mechanical high frequency vibrator. Avoid segregation of materials by excessive vibrating or drops in excess of five (5) feet. Mechanical compaction by immersion high frequency vibrators, minimum 7,000 revolutions per minute. Concrete may be placed by pumping; however, the use of aluminum pipe is prohibited. Insert vibrator vertically at interval required to gain thorough compaction, eighteen (18) inches to thirty (30) inches, Extend vibrator tip into previous concrete layer. Avoid damage to forms. Place concrete in final location, movement by vibrator is not permitted. Pour continuously each item or member to be sandblasted, or as approved. Obtain approval before placing any new work on previously or frozen and thawed soil. Stop pours only at joints where shown or approved. 3.06 CONCRETE SLAB INSTALLATION A. Slope exterior concrete for drainage, maintain true, uniform slopes, or as shown. Level interior slabs carefully, screeded to true, even grade. Maximum variation 1/8 inch (Class B finish) in 10' radius, noncumulative. Apply sealer and/or sealer - hardener atter finishing and immediately after water sheen has disappeared. Space construction joints at column lines, or at maximum spacing of 20' -0" on center unless otherwise shown. Provide expansion joints at columns and foundation walls. Provide additional reinforcing at re- entrant comers, minimum of three #3 bars x 24 inches long spaced at 8 inches on center at 45 degree angle to re- entrant comer. Obtain Engineer's approval on the first thirty (30) square feet of each finish. Sample to show joint and edge treatment, approved finish sample shall be basis for judgment of minimum acceptable standard. 3.07 TROWEL FINISH A. Trowel finish all slabs unless otherwise indicated or specified. Trowel to smooth hard, dense surface, free from trowel marks. Do not trowel until surface is dry enough for proper finish. Absorption of wet spots with neat cement not allowed. 3.08 ARCHITECTURAL CONCRETE A. Consider all exposed faces unless otherwise shown, to be "Architectural Concrete; as specified in ACI 301, Chapter 13. Correct all aggregate pockets, honeycombing and other defects as directed. Grind off fins and projections. Remove stains and foreign material from all exposed concrete. Fill form tle holes with cement mortar mix, or plastic cone tie plugs on all exposed concrete with standard form ties. All form tie holes with cement mortar mix on all surfaces below grade which require moisture protection. 3.09 FENCE POST BASES A. Place a minimum of four (4) inches of gravel at post base hole; fill fence post holes with concrete and rod in place; trowel finish top of concrete to shed water. f 3.10 CURING B. General; Comply with applicable portions of UBC Chapter 26 and modifications as specified herein. Refer to hot WAREHOUSE ADDITION 03300 -3 T/M13 -95 SECTION 03470 SITE -CAST CONCRETE PANELS PART1 GENERAL 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Requirements, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specification section and related drawings. 1.02 SCOPE A. This section covers the requirements for the Site -Cast Concrete Panels shown on the drawings and specified herein. 1.03 RELATED WORK Section 03100, Concrete Formwork Section 03200, Concrete Reinforcing Section 03250, Concrete Accessories Section 03300, Cast -in -Place Concrete Section 07920, Joint Sealants Section 09900, Coating Systems 1.04 DESIGN REQUIREMENTS A. Panels have been designed to support in -place loads only. Contractor shall determine lifting procedures and provide additional reinforcing required to support the lifting and handling stresses. All work shall be performed under the direct supervision of an engineer licensed to practice in the state. Submit the grating stress calculations, including bracing analysis for wind and seismic loads. 1.05 GUARANTEE A. Application shall be guaranteed for water tightness of the exterior assembly, covering materials and labor, for a period of two years after the date of Substantial Completion. This guarantee extends the one year guarantee stated in the General Conditions, Section 00700. 1.06 SUBMITTALS A. Submit shop drawings in accordance with Shop Drawings, Product Data, and Samples, Section 01340, prior to fabrication. Indicate the dimensions, required clearances, reinforcement, inserts, anchoring, lifting requirements and instructions. B. Submit structural design calculations in accordance with Shop Drawings, Product Data, and Samples, Section 01340. 1.07 QUALIFICATION OF PANEL CONTRACTOR A. Installation shall be by an experienced contractor having a minimum of three (3) years experience in the work. Provide evidence of experience upon request of the Architect. 1.08 QUALIFICATION OF WELDER WAREHOUSE ADDITION 03470 - T/M13 -95 mechanical, or electrical. 2.04 BOND BREAKER A. Non - staining, non - yellowing, product of contractor's choice, but approved by the applicator of any product to be adhesive- bonded to the concrete, such as the paint subcontractor. 2.05 FABRICATION TOLERANCES • A. All work shall be true, level, and with straight sides in accordance with the drawings and the following maximum tolerances: 1. Warpage: 1/8 inch per 6 foot length. 2. Linear Shrinkage: 1/8 inch plus or minus in any dimension. 3. Squareness: 1/8 inch per 6 foot maximum difference between opposite diagonal measurements. 2.06 FINISH A. Provide a smooth sacked or skim coat finish on the exterior lace of the site -cast concrete panels. WAREHOUSE ADDITION 03470 - T/M13 -95 WAREHOUSE ADDITION 03470 -3 T/M13.95 PART 2 PRODUCTS 2.01 METALLIC NON - SHRINK GROUT A. Master Builders, "Embeco "; Sonnebom, "Ferrolith "; or approved. 2.02 NON - METALLIC NON- SHRINK GROUT A. Master Builders, "Master Flow 713 "; Sonnebom, "Sonogrout "; or approved. WAREHOUSE ADDITION 03600 - T/M13 -95 PART 3 EXECUTION 3.01 METALLIC NON - SHRINK GROUT INSTALLATION A. Mix per manufacturer's recommendations and as dry as can be properly worked. For clearance more than one inch, add 1 to 1 -1/2 parts pea gravel. Apply to clean dampened surfaces. Pack solidly to fill entire space. To prevent Iron oxide stains on surface, install grout to within 3/4 inch of exposed surface and point with standard mortar, ASTM C270, Type N. Tool edges smooth and flush with adjacent surfaces. 3.02 NON- METALLIC NON - SHRINK GROUT INSTALLATION {. WAREHOUSE ADDITION 03600 -2 T/M13 -95 • sponge seal bet -ween the underside of the steel ledger and the masonry course directly below. Seal to be double -faced medium density vinyl with a density of fifteen pounds per ASTM D -1867. ( WAREHOUSE ADDITION 04150 - T /M13 -95 WAREHOUSE ADDITION 04150-2 T/M13.95 1.02 SCOPE A. This section covers the requirements for the concrete block masonry shown on the drawings and specified herein. 1.03 RELATED WORK Section 04100, Mortar and Masonry Grout Section 04150, Masonry Reinforcement Section 05500, Metal Fabrications Section 06100, Rough Carpentry Section 07200, Insulation Section 07620, Sheet Metal Flashing Section 07920, Joint Sealants Section 08110, Steel Doors and Frames 1.04 CODES AND STANDARDS A. Comply with applicable portions of UBC Chapter 24 and referenced ASTM Standards. 1.05 TESTING A. Testing by independent testing laboratory selected and paid for by Owner. Cooperate in preparation of test specimens as required. 1.06 SUBMITTALS PROCEDURE A. Submit a Certificate of Conformance from manufacturer certifying that concrete block masonry units delivered to job are as specified. 1.07 SOURCE QUALITY CONTROL A. Sample and test in accordance with ASTM C140, for compressive strength and water absorption. 1.08 DELIVERY AND STORAGE A. Store above ground, keep dry, Deliver prefaced units in cartons to protect faces and edges. Do not remove from packing until time of use. 1.09 ALTERNATES A. Refer to Description of Alternates, Section 01030. WAREHOUSE ADDITION 04220 - T/M13.95 ». A. Match coursing, bond, color and texture of new with existing where shown. 3.06 BUILT -IN WORK A. Install all bolts, anchors, reglets, nailers, sleeves, inserts, door and window frames, louvers, vents and other built -in items as masonry progresses. Device location, spacing and loading subject to approval. Size and locations of openings not detailed subject to approval. Openings up to 6 inches in diameter may be drilled. No chipping of finished masonry permitted except as approved. Build in precast concrete items fumished and set under Division 03000. Provide masonry ties per UBC at . masonry only during hot weather and with a fog spray. Set units plumb, level and true to line with course and angles square unless shown otherwise. Use line blocks wherever possible, if necessary to use line pin, fill hole with mortar as soon as pin is withdrawn. Align on exposed face or as shown. Align vertical cells to provide continuous, unobstructed openings. Bond or anchor masonry walls that meet or intersect. Lay in a (running) (stacked) bond pattem with vertical joints (centered on) (aligned with) units in course below. At openings where not covered by metal frames, provide closed end units at jambs, wall ends, comers, and openings and closed soffit units at heads. All spaces around anchor bolts and built -in items to be solidly mortared. Embed bolts at least 2/3 wall thickness with not less than 1 inch mortar between bolt and masonry. Install chipped units in concealed locations where possible. If necessary to move a unit after placement, remove from the wall, clean and reset in fresh mortar. 3.10 FACE JOINTS A. Make all joints uniform and approximately 3/8 inch thick unless otherwise shown or specified. All joints for prefaced units to be 1/4 inch thick. All exterior and interior vertical and horizontal joints to be concave. B. Finish joints when mortar is thumbprint hard. Use pointing tool at least 1 -1/2 times length of block, with sufficient pressure to compact mortar and provide smoothly finished joint with exposed edges ( in positive contact with block. Rake out mortar around door and window frames and other wall openings for application of sealant. Tool smooth to a uniform depth of 3/8 inch. 3.11 CONCEALED JOINTS A. Provide flush joints where masonry is to be concealed, joints below grade, joints within 4 inches of floor where base Is scheduled. WAREHOUSE ADDITION 04220 -3 T/M13 -95 3.12 JOINT TOLERANCES A. Maximum allowable joint variation shall be +1/16 inch in 16 inches or +3/16 inch in 8' -0'. Maximum joint width, 5/8 inch; minimum joint width, 1/4 inch. Lay masonry in 8 inch vertical module. 3.13 CONTROL JOINTS A. Cross - shaped polyvinyl chloride or rubber extrusion set as detailed. Joints in polyvinyl chloride extrusion heat spliced as approved. Joints in rubber extrusion vulcanized with gum rubber. Masonry joint at extrusion to match mortar joint. Sealant as specified in Section 07900. All steel reinforcement interrupted at control joint unless otherwise detailed. Control joint continuous from top of foundation to top of wall as shown on the drawing. Where joints are to be installed after laying of masonry keep open space at joint free of mortar by temporarily inserting continuous wood or metal filler strips in wall. Locate at 24 feet on center maximum at all walls not designated otherwise. Location of joint not noted on drawings subject to approval. 3.14 CONSTRUCTION TOLERANCES A. Maximum variation from plumb: 1/4 inch in 10 feet; 3/8 inch in 20 feet; 1/2 Inch in 40 feet or more. Maximum variation from level: 1/4 inch in 20 feet; 3/4 inch in 40 feet or more. Maximum variation of linear building line: 1/2 inch in 20 feet; 3/4 inch in 40 feet or more. 3.15 MORTAR BEDDING A. At hollow units fill mortar bed joint for first course except under grout spaces. Fill bed joints with mortar for thickness of face shell; butter head joints for thickness of face shell and shove block tightly in place. Fill cross web joints in piers, columns, pilasters and where webs surround cells with „ reinforcing. Do not allow fins of mortar to protrude into grout space more than 3/8 inch. At solid units lay with full bed joints. Butter ends sufficiently to fill head joints and shove into place. Do not slush head joints. 3.16 HOLLOW UNIT, LOW LIFT GROUTING A. Before grouting, remove mortar protruding into grout space. Fill all cells of first course and puddle immediately. Fill additional cells as indicated, pouring grout in lifts not to exceed 16 inches. Puddle at time of pour and again before plasticity is lost. Grout bond beams full in one continuous operation, after placing metal lath In joint below the shutoff cells not to be grouted. Do not use paper. Hold pour 1 -1/2 inches below top of units when grouting is stopped for one hour or longer; moisten top surface before resuming work. 3.17 CURING A. If exposed to hot weather or winds, keep all surfaces dampened for 3 days after laying. Use light fog spray at least twice daily. Do not allow water to run down walls. .3.18 POINTING A. Check all joints for integrity. Cut out cracks and defective joints; remove all line pins. Tuck -point all cutout joints and holes in joints of masonry surfaces; tool to match existing adjacent work. 3.19 CLEANING A. Remove mortar and grout deposits while fresh. Clean exposed surfaces as work progresses, washing with water and stiff bristle brushes. Dry brush wall surfaces at end of each day's work and after final pointing. Do not use acid wash. WAREHOUSE ADDITION 04220 - T/M13 -95 , ..___ _______ ..: WAREHOUSE ADDITION 04220-5 T/M13 -95 ,)] • 2.06 FABRICATION • � WAREHOUSE ADDITION 05120 - T/M13.95 SECTION 05200 STEEL JOISTS PART1 GENERAL II 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Requirements, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specification section and related drawings. 1.02 SCOPE A. This section covers the requirements for the metal joist framing noted on the drawings and specified herein. 1.03 RELATED WORK Section 05120, Structural Steel Framing Section 05500, Metal Fabrications Section 05300, Metal Docking Section 06100, Rough Carpentry Section 09900, Coating Systems 1.04 CODES AND STANDARDS A. Applicable portions of UBC (Chapter 27); Steel Joist Institute's (SJI) "Specifications for Material, Design, Manufacture, Handling and Erection "; and American Welding Society (AWS) "Standards ". 1.05 SUBMITTALS A. Provide manufacturer's certificate of compliance with requirements of Steel Joist Institute and provide placement drawings required per Section 01340. Indicate standard designations, configurations, sizes, locations, bridging, connections, and attachment. 1.06 ALTERNATES A. Refer to Description of Alternates, Section 01030. PART2 PRODUCTS . WAREHOUSE ADDITION 05200 - T/M13.95 „_ WAREHOUSE ADDITION 06200 -2 T/M13 -95 SECTION 05300 METAL DECKING PART 1 GENERAL [. 1.02 SCOPE A. This section covers the requirements relating to the metal decking noted on the drawings and specified herein. 1.03 RELATED WORK Section 05120, Structural Steel Framing Section 09900, Coating Systems 1.04 CODES AND STANDARDS A. Conform to the applicable requirements of the Standard Floor Deck Specifications published by the Steel Deck Institute. Conform to ASTM A-446. 1.05 SUBMITTALS A. Shop Drawings required in accordance with Section 01300. Provide manufacturers certificate of compli -ance with design requirements. 1.06 SUBSTITUTIONS A. Refer to Submittals Procedure, Section 01300. 2.03 GALVANIZIN G A. Conform to ASTM A525 and Federal Specification QQ -S -775. Galvanize all composite floor and roof decking and accessories. WAREHOUSE ADDITION 05300 - T/M13-95 PART 3 EXECUTION . 3.01 DECKING INSTALLATION A. Fit decking in openings shown on the drawings. Provide closure pieces to exclude concrete fill from cells or as required to stop off concrete fill. Fasten units with flutes and cells in accurate and straight WAREHOUSE ADDITION 05300-2 T/M13 -95 • SECTION 05400 LIGHTGAGE METAL FRAMING PART1 GENERAL 1.01 SCOPE A. This section covers the requirements for the non- Ioadbearing metal framing at interior walls noted on the drawings and specified herein. 1.02 RELATED WORK Section 04220, Concrete Block Masonry Section 09250, Gypsum Board 1.03 CODES AND STANDARDS A. Applicable portions of UBC (Chapter 27), ASTM specifications, and latest edition of the American Iron _ A. All framing components shall be cut squarely for attachment to perpendicular members or, as required, for an angular fit against abutting members. Erect framing accurately, plumb and true. Secure rigidly and adequately for horizontal and vertical load requirements of the connection. Fastening of components shall be with self - drilling screws or welding. Screws and welds shall be of sufficient size to ensure the strength of the connection. Wire tying of components shall not be permitted. All welds shall be touched -up with the manufacturers recommended zinc paint. WAREHOUSE ADDITION 05400 - T/M13.95 WAREHOUSE ADDITION 05400 T/M13 - 95 METAL FABRICATIONS PART1 GENERAL 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Requirements, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specification section and related drawings. 1.02 SCOPE A. This section covers all work required to provide all miscellaneous steel shown on the drawings and specified herein. 1.03 RELATED WORK Section 03300, Cast -in -Place Concrete Section 05300, Metal Decking Section 09900, Coating Systems 1.04 CODES AND STANDARDS A. Conform to the American Institute of Steel Construction (AISC), the American Society for Testing Materials (ASTM), and the American Welding Society (AWS). �- 1.05 SUBMITTALS A. Provide shop drawings as required on fabricated items including proposed method of attachment. Refer to Section 01300. 1.06 ALTERNATES A. Refer to Description of Alternates, Section 01020. �_. PART 2 PRODUCTS 2.01 MATERIALS A. Steel Shapes: ASTM A36. B. Bolts, Nuts and Washers: Bolts and nuts per ASTM A307, washers per ASTM A36, unless otherwise specified. C. Wood Plate Anchors: 1/2 inch in diameter 10 inches long unless otherwise noted. D. Steel Tubing: ASTM A501, welded steel structural tubing. E. Steel Pipe: A36 F. Steel Electrodes: E -70 series. Submerged arc, Grade AWS -2. G. Cast Iron: ASTM A48. H. Primer: Fuller, #121 -00; Miller, #468; Themac, #99R; or approved. I. Other Materials: Best commercial quality suitable for intended purpose. J. Galvanizing: Not less than 2 ounces per square foot hot dipped process. { WAREHOUSE ADDITION 05500-1 T/M13-95 2.02 FABRICATION WAREHOUSE ADDITION 05500 -2 T/M13.95 .. , _ . ,..., . ,... . , , , , , 1 1 il . UNIT REPAIR FACILITY 06100 - T/M13 -95 plugs or inserts not allowed. Space as required for a rigid and permanent installation. PART 3 EXECUTION 3.01 GENERAL CONSTRUCTION A. Installation: Carefully lay out cut, fit and erect framing. Secure with sufficient nails, spikes and bolts to UNIT REPAIR FACILITY 06100 -2 T/M13.95 WAREHOUSE ADDITION 07190 - T/M13 -95 . A. Refer to Submittals Procedure, Section 01300. 1.08 ALTERNATES A. Refer to Section 01030, for list of alternates. WAREHOUSE ADDITION 07200-2 T/M13-95 PART2 PRODUCTS 2.01 RIGID BOARD INSULATION A. Applied to inside face of tilt -up concrete walls: 1. Material: 1.6 to 2 pcf density glass - reinforced Polyisocyanurate Foam Plastic 2. Manufacturer & Brand: "R -max ", R' -max Inc.; "Thermax ", Celotex Corp. or approved equal. 3. Minimum Thickness: 1 inch 4. Facing Material: minimum 1 mil thick reinforced aluminum foil 5. Panel Size: 4ft x 8ft sheets minimum 6. Minimum R -value per inch: R -7 7. Compressive Strength: Minimum 20 psi 8. Method of attachment: Electroplatedl2 ga. spindle anchors with self- locking washers. Minimum (6) six pins per 4x8 sheet located within 6' to 8" of panel edge. 10. Joints: Tape all joints with a minimum 3" wide FSK fiberglass foil face reinforced tape. 11. Application: Rout -out grooves in insulation to cover all electrical conduits 12. Locations: All walls except common warehouse wall from floor to underside of metal deck. 13. Manufacturing Standard: Fed. Spec. HH- I- 1972/1, 2.02 FIRE SAFING INSULATION A. Mineral fiber insulation which is rated non - combustible in accordance with NFPA Standard 220. Provide with vapor retarding foil face and smoke seal compound. Provide thickness required to meet fire - rating required by code. US Gypsum Company or "Thermofiber" or approved equal. - WAREHOUSE ADDITION 07200-2 T/M13-95 . _ .. . ... ...._ .. .. .... .... .. .. .... _.. ....._..:........„.._...,.. ......,......w..ws.v >r.,vasc »r x.ra .,...,. ao-....... _... .... .„_....-.......,.._.. ._...._.,...___ ................ . WAREHOUSE ADDITION 07200.2 T/M13.95 SECTION 07410 PREFINISHED METAL ROOFING PART1 GENERAL 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Require - ments, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specifi- cation section and related drawings. 1.02 SCOPE A. This section covers the requirements for the prefinished metal roofing shown on the drawings and specified herein. 1.03 RELATED WORK Section 07620, Sheet Metal Flashing. C. Fumish a written five (5) year guaranty against defects on the nylon screw heads. {. 1.06 SUBMITTALS A. Submit shop drawings in accordance with Shop Drawings, Product Data, and Samples, Section 01340, prior to fabrication. Show types of materials, accessories, and typical fastener layout. Indicate gauges, anchorage details, and panel closure details. B. Submit to Architect a 12 inch x 12 inch sample of preformed panels. Include typical top and bottom edge trim and fasteners. Obtain approval from Architect prior to fabrication. 1.07 QUALIFICATION OF APPLICATOR A. Installation shall be by an experienced applicator having a minimum of five (5) years experience in the work. Provide evidence of experience upon request of the Architect. 1.08 SAMPLE CONSTRUCTION WAREHOUSE ADDITION 07410 -1 T /M13 -95 B. Substitutions approved by Architect per Section 01630. 2.02 STEEL PANELS, BATTEN, AND TRIM A. Twenty -four (24) gage steel per ASTM A -446 with galvanizing per ASTM A -525. 2.03 ACCESSORIES A. Provide all necessary clips, fasteners, and closures as required for the installation as recommended by the manufacturer. Finish of all exposed accessory materials shall match the prefinished metal roofing. 2.04 F INISH A. Factory- applied Kynar 6 500" Polyvinylide Fluoride finish, or approved. Color selected by the Architect from the manufacturer's standard colors. 2.05 FASTENERS A. Use manufacturer's approved color matched screws. 2.06 SEALANTS {} A. Provide joint sealants recommended by prefinished metal roofing fabricator. 2.07 FABRICATION A. Field measure project conditions prior to fabrication. Provide full length panels only. Layout with equal sized panels at each end, not less than one half panel width. Factory fabricate all metal roofing WAREHOUSE ADDITION 07410 T/M13 -95 .:. ....... .. .. x:..:.i...•urki'R i'cHw i.'FT :71 c .+,x.c ..vn y w, WAREHOUSE ADDITION 074104 TO/113 -95 PART 2 PRODUCTS `. 2.01 PREFINISHED METAL SIDING A. Manufacturer: ASC Pacific, Prestige Series -12, to match existing siding profile, material, finish, color and trim, or approved equal. ( WAREHOUSE ADDITION 07470 -1 T/M13 -95 • B. Pattem: PS -12, match existing finish profile. C. Material: Galvanized Steel D. Metal Thickness: 18 gauge E. Length: Full- length, single piece F. Fasteners: Concealed type. • G. Finish: Kynar 500 resin, or approved H. Color: Custom to match existing color 2.02 PREFINISHED METAL SIDING ACCESSORIES /SUBGIRTS + - A. General :Provide fasteners, cleats, clips, as required to install a complete system. Closure strips at top and bottom of panel to match existing conditions, lengths as per manufacturer's standard. Self tapping ° • screws with type 'B' hex head of stainless steel alloy type 305 wtth cadmium plated finish and aluminum/neoprene washers. Fasteners prefinished to match siding color. B. Material: Galvanized Steel C. Size & Spacing: As required to support panels and resist wind loads, unless larger, heavier, and/or closer spacings are shown on drawings. 2.3 FLASHING AND TRIM A. Material: Match existing adjacent flashing. B. Profile: Match existing adjacent flashing. �.• C. Color: Match existing adjacent color. PART 3 EXECUTION 3.01 SUBSTRATE AND EXISTING CONDITIONS A. Examine all substrate surfaces and correct or have other trades correct the defects before beginning work. Starting work indicates acceptance of substrate surfaces and compatability with existing panels. B. Examine existing salvaged metal panels and confirm compatability with new wall panel profile for a visually consistent and weatherproof installation. 3.02 FIELD MEASUREMENTS A. Verify prior to fabrication. If field measurements differ slightly from drawing dimensions modify work as required for accurate fit. If measurements differ substantially, notify Engineer prior to fabrication. 3.03 ELECTROLYTIC PROTECTION A. Treat contacting surfaces of dissimaiar materials with bituminous paint to prevent corrosion. WAREHOUSE ADDITION 07470 -2 T/M13 -95 .. .... .. .. .... s.,...... , n. «..x^S, .4Y,.,9.1?}A..Y.G ...a..R..,, ..Y u.u..+ ...,. _... ...._... .., ...........__...«. _,..._...........Y...._.. , WAREHOUSE ADDITION 07470-3 T/M13-95 11. The presence and activity of the manufacturer's/ specifier's representative and/or owner's representative shall in no way relieve the contractor of contractual responsibilities or duties. C. Project meetings: 1. Pre - construction conference: a. Will be scheduled by Owner within fifteen (15) days after notice of award. b. Attendance: 1) Roofing material supplier/specifier 2) Contractor 3) Representative of Owner. - + c. Agenda: 1) Designation of responsible personnel. 2) Walkover inspection. • = 2. Progress meetings: a. Will be scheduled by Owner as required. b. Attendance: 1) Roofing material manufacturer /specifier/ contractor. 2) Owner. ; c. Minimum agenda: 1) Review of work progress. 2) Maintenance of progress schedule. 3) Coordination of projected progress. 4) Maintenance of quality and work standards. 5) Other business relating to work. 3. Final inspection: a. Will be scheduled by roofing material manufacturer upon Job completion. . b. Material safety data sheets. c. Samples of coatings, adhesives, and roofing ply sheets. d. Shop drawings or samples of metal }lashings, showing exact profile, lengths, joints, terminations, and methods of attachment. 1.05 DELIVERY, STORAGE AND HANDLING A. Delivery of materials: 1. Deliver materials to job -site in new, dry, unopened, and well - marked containers showing product and manufacturers name. 2. Deliver materials in sufficient quantity to allow continuity of work. 3. Coordinate delivery with Owner. B. Do not order project materials or start work before receiving Owner's written approval. C. Storage of materials: 1. Store roll goods on ends only. Discard rolls which have been flattened, creased, or otherwise ( damaged. Place materials on pallets. Do not stack pallets. 2. Stack insulation on pallets. 3. Store materials marked "keep from freezing" in areas where temperatures will remain above 40 °F (5 °C). 4, Store metal root deck on pallets with one end elevated to provide drainage. 5. For insulation, remove plastic packaging shrouds. For felt rolls, slit the top of the plastic shrink wrap only. Cover top and sides of all stored materials with tarpaulin (not polyethylene). Secure tarpaulin. 6. Rooftop storage: Disperse material to avoid concentrated loading. 7. No materials may be stored in open or in contact with ground or roof surface. 8. Should Contractor be required to quickly cover material temporarily, such as during an ( WAREHOUSE ADDITION 07510-3 T/M13 -95 unanticipated rain shower, all materials shall be stored on a raised platform covered with secured canvas tarpaulin (not polyethylene), top to bottom. 9. Contractor shall assume full responsibility for the protection and safekeeping of products stored on premises. D. Material handling: - 1. Handle materials to avoid bending, tearing, or other damage during transportation and installation. 2. Material handling equipment shall be selected and operated so as not to damage existing to fall below 40 °F (4.44 °C). 4. Do not perform masonry work below 40 °F (4.44 °C). 5. Remove any work exposed to freezing. 6. Advise Owner when volatile materials are to be used near air ventilation intakes so that they can be shut down or blocked as owner requires. 1.07 SUBSTITUTIONS WAREHOUSE ADDITION 07510 -4 T/M13 -95 WAREHOUSE ADDITION 07510 -5 T/M13 -95 PART 2 PRODUCTS 2.01 GENERAL A. Comply with quality control, references, specifications, and manufacturer's data. Products containing asbestos are prohibited on this project. Use only asbestos -free products. B. Use products with personal protection. User must read container label and material safety data sheets prior to use. 2.02 ACCEPTABLE MANUFACTURER A. Tremco Inc., Cleveland, OH Local Representative: Paul Cassidy (800) 831 -7408. B. Metal roof deck: 1. Gage, rib depth, rib configuration - match existing; three (3) span; lapped and stitched joints. ,, , 2. Sheet steel: ASTM A 446 -85, Grade A structural quality; with G90 coating (galvanized). 3. Butt and finish strips: Twenty (20) gage sheet steel. 4. Acceptable manufacturers: a. Bowman Construction Products, Pittsburgh, PA. E. Insulation adhesive: 1. FAS N FREE by Tremco. 2. Bottom layer: Type III Aspahlt F. Cricket adhesive: 1. FAS N FREE by Tremco. G. Crickets: 1. ASTM C 208-72(1982), asphalt coated fiberboard, factory fabricated, 1/2 inch slope (12.7 WAREHOUSE ADDITION 07510 T/M13 -95 6. Roofing granules: a. ASTM D 451 -85, white, No. 11 grade. WAREHOUSE ADDITION 07510 T/M13 - 95 • 7. Sealants: a. Drawband sealant: 1) TremSEAL GP by Tremco. b. Reglet sealant: 1) TremSEAL GP by Tremco. 8. Stripping adhesive for metal flanges: a. ELS by Tremco. 9. Stripping ply: a. Burrnesh by Tremco. 10. Vapor retarder: a. Ply sheet: ASTM D 4601, Type II b. Adhesive: (1) Cold Process Adhesive. 11. Walkway panels: a. Improved Trem Tred by Tremco. 2.07 METAL FLASHINGS A. Termination bar: 1. ASTM B 2221 -85a - aluminum bar: a. 1/8 x 1 inch (3.2 x 25.4 mm). B. Termination bar sealant: 1. Metal primer: Primer No. 6 by Tremco. 2. TremSEAL GP by Tremco. C. Counterflashing: 1. Galvanized, pre - painted: Twenty -four (24) gage minimum, galvanized steel; commercial quality, Fed. Spec. QQ -S -775, Type I, Class D or ASTM A 526 or lockforming quality ASTM A 527, G90 coating in accordance with ASTM A 525. All sheet metal to be pre - painted. a. Paint finish at exposed side: Factory applied baked -on two (2) coat system comprised a. Paint finish at exposed side: Factory applied baked -on two (2) coat system comprised of one (1) coat of full 70% resin fluorocarbon (polyvinylidene fluoride PVF2) by Kynar 500 or accepted substitute over a smooth coat of corrosion - resistant epoxy -based primer. Color as selected by owner. b. Finish at underside shall be a washcoat over a coat of corrosion - resistant epoxy-based primer. c. Repaint existing sheet metal scheduled for reuse; two (2) coats of Alkyd Semi -gloss Enamel over one (1) coat of galvanized steel primer. Ameritone, Kelly- Moore, Miller, Rodda or accepted substitute. E. Lead Fleshings; 1. ASTM B 29- 79(1984), 4 Ib. (1.82 kg) sheet lead. F. Work shall be in accordance with Architectural Sheet Metal Manual, as issued by Sheet Metal and Air Conditioning Contractors' National Association, Inc., (SMACNA). WAREHOUSE ADDITION 07510 T/M13 -95 .. (70 Ibf/in.) Pliability, 12.7 mm No failures ASTM D 146 -78a (1986) (1/2 ") radius Mass of desaturated 0.08 kg/m ASTM D 146 -78a (1986) glass mat, min (1.7 lb/100 ft Surfacing and stabi- 65% ASTM D 146 -78a (1986) lizer, max Asphalt 0.49 kg/m ASTM D 228 -69 (1978) (10 lb/100 ft Ash (glass mat only) 70 - 88% ASTM 0 146 -78a (1986) WAREHOUSE ADDITION 07510 -9 T/M13 -95 : Cold Brittleness Pass @ -51 °C ( -60 °F) ASTM D816 -82 WAREHOUSE ADDITION 07510.11 T/M13-95 • , r 4. At start of each work day drains within daily work area shall be plugged. Plugs to be removed at end of each work day or before arrival of inclement weather. ` I WAREHOUSE ADDITION 07510 -13 T/M13 -95 i 5. Preparation work shall be limited to those areas that can be covered with installed roofing material on same day and before arrival of inclement weather. ... 6. Arrange work sequence to avoid use of newly constructed roofing for storage, walking surface, and equipment movement. Move equipment and ground storage areas as work progresses. - . 7. Protect building surfaces at set -up areas with tarpaulin. Secure tarpaulin. Remove dumpster from premises when full and empty at approved dumping or refuse area. Deliver empty dumpster to site for further use. Upon job completion, dumpster shall be removed from - premises. Spilled or scattered debris shall be cleaned -up immediately. Removed material to be disposed from roof as it accumulates. 8. At end of each working day, removal areas shall be sealed with water stops along edges to prevent water entry. 9. Provide clean plywood walkways and take other precautions required to prevent tracking of aggregate /debris from existing membrane into new work area where aggregate /debris pieces can be trapped within new roofing membrane. Contractor shall instruct and police workmen to ensure that aggregate /debris is not tracked into new work areas on workmen's shoes or equipment wheels. Discovery of entrapped aggregate /debris within new membrane is - sufficient cause for its rejection. B. Surface preparation: 1. Sweep clean roof deck. 3.04 CARPENTRY . A. Wall fleshings: 1. Mechanically attach wood blocking to flashing base. 2. Fasteners shall be installed in two (2) rows staggered. Spacing in any one (1) row shall not . , F. Overlap previous day's work 24 inches (610 mm). G. Lap ply membrane ends 4 inches (100 mm). Stagger end laps 3 feet (910 mm) minimum. H. Embed each ply in a uniform and continuous application of interply mastic. Interply application rate: 3 gallons per 100 sq. ft. (1.2 Um 3.09 DAILY WATERSTOP/TIE -INS A. Remove embedded graveVdebris from top ply of felt along termination. B. Width: 18 inches (460 mm). C. Adhere 12 and 18 Inch (305 and 460 mm) wide ply sheets from exposed deck to existing roofing with a continuous 1/16 inch (1.6 mm) thick application of tie -off mastic. Glaze cut -off with surfacing mastic. Extend 18 inch (460 mm) wide felt 3 inches (80 mm) either side 12 inch (305 mm) felt. WAREHOUSE ADDITION 07510 -15 T/M13-95 D. Install "deadman" insulation filler at insulation staggers. E. Extend roofing system at least 12 inches (305 mrn onto prepared area of adjacent roofing. Seal edge with 6 inches (150 mm) wide reinforcing membrane embedded between alternate courses of tie -off mastic. F. At beginning of next day's work remove temporary connection by cutting felts evenly along edge of existing roof system. Remove "deadman" insulation fillers. 3.10 FLASHINGS A. General flashing requirements: 1. Elastomeric Flashing: a. Adhere elastomeric sheeting completely to flashing surface, cant, and roofing with Hypalon Flashing Adhesive. Let adhesive flash off, 15 minutes minimum. b. Ensure complete bond and continuity without wrinkles or voids. Lap sheeting ends 4 inches (100 mm). Adhere laps with Hypalon flashing adhesive. 2. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving metal flange. 3. Fabricate and install plumbing vent flashing from lead. Flange: 4 inches (100 mm) wide minimum; extend completely around periphery of vent flashing. Set flange into mastic. Neatly dress flange with wood block. 4. Prime metal flange with asphalt primer. a. Pipe outside diameter greater than 2 inches (50 mm): Bend lead inside pipe 1 inch (25 mm) minimum with pliers or rubber /plastic mallet; replace cracked lead. b. Pipe outside diameter 2 inches (50 mm) or less: Cut lead at vent top; fabricate and install integral lead cap. 5. Install two (2) ply stripping described in general flashing requirements section. WAREHOUSE ADDITION 07510 -16 T/M13 -95 _ minimum. Tighten bolts. 7. Wipe clean top of storm collar and projection with metal cleaner. Prime surface with metal primer. Caulk projection/sheet metal interface. Provide watershed. Tool neatly. G. At roof drains: 1. Install tapered edge strip around drain to create approximate 48 x 48 inch (1220 x 1220 mm) sump. Miter comers. Seal toe of tapered edge to drain rim with reinforcing membrane embedded between alternate courses of asphalt mastic. 2. Install roofing system into sump and onto drain rim. 3. Plug drain to prevent water entry until service connection is completed. 4. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving lead Clashing. 5. Sot single piece lead flashing in mastic centered over drain; extend lead 6 inches (150 mm) beyond drain rim. Neatly dress lead with wood block. 6. Clamp flashing collar to drain in bed of mastic. 7, Neatly cut lead/felts within drain at rim. Lead to extend 1 inch (25 mm) into bowl. 8, Prime lead with asphalt primer. 9. Install two (2) ply stripping described in general flashing requirements section. Stripping shall not extend under clamping ring. 3.11 SURFACING TREATMENT ON FLASHINGS A. None 3.12 SURFACING APPLICATION A. Flood coat: 1. Prior to application of surface treatment system, contractor shall inspect roof with manufacturer's representative. 2. Over entire roof surface spray apply uniform and continuous flood coat of Burmastic FR cold process mastic. a. Coverage rate: 3 -1/2 gallons per 100 sq. 11. ± 1/2 gallon per 100 sq. tt. (1.4 L/m ± 0.20 L/m 3. Immediately broadcast minimum 60 IbsJ100 sq. tt. (2.9 kg/m of new, clean roofing granules. Cover flood coat material completely. WAREHOUSE ADDITION 07510 T/M13 - 95 WAREHOUSE ADDITION 07510-18 T/M13 -95 SECTION 07620 SHEET METAL FLASHING PART 1 GENERAL 1.01 SCOPE A. Provide sheet metal flashing as indicated on drawings, specified herein, and required to maintain a weather -tight assembly. I 1.02 RELATED WORK _ 1.05 GUARANTEE A. Guarantee roofing related sheet metal work to be watertight for two years. Cost of repair paid by Contractor. B. Provide manufacturer's standard ten (10) year guarantee on prefinished sheet metal. PART2 PRODUCTS 2.01 GALVANIZED STEEL A. Per ASTM A -525, hot - dipped type. AISI G -90 coding designation. The thickness shall be 26 gage unless otherwise noted: Fascias and Gravel Stops: 22 gage. Copings: 22 gage. Roof Counter - flashing: 22 gage. Splash Pans: 22 gage. Thru -Wall Scuppers: 22 gage. Built -in Gutters: 22 gage for girths from 21 to 25 inches, and 20 gage for girths 26 to 30 inches. Gutter and Conductor Heads: 22 gage. WAREHOUSE ADDITION 07620-1 T/M13 -95 WAREHOUSE ADDITION 07620 -2 T/M13-95 B. Nominal Size: 48" x 60" C. Frames: Factory Assembled extruded Aluminum. WAREHOUSE ADDITION 07800 -1 T/M13 -95 • D. Aluminum Finish: 1. Exposed to view: Natural Anodized Finished 2. Concealed: MiII Finish E. Dome Material: Acrylic Plastic conforming to the 94' UBC. F. Dome Type: Double ply with clear transparent outer dome and white translucent inner dome. G. Accessories: 1. Preformed insulated Curb. PART 3 EXECUTION 3.01 CONDITION OF SURFACES A. Inspect surfaces and report unsatisfactory conditions to the General Contractor. Do not proceed with work until such unsatisfactory conditions have been properly repaired. Start of work denotes WAREHOUSE ADDITION 07800 -2 T/M13 -95 • A. Deliver materials in original containers with labels intact. Store and handle in a manner and at temperatures not detrimental to material and per manufacturer's instructions. 1.06 SUBSTITUTIONS A. Refer to Submittals Procedure, Section 01300, PA RT 2 PRODUCTS 3.01 GENERAL A. Verify that joint gaskets and sealants are compatible with all materials with which they come in contact. Sealants, Joint Backup, and Primer shall be as approved by sealant manufacturer. Select manufacturers standard color closest to predominant surface color except where otherwise specified. 3.02 POLYURETHANE SEALANT (ONE -PART) A. Sealant shall be of non -sag one -part type conforming with ASTM C920, Type S, Grade NS, and recommended by manufacturer for application shown. Primer as recommended by sealant WAREHOUSE ADDITION 07920 -1 T/M13 -95 manufacturer for condition of use. PRC, "6000 "; Sika, "Sikafiex 1A "; Sonnebom, "Sonolastic NP -I "; or approved. 3.03 POLYURETHANE FOAM JOINT GASKETS A. Closed cell polyethylene rod conforming with ASTM D1622 and recommended by sealant - manufacturer. Provide gasket which maintains resiliency in temperatures of -40 degrees Fahrenheit, ; waterproof to a static water head of 6 feet at temperatures of -40 to +200 degrees Fahrenheit when • compresses 50 %. Minimum elongation of 300% and tensile strength of 50 psi. Provide for 50% gasket - compressibility. Provide compatibility with substrate, sealants, and other materials used in the joint system. Exposed materials shall be neutral gray color except where other colors are indicated. Adhesive as approved by gasket manufacturer. Dow Coming, "Ethaform "; Sonnebom, "Sonofoam "; or = =' approved. PART 3 EXECUTION 3.01 JOINT GASKET INSTALLATION A. Provide that joint to receive gasket is free from dust, grease or similar deleterious materials. Determine maximum joint width and establish width of gasket therefrom for percentage of compression specified. B. Comply exactly with manufacturer's installation instructions unless otherwise directed. Install in as long lengths as practicable. Use adhesive as required for positioning. install gasket with 1/4 inch setback from face of joint unless shown otherwise. Provide at exterior locations typically as shown. 3.02 SEALANT PREPARATION ~- A. Clean and otherwise prepare joint as recommended by sealant manufacturer and in a manner to allow sealant to perform to its maximum capacity. Coordinate with dampproofing applicator for application of '., . WAREHOUSE ADDITION 07920 - T/M13 =95 SECTION 08110 STEEL DOORS AND FRAMES PART1 GENERAL .., 1.01 SCOPE A. This section covers the requirements for the steel doors and frames indicated on the drawings and noted in the Door and Frame Schedule. 1.02 RELATED WORK A. Section 07920, Sealants. Section 08710, Door Hardware, Section 08800, Glazing. Section 09250, Gypsum Board. Section 09900, Coating Systems. 1.03 CODE AND STANDARDS A. UL Standards where specified or shown as "Labeled" or "Rated," Code requirements, if more rigid than those specified herein, shall govem. Custom Standards, except as modified herein, conform to requirements of Specifications for Custom Hollow Metal Doors and FramesTM, Standard No. CHM -1, published by NAAMM. Stock Standards, conform to requirements of "Recommended Specifications for Standard Steel Doors and Frames ", SDI-100, published by Steel Door Institute. 1.04 CERTIFICATE OF COMPLIANCE A. Manufacturer shall furnish statement that hollow metal work delivered conforms with rated standards. 1.05 SUBMITTALS WAREHOUSE ADDITION 08110 - T/M13-95 ..:.. .:..,r. e..�.�.. �... .....�..�_. ...... .... ....._ ... _. _. .............rv.. ✓.w.rr . a + n.nWNFM1YMY7 ...ia u. >. ..�.. >.� .. .. ' f 4 i I . { 1 SECTION 08710 DOOR HARDWARE PART1 GENERAL 1.01 SCOPE 1 A. Provide all finish hardware for complete work in accordance with the specifications, schedules, and drawings. Finish hardware is hereby defined to include all items required tor hinged or pivoting doors, except hardware normally provided with the doors or door frames. Quantities listed in each instance are for convenience only. Items not specifically mentioned but necessary to complete work shall be furnished, and matching in quality and finish to items specified. Should any "listed" item of finish hardware be incorrect due to construction details or state codes, then it shall be the responsibility of the supplier to provide proper the item without additional cost to Owner. 1.02 RELATED WORK A. Section 08110, Steel Doors and Frames. 1.03 REFERENCE STANDARDS A. Comply with the applicable fire and building codes, the American Insurance Association (AIA), the American with Disabilities Act (ADA) requirements, and the National Builders Hardware Association requirements. 1 1.04 LABELS A. Provide hardware for fire -rated openings in compliance with AIA (NBFU) Pamphlet #80 and NFPA Standard #80. This requirement takes precedence over other requirements for such hardware, Provide only hardware which has been UL tested and UL approved for the types and sizes of doors scheduled and complies with the requirements for the door and door frame labels. { 1.05 SUBMITTALS t A. Hardware Schedule: Provide reproducible copies of the hardware schedule in accordance with Section 01300. Obtain approval before proceeding. If accepted, approved reproducible copy will be retumed to Contractor. Approval of Hardware Schedule does not relieve the Contractor of providing all necessary hardware required for this project. B. Templates: Provide standard templates for hardware application on metal. Fumish machine screws for hardware applications on metal. Fumish templates and template hardware to metal door and frame manufacturer, for application at the factory, within two weeks after approval of the hardware schedule, unless otherwise directed. j C. Operation and Maintenance information: The Contractor with assistance from the Hardware Supplier, shall provide to the Engineer, in accordance with Section 01730, the manufacturer's parts list and maintenance information for each type of hardware. 1,06 QUALITY ASSURANCE A. Obtain each kind of hardware (latch and lock sets, hinges, closers, etc.) from only one manufacturer, even though several acceptable manufacturers may be specified. 08 0 T/M13.95 WAREHOUSE ADDITION 71 - 1 1.07 COORDINATION A. Coordinate with other trades affecting or affected by work of this section. 1.08 PROTECTION A. Protect other work against damage and discoloration caused by work of this section. 1.09 SUBSTITUTIONS A. Refer to Submittals Procedure, Section 01300. PART 2 PRODUCTS 2.01 GENERAL A. The drawings show the swing or hand of each door leaf (left, right, reverse bevel, etc.). Fumish each item of hardware for proper installation and operation of the door swing as shown. 2.02 ACCEPTABLE MANUFACTURERS A. Unless otherwise specified, the numbers listed In these hardware groups are taken from the catalogs of the following manufacturers. Listed manufacturers' products may be accepted as equals. • Manufacturer Approved — Item Listed Symbol Substitutions Hinges Stanley St Lawrence, McKinney, Hager Latch/Locksets Corbin CR None ., Russwin RW Closers Corbin CR None Russwin RW Flush Bolts Ives 1 Glynn Johnson Stops BBW BB Ives Silencers Glynn GJ Quality Johnson Smoke Seals Pemko PE Zero Thresholds Pemko PE Zero Weatherstrip Pemko PE Zero . , A. Fumish necessary screws, bolts, nuts, and other items of suitable sizes to install hardware securely in position to withstand hard usage over the life. Finish of accessories to match the hardware finish. B. Provide concealed fasteners for hardware units which are exposed when the door is closed, except to the extent no standard manufactured units of the type specified are available with concealed fasteners. Do not use through bolts for installation where the bolt head or the nut on the opposite face is exposed - under any condition except whore it is not possible to adequately reinforce the work and use machine screws or concealed fasteners of another standard type to satisfactorily avoid the use of through bolts. C. Provide fasteners which are compatible with both the unit fastened and the substrate and which will not cause corrosion or deterioration of hardware, base material or fastener. 2.11 HARDWARE FINISHES A. Match the finish of every hardware unit of each door or opening to the greatest extent possible and except as otherwise indicated. In general, match all items to the manufacturer's standard finish for the latch and lock set for color and texture. Engineer will be sole judge of whether hardware units match the accepted samples and match each other satisfactorily. Unless specifically indicated otherwise, architectural hardware Items shall be fumished in the following finishes: Hinges 630/652 Door Closers 689 Locksets, Exit Devices, Push/Pull Plates, and Other Miscellaneous Hardware 626 PART 3 EXECUTION • reinstall each item. Do not install surface mounted items until finishes have been completed. 3.05 ADJUSTMENT A. Check each operating item of hardware on each door to ensure proper operation or function before substantial completion. Lubricate moving parts with type of lubri- cation recommended by manufacturer. Graphite or WD40 if no other is recommended. Replace units which cannot be adjusted and/or lubricated to operate freely and smoothly. If necessary, correct operation during the guarantee period. WAREHOUSE ADDITION 08710.4 T/M13 - 95 ' �+ • .., WAREHOUSE ADDITION 08710-5 T/M13 - 95 4 • SECTION 08800 GLAZING PART1 GENERAL 1.01 SCOPE A. This section covers the requirements for the exterior and interior glazing indicated on the drawings and specified herein. • 1.02 RELATED WORK 1 .. A. Section 08110, Steel Doors and Frames. 1 1.03 REGULATORY AGENCIES ' A. If the requirements of regulatory agencies are more rigid than specified herein, they shall govem. 1 1.04 SUBMITTALS A. Submit two 12 x 12 inch samples of each pattern and color specified. 1 1.05 GUARANTEES A. Guarantee glazing for a period of two years beyond the Date of Substantial Completion. �. 1.06 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Provide original labels, showing manufacturer, quality and thickness, required for each material. Deliver materials in original containers, manufacturer's legible labels thereon. Protect against damage and discoloration. 1.07 PROTECTION A. Protect materials of other trades against damage or discoloration caused by work of this Section. 1 : 1.08 COORDINATION A. Coordinate tolerance requirements with affected trades in time for inclusion in their work. 1.09 SUBSTITUTION APPROVAL B. Refer to Submittals Procedure, Section 01300. PART 2 PRODUCTS 2.01 TEMPERED SAFETY GLASS (TG) A. Standards: Federal Specification DD- G -1403B and ANSI Z97.1. B. Thickness: 1/4 inch thick unless otherwise noted. C. Approved Products: Cascade Tempering; LOF, "Tuf -flex FT "; PPG, "Herculite'. WAREHOUSE ADDITION 08800- 1 T/M13 -95 ' 1 SECTION 09110 METAL FRAMING SYSTEMS PART1 GENERAL 1 . 1.01 CONTRACT CONDITIONS 1: A. Work of this section is bound by the Contract Requirements, Division 00, and the General Requirements, Division 01 , bound herein, in addition to this specification section and related drawings. 1.02 SCOPE 1 .. A. This section covers the requirements for the suspended ceiling framing utilized on the interiors as shown on the drawings and specified herein. 1 M 1.03 RELATED WORK Section 04220, Concrete Block Masonry I Section 05400, Light Gage Framing Section 09250, Gypsum Board 1.04 CODES AND STANDARDS A. Comply with applicable portions of UBC Chapter 47. At fire -rated construction provide materials 1 PY PP P P .P accessories and application procedures which have been listed by UL or tested according to ASTM E119 for the type of construction and rating shown. 1.05 SUBMITTALS 1 A. Submit detailed shop drawings of unusual conditions in connection with metal furring and lathing. 1,06 ALTERNATES A. Refer to Description of Alternates, Section 01030. PART 2 PRODUCTS 2.01 NON -LOAD BEARING METAL STUDS A. Provide roll formed steel channel studs and tracks size as noted on drawings unless otherwise noted. Provide 20 gage studs at 24 inches on center for walls under nine feet in height. Provide either 20 gage studs at 16 inches on center or 16 gage studs at 24 inches on center for walls over nine feet in height. At ceramic tile walls, provide 20 gage studs at 16 inches on center. Angeles Metal Products, Knorr Steel Framing Systems, Steeler, or approved. 1 2.02 BACKING A. Provide 16 gage stud backing, screw attached or welded between studs for handrails, accessories, railings, shelving and similar items mounted on partitions and specified in other sections. Provide 16 gage runner track for door bumpers mounted on partitions. Cut out runner track flanges at each stud. WAREHOUSE ADDITION 09110 -1 T/M13 -95 PART 3 EXECUTION 3.01 GENERAL A. Examine parts of supporting structure and conditions under which metal framing system will be installed. Notify Contractor in writing of any unsatisfactory conditions. Do not proceed with installation until corrected. Coordinate hanger attachment and other work in this section with other trades as required. Comply with manufacturer's recommendations for installation of all items. 3.02 NON -LOAD BEARING PARTITIONS A. Provide continuous floor and ceiling runner tracks sized to match studs. Align tracks accurately to partition layout at both floor and ceiling. Secure tracks as recommended by the stud manufacturer to floor and coiling involved, except do not exceed 24 inches on center on center spacing for nail or power driven fasteners, nor 16 inches on center for other types of attachment. Provide fasteners at all comers and ends of runner tracks. Use full length studs between runner tracks where possible. If necessary, splice studs by nesting with minimum lap of 8 inches and fasten lap with two screws through each flange. B. Where partitions abut horizontal or vertical structural elements isolate as shown to prevent transfer of structural loads or of movement to the partition. Provide additional studs to support Inside comers of partition intersections and comers, and to support outside comer. C. Terminate partitions, both sides of control joints and adjacent to all openings. D. Provide rough framing at door frames using full length studs adjacent to jambs and horizontal header and sill tracks. Install cut to length intemmediate studs at head and sill sections at same spacing as full . length studs. Fasten jamb studs to metal frame with anchor clips using two self tapping screws or bolts per clip. Where wood frames are shown fasten jamb studs to rough framing with screws. E. At door openings in excess of 3 x 7 feet, provide one 20 gage stud adjacent to each jamb as additional rein - forcement. Provide rough framing at openings other than door frames using full length studs adjacent to jambs and horizontal header and sill tracks. Install cut to length intermediate studs between jamb studs at head and sill sections at same spacing as full length studs. 3.03 FURRED WALLS A. Contact Furring: Provide screw type metal furring channel system directly attached to walls. Install channel not greater than 24 inches on center on center and provide additional framing at openings, cutouts and comers. Fasten to masonry walls with cut nails. Fasten to monolithic concrete with concrete nails or power- driven fasteners. Space fasteners not more than 24 inches on center and stagger on opposite flanges of hat - shaped channels. 3.04 FURRED CEILING INSTALLATIONS A. Where metal furring is directly attached to structural ceilings or decks, secure furring to structure with appropriate wire hanger or clip attachments spaced per manufacturer's recommendations. B. Gypsum Board: Provide screw type channel furring or screw type stud furring as recommended by the gypsum board manufacturer for the spacing of supports as shown. 3.05 GYPSUM BOARD INSTALLATIONS A. Space studs not to exceed 24 inches on center where 5/8 inch gypsum board Is indicated, unless otherwise noted. Space studs not to exceed 16 inches on center whore 1/2 inch gypsum board is indicated unless shown otherwise, WAREHOUSE ADDITION 09110 - T/M13 -95 I SECTION 09250 GYPSUM BOARD PART1 GENERAL 1 _ 1.01 SCOPE A. This section covers the requirements for the gypsum board shown on the drawings, noted in the Room and Finish Schedule, and specified herein. 1.02 RELATED WORK I A. Section 07920, Sealant. Section 09900, Coating Systems. 1.03 CODES AND STANDARDS A. Recommended Specifications for the Application and Finishing of Gypsum Board, GA -216. UBC Chapter 47. 1.04 SUBMITTALS A. Submit one 12 x 12 Inch vinyl covered gypsum board panel of each color selected; include one covered edge. Submit one 12 inch piece of vinyl covered trim of each type and color required. Where UL Rating is indicated, provide certification that all items in the assembly have been UL tested and approved for the rating stipulated. Submit two copies of evidence of tests. 1.05 PRODUCT DELIVERY, STORAGE, AND PROTECTION A. Coordinate delivery to minimize storage periods at project site. Deliver in manufacturers unopened bundles or packages fully Identified with manufacture's name, brand, type and grade. Protect from weather and damage. 1.06 SUBSTITUTIONS A. Refer to Submittals Procedure, Section 01300. PART2 PRODUCTS 2.01 GENERAL A. Fumish new material in original unbroken clearly identified containers and packages. One brand per item. All related items compatible. 2.02 FIRE -RATED GYPSUM BOARD A. Per ASTM C -36, Type "X ", 5/8 inch thick unless otherwise noted. Tapered edges. Domtar Gypsum Company; National Gypsum Company /Gold Bond, "Fireshield "; Georgia PacificBestwall, "Fire Stock XXX "; Kaiser Gypsum Company, "NuI -A- Fire "; US Gypsum Company, "Firecode "; or approved. O WAREHOUSE ADDITION 09250 - T/Mi3 - 95 2.03 METAL TRIM A. Provide trim accessories of sizes required for drywall application shown and specified, fabricated from galvanized steel. B. Manufacturers: Domtar Gypsum Company, National Gypsum Company /Gold Bond, Georgia - Pacific CompanyBestwail, US Gypsum Company, or approved. C. Extemal Comers: USG, "Dur -a- bead "; or approved. D. Casings: USG, "200 -A "; or approved. i D. Adhesive: Where adhesive application is specified, shown or required, comply with gypsum board manufacturer's instructions for storing, mixing and application. Apply only on clean surfaces. Provide minimum temperature recommended by manufacturer, and maintain until cured. Comply with manufacturer's recommendations for safety, ventilation and fire and explosion precautions when using volatile materials. i E. Cutting. Fittina and Trimming: Accurately measure and precut gypsum board units prior to installation. I Make all cuts from face side. Maintain close tolerances for accurate fit at joints between sheets and at framed openings and to allow for covering edge of cutouts with plates and escutcheons. Cut edges ;1 ? smooth as required for neat and accurate fit. Sand or otherwise smooth cut edges. F. perimeter Relief: Provide where non- loadbearing partitions abut structural decks or ceilings or vertical structural elements. Allow not less than 1/4 inch nor more than 1/2 inch gap between gypsum board and structure. Finish edges of gypsum board face layer with square nose metal casing bead and calk space between casing bead and structural member with continuous sealant bead. Attach gypsum board to studs not Tess than 1/2 inch below bottom edge of ceiling track flanges and to first stud adjacent to vertical tracks. Do not attach gypsum board directly to tracks. Where partitions intersect masonry walls, provide control joints not less than 1/4 inch, nor more than 3/8 inch wide between wall board and masonry. Finish exposed edges of gypsum board with square nose metal casing bead and caulk space between casing bead and masonry with continuous sealant with bead. I G. Fastenings: Install as recommended by gypsum board manufacturer and in a concealed manner. 3.02 SINGLE LAYER PARTITION INSTALLATION A. I gypsum board vertical) or horizontally at Contractor's option. Use floor to ceiling length APPY P Y Y P 9 gth sheets for vertical applications with all joints occurring over studs. For horizontal applications, use maximum I practical length sheets required to minimize end joints and stagger end joints over studs. Fasten with screws or nails. Comply with gypsum board manufacturer's instructions for fastening, but not to exceed 12 inch spacing for screws, 8 inch spacing for nails. Stay at least 3/8 inch back from edges or 1. ends. Alternate nailing system as approved. Install as required for UL rated assembly where shown or specified. I. 3.03 TAPING AND FINISHING L A. Provide all gypsum board finishing materials from the same manufacturer. Use compatible products only. Apply no joint treatment or finishing compound in temperatures below 50 degrees F. Provide ( adequate ventilation. Tape and finish all gypsum board shown to receive Job applied finishes. Tape but do not prepare for finish all surfaces hidden from view, as in ceiling spaces, unless otherwise noted. Tape interior comer joints. Apply taping compound in a 3 coat system, allowing not less than 24 hours drying time between coats. Fine sand each coat after drying. Completed application shall have all recesses and surface defects filled, surfaces smooth and even, ready for finish. 3.04 CLEANING . A. Remove all evidence of work upon completion, leave work area broom clean. ' END OF SECTION 1, WAREHOUSE ADDITION 09250 - T/Mi3.95 i �y 1 SECTION 09650 RESILIENT FLOORING I PART1 GENERAL I .. 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Require - ments, Division 00, and the General Requirements, Division 01, bound herein, in addition to this specifi- cation section and related drawings. 1.02 SCOPE A. This section covers the requirements for the resilient flooring systems noted on the drawings and specified herein. 1.03 RELATED WORK Section 03300, Cast -in -Place Concrete. -- 1.04 CODES AND STANDARDS A. Comply with Federal Standard SS -T -312 as specified herein. Products shall have a flame spread rating of not greater than twenty -five (25) per ASTM E -84. 1.05 SUBMITTALS - A. Submit two copies of manufacturer's directions and two samples of each type and color of tile, sheet flooring, and base. 1.06 COORDINATION A. Provide patching where demolition or penetrations of existing surfaces were created by any trade. Retum surfaces to match appearance of adjacent work. 1.07 PRODUCT DELIVERY, STORAGE AND PROTECTION 1 ... A. Deliver in original packages with labels intact. Store as necessary to protect from damage. 1.08 EXTRA STOCK A. Furnish one percent of each major color and type, in original packages, minimum one carton of tile each, delivered to Owner. 1.09 ALTERNATES ( A. Refer to Description of Alternates, Section 01030. PART 2 PRODUCTS 1 2.01 VINYL TILE FLOORING A. Thickness: (1/8) inch unless otherwise noted, B. Size: (12 x 12) inches. WAREHOUSE ADDITION 09650 -1 T/M13 -95 C. Manufacturer: Armstrong, 'Imperial Exelon'; Flintkote, 'Classic "; Azrock, "Custom Cortina'; or approved. D. Color: As selected from manufacturers standard color palette. 2.02 FEATURE STRIPS I A. Lay tile from center marks established with principal walls. Adjust as necessary to avoid use of cut widths less than 3 inches. Lay tile square to room axis unless otherwise shown. Match tile for color, F ` pattern by using tile from cartons in the same sequence as manufactured and packaged. Broken, cracked, chipped or deformed tile are not acceptable. Lay tile in checker -board fashion with grain reversed in alternate tile. 1 3.04 EDGE STRIP INSTALLATION A. Place resilient edge strips tightly butted to sheet flooring and secure with adhesive. Install edging .: strips at all unprotected edges of sheet flooring unless shown otherwise. 3.05 WALL BASE INSTALLATION A. Apply resilient wall base at columns, pilasters, case work and other permanent fixtures in the rooms or areas where base is scheduled or shown. Install base in as long lengths as practicable, with preformed exterior comers. Tightly bond base to backing throughout length of each piece with continuous contact at horizontal and vertical surfaces. 3.06 CLEANING AND PROTECTION A. Remove excess adhesive or other surface blemishes from flooring, using neutral type cleaners as recommended by the flooring manufacturer. Protect installed flooring from damage by use of heavy Kraft paper or other covering. 3.07 ADJUSTMENTS 1_ A. inspect and make necessary adjustments. Reseat, repair or replace as necessary. Tile showing broken comers or fracture lines shall be removed. Replace with identl -cal new tile. Seepage of mastic to surface between tiles will require removal of tile, cleaning of sur -faces and relaying. E.. 3 . 08 CLEAN UP A. Upon completion of the work remove all debris from the site. After installation clean all floors j thoroughly of all foreign matter. Apply one coat of liquid wax and buff to high luster. �... END OF SECTION 1.. { WAREHOUSE ADDITION 09650 -3 T/M13 -95 1 . 1 1 SECTION 09900 COATING SYSTEMS 1 f PART 1 GENERAL I 1.01 SUMMARY A. This Section specifies paint coatings and their surface preparation. 1 1.02 REFERENCES } A. This Section incorporates by reference the latest revision of the following documents. They are part of this Section as specified and modified. In case of conflict between the requirements of this Section and that of the listed document, the requirements of this Section shall prevail. Reference ilk 1 SSPC Steel Structures Painting Council Specifications, Volume 2 NPCA National Paint and Coatings Association - Color Additives 1 EPA Environmental Protection Agency - All current rules and regulations I DOE Department of Ecology - All current rules and regulations PSAPCA Puget Sound Air Pollution Control Agency - Regulation I I ASTM D3960 -89 Practice for Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings CPSA Consumer Protection Safety Agency - Consumer Protection Safety Act 1 WISHA Washington Industrial Safety and Health Agency Regulations - All current rules and regulations 1 . 1.03 DEFINITIONS A. Coating systems include surface description, surface preparation, required dry film thickness, and the number and application procedure of the prime and finish coatings as specified in Part 3.04, Coating System Specification Sheets (COATSPEC). B. Field coating is the application or the completion of application of the coating system after installation 1 of the surface at the site of the work. C. Dry film thickness (DFT) is the thickness of one fully cured continuous application of coating. 1 D. Wet film thickness (WFT) is the thickness of one fully wet application of coating. E. Volatile organic content (VOC) is the portion of the coating that is a compound of carbon, is 1 photochemically reactive and evaporates during drying or curing, expressed in grams per liter or pounds per gallon. F. Shop coat is one or more coats applied in a shop or plant prior to shipment to the site of erection or installation where the field or finish coat is applied. I G. Lead containing is defined by the Consumer Protection Safety Commission as any coating whose f dried film contains greater than 0.06 percent by weight of lead. 1 WAREHOUSE ADDITION 09900 - 1 TIM 13 -95 1.04 SUBMITTALS A. Provide the following submittals in accordance with Section 01300: 1. A list of materials proposed to be used under this Section shall be provided before materials are delivered to the shop and/or the job site. The list of materials shall include blasting material proposed for use under this Section. The Contractor shall submit the recommended range of profile produced by the blasting material. 2. For each primer and finish coating, provide the manufacturer's application instructions which shall include the following: ; a. Surface preparation recommendations. b. Primer type, where required. c. Maximum dry and wet mil thickness per coat. d. Minimum and maximum curing time between coats, including atmospheric conditions for each. e. Curing time before submergence in liquid. f. Thinner to be used with each coating. g. Ventilation requirements. - h. Minimum atmospheric conditions during which the coating shall be applied. 1. Allowable application methods. j. Maximum allowable moisture content. I k. Maximum storage fife. I. Material safety data sheets B. For each prime and finish coating, fumish a 12 -inch square sample. These samples shall be applied .• to surfaces specified in each system. Concrete and masonry samples can be applied to CMU block, 1.05 QUALITY ASSURANCE A. Standardization: 1. Materials, supplies, and articles provided shall be the standard products of manufacturers. Coatings in a particular system shall be the products of a single manufacturer. 2. The standard products of manufacturers other than those specified will be accepted when it is demonstrated to the Engineer that they are equal in composition, durability, usefulness, and convenience for the purpose intended. Requests for substitutions, in accordance with Paragraph 00710-4.05, will be considered, provided the following minimum conditions are met: :... a. The proposed coating system shall use an equal or greater number of separate coats to achieve the required dry film thickness. b, The proposed coating system shall use coatings of the same generic type. c. Requests for substitution shall have directions for application and descriptive literature — which includes generic type, nonvolatile content by volume , material safety data sheets, VOC's by weight per gallon, and information confirming that the substitution is equal to the specified coating system. d. The Contractor shall provide certified laboratory data sheets showing the results of complete spectrographic and durability tests performed on the proposed substitute. Tests shall be as directed by the Construction Manager /Engineer. Tests shall be performed by a laboratory which conforms to the provisions of ASTM E329 and which shall be a member of the American Council of Independent Laboratories. Costs incurred in the testing program shall be bome by the Contractor. e. All coating materials shall not exceed 3.5 lbs. per gallon (420 grams per litre) of volatile organic compounds (V.O.C.) or contain greater than 0.06 percent of lead by weight. Coating materials shall not contain benzene or any other substances listed in the Registry of Toxic Effects of Chemical Substances. B. Safety 1. Comply with all current applicable safety and health regulations including the following: a. General Occupational Safety Requirements in 296 -62 WAC, specifically Parts C - Hazard Communication, E - Respiratory Protection, M - Confined Space, and L - Atmospheres, Ventilation and Emergency Washings. b. General Safety and Health Requirements in 296 -24 WAC, specifically Part A -1, First Aid and Hazardous Materials and Flammable Liquids. WAREHOUSE ADDITION 09900 - 2 TMI13•95 mechanical cleaning is accomplished by blast cleaning, the abrasive used shall be washed, graded and free of contaminants which might interfere with the adhesion of the coatings. 2. Clean cloths and clean fluids shall be used in solvent cleaning. Cleaning and coating shall be scheduled so that dust and spray from the cleaning process will not fall on wet, newly coated surfaces. Hardware, electrical fixtures and similar accessories shall be removed or masked during preparation and coating operations, or shall otherwise be satisfactorily protected. Equipment adjacent to walls shall be disconnected and moved to permit cleaning and coating of equipment and walls and, following coating, shall be replaced and reconnected. 3. Contractor shall demonstrate that field coating is compatible with factory coating by applying small test patches of specified coating over shop coating. • B. Metallic surfaces: 1. Metallic surfaces shall be prepared in accordance with applicable portions of surface preparation specifications of the Steel Structures Painting Council (SSPC). Specific applicable standards are specified in each coating system. The solvent in solvent cleaning operations shall be as recommended by the manufacturer. 2. Preparation of metallic surfaces shall be based upon comparison with SSPC- Vis- 1-67T, and as - • described herein. To facilitate inspection, the Contractor shall, on the first day of sandblasting operations, sandblast metal panels to the standards specified. Plates of ASTM A36 steel shall measure a minimum of 8 -1/2 inches x 11 inches. Panels meeting the requirements of the Specifications shall be initialed by the Contractor and the Construction Manager and coated with a clear non - yellowing finish. One of these panels shall be prepared for each type of sandblasting and shall be used as the comparison standard throughout the project. Blasting material shall meet MIL- A- 22262A(SH), "Military Specification, Abrasive Blasting Media Ship Hull ,.- Blast Clean ", and shall not be re -used. 3. Profile of blasted surfaces shall be per the manufacturer's recommendation for each coating system but be no less than 2 mils, 4. Surface preparation tor aluminum, copper, brass, and stainless steel shall be as recommended by the coating manufacturer. 5. Surface preparation for galvanized metal shall include a pressure wash with a solution of 20 pounds trisodium phosphate per 100 gallons of 160- degree water at 2500 psi. Rinse with 160 - degree water 2500 psi. When the surface is dry, prepare for coating application by providing a SSPC 5P -7 (Brush off Blast). 6. Surface preparation specified in other sections of this document shall be completed prior to beginning work in Section 09900. C. Wood surfaces: Cleaned of dirt, oil or other foreign substances with mineral spirits, scrapers, sandpaper or wire brush. Finished surfaces exposed to view shall be smoothed by planing or sandpapering. Millwork shall be sandpapered and given a coat of the specified exterior primer on all sides before installation. Built -in surfaces of window sills shall be double primed. Glazing rabbets and beads in exterior sash and doors shall be double primed. Small, dry, seasoned knots shall be surfaced scraped, sandpapered and thoroughly cleaned, and shall be given a thin coat of an acceptable knot sealer before application of the priming coat, Large, open, unseasoned knots, and beads or streaks of pitch shall be scraped off; however, if the pitch is still soft, it shall be removed with mineral spirits or turpentine, and the resinous area shall be coated with knot sealer. After priming, holes and imperfections shall be filled with putty or plastic wood, colored to match the finish coat, Cracks and holes shall be repaired with acceptable patching materials, keyed to existing surfaces, and sandpapered smooth. Surfaces to be coated with oil or varnish base coatings shall be tested for the presence of alkali. To test for alkalinity, dampen the surface area to be tested and apply a strip of pH indicator paper. The pH indicator paper shall register a '7', which indicates a neutral surface condition, before coating is applied. If indicator reads above '7', the alkali shall be neutralized . WAREHOUSE ADDITION 09900 - 4 TIM13 -95 1 1 3. Surfaces shall be cleaned with clear water by washing and scrubbing to remove foreign and deleterious substances. 4. Steam cleaning shall be used to clean wall surfaces of existing process channels and tanks to I be coated. Surfaces to be recoated, shall be repaired, cleaned and finished to the standards as specified herein, and in Section 03300. 5. Surface prepration specified in other sections of this document shall be completed prior to beginning work in Section 09900. I E. Plastic surfaces: Cleaned with solvent compatible with the specified primer and hand - sanded with a medium grit sandpaper to provide tooth for the coating system. Large areas may be power sanded or 1 brush off blasted provided sufficient controls are employed so the surface is roughened without removing excess material. 3.02 APPLICATION 1 A. Workmanship: 1. Coated surfaces shall be free from runs, drops, ridges, waves, laps and brush marks. Coats shall be applied so as to produce an even film of uniform thickness completely coating corners and I crevices. Coating shall be done in accordance with the requirements of SSPC Paint Application Guide. 2. Coating equipment shall be designed for application of the materials specified. Compressors I shall have suitable traps and filters to remove water and oils from the air. Spray equipment shall be equipped with mechanical agitators, pressure gages, pressure regulators, and spray nozzles of the proper sizes and functioning in a manner suitable to perform the work. Sandblasting shall be done only by personnel who are experienced in and familiar with EPA and OSHA methods I and standards. 3. Each coat shall be applied evenly and sharply cut to line. Care shall be exercised to avoid overspraying or spattering coating on surfaces not to be coated or on surfaces previously coated. Glass, hardware, floors, roofs and other adjacent areas and installations shall be 1 protected by taping, drop cloths or other suitable measures. B. Coating properties, mixing and thinning: Coating, when applied, shall provide a satisfactory film and 1 smooth even surface, and glossy undercoats shall be lightly sanded to provide a surface suitable for the proper application and adhesion of subsequent coats. Coatings shall be thoroughly stirred, strained, and kept at a uniform consistency during application. Coatings consisting of 2 or more components shall be mixed in accordance with the manufacturer's instructions. Where necessary to I. suit the conditions of the surface, temperature, weather and method of application, the coating may be thinned immediately prior to use by the addition of not more than 1 pint per gallon of the proper thinner. Unless otherwise specified, coating shall not be reduced more than necessary to obtain the proper application characteristics. Thinner shall be as recommended by the coating manufacturer. I C. Method of coating application: 1. Where 2 or more coats are required, and if required by the Construction Manager /Engineer, alternate coats shall contain sufficient compatible color additive to act as indicator of coverage, or the altemate coats shall be of contrasting colors. Color additives shall not contain lead, or any lead compound as defined by the National Paint and Coatings Association (NPCA). 2. Electrical and mechanical equipment, on which the manufacturer's coating is acceptable, shall I be touch -up primed and coated with 2 coats of the specified coating system to match the color scheduled. This does not apply to electrical and instrumentation equipment specified in Division 16. 3. Coating shall not be applied to a surface until it has been prepared as specified. The primer, or ( first coat, shall be applied by brush to all weld seams, projections (such as nuts and bolts), and crevices. Subsequent coats may be either brush or spray applied. Unless otherwise specified, prime and finish coats shall be applied at the rate recommended by the manufacturer for the ( service involved. Unless otherwise specified, coats for concrete and masonry shall be brushed or rolled. 4. Unless otherwise specified, finish coats shall not be applied until other work in the area is complete, and until the prime and intermediate coats have been inspected. 1 D. Film thickness and continuity: 1. Coating system thickness is the total thickness of primer and finish coats and does not include sealers or galvanized coatings. l WAREHOUSE ADDITION 09900 - 5 TIM13.95 WAREHOUSE ADDITION 09900 - 6 TIM13.95 Primer: One coat of Dupont's 25P HS Epoxy Mastic. Finish: One or more coats of Dupont's 25P HS Epoxy Mastic. ) WAREHOUSE ADDITION 09900 - 7 TIM13.95 Coating System A -1 (continued) Identification: ALTERNATIVE 3 (Not appropriate for galvanized metal) Primer: One coat of Porter's BC12 Epoxy. Finish: One or more coats of Porter's BC12 Epoxy. I I 3.06 COATING SYSTEM SPECIFICATION SHEET — COATSPEC Coating System A -2 Identification: Coating Material: High -build epoxy ( Surfaces: Concrete or masonry t Service Condition (1): Immersed, nonpotable; nonimmersed, corrosive environment, color 1. required. Surface Preparation: Concrete: Concrete surfaces shall be allowed to age for at least 28 days and allowed to I dry to the moisture content recommended by the coating manufacturer. Moisture content will be tested by the Contractor and witnessed by the Construction Manager per ASTM D4263 -83, or approved equal. Loose concrete, form oils, surface hardeners, curing compounds, and laitance shall be removed from surfaces by sandblasting and chipping, voids and cracks shall be repaired as specified in Section 03300, Finish "B ". i I Masonry: 1. Masonry surfaces shall be allowed to age for at least 28 days. Holes or other joint defects shall be filled with mortar and repointed. Loose or splattered mortar shall be removed by scrapping and chipping. I 2. Masonry surfaces shall be cleaned with clear water by washing and scrubbing to remove foreign and deleterious substances. 3. Muriatic acid shall not be used. After cleaning, masonry surfaces shall be cleaned and filled with block filler compatible with the specified primer. Sealer shall be applied as recommended by the coating manufacturer Application: 1. Field 2. Sealer or filler shall dry a minimum of 48 hours prior to application of prime coat. 3. Prime coat shall be thinned and applied as recommended by the coating manufacturer, provided the coating as applied complies with prevailing I . air pollution control regulations. System Thickness: 16 mils dry film, minimum. Wet mils shall be for unthinned material. Coatings: ALTERNATIVE 1 ) Primer: One coat of Devoe's Bar Rust 236, applied at 10 mils wet film. Finish: One or more coats of Devoe's Bar Rust 236, applied at 10 mils wet film each { coat, TE AL RNA TIVE 2 I. Primer: One coat of Dupont's 25P HS Epoxy Mastic applied at 12 mils wet film. Finish: One or more coats of Dupont's 25P HS Epoxy Mastic applied at 12 mils wet film each coat. i . I WAREHOUSE ADDITION 09900 - 9 TIM13.95 • Coating System A -2 (continued) Identification: ALTERNATIVE 3 (Not appropriate for galvanized metal.) Primer: One coat of Porter's BC12 Epoxy applied at 9 mils wet film. Finish: One or more coats of Porter's BC12 Epoxy applied at 9 mils wet film each coat. ALTERNATIVE 4 Primer: One coat of Sherwin Williams' Hi- Solids Catalyzed Epoxy B65/B60 V7 applied WAREHOUSE ADDITION 09900 - 10 " TMI13.95 3.06 COATING SYSTEM SPECIFICATION SHEET — COATSPEC Coating System B -1 1 Identification: Coating Material: Epoxy Surfaces: Metal Service Condition: Interior /Exterior, covered, not exposed to direct sunlight, color required. Surface Preparation: Ferrous Metal: 1. Bare ferrous metal surfaces shall be prepared in accordance with SSPC SP -10 (Near White Blast Cleaning). 2. All shop primed surfaces which are to be incorporated into the work shall be inspected in the field by the Construction Manager prior to all surface preparation. Damaged shop coating and ferrous metal with bleeding surfaces shall receive a SSPC SP -7 (Brush off Blast Cleaning) and recoated with specified primer prior to the application of finish coats. Galvanized Metal: Pressure wash with a solution of 20 pounds trisodium phosphate per 100 gallons of 160 degree water at 2500 psi. Rinse with 160 degree water at 2500 psi. When the surface is dry, prepare the surface for paint application by providing a SSPC SP -7 (Brush -Off Blast Cleaning). Application: Shop or field. Shop applied coat shall be a minimum of 3 mils dry film or 1 mil above the maximum blast profile, whichever is greater. General: 1. Prime coat may be thinned and applied as recommended by the manufacturer, provided the coating as applied complies with prevailing air pollution control regulations. 2. Drying time between coats shall be as specified by the manufacturer for the site conditions. Ferrous, Nonferrous and Galvanized Metal: Prime coats shall be the epoxy primers specified. System Thickness: 8 mils dry film, minimum. Coatings: ALTERNATIVE 1 Primer: One coat of Devoe's Bar Rust 236. Finish: One or more coats of Devoe's Bar Rust 236 • ALTERNATIVE 2 Primer: One coat of Dupont's 25P HS Epoxy Mastic. Finish: One or more coats of Dupont's 25P HS Epoxy Mastic, WAREHOUSE ADDITION 09900 11 TIM13-95 Coating System B -1 (continued) Identification: ALTERNATIVE 3 Primer: One coat of Porter's #7800 Magnaline. Finish: One or more coats of Porter's #7800 Magnaline. WAREHOUSE ADDITION 09800 - 12 • • • ,T/M13-95. • 1 3.06 COATING SYSTEM SPECIFICATION SHEET—COATSPEC Coating System B -2 1 Identification: Coating Material: Epoxy Surfaces: Concrete, masonry, plaster, color required. Service Condition: Interior Surface Preparation: Concrete: Concrete surfaces shall be allowed to age for at least 28 days and allowed to dry to the moisture content recommended by the coating manufacturer. Moisture content shall be tested by the Contractor and witnessed by the Construction Manager per ASTM D4263 -83, or approved equal. Loose concrete, form oils, surface hardeners, curing compounds, and laitance shall be removed from surfaces and voids and cracks shall be repaired as specified in Section 03300, Finish "A ". Masonry: 1. Masonry surfaces shall be allowed to age for at least 28 days. Holes or [ other joint defects shall be filled with mortar and repointed. Loose or splattered mortar shall be removed by scrapping and chipping. 2. Masonry surfaces shall be cleaned with clear water by washing and scrubbing to remove foreign and deleterious substances. 3. Muriatic acid shall not be used. After cleaning, masonry surfaces shall be cleaned and filled with block filler compatible with the specified primer. Sealer shall be applied as recommended by the coating manufacturer. Plaster: Plaster surfaces shall be dry and clean and free from grit, loose plaster, and surface irregularities. Cracks and holes shall be repaired with acceptable patching materials, keyed to existing surfaces, and sandpapered smooth. Surfaces shall be cleaned with clear water by washing and scrubbing to remove foreign and deleterious substances. Application: 1. Field 2. Block filler shall be a multiple component epoxy block filler and shall dry a C minimum of 48 hours prior to primer application. 3. Prime coat shall be thinned and applied as recommended by the coating manufacturer, provided the coating as applied complies with prevailing air pollution control regulations. 4. Drying time between coats shall be as recommended by coating manufacturer. System Thickness: 8 mils dry film, minimum. Wet mils shall be for unthinned material, Coatings: 1 ALTERNATIVE 1 Primer: One coat of Devoe's Bar Rust 236, applied at 5 mils wet film, Finish: One or more coats of Devoe's Bar Rust 236, applied at 5 mils wet film each coat. WAREHOUSE ADDITION 09900 - 13 TM13 - 95 Coating System B -2 (continued) WAREHOUSE ADDITION 09900 • 14 TIM13.95 System Thickness: 8 mils dry film. Y rY ( WAREHOUSE - TIM 13 -95 ADDITION 09900 15 • Coating System C -1 (continued) Identification: ALTERNATIVE 4 Primer: One coat of Sherwin Williams' Recoatable Epoxy Primer B67A5 applied at 4 mils dry film. Finish: One or more coats of Sherwin Williams' Hi- Solids Polyurethane B65W301/B60V30 applied at 3 mils dry film. System Thickness: 7 mils dry film. ALTERNATIVE 5 Primer: One coat of Tnemec's #66 Hi -Build Epoxy applied at 4 mils dry film. Finish: One or more coats of Tnemec's Series #74 applied at 4 mils dry film. System Thickness: 8 mils dry film. . . WAREHOUSE ADDITION 09900 - 16 T•113.95 • • WAREHO U SE ADDITION 09900 - 17 TIM13.95 WAREHOUSE ADDITION 09900 - 18 T/M13.85 1 Coating System L -1 (continued) Identification: Coatings: C ALTERNATIVE 1 Primer: One coat of Columbia's 00-028-PP Alkali ResistantPrimer for concrete, block C , and plaster. One coat of 00- 725 -PP Vapor Shield Acrylic Primer for gypsum wallboard. Finish: Two coats of Columbia's 02- 752 -WB Interior Acrylic Semi - Gloss. ALTERNATIVE 2 Primer: One coat of Devoe's Bar OX 461. Finish: Two coats of Devoe's Thixacryl 412. ALTERNATIVE 3 Primer: One coat of Glidden's 3700 Series. I .. Finish: Two coats of Glidden's 3700 Series. ALTERNATIVE 4 Primer: One coat of Parker's 1842 Acrylic Enamel Undercoater. [. Finish: Two coats of Parker's 300 Flex Glow, ALTERNATIVE 5 Primer: One coat of Preservative's 93-99, Styrenated Acrylic. Finish: Two coats of Preservative's 69- Series, Acrylic Semi -Gloss Latex Enamel, 1 ALTERNATIVE 6 Primer: One coat of Sherwin Williams' Pei Ne 200 Wall Primer B28 W200, 1 _ Finish: Two coats of Sherwin Williams' Pro Mar 200 Latex Semi -Gloss B31 W200. ALTERNATIVE 7 L_ Primer: One coat of Tnemec's Series 7 Tneme -CryI. Finish: Two coats of Tnemec's Series 7 Tneme -CryI. 1 WAREHOUSE ADDITION 09900 19 D 13.95 Finish: Two coats of Columbia's 05-410-CC, elastomeric applied at 20 mils wet film each coat. ALTERNATIVE 2 Primer: One coat of Tnemec's Series 55 applied at 14 mils wet film. Finish: One coat of Tnemec's Series 6 applied at 7 mils wet film. • WAREHOUSE ADDITION 09900 - 20 TM113•95 D • 3.06 COATING SYSTEM SPECIFICATION SHEET—COATSPEC Coating System L -3 Identification: Coating Material: Latex semi - gloss. Surfaces: Wood Service Condition: Interior Surface Preparation: Wood surfaces shall be cleaned of dirt, oil or other foreign substances with mineral spirits, scrapers, sandpaper or wire brush. Finished surfaces I exposed to view shall be smoothed by planing or sandpapering. Millwork shall be sandpapered and given a coat of the specified exterior primer on all sides before installation. Built -in surfaces of window sills shall be double primed. rabbets betr s primed. Small Glazing , dry seasoned and knots ads shall in ex be erio surfaced ash scraped doors , sandpapered shall be double and thoroughly cleaned, and shall be given a thin coat of an acceptable knot sealer before application of the priming coat. Large, open, unseasoned knots, and beads or streaks of pitch shall be scraped off; however, if the pitch is still soft, it shall be removed with mineral spirits or turpentine, and the resinous area shall be coated with knot sealer. After priming, holes and imperfections shall be filled with putty or plastic wood, colored to match the finish coat, allowed to dry and sandpapered smooth. Application: Field System Thickness: 4.0 mils dry film, minimum. 4.0 mils wet film for primer, 4.5 mils wet film for each coat of finish (unthinned material). 1 Coatings: ALTERNATIVE 1 Primer: One coat of Columbia's 07- 550 -PP Fast Grip Alkyd. Primer. Finish: One or more coats of Columbia's 01- 262 -WB Acryshield. ALTERNATIVE 2 • Primer: One coat of Parker's 1842 Latex Undercoater. Finish: Two coats of Parker's 4650 Velva Kolor. ALTERNATIVE 3 Primer: One coat of Preservative's 94 -99 Kril -Bond 2 Undercoater. Finish: Two coats of Preservative's 26 Series, Envirashield Acrylic Latex Enamel. ALTERNATIVE 4 t ' Primer: One coat of Sherwin Williams' Wall and Wood Primer, B49 WZ2 VOC. Finish: One or more coats of Sherwin Williams' Pro Mar 200 Latex Semi - Gloss. WAREHOUSE ADDITION 09900 21 T/M13.95 3.06 COATING SYSTEM SPECIFICATION SHEET—COATSPEC • .. .. — WAREHOUSE ADDITION 09900 23 , : , Tmn13•95 and Galvanized Metal: Prime coat shall be the primers specified. System Thickness: 5 mils dry film, minimum. Coatings: ;. ALTERNATIVE 1 Primer: One coat of Dupont's 681 -FD Alkyd Primer, Finish: One or more coats of Dupont's Dulux 31 P Alkyd Semi - Gloss. WAREHOUSE ADDITION 09900 - 24 TIM13.95 b�ra ' je WAREHOUSE ADDITION 09900 - 26 TIM13.95 Ferrous, Nonferrous and Galvanized Metal: Prime coat shall be the primers specified. System Thickness: 5 mils dry film, minimum. Coatings: ALTERNATIVE 1 Primer: One coat of Devoe's Bar OX 461 Primer. Finish: One or more coats of Devoe's Bar OX 462. WAREHOUSE ADDITION 09900 - 26 TIM13•95 , , WAREHOUSE ADDITION 09900 27 , ' ' .TIM13.95 '. ....Sx.N:>l: t)!JI'... L. ,.:v. ::. - :nl . ...........v....«,...._.......� Yu:N .i.^lx.w ...........,.... �............................ �.__.-....._._ ................ � ..............w...t.+wv..w..... 3.06 COATING SYSTEM SPECIFICATION SHEET—COATSPEC Coating System G Identification: Coating Material: Grease Surface: Metal Surface Preparation: Ferrous Metal Ferrous metal surfaces shall be prepared in accordance with SSPC SP -1 (Solvent Cleaning). Application: Field Coating shall be applied with stiff brush, hand swab, or airless spray gun. System Thickness: 50 square feet per gallon Coating: One coat of grease coating such as Inertol Grease by Koppers or Rust Inhibitive Grease by Texaco, END OF SECTION • WAREHOUSE ADDITION 09900 ` - 28 : T4/113.95 I SECTION 10520 FIRE EXTINGUISHERS AND CABINETS PART1 GENERAL 1.01 SCOPE A. This section covers the requirements for the fire extinguisher cabinets shown on the drawings and specified herein. 1.02 RELATED WORK I _ Section 09900, Coating Systems. 1.03 CODES AND STANDARDS A. Building Code requirements govem if more rigid than those specified herein. Not Engineer P Notify ineer of 9 differences prior to starting work. 1.04 SUBMITTALS A. Submit Shop Drawings in accordance with Submittals Procedures, Section 01300, prior to fabrication. Manufacturer's published details may be substituted on standard items. 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING A, Deliver packaged materials in original labeled unopened containers. Protect against moisture, damage, and discoloration. Store materials off ground. Do not use damaged materials. Remove damaged materials from site immediately after detection. 1.06 SUBSTITUTIONS A. Refer to Submittals Procedure, Section 01300. i PART 2 PRODUCTS 2.01 FIRE EXTINGUISHER CABINETS A. Surface - mounted cabinets of steel, painted red, with clear tempered glass vision panel. Provide with cylinder lock and manufacturer's standard extinguisher support brackets. Ambassador #1013F17; J.L. Industries; or approved. 2.02 FIRE EXTINGUISHER A. OSHA approved, UL rated 2A -10BC, red 10 pound capacity rated for type A, B, and C fires. Fill and service extinguisher prior to substantial completion. Cosmic 5E, J.L. Industries, or approved. WAREHOUSE ADDITION 10520 -1 T/M13 - 95 SECTION 10800 TOILET ACCESSORIES • PART1 GENERAL 1 , 1.01 CONTRACT CONDITIONS A. Work of this section is bound by the Contract Requirements, Division 00, and the General V Requirements, Division 01, bound herein, in addition to this specification section and related drawings. 1.02 SCOPE 1 . . . A. This section covers the requirements for the toilet accessories shown on the drawings and specified herein. 1.03 RELATED WORK Section 10820, Bath Accessories. 1.04 SUBMITTALS A. Submit shop drawings or manufacturer's literature in accordance with Shop Drawings and Samples, Section 01340. 1.05 PRODUCT DELIVERY, STORAGE, AND HANDLING I - A. Deliver packaged materials in original labeled unopened containers. Protect against moisture, damage, and discoloration. Store materials off ground. Do not use damaged or discolored materials. Remove damaged or discolored materials from site immediately after detection. 1.06 COORDINATION A. Coordinate installation of accessories back plates, reinforcement and anchors, with affected trades as required to efficiently expedite their work. 1.07 ALTERNATES A. Refer to Description of Alternates, Section 01030. 1 • PART 2 PRODUCTS 1 2.01 MIRROR WITH STAINLESS STEEL FRAME A. Stainless steel welded angle frame with brushed satin finish, First quality polished plate glass mirror, silvered and electro- copper. Provide countersunk, tamperproof screws. Ventilation behind mirrors. Secure frame to walls with botts. Mirror size as shown on drawings. Accessory Specialties, #0600A; American Dispenser Company, 4t533; Bobrick, #B -290; Bradley, #700; Ketcham, #C- 939 -S; McKinney /Parker, # ? ? ?; or approved. 2.02 GRAB BARS (GB) A. Stainless steel with smooth satin finish, 1 -1/4 inches outside diameter with concealed flanges. Length as shown on drawings. Accessories Specialities Inc., #3100 Series; American Dispenser Company, WAREHOUSE ADDITION 10800-1 T/M13-95 WAREHOUSE ADDITION 10800 -2 T/M13 -95 I . „.. .,_. . _. , WAREHOUSE ADDITION 10820 -1 T/M13-95 PART 3 EXECUTION 3.01 SUBSTRATE CONDITIONS A. Examine all substrate surfaces and correct or have other trades correct the defects before beginning • work. Starting work indicates acceptance of substrate surfaces. 3.02 INSTALLATION A. Follow manufacturer's directions. 3.03 CONSTRUCTION TOLERANCES A. Do not exceed 1/8 inch in 8' -0" variation from plumb or level in any exposed line or surface. 3.04 ADJUSTMENT �! A. Adjust moving parts to operate satisfactorily before substantial completion and during the guarantee period. 3.05 CLEANING AND REPAIRING A. Clean, repair, or replace when directed materials, including other work which has been damaged by work of this section. Remove debris from project she upon work completion or sooner, if directed. END OF SECTION [ WAREHOUSE ADDITION 10820 -2 T/M13 -95 SECTION 15010 BASIC MECHANICAL REQUIREMENTS UMC Uniform Mechanical Code UPC Uniform Plumbing Code UL Underwriters Laboratory WSEC Washington State Energy Code 1.04 CODES, PERMITS AND INSPECTIONS A. Codes: Work shall be installod as a minimum in conformity with applicable local ordinances and statutes. Standards and sizes which exceed preceding requirements shall be installed as drawn or specified. Nothing in the specifications shall be construed to permit deviation to less than the requirements of governing codes. _ B. Codes and Standards: Applicable codes and standards shall include, but not necessarily be . . limited to: 1. Uniform Plumbing Code, 1991 or latest adopted edition, by international Association of Plumbing and Mechanical Officials. 2. Uniform Mechanical Code, 1991 or latest adopted edition, by International Association of Plumbing and Mechanical Officials. .; 3. Uniform Building Code, 1991 or latest adopted edition, by International Conference of Building Officials. 4. Requirements of OSHA, EPA and WISHA. 5. National Fire Protection Association Codes. I SECTION 50 ECTI N 1 10 I BASIC MECHANICAL REQUIREMENTS l 4. Temperature Controls B. Cutting & Patching • 1. Do cutting, core- drilling and similar work required for installation of systems under Division r 15. Cut no structural members without prior written approval of Architect/Engineer. j a. Patching of finished building elements after mechanical installation shall be in accordance with Section 01045. C. General Coordination i 1. Inform other trades thru General Contractor as to requirements for sleeves, boxes, other openings, and embedded hems, 2. Fumish and install pipe sleeves and embedded items required under Division 15. 3. Contractor shall thoroughly acquaint himself with the work involved and shall verify at the site all measurements necessary for the proper installation of his work. 4. Contractor shall refer to architectural and structural drawings for building construction and other details which affect the mechanical installation and shall confer with those trades for 1 finish adjacent to his work and arrange to have visible portions of his work (such as 1 access doors, grilles, etc.) fit in and hamwnize with the finish in a manner satisfactory to the Architect. 1 . 5. Ceiling Heights: Refer to Architectural drawings for ceiling height requirements. D. Mechanical- Electrical Coordination 1. Check mechanical and electrical drawings and specifications to assure proper location and electrical characteristics of outlets serving mechanical and electrical equipment. 2. Advise the Architect/Engineer of any modifications required to suit equipment furnished. 3. Except for controls and other items specifically called for in Division 15, all power wiring f will be provided under Division 16, Electrical. 4. Except as noted otherwise, motor starters and other means for operation and control of equipment are provided under Division 15, Mechanical. 5. Provide functional test of Control System, Air Distribution System and all Mechanical ' Components. *Test to be conducted in the presence of the Building Owner's Representative. Written verification of test to be signed by Owner's Representative. * The tests shall verify that all systems are functional and operational prior to substantial 1 completion. Any work not passing the tests shall be corrected immediately. 1.06 WORK SEQUENCE i . A. Install work in stages to accommodate other trades' requirements during the construction period. Coordinate mechanical schedule and operations with other trades. 1 1.07 SUBMITTALS A. Equipment Schedules - Fixture and equipment schedules are on the drawings. Capacities, ratings, sizes, etc., shown are minimum acceptable and may not necessarily correspond with • catalog ratings of equipment specified. 1 WAREHOUSE ADDITION 15010 -3 T/M13 -95 i SECTION 15010 BASIC MECHANICAL REQUIREMENTS B. Submittals - Submit complete bound sets at one time. Partial submittals will be returned 1 1 Keep all air inlets and outlets covered. .� B. Clean up all equipment and flush out and clean all plumbing fixtures at completion of job. C. Clean out ventilation equipment both inside and out on completion of the job. Install clean filters. D. Flush out all piping, clean dirt legs and strainers. 1.13 RECORD DRAWINGS, DATA A. General: Corrections and changes where the actual installation differs from shown on contract documents, made during the progress of the work shall be neatly recorded as actually installed. One set of prints showing in red this information, shall be kept up to date at all times. These marked prints shall be kept at the job site. At the completion of the project, the Contractor shall transfer changes to as -built drawings and furnish one complete set of "as- built" drawings on mylar type reproducible transparencies and two (2) sets of Diazo prints to Architect. WAREHOUSE ADDITION 15010 -6 T/M13 -95 I SECTION 15010 I BASIC MECHANICAL REQUIREMENTS i , 1.14 SAFETY AND PROTECTION , ! A. Safety Measures to be Taken: The Engineer has not been retained or compensated to provide design and construction review services relating to the Contractor's safety precautions or to means, methods, techniques, sequences or procedures required for the Contractor to perform 1 his work. The Contractor will be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. B. Head Protection: Provide head protection where duct angles, pipe hangers, equipment support angles, etc., are exposed in walkways, or in access ways for any maintenance. Cover all such potentially injurious protrusions less than 7' -0" above the floor with padding. Padding shall be securely and permanently fastened and finished comparable to adjacent finishes clearly labeled as a hazard. 1.15 RESPONSIBILITY AND GUARANTEES I A. Make complete mechanical installation, connecting to all equipment shown on the plans, or called for in the specifications. . B. All work, material and equipment to be free of defect. C. Without cost to Owner, correct all defects and failures discovered within one year from date of 1 final acceptance except when, in the opinion of the engineer such condition is due to neglect or carelessness of the owner. D. The guarantee of the Mechanical Contractor is independent of shorter time limits by any t manufacturer of equipment he has furnished. E. Make all necessary adjustments during first year of operation. F. The presence of an inspector during any construction does not relieve the contractor from responsibility for defects discovered after completion of the work. f 1.16 WIRING A. Service and disconnect switches for motor and power wiring are in Division 16. Unless ( . furnished as part of packaged equipment, motor starters furnished under Division 16. B. Provide under Division 15 all control wiring, line or low voltage, through the coils of the magnetic starters and relays and through the contacts of thermostats and other pilot devices. 1. C. Provide under Division 15 conduit for all line voltage control wiring and exposed low voltage wiring. D. Provide flexible conduit required on short runs to equipment subject to vibration, i.e., motors, fans under Division 16. WAREHOUSE ADDITION 15010 -7 T/M13-95 C . • • WAREHOUSE ADDITION 15010 -8 T/M13 -95 SECTION 15010 BASIC MECHANICAL REQUIREMENTS L D. Required utility service and building system shutdowns are to be physically carried out and supervised by Metro personnel. Shutdowns will normally be authorized for off-hours and during weekends. E. Contractor shall repair or replace promptly any existing utilities damaged by his operation, F. Contractor shall coordinate phasing of construction work with General Contractor and shall abide by General Contractor's phasing schedule. 1.21 SALVAGE A. Owner will identify existing equipment and materials to be saved. Deliver to location as directed by Owner. Remove from site mechanical equipment and materials not required to be saved. B. Remove scrap and sheetmetal from the site. 1.22 PROJECT /SITE CONDITIONS A. Install Work in locations shown on Drawings unless prevented by Project conditions. B. Prepare drawings showing proposed rearrangement of Work to meet Project conditions, including changes to Work specified in other Sections. Obtain permission of Architect/Engineer before proceeding. { ._ PART 2 PRODUCTS L ( Not Used PART 3 EXECUTION i Not Used • END OF SECTION WAREHOUSE ADDITION 15010 -9 T/M13 -95 SECTION 15012 TESTING & BALANCING PART 1 GENERAL 1.01 DESCRIPTION A. Work Included 1. Testing and balancing air systems. 1.02 QUALITY ASSURANCE A. Work to be performed by an independent testing and balancing agency other than the Division i 15 contractor. B. Qualifications: 1. Certified member of Associated Air Balance Council (AABC) or National Environmental Balancing Bureau (NEBB). 2. In lieu of certification, show equivalent qualifications to AABC or NEBB requirements. C. Testing and balancing instruments shall be calibrated and maintained In good working order. 1.03 SUBMITTALS A. Name and proof of certification or qualifications of Testing and Balancing Agency Engineer. B. At completion of work, submit items noted in Part 3 of this Section. C. Submit seven (7) copies of submittals to Architect within 30 days after award of Contract. �.. 1.04 EXTENDED WARRANTY A. Include extended warranty of 90 days after completion of test and balance work, during which time the Owner or the Architect /Engineer may request a re -check or resetting of any part of the systems. 1.05 OWNER'S RIGHTS A. The Owner may ensure that all performance requirements and criteria have been met by ( independently testing areas of concern. B. The Owner may test during construction and operation of heating, ventilation and air conditioning (HVAC) systems as required to achieve satisfaction that the performance requirements are being met. PART 2 PRODUCTS Not Used WAREHOUSE ADDITION 15012 -1 T/M13 -95 ' WAREHOUSE ADDITION 15012 -2 T/M13.95 1 1 SECTION 15050 1 BASIC MATERIALS & METHODS PART 1 GENERAL 1 1.01 SCOPE A. Work of this section includes, but is not limited to the following: 1. Pipe and Fittings. 2. Valves 3. Inserts 4. Welding I .. 1.02 QUALITY ASSURANCE A. Requirements of Regulatory Agencies. B. Fabricate and install equipment, a aratus and system In accordance with applicable codes PP Y PP and standards listed in General Provisions and current as of date of this specification. C. Where conflicts arise between Contract Documents and Regulatory Agencies, the latter shall prevail unless documents are more stringent. 1.03 SUBMITTALS 1. A. Submit catalog cuts and performance data on all manufactured items per General Provisions Section. PART 2 PRODUCTS 2.01 STEEL PIPE AND FITTINGS A. ASTM A53 or Al20, Grade B, Schedule 40 welded pipe, black or galvanized as indicated under other Sections or same as existing. 1 B. Pipe Fittings: 1. Black or galvanized same as pipe. 2. Pipe sizes 2 and smaller, screwed fittings. 3. Pipe sizes 3" and larger, welded or flanged fittings. 4. Screwed fittings: a. Malleable iron - ASTM A47 or ASTM A153. Conform to ANSI B16.4, 125 Ib. class. 5. Welded fittings: ASTM A234 Schedule to match pipe. 6. Flanged fittings: a. Cast Iron: Screwed 1) ASTM Al26, Grade B 1 2) Conform to ANSI B16.1, 150 Ib. Class WAREHOUSE ADDITION 15050 -1 T/M13 -95 SECTION 15050 BASIC MATERIALS & METHODS 7. Flanges: SECTION 15050 SECTION 15050 BASIC MATERIALS & METHODS 10. Prepare for any cast -in -place components. -� 11. Check connection to equipment and other types of piping. 12. Provide for installation of accessory items. 13. Whenever pipe requires field cutting to fit in the line, perform work with machine and leave ends smooth and at right angle to axis of pipe. 14. Install piping in accordance with Manufacturer's best recommendations, drawings and specification, and in best commercial trade practice. 15. Supply and properly use any special tools required for laying and jointing, cutting and the like. 16. Where no location dimensions are shown, install pipe in neat and workmanlike manner. Wherever possible, group runs and rises and keep parallel. Properly lay out all piping to clear obstructions such as equipment, larger sized ducts, and the like. B. Threaded Joints 1. Cut threads cleanly with sharp tools. Conform jointing procedure with best trade practice. 2. After cutting, ream pipe. Screw together with an application of approved pipe compound. 3. Once a joint has been made up, do not back off unless threads are recleaned and new compound applied. 4. Wipe off compound and dirt from outside of every joint. 5. Install unions in threaded piping to facilitate maintenance and repair. 6. Coat exposed threads in galvanized pipe with ZRC where thread cuts are made. C. Flanged Joints 1. Make up true and square without strain on pipe or valve. 2. Tighten bolts uniformly around joint. D. Welding of Piping 1. Welders shall be skilled. Qualifications and experience shall be available upon request. 2. Welding process shall be fusion welding, without application of mechanical pressure or blows; may be either gas or electric. ' WAREHOUSE ADDITION 15050 -6 T/M13 -95 • r �� System Temp. F Material 1" & Less 1 -1/4" - 4 " Domestic Cold Water 56 -79 Glass Fiber 1/2" 1/2" Domestic Hot Water 100 -140 Glass Fiber 1.0 1.0 Rainwater Leaders < 50 Glass Fiber - -- 1.0 2.03 FITTING INSULATION COVERS, AND GROOVED COUPLING AND COVERS A. General: Provide all fitting insulation covers for pipe fittings, grooved end couplings and for pipe flanges. WAREHOUSE ADDITION 15250 -2 T/M13 -95 1 SECTION 15250 1 , INSULATION �.. B. Exposed Piping Work: Zeston PVC insulated fitting covers; applied over asbestos -free insulating cement for glass fiber to full thickness of adjacent insulation, for all glass fiber insulation. Apply fitting covers and staple on 3" centers, and seal with Zeston "Perma -Weld" solvent welding adhesive to the jacket on adjacent pipe insulation. C. Concealed Piping: Zeston fitting covers, stapled and adhesive sealed with Zeston "Perma- Weld" to adjacent vapor barrier jacket, same as specified for exposed work. PART 3 EXECUTION 3,01 INSULATION WORK - GENERAL 1 A. Preparation: Do not apply insulation until surfaces to be covered have been leak tested, have had rust and scale removed, and have been cleaned, dried and inspected. B. Materials and Workmanship: Materials shall be of the highest grade and shall be installed in a first -class manner with smooth and even surfaces. All adhesives, sealers, vapor coatings, etc., shall be compatible with the materials to which they are applied, and shall not corrode, soften or otherwise degrade. Attach such material in either the wet or dry state. Scrap pieces of insulation shall not be used where a full section will fit. Glass fiber materials which become wet or damaged during installation shall be removed and replaced with new materials. In addition to specified installation procedures, manufacturer's directions shall be followed. 3,02 INSTALLATION OF PIPING INSULATION A. General: Provide jackets for fibrous glass pipe insulation. B. Joints: Joints shall have adjacent sections tightly butted with jackets drawn tight and smoothly cemented down on all longitudinal and end laps. Jacket longitudinal laps shall overlap by at least 11/2". Butt joints shall be wrapped with strips of material identical to jacket material, at least 3" wide. Jacket laps and butt strips shall be cement sealed using either adhesive or factory- applied, self - sealing system. Jacket laps shall be smooth and without fishmouths. C. Hangers and Anchors: Continue insulation through pipe hangers and pipe sleeves. Provide protection shields at hangers where the pipe is supported by non -rigid insulation (without inserts at pipe hangers). Protection shields are specified in Section 15050. D. Sleeves, Walls and Floors: General insulation on pipes through non fire rated walls shall be full size and jacketed same as adjacent insulation. Where penetrating floors or fire walls, discontinue insulation at penetration and seal vapor barrier to sleeve on each side. Do not insulate cold water branches to single fixtures within 5' of the fixture. l END OF SECTION WAREHOUSE ADDITION 15250 -3 T/M13 -95 SECTION 15325 SPRINKLER SYSTEM 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Wet-pipe s sprinkler system. P Y 1 B. System design, installation, and certification. 1.02 REFERENCES A. NFPA 13 - Installation of Sprinkler Systems. B. FM - Factory Mutual Approval Guide. C. NFPA 14 - Installation of Standpipe and Hose Systems. D. UL - Fire Protection Equipment Directory. 1.03 SYSTEM DESCRIPTION A. Design, furnish and install all materials and equipment required for complete and operational Fire Sprinkler systems as hereinafter described and shown on the drawings including all permits and fees. Contractor shall provide design prepared by a Licensed Fire Protection Engineer or NICET Level 3 Sprinkler Designer. B. System to provide fire sprinkler coverage for the Metro South Base Annex Warehouse Addition. The new warehouse fire sprinkler system shall be an extension of the existing building sprinkler system. "System" shall start at existing 8" fire main located in the adjacent System Stores Warehouse. Make all modifications to existing fire sprinkler system as indicated and required to 1 accommodate new warehouse addition. C. Provide system designed to NFPA 13 and City of Tukwila requirements. r Y 9 Y q 1 D. Interface system with building fire and smoke alarm system as required. 1.04 SUBMITTALS . A. Preliminary Shop Drawings: Prior to detailed submission, submit preliminary layout of finished ceiling areas indicating only head locations coordinated with ceiling installation. { B. Shop Drawings: Indicate hydraulic calculations, detailed pipe layout, hangers and supports, components and accessories. Indicate system controls as required. C. Product Data: Provide data on sprinkler heads, valves, and specialties, including manufacturers catalogue information, Submit performance ratings rough -in details, weights, support requirements, and piping connections. WAREHOUSE ADDITION 15325-1 T/M13 -95 SECTION 15325 SPRINKLER SYSTEM D. Submit shop drawings, product data, hydraulic calculations to City of Tukwila Fire Marshal for approval. Submit proof of approval to Architect /Engineer. E. Manufacturer's Certificate: Certify that system has been tested and meets or exceeds City of Seattle Fire Marshal's requirements. 1.05 PROJECT RECORD DOCUMENTS A. Record actual locations of sprinkler heads, valves, flow switches and deviations of piping from drawings. indicate drain and test locations. 1.06 OPERATION AND MAINTENANCE DATA A. Maintenance Data: Include components of system, servicing requirements, Record Drawings, inspection data, replacement part numbers and availability, and location and numbers of service depot. B. Provide suitable wrenches for each head type. WAREHOUSE ADDITION 15325 -2 T/M13 -95 ` 1 SECTION 15325 SPRINKLER SYSTEM F . PART 2 PRODUCTS 2.01 MANUFACTURERS A. Grinnell Fire Protection Systems. 1 B. Patriot Fire Protection. C. Fireguard Fire Protection. t .. D. Substitutions: Under provisions of Section 15010 2.02 SPRINKLER HEADS A. Suspended/Hard Ceiling: 1. Type: Semi - recessed pendant type with matching push on escutcheon plate. �^ 2, Head Finish: Chrome. 3. Escutcheon Plate Finish: Chrome plated. 4. Fusible Link: Glass bulb type temperature rated for specific area hazard. 1 B. Exposed: 1. Type: Upright. 2. Head Finish: Brass. 3. Fusible Link: Glass bulb type, temperature rated for specific area hazard. 2.03 SPRINKLER PIPING, ABOVE GROUND 1. A. Steel Pipe: ASTM A53; ASTM A795; Schedule 40 black. 1. Steel Fittings: ANSI /ASME B16.9, wrought steel, buttwelded; ANSI /ASME B16.25, buttweld ends; ASTM A234, wrought carbon steel and alloy steel; ANSI /ASME B16.5, steel [ flanges and fittings; ANSI /ASME B16.11, forged steel socket welded and threaded. Pipe shall match or be compatible with existing pipe materials. 2. Cast Iron Fittings: ANSI /ASME B16.1, flanges and fittings; ANSI /ASME B16.4, screwed 1 fittings. 3. Malleable Iron Fittings: ANSI /ASME B16.3, screwed type. 4. Mechanical Grooved Couplings: Malleable iron housing clamps to engage and lock, "C" shaped EPDM composition sealing gasket, steel bolts, nuts, and washers; galvanized for . galvanized pipe. Acceptable Manufacturers: a. Victaulic; Style 75 for 8 inch size and smaller. b. Gustin- Bacon. c. Grinnel. l . WAREHOUSE ADDITION 15325 -3 T/M13-95 other non -toxic joint compound applied to male threads only. L. Apply masking tape or paper cover to ensure concealed sprinkler head cover plates do not receive field paint finish. M. Flush modified piping system of foreign matter. N. Hydrostatically test entire system. O. Require test be witnessed by Fire Marshal. END OF SECTION WAREHOUSE ADDITION 15325 -4 T/M13 -95 1 SECTION 15400 PLUMBING SYSTEMS 1 PART 1 GENERAL 1.01 SCOPE A. Work included, but not limited to, the following: 1. Domestic hot and cold water piping. 2. Waste and vent piping. 3. Natural Gas piping. 4. Rainwater leaders. 5. Trap Primers 6. Water Hammer Arrestors 1.02 CODES AND STANDARDS A. Per General Provisions Section 1.03 SUBMITTALS A. Submit catalog cuts and performance data on all manufactured items per provisions of Section 15010. PART 2 PRODUCTS 2.01 DOMESTIC WATER SUPPLY 1. A. Pipe and Fittings: 1. Type L hard copper tube with wrought copper fittings per Section 15050. 2. Hangers and supports per Section 15050. 2.02 SOIL, WASTE, VENT AND RAINWATER LEADERS 1. A. Service Weight: Conform to Commercial Standard CS -188 and Cast Iron Soil Institute Standards HS 67. B. "No -Hub" Type Soil Pipe and Fittings: Conform to Cast Iron Soil Institute standards 301 -72 for soil pipe and fittings or plain -end cast iron soil pipe and fittings, designated for gasket systems. C. Above ground 2" and smaller may be galvanized steel. D. Drainage Fittings: Cast iron. 2.03 COPPER DWV, TUBE AND FITTINGS A. Copper Tube, DWV 1. Fittings: Solder Type DWV. WAREHOUSE ADDITION 15400 -1 T/M13 -95 SECTION 15400 SECTION 15400 PLUMBING SYSTEMS B. System Installation: 1. Connect to all fixtures and equipment. ( 2. Brass ips nipples where copper is used for connecting to fixtures. 3. Grade piping to drain at low points with plugged tees. 4. Cut pipe accurately and work into place without springing or forcing. 5. Run all lines parallel with lines of building unless otherwise shown. 6. All changes in size shall be made with reducers. Bushed couplings and bushed ells not permitted. 7. Install all water piping on warm side of building insulation. 8. Support and isolate all piping from building structure as outlined in Section 15050. 9. Install piping to prevent water lines contacting any other piping. 10. Isolate escutcheon plates from wall with felt pads 1 /13 . thick. C. Testing: 1. Test piping at 100 psig or at full system water pressure, whichever is greater. 2. Hold tests to the satisfaction of the plumbing inspector and repair any leaks occurring. 3. Repair any leaks by remaking the joints and repeat the test. 4. Caulking or wicking not permitted. D. Sterilizing of Pipe: 1. Sterilize hot and cold water pipe with solution of 50 parts per million initial chlorine content and leave in system for 8 hours. 2. At the end of this period the residual chlorine content shall be not less than 5 parts per million. 3. Test residual chlorine content with Wallace & Tiernan, Junior Comparator. Use sodium hypochlorite, 70% HTH brand. 4. Flush thoroughly. 3.02 SOIL, WASTE AND VENT A. Installation 1. Pitch piping to drain, generally 1 /4 in. per foot. Avoid sagging or pockets. 2. Neoprene rings and stainless steel clamps approved subject to local code. 3. Connect to all fixtures. 4. Extend vents 12" above roof. 5. Flash and counterflash vents with 3 Ib. sheet lead. 6. Make flashing permanently watertight. 7. Cleanouts in soil and waste lines where required with floor or wall plates flush with finished wall or floor. 1 8. Cleanouts in horizontal runs not over 50 ft. on line, at each change of direction greater than 45 degrees, and at ends of branches except where fixture or trap can serve as cleanout equivalent. B. Testing Soil, Waste and Vent 1. Plug all openings and fill the entire system with water to highest vent stack above roof. 1 WAREHOUSE ADDITION 15400.3, T/M13.95 • WAREHOUSE ADDITION 15400 -4 T/M13 -95 SECTION 15450 1 PLUMBING FIXTURES AND TRIM I PART 1 GENERAL 1.01 SECTION INCLUDES • A. Water closets. } B. Lavatories. C. Floor Drains. �... D. Roof Drains. E, Water Heater. 1.02 REFERENCES 1 A. ANSI /ASME A112.6.1 - Supports for Oft- the -Floor Plumbing Fixtures for Public Use. B. ASME A112.18.1 - Finished and Rough Brass Plumbing Fixture Fittings. C. ANSI /ASME A112.19.2 - Vitreous China Plumbing Fixtures. D. ANSI /ASME A112.19.5 - Trim for Water - Closet Bowls, Tanks, and Urinals (Dimensional Standards). 1.03 SUBMITTALS A. Submit under provisions of Section 15010. B. Product Data: Provide catalogue illustrations of fixtures, sizes, rough -in dimensions, utility sizes, trim, and finishes. C. Manufacturers Installation Instructions. 1.04 OPERATION AND MAINTENANCE DATA 1 A. Submit under provisions of Section 15010. B. Maintenance Data: Include fixture trim exploded view and replacement parts lists. 1.05 DELIVERY, STORAGE, AND HANDLING A. Accept fixtures on site in factory packaging. Inspect for damage. B. Protect installed fixtures from damage by securing areas and by leaving factory packaging in place to protect fixtures and prevent use. WAREHOUSE ADDITION 15450 -1 T/M13 -95 SECTION 15450 PLUMBING FIXTURES AND TRIM 1.06 FIELD MEASUREMENTS A. Verify that field measurements are as indicated on shop drawings. B. Confirm that millwork is constructed with adequate provision for the installation of countertop lavatories and sinks. 1.07 WARRANTY A. Provide one year warranty under provisions of Section 15010. 1.08 EXTRA MATERIALS A. Furnish under provisions of Section 15010. B. Provide 2 sets of faucet washers, faucet service kits and flush valve service kits. PART 2 PRODUCTS 2.01 WATER CLOSET - WATERSAVER P -1 A. Bowl: 1. Manufacturer: American Standard Afwall EL 1.6 2257. ` 2. Other acceptable manufacturers offering equivalent products. '~ a. Kohler. b. Eljer. c. Crane. 3. ANSI /ASME A112.19.2; wall hung, siphon jet, vitreous china closet bowl, with elongated rim, 1 -1/2" top spud, 2 -1/4" passageway, china bolt caps, 1.6 gallon flush with large water surface area. B. Flush Valve: 1. Manufacturer: Sloan Royal Model 111. 2. Other acceptable manufacturers offering equivalent products. a. Delany Model 402. b. Zurn Aquaflush Z -6000. 3. ASME A112.18.1; exposed chrome plated, diaphragm type with oscillating handle, escutcheon, seat bumper, integral screwdriver stop and vacuum breaker; maximum 1.6 gpm flush volume. 4. Provide vandalproof fittings and hardware. C. Seat: 1. Manufacturer: Bemis Model 1655 -SSC Institutional Extra Heavy Duty. 2. Other acceptable manufacturers offering equivalent products. a. Beneke Model 527 SS. WAREHOUSE ADDITION 15450-2 T/M13 -95 1 SECTION 15450 PLUMBING FIXTURES AND TRIM �..•. b. Church Model 95000. c, Olsonite Model No. 95CC -SS. 3. Solid white plastic, open front, extended back, self- sustaining hinge, brass bolts, without cover. D. Wall Mounted Carrier: 1. Manufacturer: Josam horizontal or vertical as required. 2. Other acceptable manufacturers offering equivalent products. a. Smith. b. Zurn. c. Wade. 3. ANSI /ASME A112.6.1; compact style adjustable cast iron frame with face plate for siphon jet watercloset, integral drain hub and vent, adjustable spud, lugs for floor and wall attachment, back anchor foot, threaded fixture studs with nuts and washers. 2.02 LAVATORY P -2 A. Basin: 1. Manufacturer: American Standard "Lucerne" 0355.012. 2. Other acceptable manufacturers offering equivalent products, 1 a. Kohler. b. Eljer. .c. Crane. 3. ANSI /ASME A112.19.2; vitreous china wall -hung lavatory 20 x 18 inch minimum, with 4 inch minimum high backsplash, drillings on 4 inch centers, rectangular basin with splash lip, front overflow, and soap depression. [ B. Trim: 1. Manufacturer: Delta Faucet Model 523 -WF HGMHDF. 2. Other acceptable manufacturers offering equivalent products. a, Chicago Faucet b. T & S Brass and Bronze Works, c, Moen. 3. ANSI /ASME A112.18,1 M; chrome plated single handle faucet with open grid strainer, .5 gpm aerator, chrome plated loose -key stops, chrome plated 17 gage brass P -trap and arm with escutcheon. C. Wall Mounted Carrier: 1. Manufacturer: Josam. 2. Other acceptable manufacturers offering equivalent products. a. Smith. b. J. R. Smith. c. Zurn. 3. ANSI /ASME A112.6.1; cast iron and steel frame with tubular legs, lugs for floor and wall attachment, concealed arm supports, bearing plate and studs, 1 WAREHOUSE ADDITION 15450.3 T/M13.95 B. Lacquered cast iron, polyethylene locking dome, non puncturing clamping ring with integral gravel stop. C. Bottom outlet, caulk, threaded or No -Hub. Underdeck clamp assembly. D. Provide with 2" solid water dam. 2.06 WATER HEATER WH -1 A. Manufacturers: 1. A.O. Smith ELC -2. WAREHOUSE ADDITION 15450 -4 T/M13 -95 SECTION 15450 PLUMBING FIXTURES AND TRIM B. 2.5 gallon bronze storage tank with one 1500 watt screw -in type heating element. Voltage as noted on plans. Polystyrene tank insulation, steel jacket with baked enamel finish. C. Watt No. 40XL Pressure and Temperature relief valve in tank top. Route drip line to outside. D. Water heater shall meet or exceed efficiency requirements set forth by ASHRAE 90.1b 1990 and state code reflecting the same requirements. PART 3 EXECUTION 3.01 EXAMINATION A, Verify that walls and floor finishes are prepared and ready for installation of fixtures. B. Verify that electric power is available and of the correct characteristics. 3.02 PREPARATION A. Rough -in fixture piping connections in accordance with minimum sizes indicated in fixture rough -in schedule for particular fixtures. 3.03 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install each fixture with trap, easily removable for servicing and cleaning. C. Provide chrome plated rigid or flexible supplies to fixtures with loose key stops, reducers, and } escutcheons. 1.. D. Install components level and plumb. E. Install and secure fixtures in place with wall carriers and bolts. { F, Seal fixtures to wall and floor surfaces with sealant, color to match fixture. 3.04 INTERFACE WITH OTHER PRODUCTS A. Review millwork shop drawings. Confirm location and size of fixtures and openings before rough -in and installation. 3.05 ADJUSTING A. Adjust work under provisions of Section 15010. 1 WAREHOUSE ADDITION 15450 -5 T/M13 -95 1 { 2. The manufacturer shall provide a one year parts and labor warranty. WAREHOUSE ADDITION 15770-3 T/M13 -95 SECTION 15770 HEATING AND VENTILATION EQUIPMENT PART 3 EXECUTION 3.01 EXAMINATION A. Verify that roof Is ready to receive work and opening dimensions are as indicated on shop drawings or as illustrated by the manufacturer. B. Verify that proper power supply is available. 3.02 INSTALLATION A. Install in accordance with manufacturers instructions, B. Deliver roof curbs or unit mounting frames to General Contractor for installation into roof system. C. Mount units on factory built roof curb or mounting frame providing watertight enclosure to protect ductwork and utility services. Install roof mounting frame level. END OF SECTION WAREHOUSE ADDITION 15770 -4 T/M13.95 A. Material - Sheetmetal 1. General: Sheetmetal materials specified hereinafter shall conform to the following material requirements. 2. Galvanized Steel Sheets: ASTM A527, weight of galvanized coating shall be not less than 11/4 oz. total for both sides of one square foot of a sheet; U.S. Steel, Bethlehem or Republic manufacture. 3. Galvanized Steel Hot - Dipped After Fabrication: Comply with requirements of ASTM Al23. 4. Pressure Classification: Pressure classification shall be as defined in SMACNA HVAC Duct Construction Standards. The extent of pressure classification for construction of the air distribution components, shall be based on maximum of 2,500 fpm with a ± 2" static pressure class. WAREHOUSE ADDITION 15840 -1 T/M13-95 . WAREHOUSE ADDITION 15840-3 T/M13-95 SECTION 15840 DUCTWORK & ACCESSORIES PART 3 EXECUTION ,, WAREHOUSE ADDITION 15840.5 T/M13 -95 • SECTION 15860 CENTRIFUGAL FANS r -- PART 1 GENERAL 1.01 SECTION INCLUDES A. Rooftop centrifugal fans. 1 B. Utility /Vent sets. C. Fan Accessories. 1 .. 1.02 REFERENCES 1 A. AMCA 99 - Standards Handbook. B. AMCA Publication 210. 1 C. AMCA Publication 300. D. AMCA 301 - Method of Calculating Fan Sound Ratings from Laboratory Test Data. 1 E. NEMA MG1 - Motors and Generators. F. NFPA 70 - National Electrical Code. G. SMACNA - HVAC Duct Construction Standards - Metal and Flexible. 1 1.03 SUBMITTALS A. Product Data: Provide data on centrifugal fans and accessories including fan curves with specified operating point clearly plotted, sound power levels for both fan inlet and outlet at rated capacity, and electrical characteristics and connection requirements. B. Manufacturer's Installation Instructions. 1.04 OPERATION AND MAINTENANCE DATA A. Operation and Maintenance Data: Include instructions for lubrication, motor and drive replacement, spare parts list, and wiring diagrams. 1.05 DELIVERY, STORAGE, AND HANDLING I A. Protect motors, shafts, and bearings from weather and construction dust. WAREHOUSE ADDITION 15860 -1 T/M13-95 1. SECTION 15860 CENTRIFUGAL FANS F. Electrical Characteristics: 1. Motors, Under 1/2 HP; 115 volt, single phase, 60 Hz, 1/2 HP and over; 460 volt, three phase, 60 Hz. 2. Refer to Division 16. is. G. Wiring Terminations: 1. Disconnect switch shall be factory installed and wired from the motor to junction box installed inside the motor compartment. H. Accessories: 1. Integral backdraft damper. 2.02 CEILING EXHAUSTER A. Manufacturers 1. Cook Model Little Gem II. 2. Greenheck. 3. Broan. 4. Fan types, capacitles and needed accessories scheduled on drawings. B. General 1. Performance Ratings: Conform to AMCA 210 and bear the AMCA Certified Rating Seal. 2. Sound Ratings: AMCA 301, tested to AMCA 300 and bear AMCA Certified Sound Rating j Seal. 3. Fabrication: Conform to AMCA 99. 4. Listing: Provide UL Label 5. Drive: Direct. 6. Static and Dynamic Balance: Eliminate vibration or noise transmission to occupied areas. C. Wheel 1. Forward Curved: Galvanized steel construction, dynamically balanced. D. Housing 1 • 1. Heavy gage galvanized steel, acoustically lined. E. Electrical Characteristics and Components 1. Motor, Under 1/2 HP; 115 volts, single phase, 60 Hz. 2. Refer to Division 16. 3. Wiring Terminations: Provide internal wiring box with receptacle. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions and as indicated. 1 WAREHOUSE ADDITION 15860 -3 T/M13-95 SECTION 15860 CENTRIFUGAL FANS 1 SECTION 15900 CONTROLS & INSTRUMENTATION PART 1 GENERAL 1.01 WORK INCLUDED A. The "General Conditions N of the contract apply to work specified in this section; consult them in detail for applicable instructions. B. Include all labor, materials, and appliances required for the fumishing, installing and testing, complete and ready for operation in a manner satisfactory to the Owner, all work shown on all relevant drawings and specified herein. C. All components of sub - systems of the control system must meet applicable local code requirements. 1.02 SCOPE OF WORK A. This specification defines the minimum performance requirements for a electric stand atone control system for the Metro South Base Annex Warehouse addition. 1.03 TECHNICAL AND INSTALLATION A. System Requirements: 1. The system contractor shall fumish and install all equipment, accessories, wiring, and instrument piping required for a complete and functioning system. 2. All materials and equipment used shall be standard components, regularly manufactured for this and/or other systems and not custom designed especially for this project, All systems and components shall have been thoroughly tested and proven in actual use. 1.04 WIRING A. The building management system shall be installed according to the following provisions. All wiring shall be installed in accordance with the project electrical specifications. 1, Power wiring for the control system shall be provided by the Division 16 Contractor. Dedicated circuit breakers shall be furnished by the Division 16 Contractor in the distribution panetboards for this purpose. Coordinate with Division 16 Contractor for control power wiring requirements. 2. All limited energy cable installed within the constraints of this specification shall be UL listed and labelled for the specific use. Cables installed in return air plenums without conduit shall be specifically listed for such use. 3. All exposed wiring, in mechanical rooms or where subject to damage, shall be in conduit. 4. All electrical wiring shall comply with the National Electrical Code, 1.05 WORK BY OTHERS A. The following work related to this section shall be performed as follows: WAREHOUSE ADDITION 15900 -1 T/M13 -95 1 SECTION 15900 CONTROLS & INSTRUMENTATION 1. All finish painting required for building management and control piping and equipment shall be as described in other Sections. 2. All cutting and patching necessary for the installation of the building management and control system shall as described in other.Sections. 1.06 SUBMITTALS AND SHOP DRAWINGS A. Submit required or requested shop drawings, and obtain written review comments before ordering or installing any equipment or material. B. Submit shop drawings of all equipment. They shall consist of manufacturer's scale drawings, ,. cuts, or catalogs, including descriptive literature which shall indicate the construction, material, physical dimensions, and complete operating data. All automatic controls shop drawings shall also contain a verbal description of the sequence of operations, enumerating and describing the function of each component. I . 1 SECTION 15900 CONTROLS & INSTRUMENTATION i . 1.08 SYSTEM ACCEPTANCE AND SERVICE I A. Upon completion of the installation, the contractor shall initiate operation of the control system and perform all necessary testing and perform diagnostics to insure proper operation. An j acceptance test in the presence of the owners representative, and/or the Project Manager shall be performed. 1.09 OWNER'S INSTRUCTION i A. The system contractor shall provide four (4) copies of an Operator's Manual describing all operating and routine maintenance service procedures to be used with the system. The system 1 contractor shall instruct the owners designated representatives In these procedures during the start -up and test period. The duration of the instruction period shall be not Tess than eight (8) hours provided in (2) separate 4 hour sessions. These instructions are to be conducted during normal working hours. The instructions shall consist of both hands -on and classroom training at the job site. 1 . 1.10 WARRANTY A. The system, including all hardware and software components, shall be warranted for a period of one (1) year following the date of beneficial use. Any manufacturing defects arising during this warranty period shall be corrected without cost to the Owner. I . PART 2 PRODUCTS 2.01 THERMOSTATS A. General: Electronic programmable thermostat matched with heating and ventilating unit, Conforming to requirements of Washington State Energy Code, Honeywell or approved B. Thermostat features: 1. Weekday, Saturday, Sunday programming with automatic change over. I. 2. Powered by 24 volt control system transformer with battery back -up. 3. Heat - off -auto system switch, On -auto fan switch. 4. LCD display with clock and room temperature. 1 2.02 DAMPER MOTORS A. Electric Operated i 1. Damper motor shall be corrosion resistant construction and shall be of proper size to meet system requirements, as determined by the control manufacturer. Belimo or approved. 1 moun ting 2. The motor assembly shall include the necessary hardware and brackets to allow proper to a standard 1/2" diameter shaft of damper blade. 3. Spring return to be provided for motors required to fail in a closed position. 1 WAREHOUSE ADDITION 15900-3 T/M13 -95 1 SECTION 15900 µ- ' CONTROLS & INSTRUMENTATION 2.03 CONTROL AND INSTRUMENTATION TUBING } WAREHOUSE ADDITION 15900-4 T/M13 -95 I SECTION 16010 t ELECTRICAL GENERAL PROVISIONS I I PART 1 GENERAL 1 1.01 SCOPE A. All provisions of the Contract, including the General and Supplemental Conditions, and the General Requirements apply to the work covered by Division 16. B. This specification is not intended to be used as a method of division of work among subcontractors. l C. See "Alternatives" section for possible effect on work covered by this Division. 1.02 WORK INCLUDED ` A. It is the intention of this Division of the Specifications and the accompanying drawings to provide for the furnishing, installing, testing and placing in satisfactory and successful operation 1 the equipment, materials, devices and necessary accessories to provide a complete electrical system. The work shall include all materials, appliances and apparatus not specifically mentioned herein or noted on the plans, but which are necessary to make a complete working installation of all electrical systems shown on the plans or described herein. Certain equipment and devices fumished and installed under other Divisions of this Contract (or by Owner) and shall be connected under this Division. The drawings and specifications are complementary and what is required by either shall be inferred to be required by both. L 1.03 RELATED WORK I A. All of the Contract Documents including those defining Structural, Architectural, Mechanical I work (etc.) are pertinent to the electrical work. 1.04 ELECTRICAL REFERENCE SYMBOLS , A. The Electrical Legend shown on the drawings is a universal legend. Use this legend as a reference for symbols used on the drawings. Not all symbols found on the legend will necessarily be found on the drawings. 1.05 ELECTRICAL DRAWINGS i A. Electrical drawings are diagrammatic and not intended to show all features of work. 1 B. Install undimensioned electrical items in a manner to provide symmetrical appearance. Do not scale drawings for equipment location. Review Architectural, Structural and Mechanical drawings and adjust work to conform to conditions shown. Dimensional accuracy is not guaranteed and field verification of dimensions, locations, and levels to suit field conditions is required. • WAREHOUSE ADDITION 16010 -1 T/M13-95 i 1 SECTION 16010 ELECTRICAL GENERAL PROVISIONS C. Circuits and connections are shown diagrammatically and indicate the general character and approximate location. The layout does not necessarily show the total number of conduits for the circuits required, nor are the locations of indicated runs intended to show the actual routing of the conduits. Contractor may modify circuit number assignments routing etc. within the intent of the design subject to incorporation of changes into record drawings. D. The horsepower of motors and apparatus wattages indicated on the plans are estimated requirements for equipment furnished under other Divisions of this contract and bid shall be based on these sizes. Overload elements shall be furnished to suit actual equipment nameplate current. Advise Owner's Representative of any subsequent equipment changes affecting electrical circuits. E. Any minor changes in the location of the conduits, outlets, etc., from those shown on the plans shall be made without extra charge, if so directed by the Owner's Representative before Installation. - F. Contractor shall consult the architectural drawings for the exact height of all outlets not '{ specified herein or on the drawings. G. Outlet locations shown on the drawings are approximate. Contractor shall study the building drawings in relation to spaces and equipment surrounding each outlet so that the lighting fixtures are symmetrically located according to room layout. When necessary, with the Architect's approval, outlet shall be relocated to avoid interference with structural features of the building. 1.06 SITE VERIFICATION OF CONDITIONS A, Before submitting a bid, the Contractor shall visit the site and verify dimensions and familiarize prevail except that, this shall not be construed as relieving the Contractor from complying with any requirements of the plans or specifications which may be in excess of code requirements and not contrary to same. Notify the Owner's Representative of conflicts in the documents with regulations prior to commencing work. B. All materials and equipment installed, including lighting fixtures, shall have been tested and listed by Underwriters' Laboratories (or other code recognized laboratory) unless otherwise permitted by the Code Inspector and the Owner's Representative. C. NFPA No. 70, National Electric Code (as adopted and amended by RCW 19.28, WAC 296.46, and WAC 296.401: Laws, Rules & Regulations for Installing Electric Wires & Equipment) WAREHOUSE ADDITION 16010 -2 T/M13 -95 SECTION 16010 ELECTRICAL GENERAL PROVISIONS L_. D. Section 01060, Regulatory Requirements E. The Contractor is required to familiarize himself with the detailed requirements of these standards and any local codes and ordinances as they affect the installation of specific electrical systems. 1.08 PERMITS, FEES AND NOTICES A. Purchase all code authority required electrical permits and pay all required fees. 1.09 PERMITS AND FEES A. Contractor shall obtain and pay for all permits relating to the work in the Contract. Contractor shall be responsible for contracting the various agencies involved relating to the electrical work and shall include all inspection and other fees in the contract. 1 1.10 CERTIFICATION OF INSPECTION A. Certification of Inspection from the code enforcing agency stating that all work complies with the ordinances shall be presented to the Owner upon completion. 1.11 OBSERVATION BY OWNER'S REPRESENTATIVE 1 A. Notify Owner's Representative prior to covering of any concealed work; pulling of wires and cable; installation of lighting fixtures, or placing of covers on outlets, cabinets, panelboards. B. Comply with Section 01400, Quality Control, and provisions required under other sections of these specifications. l 1.12 COORDINATION A. Coordinate Division 16 work with that of the other divisions by reviewing all drawings, including 1 . the several Divisions of mechanical, structural and architectural for construction details and necessary coordination. B. When conduit, inserts, or sleeves for outlet boxes and /or conduits are required, Contractor shall fully coordinate the installation thereof with other trades. ( 1.13 ABBREVIATIONS /DEFINITIONS AFF Above Finished Floor ANSI American National Standards Institute NEC National Electrical Code, National Board of Fire Underwriters Publication #70 (latest adopted edition with amendments) WAREHOUSE ADDITION 16010 -3 T/M13-95 (. • SECTION 16010 ELECTRICAL GENERAL PROVISIONS Engineer (Electrical) party responsible for electrical construction drawings Or Equal Approved by the Engineer Furnish Deliver to jobsite Install Enter permanently into the project Provide Furnish and install, make ready for service. • UL Underwriters' Laboratories, Inc. (or other code authority recognized testing laboratory) Contractor The company responsible for accomplishing Division 16 work - Owner Purchaser of Division 16 work or authorized representative 1.14 WARRANTY A. The Contractor shall be responsible for all work installed under this specification. He shall make good, repair or replace, at his own expense as may be necessary, any defective work, materials or parts which may show themselves within the warranty period if said defect is due "' to imperfection in material, design or workmanship. The warranty period shall be as prescribed by law and as defined in Division One of this specification. Where not so prescribed or defined, the period shall be one year after final acceptance. Lamps need not be warrantied, but all shall be operating at the time of final acceptance. 1.15 DOCUMENTS AT JOB SITE A. Maintain on the site in good condition a complete file of all reviewed design drawings and specifications, submittal data, shop drawings, etc., bearing Engineer's stamp. These documents shall be retained at the site until final acceptance of work and shall be made available at all times for use of the Owner's representative. ' � shall furnish the Owner a set of record prints. 1.17 SAFETY MEASURES TO BE TAKEN A. The Architect and Engineer have not been retained or compensated to provide design and construction review services relating to the Contractor's safety precautions or to means, methods, techniques, sequences or procedures required for the Contractor to perform his work. The Contractor will be solely and completely responsible for conditions of the job site including safety of all persons and property during performance of the work. This requirement will apply , continuously and not be limited to normal working hours. The duty of the Architect and Engineer to conduct construction observations of the Contractor's performance is not intended to include review of the adequacy of the Contractor's safety measures, in, on or near the construction site. It shall be the Contractor's responsibility to comply with "Safety and Health Regulations for Construction, 'Volume 36, No. 75, Part II of the Federal Register by the U.S. WAREHOUSE ADDITION 16010 -4 T/M13 -95 `� SECTION 16010 ELECTRICAL GENERAL PROVISIONS Department of Labor. Contractor shall be responsible for providing all such safety measures and shall consult with the state or federal safety inspector for interpretation whenever in doubt as to whether safe conditions do or do not exist or whether he is or is not in compliance with state or federal regulations. 1.18 SUBSTITUTIONS A. Bids shall be based upon the articles, products and materials named in the specifications. See Information for Bidders for substitution procedure. 1.19 ELECTRICAL EQUIPMENT MAINTENANCE MANUALS A. The Contractor shall prepare maintenance manuals for all equipment installed as a part of the l construction project including electrical work provided under separate contract with the Owner. B. The information contained in the manuals shall be grouped in an orderly arrangement by 1 .. category. C. The manuals shall have a typewritten index and divider sheets between categories with identifying tabs. D. The information included must be the exact equipment installed, not the complete line" of the manufacturer. Where sheets show the equipment installed and other equipment, the installed equipment shall be neatly or clearly identified on such sheets. Parts lists shall give full ordering information assigned by the original parts manufacturer. Manuals shall contain shop drawings, wiring diagrams, operating and maintenance instructions, replacement parts lists, and equipment nameplate data for all equipment and systems installed under the project. Signal equipment submittals shall contain step -by -step circuit description information designed to acquaint maintenance personnel with equipment operation in each mode of operation. 1 E. Diagrams for each system shall be complete drawings for the specific system installed under the contract. "Typical" line diagrams will not be acceptable unless properly marked to indicate the exact field installation. 1 F. The completed manuals shall be bound with hard board covers. The covers shall be identified with the name of the Project, Division 16 Contractor and Year of Completion. 1 G. A preliminary copy, complete except for the bound cover, shall be submitted 30 days prior to completion of the project for checking and approval. Three bound copies shall be delivered after final acceptance of the preliminary copy. 1.20 DEMONSTRATION OF ELECTRICAL SYSTEMS 1 A. Complete requirements of Division 1, Project Close Out. WAREHOUSE ADDITION 16010.5 T/M13 -95 1 • WAREHOUSE ADDITION 16010 -6 T/M13.95 ■ SECTION 16040 EXISTING ELECTRICAL SYSTEMS �r. PART 1 GENERAL 1.01 SCOPE A. This Section covers the protection and/or the selective demolition of the existing electrical systems. B. Demolish existing electrical as required to permit work. 1 1.02 PROTECTION OF EXISTING SYSTEMS A. Prior to commencing work, investigate thoroughly the existing systems. Any damage resulting 1 from performance of work under this contract shall be repaired to assure continuing operation and integrity during and at completion of the project. Protect existing systems to remain. Any existing wiring serving devices to remain in service, and which are interrupted by work performed under this contract shall be rerouted to maintain circuit continuity during hours they are in use. Temporary outages will be permitted during cutover work at such times and places as can be pre- arranged with the Owner's representative. Keep such outages to a minimum number and length. Make no outages without prior approval. Include all costs for temporary 1. wiring and overtime work required in the contract price. Remove all temporary wiring at completion of work. B. Contractor shall provide and maintain proper shoring and bracing for existing underground utilities, sewers, and building foundations, encountered during his excavation work, to protect them from collapse or other type of damage until such time as they are to be removed, f incorporated into the new work, or can be properly backfilled upon completion of new work. t _ C. Contractor shall provide and maintain protection during sitework for all existing lawns, trees, curbs, gutters, drives, walks, and buildings, not noted for removal. Damaged work shall be ( repaired or replaced, and damaged lawns shall be replaced with sod. Trees shall be protected l until final grading has been completed. 1.03 EXISTING SYSTEMS CONCEALED l - A. The electrical drawings show portions of the existing electrical systems which are to remain, be removed or be modified as a part of the Contractor's work. 1 . B. The Contractor shall inspect the existing installation prior to bidding and shall make his own judgment as to the work required to provide a complete installation within the intent of the Contract Documents. C. Concealed features of the existing systems are derived from record drawings and the Engineer's best Judgment of the configuration, but no guarantee is made as to their correctness. WAREHOUSE ADDITION 16040 -1 T/M13-95 t . SECTION 16040 EXISTING ELECTRICAL SYSTEMS 2. Junction boxes, etc., required for continued operation of the building may be left in place and exposed for access. 1 Y B. Verify Toads on all existing panelboards located within the project area (nature of load, area served, etc.) and correct directories accordingly. Includes verification of circuits serving loads outside of the project area. C. Provide necessary work in support of other trade's demolition efforts. 1 . 3.03 POWER OUTAGES A. The building will continue its normal operation during the construction work; therefore it is required that the Contractor schedule power outages with the Owner, Power outages to Owner (or tenant) occupied areas shall not be permitted from 7:00 a.m. to 6:00 p.m. on any day of the week. Premium time shall be bid for this work. In the event that the Contractors work causes or contributes to a power outage (or other system fault), the Contractor is responsible for immediately correcting the problem. Included (as examples) shall be any premium time required to stay on the job site until problem is corrected. 3.04 PREMIUM TIME A. Premium time shall be included in the Base Bid for power outages to owner occupied areas and for other work as required by the schedule, as shown on the drawings and in other Divisions of the Specifications. 3.05 REMOVAL OF EXISTING CEILINGS �._. A. Carefully remove and replace where access to perform electrical work is required. 3.06 NEW DEVICES IN FINISHED REMODEL AREAS A. Provide flush mounting for devices in existing walls. Fish conduit down wall. Where existing boxes are indicated to be reused, extend box as necessary and provide new devices and plates. 3.07 DUST BARRIERS 1 .. A. Build barriers to dust between Contractors work and Owner - occupied areas unless waived by Owners Representative. ,Coordinate with work under other divisions. END OF SECTION 1 . WAREHOUSE ADDITION 16040-3 T/M13 -95 1 l . I . SECTION 16050 BASIC MATERIALS AND METHODS PART 1 GENERAL 1.01 DESCRIPTION A. This section covers for basic materials and requirements for installation of Division 16 work. 1.02 QUALITY ASSURANCE A. Workmanship is considered important and is subject to approval. Employ workmen skilled in 1 the trade, and familiar with particular techniques applicable to various sections of work. NECA Standard 5055, "Standard of Installation" shall be used to establish the minimum standard of workmanship wherever applicable. 1 B. Coordinate Division 16 work with the work of other Divisions for proper installation and for timely execution of construction. Any changes necessitated by failure to properly coordinate with work of the various trades shall be made at no increase in contract amount, 1 C. Verify the type and accuracy of information shown on approved electrical plans and shop drawings for electrical equipment items (motors, pumps, fans, etc.) provided under other Divisions. This shall be done prior to installation and connection of equipment furnished or installed by others. 1.03 REFERENCE STANDARDS The latest adopted revision of the following standards are included in this specification by reference: A. NEMA 250 Enclosures for Electrical Equipment B. NEMA KS 1 Enclosed Switches 1 C. NEMA OS 1 Outlet Boxes D. NEMA PB 1 Panelboards t . E. NFPA No. 70 National Electric Code (N.E.C.) F. UL 50 Cabinets and Boxes G. UL 886 Outlet Boxes and Fittings H. IEEE 112 ISEEE Standard Test Procedure for Polyphase Induction Motors I. ANSI/UL 62 Flexible Cord and Fixture Wire, Safety Standard For. WAREHOUSE ADDITION 16050-1 T/M13 -95 ;: SECTION 16050 BASIC MATERIALS AND METHODS 1.04 ACCESSIBILITY OF EQUIPMENT .. 1 SECTION 16050 1 BASIC MATERIALS AND METHODS 1 . 5. Review of submittal information by the Owner's Representative shall not relieve the Contractor from responsibility for deviations from Drawings and Specifications, unless he has at time of submission requested in writing and received written approval from the Owner's Representative or specific deviations. Review of submittal information shall not relieve the Contractor from responsibility for errors and omissions in shop drawings or Literature. 6. Furnish submittal information on the following items: a. Lighting fixtures b. Lighting and distribution panels c. Fused switches, and nonfused disconnect switches d. Receptacles e. Ballasts, fluorescent and high pressure sodium f. Lamps, fluorescent, incandescent, and high pressure sodium g. Transformers, dry type h. Rigid conduit I. PVC conduit k. EMT (electrical metallic tubing) I. Flexible conduit m. Fire Alarm System complete 1 n. Paging system o. Special pull boxes and junction boxes p. 600 -volt conductors (submit sample) q. Motor control: Outline and schematic (elementary) drawings descriptive information, 1 and component schedule PART 2 PRODUCTS 2.01 GENERAL A. All materials must be of the quality herein specified. All materials shall be new, of the best quality and free from defects. They shall be designed to insure satisfactory operation and operation life in the environmental conditions which will prevail where they are being installed. B. Each type of material shall be of the same make and quality. The materials furnished shall be of the standard products of manufacturers regularly engaged in the production of such 1 equipment and shall be the manufacturer's latest standard design. 2.02 SUBSTITUTION OF MATERIALS A. Refer to applicable portions of Division 1. B. Certain materials and systems indicated "no substitute" shall be provided as specified, ( . WAREHOUSE ADDITION 16050-3 T/M13 -95 l , SECTION 16050 BASIC MATERIALS AND METHODS C. Substitution of products other than those specified will be considered during the submittal _. phase. Do not order any material until submittals are approved. Substitution materials shall be so noted on the submittal data and a statement of # savings over specified material shall be provided. D. After Award of Contract: Substitution of products will be considered after award of contract only under the following conditions: 1. Requests for substitutions shall be made in writing and shall be accompanied by complete description of the material or equipment. 2. Samples shall be submitted if requested. 2.03 COMPLETE SYSTEMS A. All the systems mentioned shall be complete in every detail except where specifically noted otherwise. Mention of certain materials in these specifications shall not be construed a release from furnishing such additional materials and performing all labor required to provide a complete and operable system. PART 3 EXECUTION approved by the Engineer. B. All construction materials damaged or cut into during the installation of this work shall be +. repaired or replaced with materials of like kind and quality as original materials. 3.03 EXCAVATIONS A. All excavations are to be so conducted that no walls or footings shall be disturbed or injured in any way. , , WAREHOUSE ADDITION 16050 -4 T/M13-95 • SECTION 16050 1 BASIC MATERIALS AND METHODS B. Remove all surplus earth not needed for backfllling and dispose of same as directed. C. BackfiII and compact per Division 2. 3.04 PENETRATIONS OF FIRE RATED ELEMENTS A. Utilize metal sleeves for fire rated floors and walls. Fill voids around exterior of raceway with glass fiber or rock wool. Grout top of void. Option: Cast raceways into concrete. B. Structural Steel Fire Proofing: Coordinate with other divisions for repair of damaged surfaces from penetration for electrical system supports, etc. 3.05 PAINTING A. Painting in general will be covered under another Division of the specifications, e xce e g g n n h except items furnished under this Division that are scratched or marred in shipment or installation which are to have finish repaired under this Division. 3.06 CLEAN UP A. Continually remove debris, cuttings, crates, cartons, etc., created by work. Clean up shall be done at sufficient frequency to eliminate hazard to the public, other workmen, or the Owner's employees. Carefully clean cabinets, panels, wiring devices, cover plates, etc., to remove dirt, cuttings, paint, plaster, mortar, concrete, etc. before request for acceptance of the installation. 3.07 WORKMANSHIP AND OBSERVATION A. Workmanship shall be of the best quality. Skilled mechanics shall be employed under the supervision of a competent foreman. All completed work shall present a neat and 1 professionally installed appearance. B. All work and materials shall be subject to observation at any and all times by representatives of the Owner. I . 3.08 SLEEVES, BLOCKOUTS, AND CAST -IN -PLACE DEVICES IN CONCRETE CONSTRUCTION (OR MASONRY) 1 A. Blockouts, sleeves or cast in place devices required by Division 16 work shall be coordinated with the work of other Divisions to ensure timely and proper installation. { 3.09 CIRCUITS OCCUPYING COMMON ENCLOSURE OR RACEWAY 1 A. 277 volt to ground circuits shall be kept separate from 120 volt to ground circuits (Exception: within transformers or other equipment which is served by circuits of both voltages). 1 END OF SECTION t WAREHOUSE ADDITION 16050 -5 T/M13.95 SECTION 16110 { RACEWAYS PART 1 GENERAL 1.01 DESCRIPTION A. This Section covers the installation of metallic and non-metallic raceway systems. Provide raceway systems complete. PART 2 PRODUCTS 2.01 GALVANIZED RIGID CONDUIT (GRC) A. Rigid conduit shall be hot dipped galvanized. B. Fittings shall be aivanized malleable iron or noncorrosive alloy compatible with galvanized 9 Y P 9 conduit. Set screw or running thread will not be permitted 1.. C, Erickson couplings and watertight split couplings (OZ type or equivalent) are acceptable where indicated. 2.02 ELECTRICAL METALLIC TUBING (EMT) A. EMT shall be hot dip galvanized, electrogalvanized or sherardized, steel tubing. B. Couplings and connectors shall be raintight and shall be steel or malleable iron type using a split corrugated compression ring and tightening nut or stainless steel locking disc. Set screw, indenter or die -cast fittings are not acceptable. 2.03 FLEXIBLE METALLIC TUBING 1 A. Flexible metallic tubing shall be electrogalvanized or sherardized steel. B. Minimum size for flexible metal tubing shall be 1/2". 2.04 FLEXIBLE CONDUIT A. Provide galvanized flexible steel for dry locations, UL listed "reduced wall ". Fittings shall be t malleable iron or steel, Thomas and Betts "squeeze" type or equal. B. Provide PVC jacketed "liquid -tight flexible steel conduit for damp and wet locations. Fittings: Provide Thomas and Betts "Super -Tite" or equal fittings. C. Use fittings and flexible conduit approved for raceway ground continuity where a separate 1 ground wire is not contained within the raceway. WAREHOUSE ADDITION 16110-1 T/M13.95 SECTION 16110 -- RACEWAYS 2.05 PLASTIC CONDUIT .. A. Provide Schedule 40 Type DB rigid polyvinyl chloride (PVC) type unless noted. PART 3 INSTALLATION 3.01 GENERAL A. Install Galvanized Rigid Conduit (GRC) concealed in construction for Interior and exterior circuits unless noted otherwise in the following, on the drawings, or unless specifically approved , by the Engineer. Intermediate metal conduit is permitted as a substitute for rigid galvanized steel except where GRC is required by code. B. Route exposed raceways parallel with building lines. C. The raceway system may serve as the equipment ground. All connections shall be tight and secure for minimum impedance to fault currents. 3,02 RIGID GALVANIZED STEEL CONDUIT (GRC) A. All connections shall be watertight. 3.03 ELECTRICAL METALLIC TUBING (EMT) A. EMT may be substituted for GRC for circuits concealed in construction and for wiring in furred ceilings and above suspended ceilings, B. EMT may be used for exposed work in interior unfinished areas where not exposed to physical damage. Raceways in traffic areas shall be considered exposed to physical damage where within 10 ft. of floor. 3.04 RACEWAYS THAT PENETRATE BUILDING EXTERIOR } A. Seal raceways that penetrate walls between areas of different temperatures (exterior walls, walls between heated spaces and non - heated spaces, walls between coolers or freezers and heated spaces, etc.) The section of the raceway within the wall or roof shall be sealed inside (sealing conduit body and sealant shall be UL approved for the application) and around raceway exterior using approved sealant, Seal with an approved silicone sealant. This seals shall prevent the migration of moisture laden air and/or water from one space to the other. B. Raceways through roof shall be sealed using appropriately sized roof jacks. I SECTION 16110 RACEWAYS , WAREHOUSE ADDITION 16110 -4 T/M13.95 I SECTION 16120 WIRE AND CABLES I . PART 1 GENERAL 1.01 DESCRIPTION A. Provide all wires and cables as specified herein or as required for the project. 1.02 RELATED WORK A. Section 16040, Existing Systems Section 16050, Basic Materials and Methods Section 16110, Raceways Section 16130, Boxes Section 16141, Wiring Devices Section 16170, Disconnects and Fused Switches Section 16190, Supporting Devices Section 16195, Electrical Identification { Section 16421, Temporary Power Section 16450, Grounding Section 16461, Dry Type Transformers Section 16470, Panelboards Section 16480, Motor Control PART 2 PRODUCTS 2.01 NONMETALLIC SHEATHED CABLE 1 A. Not permitted. 2.02 WIRE AND CABLE IN RACEWAYS A. Copper, insulated for 600V. Wires (as sized on drawings) are to be type THW or RHW. (Type THWN/THHN or XHHW wire may be utilized at Contractor's option). Wire and cable shall be delivered to jobsite in original containers bearing the Underwriters' label. B. Aluminum conductors not permitted. C. Threaded hubs or double locknuts and insulation or grounding type bushings. D. Support raceway by straps, suitable clamps or hangers to provide a rigid installation. Perforated strap hangers and twisted wire attachments will not be acceptable. Do not support or fasten raceways to other pipe or in a manner to prevent the ready removal of other pipe. WAREHOUSE ADDITION 16120-1 T/M13.95 ......, ............:. ......_............... w...« H......_.».. a.,.. ro,.. rn.... n, rFSw.. �.. mz' Hxw: rna, wvr ,nvu.;.va., v.._,. ... .. .... ... ._.._ .._.� ._ ._... �.. .w. �....... _.. _.... ...... .. • SECTION 16120 WIRE AND CABLES 3.02 WIRE SIZE A. Number 12 AWG minimum unless otherwise noted or specified. B. Longer Branch Circuits longer than 75' operating at 120V, or longer than 150' and operating at 277V shall be increased from #12 to #10 AWG to compensate for voltage drop. 1.: 3.03 CONDUCTORS REFERENCED ON PLANS A. Copper, type THW unless otherwise noted. 3.04 TAPING { A. Taping, if used, shall be half lapped synthetic tape. 3.05 TESTING I . A. See Section 16950, Testing. END OF SECTION i _: 1 WAREHOUSE ADDITION 16120.3 T/M13 -95 (. SECTION 16130 ELECTRICAL BOXES & CABINETS PART 1 GENERAL 1.01 DESCRIPTION A. Provide cabinets, boxes and enclosures as required by other sections of Division 16. 1.02 RELATED WORK Division 01, General Requirements Section 16010, General Provisions Section 16050, Basic Materials and Methods Section 16190, Supporting Devices Section 16195, Identification Section 16470, Panelboards 1.03 QUALITY ASSURANCE A. Coordinate locations with work of other trades to avoid conflicts with equipment and architectural trim. B. Standards: 1. Underwriters Laboratories, Inc. 2. Applicable NEMA, ANSI, and IEEE standards 1.04 SUBMITTALS A. Provide submittal information in accordance with Section 16050, Basic Materials and Methods • SECTION 16130 ELECTRICAL BOXES & CABINETS A. Switches located 6- inches from door casing, on center in spaces less than 12 ". See Architectural Drawings for exceptions. Heights of outlets as follows, unless otherwise noted or shown on Architectural Details: - Convenience Outlets: 18" - Wall Switches: 48" - Telephone\Data Outlets: 18" - Fire Alarm Pull Stations: 54" - Wall- Mounted Fire Horn \Strobes: Per Americans with Disabilities Act (ADA) requirements. For all dimensions, measure from the finished floor to the centerline of device. END OF SECTION 1. Lw 1._ I [. WAREHOUSE ADDITION 16130-3 T/M13 -95 • SECTION 16141 �. WIRING DEVICES PART 1 GENERAL 1.01 DESCRIPTION Cr A. This section covers wiring devices such as receptacles and switches. [._ PART 2 PRODUCTS 1 . 2.01 GENERAL A. All wiring devices shall be new, UL approved, and rated for the intended application. 2.02 SWITCHES A. General: Specification grade 20A, 120.277 VAC, ivory handle, silent type for all locations. Leviton 1121. B. Three Way: Specification grade 20A, 120-277 VAC, ivory handle, double pole, three -way as indicated on drawings. Leviton 1123. C. Four Way: Specification grade 20A, 120 -277 VAC, ivory handle, silent type for all locations. Leviton 1224. 2.03 RECEPTACLES A. Convenience Outlets, Side or Back Wired: 1. Specification Grade. Duplex grounding type with composition base and slots to accommodate parallel blade cord caps. Mount with grounding slot down. 20 ampere at 125 volts, NEMA 5 -20R, ANSI C73.12. 2. UL approved, self - grounding, certified to comply with NEMA Standards. Screw terminals only. 3. Ivory color. 4. Leviton #5342. B. Special Purpose Outlets: 1 1. Specification Grade single outlet grounding type. Flush mount with grounding hole down. 2. 250V, Amperage as shown on drawings. 3. Black color. 4. Match receptacle with plug of unit to be connected. C. G.F.C.I. Receptacle NEMA 5 -20R, ivory; ANSI C73.12, Leviton 6899.1. WAREHOUSE ADDITION 16141 -1 T/M13.95 t SECTION 16141 WIRING DEVICES � 2.04 DEVICE PLATES �. A. Provide UL listed, one -piece type, flush device plates of satin finish stainless steel with metal, countersunk head screws colored to match device plate and of rounded edge "streamline WAREHOUSE ADDITION 161 -2 T/M13 -95 9 ..: ,.. ...., . .. .. ... .. ....._..,.._........, .... ...............- ._.........,,.. ....w.,an,..a+^wm..e is .- .u. „...,...._..,,.,,......,_. .. .... .. .. .......... -. -_._.. . i E SECTION 16170 CIRCUIT AND MOTOR DISCONNECTS I . PART 1 GENERAL 1.01 DESCRIPTION l._ A. Provide all disconnects, fused and unfused, shown or required by applicable codes for equipment furnished under this and other divisions of these specifications. PART 2 PRODUCTS I _ 2.01 DISCONNECTS A. Switch shall be heavy duty type, shall be quick -make quick -break and shall be horsepower 1. rated for motor loads. Switch shall open all ungrounded conductors and in addition shall provide an auxiliary contact for each control circuit wire energized from a source not interrupted by the disconnect switch. Option: A separate switch for control circuits may be mounted immediately adjacent to the main power disconnect, Disconnects shall be single throw unless noted otherwise. B. Enclosure shall have interlocking cover to prevent opening door when switch is closed. Interlock shall include a defeating feature. C. Enclosure shall be suitable for location in which mounted. D. Fusible disconnects shall be as above with addition of fuse space and clips to accept only P P p Y Class R fuses. L 2,02 MANUFACTURER I A. Same as listed in Section 16470. B. Disconnect Switches for Single (1) -Phase Motors rated less than 1 HP: Pass & Seymour HP 20 or equal as manufactured by General Electric, Westinghouse, Square D, Sierra, Hubbell or other approved. 2.03 LABELS I A. Provide each disconnect with an engraved label in accordance with Section 16195. Label to indicate load served and source or supply. 1. I WAREHOUSE ADDITION 16170 -1 T/M13 -95 1 SECTION 16170 CIRCUIT AND MOTOR DISCONNECTS WAREHOUSE ADDITION 16170-2 T/M13.95 SECTION 16190 SUPPORTING DEVICES PART 1 GENERAL 1.01 DESCRIPTION A. Provision of supports and fastenings for properly mounting and anchoring all raceways, equipment, and fixtures. 1.02 RELATED WORK Section 16010, Electrical General Provisions Section 16130, Boxes Section 16500, Lighting 1.03 REFERENCE STANDARDS A. ANSI B18.2.1-81 Bolts and Screws B. ANSI B18.21.1 -72 Lock Washers C. UBC (adopted edition) Uniform Building Code PART 2 PRODUCTS 2.01 STEEL SUPPORTS A. Provide brackets, frames, and hangers fabricated from standard rolled structural steel shapes or prefabricated structural system manufactured by one of the following: 1. Kindorf Electrical Products Company 2. Powerstrut Division/Van Huffel Tube Corporation 3. Unistrut Construction 4. B -Line Systems, Inc. B. Provide threaded steel rods, where required, 3 /e inch diameter. Use hot dip galvanized steel on installations exposed to the weather. Do not use chain except where detailed or specifically required. Do not use perforated strap or wire. 2.02 FASTENINGS A. Provide necessary fastenings in accordance with the following: 1. Bolts and nuts: ANSI B18.2.1 regular series, semi- finished, hexagon, galvanized. 2. Lock washer: ANSI B18.21.1 medium, spring type, galvanized. 3. Beam clamps: Thomas beam and angle clamps. WAREHOUSE ADDITION 16190 -1 T/M13 -95 • SECTION 16190 SUPPORTING DEVICES I . l SECTION 16195 ELECTRICAL IDENTIFICATION PART GENERAL 1.01 DESCRIPTION • A. Provide labels, nameplates, directories and coding. h PART 2 PRODUCTS 2.01 BRANCH CIRCUIT PANELBOARD DIRECTORIES A. Provide neatly typed schedule (odd numbered circuits on left side or top, even on right side or bottom) under plastic jacket or protective cover to protect the schedule from damage or dirt. Securely mount on inside face of panelboard door. Define briefly, but accurately, nature of connected load (i.e., Lighting Office, Receptacles Mechanical/Electrical Room, etc,). B. Use room numbers or designations actually installed, not those used on contract drawings, unless they are the same. C. Spare circuit breakers and space positions shall be noted in pencil. 2.02 NAMEPLATES A. Provide nameplates constructed of 1/16 inch thick plastic (white letter on black stock) laminated material engraved through black surface material to white sublayer. Provide nameplates for the following: -- B. Ground Fault Circuit Interrupter Receptacles (1/8" letters) C. Motor Starter and Disconnect Labels (1/4" letters). t._ D. Special Equipment Outlet Labels ( letters). E. Panelboard Labels (1/4" letters). F. Switches where item controlled is not visible from switch (1/8" letters). 2.03 ONE -LINE DIAGRAM A. Provide a copy of the modified distribution system one -line diagram. Mount behind protective cover (1/8 inch minimum thickness clear plexiglass) in substantial frame, in accessible location at Service Entrance. WAREHOUSE ADDITION 16195 -1 T/M13 -95 1 . END OF SECTION WAREHOUSE ADDITION 16195-2 T/M13-95 w �a�;:,: v:; cF;. v... n� .,........,...._....,.....__... :..._... .......:.,.. R w w• n... TS.. an. awc....« _...__.._...._.�......_.._..... .._ ............._. a.._... .....___._.......__.,_..__..... _ ._. I WAREHOUSE ADDITION 16421.1 T/M13 -95 SECTION 16450 GROUNDING PART 1 GENERAL 1.01 DESCRIPTION A. Grounding electrodes. B. Grounding (bonding) of equipment and building steel. 1.02 RELATED WORK A, Division 01, General Requirements I 1 B. Section 02221, Trenching and Backf filling C. Section 05050, Metal Fastenings D. Section 05120, Structural Steel E. Section 16050, Basic Materials and Methods 1.03 QUALITY ASSURANCE A. Standards - Underwriters Laboratories, (UL) 467 -1972 (R 1975) Grounding and Bonding Equipment B. All connectors must meet the requirements of IEEE Std. 837 -1984, "IEEE Standard for Qualifying Permanent Connections Used in Substation Grounding ". 1.04 SUBMITTALS - Per Section 01340 A. Grounding Rods B. Grounding and Bonding Materials and Methods C. Connectors and Lugs I . PART 2 PRODUCTS 2.01 CONDUCTORS A. #6 AWG and Larger: 1. Stranded copper, bare, soft - drawn. B. #8 AWG and Smaller: . 1. Bare: Solid copper, soft - drawn. WAREHOUSE ADDITION 16450.1 T/M13 -95 A. Consult with code authority and conform to code requirements. Contact Engineer ineer if code q 9 authority requirements appear to conflict with contract documents. WAREHOUSE ADDITION 16450.2 T/M13-95 SECTION 16450 GROUNDING B. Installation of connectors shall be made in accordance with the connector manufacturer's recommendations. These should include; cable preparation if required, installation tools and dies and the required number of crimps. C. Connectors must be installable under all types of weather conditions. D. Connectors must be installable without the use of hazardous materials. 3.02 ROUTING OF GROUNDING CONDUCTORS A. Underground: Maintain at least 10 feet clearance between ground conductors and parallel underground metallic piping, and 5 feet clearance at points of crossing. When such clearance is not possible at points of crossing, insulate the ground conductor for 5 feet on either side. \ B. Above Ground, Exposed: Install ground cables in aluminum (non- ferromagnetic) rac o p g ( raceway or . route In a fashion to be protected from damage. 3.03 GROUND CONDUCTOR TERMINATIONS A. Exothermic Welds: Exothermic welding is permitted for all cases where copper is connected to copper, or to structural steel, provided the following conditions are met: 1. All surfaces to be jointed must be "bright clean" and thoroughly dry. 2. Install flared copper sleeves over stranded conductors. Note: Shim stock, wrap sleeves, or adapter sleeves are not acceptable. 3. Preheat Cadweld molds to at least 220°F prior to use. 4. Complete exothermic weld per manufacturer's instructions. 5. Clean molds after each use and inspect for wear. Discard molds which show excessive wear. No mold shall be used for more than 15 welds. 6. Test each weld after removal of mold by backing the weld with a hard surface and rapping the weld with a hammer. B. Compression Fitting Installation: Where compression fittings are used in lieu of welds: 1. Use a de- oxidant joint compound for all conductor connections. I Burndy "Penetrax" or equivalent. 2. Apply compression fittings with a tool designed for the purpose and approved by the fittings manufacturer. 3. Use only the proper compression die, and leave joint showing die code number clearly embossed on each fitting. C. Bolted Connections: Bolted connections when properly applied, are acceptable for all exposed or accessible grounding connections except column grounds. Include lock washers or Belleville washer under lug bolts. 1 WAREHOUSE ADDITION 16450 -3 T/M13.95 1 i SECTION 16450 GROUNDING r . WAREHOUSE ADDITION 16450 -4 T/M13 -95 /.. SECTION 16461 I . DRY TYPE TRANSFORMERS (LOW VOLTAGE) PART 1 GENERAL 1.01 DESCRIPTION A. Provide dry type transformers for supplying building 208Y/120V requirements from building 480 - volt system. Transformers shall comply with NEMA Standard ST -20. All transformers shall carry a UL label. PART 2 PRODUCTS 2.01 TYPE A. Steel panel enclosure over core, coil and terminal chamber with louvered openings for convection cooling. 2.02 WINDINGS A. Separate primary and secondary except where an autotransformer is specifically permitted as an option on plans. Windings shall have Class H insulation and shall be rated for continuous operation at rated KVA with temperature rise of not over 150 °C above a 40 °C ambient, with a maximum hot spot temperature of 220 °C. (Exception: 15 KVA and smaller - 115 °C rise maximum.) Windings and core and coil assembly shall be treated and built to resist the effects V of dirt and moisture. 2.03 PRIMARY TAPS L A. Six (6) full capacity taps, minimum of two 2+ /2 percent above and four 2 percent below normal (rated) primary voltage for all transformers larger than 15kVA. l_- 2.04 CAPACITY A. Transformers furnished shall have continuous rating not less than the size noted on the plans at the temperatures indicated above. 2.05 CONNECTIONS A. All transformers shall have 480 -volt delta connected primary and 208Y/120 volt, three - phase, four -wire connected secondary unless noted otherwise. Provisions for external connections shall be made by means of a terminal board employing lugs compatible for the external conductors installed. 2.06 NOISE LEVEL A. NEMA Standard. WAREHOUSE ADDITION 16461 -7 T/M13 -95 1 a.. 1 . SECTION 16470 1 PANELBOAADS PART 1 GENERAL 1.01 DESCRIPTION A. Provide all panelboard equipment, complete; dead front type. 1 1.02 REFERENCE STANDARDS A. UL 66 -1979 Panelboards, Electrical 1.. B. UL 98-81 Switches, Enclosed C. UL 489-80 Molded -Case Circuit Breakers and Circuit - Breaker Enclosures SUBMITTALS 1.03 Mi LS A A. Per Section 01340 on the following: Panelboards. 1 _ PART 2 PRODUCTS 2.01 MANUFACTURER: General Electric, Square D, Westinghouse, Challenger, Siemans or approved prior to bid. ' 2.02 PANELBOARD TYPE A. Panelboards shall be rated at proper voltage and current for intended use with bus bars of copper. Panels shall be 3 phase, 4 wire, 100 percent neutral, unless noted otherwise. Provide multiple lugs where conductors in parallel or "feed through" are shown on the drawings. B. Fault Duty: Fault withstand and interrupting rating shall be in conformance with code requirements for the short circuit ampacity available from the utility. 2.03 CIRCUIT BREAKERS A. Provide for the fault current to match panelboard rating as a minimum. Ratings shall be as specified on the drawings. B. Mount breakers in all panelboards so that breaker handles operate in a horizontal plane. Bolt in type only (except Square D "I line "). Provide common trip on all multiple pole breakers. Square D "I -line" panelboards approved as exception to "bolt -in" requirement. l 1 WAREHOUSE ADDITION 16470 -1 T/M13 -95 ....,.,.......-........ ................. w v......... H. u ,,,- w. ovxai: m=.rr�'x.mm�Nfi.GanutXKrb:✓t+X' xis` r]! v' xei,^- i:.+. b ....,a............ « ._.�_..__.. SECTION 16470 { PANELBOARDS L . 3.02 CABINET PAINTING A. Cabinets furnished as prime painted shall be field painted to match color of adjacent wall (See Division- Painting). END OF SECTION 1._ ._ 1 _ :. 1.... I_ L 1_.. 1 . 1 1 , WAREHOUSE ADDITION 16470.3 T/M13.95 { s - WAREHOUSE ADDITION 16475 -1 T/M13 -95 I SECTION 16475 1.. OVERCURRENT PROTECTIVE DEVICES t 3.03 THERMAL OVERLOADS € A. Sized to suit motor /equipment installed. END OF SECTION I... 1 k I L 1.- E; r I 1_ 1r L ._ __ I .. I WAREHOUSE ADDITION 16475.3 T/M13; 95 SECTION 16480 MOTOR CONTROL .. PART 1 GENERAL 1.01 DESCRIPTION A. All motors shown on the drawings or specified in other divisions of the specifications shall, in • 9 P P general, be furnished with the driven equipment and connected under Division 16 of the specification or are existing. B. Provide motor controllers as indicated. 1 _ 1.02 MOTOR VOLTAGE INFORMATION A. Consult Electrical Drawings for the specific device. ' B. Verify motor sizes and voltages provided under Division 15, other divisions, or Owner, and �/ 9 P by make proper electrical provisions accordingly. 1.03 RELATED WORK A. Section 16170, Circuit and Motor Disconnects PART 2 PRODUCTS 2.01 MANUFACTURER A. Shall be the same as provided under Section 16470 or Allen Bradley. 2.02 GENERAL A. Pushbuttons, selector switches, pilot lights, etc., shall be heavy duty "oil- tight" devices. B. Control and pilot light circuits shall operate at 120 volts. 480 volt starters shall have internal control transformers. C. Identification must include complete description of the equipment controlled. t .. D. Minimum wire size for control circuits: #14. E. Disconnect switches shall be heavy duty type. F. Separately mounted controls shall be located adjacent to the motor served; either wall mounted or mounted on a steel frame anchored to the floor. 1 WAREHOUSE ADDITION 16480 -1 T/M13 -95 auxiliary contacts for pilot control, unless otherwise indicated. C. Manual Starters: Shall be equal to Square D, Class 2510 FG -1, with pilot light, unless noted otherwise, and over loads for all ungrounded circuit conductors sized per Part 3 of this section. D. Enclosures: In general, shall be NEMA -1 type, except where exposed to the weather they shall be NEMA 3R. E. Overload Relays: Shall be bi- metallic or eutectic alloy type. One device shall be provided for each phase. Provision shall be made for resetting the overload relays from outside the enclosure. Auto -reset devices are not acceptable. F. Starters: Shall be size 1 minimum, full voltage, non - reversing type, except motors over 50 HP shall be autotransformer, closed transition start. G. "Hand -Off- Auto" selector switch. H. 120 Volt coil red running pilot light. I. Green off-pilot light. . J. Control transformer with fuses. K. Nameplate. L. Two (2) auxiliary contacts except where other pilot control is detailed or required by the plans. 2.04 DISCONNECT SWITCHES FOR MOTORS A. Shall be of the lockable type and horsepower - rated. Refer to Section 16170, Circuit and Motor Disconnects. 2.05 NAMEPLATES A. Provide engraved phenolic type nameplates for each starter, indicating: 1. Motor served. 2. Horsepower. 3. Voltage and phase. WAREHOUSE ADDITION 16480 -2 T/M13 -95 • SECTION 16480 MOTOR CONTROL PART 3 EXECUTION 3.01 WIRING A. Wiring shall conform to applicable sections of these Specifications. Furnish and install wiring from branch circuit overcurrent device to starter to motor terminals, including installation of � separately mounted starter furnished by others. Where individually mounted starters do not include an integral disconnect switch, an adjacent (or remote lockable) disconnect switch shall be provided. Provide conduit and conductors as noted on drawings for remote control, or j interlock connections. 1.� 3.02 COORDINATION A. Refer to Section 16050 for coordination between trades. 3.03 OVERLOAD SELECTION A. Provide overload thermal (heater) element sized by comparing actual (do not use contract drawing or code tabulated full load ampacity) motor nameplate full load amps with starter manufacturer's recommended heater size. Change all heater elements to be in compliance with starter manufacturer's recommendations. I END OF SECTION 1 . [. WAREHOUSE ADDITION 16480.3 T/M13.95 1 SECTION 16500 LIGHTING PART 1 GENERAL 1.01 DESCRIPTION A. General building lighting and outdoor lighting. 1.02 REFERENCE STANDARDS A. UL 57 -72 Electrical Lighting Fixtures B. UL 1570 -79 Fluorescent Lighting Fixtures C. UL 1572 -80 High Intensity Discharge Lighting Fixtures D. UBC Standard Sec. 47.1813, Lighting Fixtures 1.03 SUBMITTALS A. Submit in accordance with Specification Section 01340, Shop Drawings, Product Data and Samples on the following items: 1. Lighting Fixtures B. Review (by Engineer) of light fixture submittals which indicate voltage or quantities shall not be (_ considered to be approval of said voltage or quantities. Contractor shall verify voltage to be suitable for circuit to which connected and quantities to be as indicated on drawings. PART 2 PRODUCTS E ... 2.01 FIXTURES A. Provide in accordance with Lighting Fixture Schedule on drawings. B. Verify exact type of all ceilings following approval of ceiling submittals and order fixtures accordingly. C. Provide fixtures with proper fitting flanges, mounting supports, including sloped ceiling adaptors, and accessory items, UL listed for conditions of use. D. Exterior Fixtures: Provide fixtures designed for 0 degrees F with wet location label, and fully �_. gasketed. The Contractor is responsible to provide fixtures of the proper voltage for the circuit provided and to provide the appropriate quantity. 1 . E. Provide fixtures of the appropriate voltage for the circuit from which supplied. (. 2.02 LAMPS A. Fluorescent Lamps: As indicated in fixture schedule. WAREHOUSE ADDITION 16500 -1 T/M13 -95 - t ,1. WAREHOU ADDITION 16500.3 T/M13 -95 x3..5, SECTION 16700 SIGNAL SYSTEMS SUBCONTRACTORS PART 1 GENERAL 1.01 DESCRIPTION A. All signal communications and control systems (with the exception of those designated as "Raceway" systems only) shall be furnished or provided by "signal system suppliers" or "signal system subcontractors" hereinafter call "signal subcontractors" who maintain a staff of competent technicians in the project general area capable of providing maintenance and repair work for these systems on a contract or job order basis. Project general area shall be interpreted to mean within 150 miles. PART 2 PRODUCTS 1 . 2.01 RACEWAYS AND CONDUCTORS A. Raceways shall be as specified in Section 16110 and as specifically referenced on the drawings. Conductors shall be as specified under the various system sections and as required. g P Y q 2,02 CABINETS AND ENCLOSURES A. As specified elsewhere in Division 16. PART 3 INSTALLATION 3.01 SIGNAL SUBCONTRACTOR REQUIREMENTS A. Determine the system raceway wiring and outlet box requirements prior to bidding and if different from those shown, notify Contractor of such requirements to allow required 1 modifications to be included in the bid price without additional cost to the Owner. 1. Conduct an instruction session during which installation instructions are given to contractor's installation crew. 2, Identify all wire terminations and connections. 3. Check all equipment. 4. Arrange and supervise all testing during and after installation. a. Write letter of certification to the Architect at completion stating that system is complete and functioning in accordance with plans and specifications. END OF SECTION t WAREHOUSE ADDITION 16700-1 T/M13 -95 1 1 1 SECTION 16721 FIRE ALARM SYSTEM i.. PART 1 GENERAL 1.01 DESCRIPTION A. Furnish a design -build package including design, equipment, installation and testing for the Fire Detection and Alarm System herein described. The Architect and Engineer make no representation that the quantity or location of devices, shown on plans or in these specifications, is sufficient to satisfy the Authority Having Jurisdiction (AHJ). 1 1.02 SIGNAL SUBCONTRACTOR A. Refer to Section 16700. 1.03 RELATED WORK A. See Section 16700. 1 1.04 AUTHORITY HAVING JURISDICTION 1 . A. The Authority Having Jurisdiction ( "AHJ ") for this project is to be determined by Contractor. 1.05 REQUIREMENTS A. Component Listing: All fire detection and alarm components furnished under this section shall be Underwriter's Laboratories, "UL ", listed in the Fire Equipment List or Factory Mutual, "FM ", approved for fire signaling or fire suppression use. All accessory equipment shall be manufactured with "UL" listed components. 1.06 REFERENCE STANDARDS (EDITION CURRENTLY ADOPTED BY AHJ) A. NFPA 101 Life Safety Code B. UFC Uniform Fire Code . C. NFPA 70 National Electrical Code 1_. D. NFPA 72A Installation, Maintenance and Use of Local Protective Signaling Systems for Guard's Tour, Fire Alarm and Supervisory Service 1 .. E. NFPA 72E Automatic Fire Detectors WAREHOUSE ADDITION 16721 -1 T/M13 -95 SECTION 16721 FIRE ALARM SYSTEM 9. Operation & Maintenance Manuals: Nominal 8 X 11 inch size, three -hole loose leaf with good quality covers; properly identified on the exterior of the cover and the contents indexed and tabbed. Provide three copies of the Operation and Maintenance Manuals to the Engineer within thirty (30) days after acceptance tests are satisfactorily completed. The manuals shall be typewritten or printed instructions which contain the following minimum information: a. Complete Operating Instructions b. Preventative Maintenance Instructions c. Catalog Sheets on all Devices and Equipment d. Manufacturers Operation & Maintenance Instructions e. Reduced 11" X 17" Copies of All System Drawings 10. Record Drawings: All review drawings shall be revised to reflect the accurate as -built condition. Working Plans shall show actual, accurate locations of devices, and actual routing of conduit and location of end of line devices. The Contractor shall provide one set of erasable mylars and two sets of blueline copies of the record drawings. 1 1.08 DESIGN REQUIREMENTS A. Expand and modify the existing fire alarm system to accommodate devices indicated on drawings. B. Confirm system capacity to support additional devices. C, Manual fire alarm stations, connected to alarm zones, shall be provided where shown and as required by AHJ. D. Evacuation alarms shall be provided where shown on drawings and as required by AHJ. PART 2 PRODUCTS 2.01 MANUFACTURER A. Compatible with existing Unimode System #4520. 2.02 DUCT DETECTORS A. Air Duct Smoke Detectors: Shall be sampling photo electric or ionization type for sensing of products of combustion within the air stream of ducted fan systems. The devices shall include necessary sampling tube extensions and sensitivity adjustments for detection of products of combustion across the width of the duct. The device shall actuate upon nominal 2 percent light obscuration per foot. Visual indication of normal and alarm/trouble shall be incorporated into the exposed surface of the device. Auxiliary contacts shall be provided for connection to stop the respective fan system. 1 WAREHOUSE ADDITION 16721-3 T/M13 -95 • k WAREHOUSE ADDITION 16721 -5 T/M13.95 • ..... .. .. ... ... .. ... .. _... ...,.. ... .... ..... ....-.................._...—.........«........ wwv..:.....∎u✓ i. i ; o.. M.< ....+.... »......,......._...... .. _..... ... ... .........�..........+.......... ...`......,..�................ 1.r SECTION 16740 l .. TELEPHONE/DATA SYSTEM �. -. PART 1 GENERAL 1.01 DESCRIPTION A. Scope: Where included on the Drawings or required by communications contractor (indicated in the following by "as required ") or by code, provide the following: LL 1. Access through the building. 2. 2 -gang outlet boxes with mud rings. 3. Raceways with pull wires. I .._ B. Related Documents: Sections 16110 and 16130 1.02 PUBLIC ADDRESS Refer to Section 16772. PART 2 PRODUCTS • 2.01 RACEWAYS A. Raceways shall be 3 /4-Inch EMT or larger as required and as noted otherwise on the drawings. 2.02 OUTLETS A. Outlets shall be 4 -S box with single gang ring or as required. [.. PART 3 EXECUTION 3.01 MOUNTING HEIGHTS A. Outlets: 18 inches, except as noted. END OF SECTION L . 1 WAREHOUSE ADDITION 16740 -1 T/M13 -95 t . SECTION 16772 PUBLIC ADDRESS SYSTEM PART 1 GENERAL 1.01 SCOPE A. Provide a complete design build package for expansion of the Public Address (PA) system as indicated on the drawings and as detailed in this section of the specifications. B. The PA system includes the speakers, mounting hardware, conduit and wire and related hardware and devices. I . C. The PA system shall provide clear, natural sound uniformly distributed throughout the designated listening areas. 1.02 SUBMITTALS A. Provide submittals in accordance with Section 01340, Shop Drawings, Product Data, Samples, and as required in this section for the following: B. Shop Drawings: 1. Wiring termination schedule/diagram. 2. Conduit layout. 3. Speaker mounting details including calculations supporting strength of support elements. 4. Calculations supporting the design. Provide calculations showing the reverberation time, needed acoustical gain (NAG), predicted acoustical gain (PAG), critical distance, power required, and percent loss of consonants %LCONN. C. Product Data: 1. Speakers. 2. Wires, 1.03 MATERIALS A. All materials must be of the quality herein specified. All materials shall be new, of the best quality and free from defects. They shall be designed to insure satisfactory operation and operating life in the environmental conditions which will prevail where they are being installed. B. Each type of material shall be of the same make and quality. The materials furnished shall be of the standard products of manufacturers regularly engaged in the production of such equipment and shall be the manufacturers latest standard design. I WAREHOUSE ADDITION 16772.1 T/M13-95 I. ; SECTION 16772 PUBLIC ADDRESS SYSTEM D. Component interconnection and cable shield grounds shall be installed so the system is free of ground loops, hum, noise, instability and crosstalk. E. Perform wiring installation in accordance with SECTION 16120 WIRES AND CABLE. 3.02 SPEAKERS A. Mount wall speakers as indicated on drawings. 3.03 TESTING AND ADJUSTMENTS A. Measure the line impedance to all speakers to verify impedance is not less than the rated output impedance of the amplifier. e the achieve sound distribution. B, Sei ct th speaker taps to h uniform soun C. Set the Public Address amplifier volume control to obtain a sound level appropriate for general paging. D. Demonstrate system operation to the Owner and Engineer. END OF SECTION �... WAREHOUSE ADDITION 16772.3. T/M13 -95 SECTION 16950 ( ELECTRICAL TESTING PART 1 GENERAL 1.01 DESCRIPTION A. Perform tests of the electrical installation to assure compliance with code and proper system operation. 1.02 DIVISION OF WORK A. The following tests shall be performed under this division of the work. 1. Circuit Tests - Low Voltage 2. Load Balance Tests 3. Test Fire Alarm System in Fire Marshal's presence and obtain his approval for Owner occupancy. 4. Other systems as specified in the pertinent section. 5. Submit these reports as required by Section 16010 1.03 SCHEDULE - A. Notify Owner's Representative 10 working days prior to performance of any test, 9 Y P Y [ - PART 2 PRODUCTS ( 2.01 MATERIALS AND INSTRUMENTATION A. All required test equipment and materials shall be provided by and remain the property of the Contractor. PART 3 EXECUTION 3.01 CIRCUIT TESTS - LOW VOLTAGE A. Test all new feeders shown on schematic electrical schematic drawings. Test all wiring and connections for continuity and ground before any fixtures or other loads are connected. Tests shall be made with a 500V. minimum DC "Megger" type tester. If tests indicate faulty insulation (less than 2 megohms) such defects shall be corrected and tested again. Contractor shall provide all apparatus and material required to make test and shall bear all expenses of required testing. WAREHOUSE ADDITION 16950 -1 T/M13 -95 l END OF SECTION ll WAREHOUSE ADDITION 16950.2 T/M1 Converse Consult. n is NW � Geotechnical Engineering and Applied Earth Sciences 18 West Mercer Suite 300 teo Seattlo, Washington 98119 (206) 285 -5200 TEL (206) 285 -6231 FAX October 19, 1994 94- 35153 -01 RECEIVED Mr. Darrell Turner NOV Waterleaf Architects 7- 1995 1218 Third Avenue - Suite 1412 Seattle, Washington 98101 ROBERT FOSSATU ASSOC. Subject: ADDENDUM TO GEOTECHNICAL REPORT (Revised October 19, 1994) Proposed Metro South Base Annex Facilities Maintenance Building Addition Tukwila, Washington Reference: REPORT ON GEOTECHNICAL INVESTIGATION Proposed Metro Transit South Operating Base Annex King County, Washington prepared by Converse Consultants, Inc. dated April 27, 1984 Converse Project No. 83- 5123 -02 Dear Mr. Turner: This letter report presents an addendum to our above referenced geotechnical report for design and construction of an addition to the existing Facilities Maintenance Building located at Metro's South Base Annex in Tukwila, Washing- ton. The purpose of our work was to review the available subsurface informa- tion in the project vicinity and develop geotechnical recommendations for design and construction of the addition. Our work was completed in accordance with our proposal dated October 6, 1994. Verbal authorization to complete this work was received from you on October 7, 1994. Our scope of work included the following tasks: + Completing a brief site visit to verify existing site conditions. • Reviewing of available geotechnical information including our April 27, 1984 geotechnical report and the construction records for the Facility Maintenance Building. • Developing geotechnical design recommendations for the proposed project including allowable axial capacity of augercast piles, and estimated total and differential settlements of pile foundations. • Preparing this addendum to our 1984 geotechnical report, summarizing our geotechnical recommendations for the proposed addition. A Wholly Owned Subsidiary of The Converse Professional Grou; Waterleaf Architects,. 94- 35153 -01 . October 19, 1994 Page 2 PROJECT DESCRIPTION We understand that the proposed project consists of constructing an addition to the existing Facilities Maintenance Building located in the western portion of the site. The existing structure is supported by driven timber piles. The addition will be located off the eastern side of the existing building and will be about 70 feet by 90 feet in plan dimensions. The floor slab will be designed for a maximum load of 1,000 pounds per square foot (psf) and be pile supported. Finished floor elevation will be the same elevation of the floor slab of the existing building, which is at elevation +12 feet (project datum). Foundation support for columns and walls of the addition will be provided by augercast piles. At the time this report was completed, information concerning estimated column loads and wall loads was not available, but is assumed to be similar to those of the existing structure. EXISTING CONDITIONS The existing surface conditions are based on observations made during our site visit of October 10, 1994. Subsurface site conditions are based on review of the boring logs contained in our 1984 geotechnical report and construction records for the Facility Maintenance Building. No additional subsurface explorations were completed for this study. Surface Conditions The site of the proposed addition is relatively flat -lying and is paved with concrete. The pavement surface is at about elevation +11 feet. A storm drain is located in the eastern portion of the proposed addition footprint. Subsurface Conditions Evaluation of the subsurface conditions at the site are based on soil types observed in boring B -5, completed for the 1984 geotechnical study and located in the southeast corner of the proposed addition, and from pile driving and construction records obtained during the construction of the Facilities Maintenance Building. The location of boring B -5 is shown on the Site Plan, Figure 1. A copy of the summary log for boring B -5 is attached at the end of. this report. Subsurface conditions at the site are expected to consist of a sequence of fill, recent alluvium, and glacial deposits as interpreted in the 1984 report. Fill should consist of about 3 to 4 feet of compacted sand and gravel placed to establish planned site subgrade elevations during construction of the South Base Annex. Recent alluvium underlies the fill and is expected to consist an upper unit of fine - grained flood deposits of soft, wet, sandy silt with layers of peat. This unit extended to about elevation -3 feet in boring 8-5. Underlying the fine - grained unit, loose grading to very dense with depth, wet sand is expected. The sand unit extended to about elevation -36 feet in boring 8 -5. Below the sand, soft to stiff, wet, interbedded clayey silt and sandy silt, extending to about elevation -72 feet in boring B -5, are expected. Dense Converse Consultants NW Waterleaf Architect 94-35153-01 ... October 19, 1994 Page 3 to very dense glacial deposits, consisting of silty sand and sand, were encountered below the recent alluvium to the bottom of boring B -5 at about elevation -95 feet. Groundwater levels were reported in the borings completed at the site for the 1984 report to he at about elevations +3 feet to +8 feet. RECOMMENDATIONS AND DISCUSSIONS Pile Foundations We recommend that augercast piles extend a minimum of five pile diameters into the bearing soil. Based on the driving records for the piles installed along the eastern edge of the existing Facilities Maintenance Building and the subsurface conditions observed in boring B -5, the top of the bearing layer is at about elevation -14 feet. Assuming a pile diameter of 18 inches, penetra- tion into the dense sand should be at least 7 feet, requiring tip elevations of -21 feet. Piles should not penetrate below elevation -21 feet. To avoid reduction in pile capacity due to group effects, spacing between individual piles should be dimensioned at least three pile diameters, center to center. For augercast piles installed as recommended, a maximum allowable single pile downward capacity of; is recommend for design. The maximum allowable downward capacity includes an allowance of 12 kips of downdrag load per pile due to continued consolidation of the soft and compressible soil that underlies the site. To compute the available uplift resistance, a maximum single pile upward capacity of 9 kips is recommend for design. The above axial pile capacities include a factor of safety of 3.0 applied to the ultimate frictional strength of the soil. To resist lateral loads, we recommend that passive pressure acting against buried pile caps be computed based on an equivalent fluid density of 250 pounds per cubic foot (pcf) above elevation +7. Below elevation +7, passive resis- tance should be based on an equivalent fluid density of 100 pcf. These values have been reduced by a factor of safety of 2.0 applied to the ultimate soil strength in order to reflect lateral deformations of less than one percent of the embedded depth. This value is based on the assumption of a horizontal surface of at least two times the depth of embedment in the direction of movement. The upper 12 inches of passive resistance should be neglected if the soil is not covered by floor slabs or pavement. If future plans call for the removal of the soil providing resistance, the passive resistance should not be considered. We do not recommend using frictional resistance between the bottom of the pile cap and the underlying soil to resist lateral loads due to possible continued consolidation of the fine - grained flood deposits. Estimated Settlements Assuming that structural loads are similar to those of the existing structure, and that augercast piles are installed as recommended, we estimate that total settlements of pile foundations should be 1/2 inch or less. Differential Convorso Consultants NW 1 ....f.. .t w., a.. .v.w ..v ,a t...:.'k-' .. ".1 .+. ., c..^A ...A we. an• ry.... r . .-. mv... .... n.. awr.....F rvaa. w... v+. w^.!" N1° Y` Y:; YTYi .'AtRSTR..:.Yht'2: ^17.i \....t .Y..rnrrn .+..•h:b. n. .Hn eY#n+nnK+eei!+.r+. Mwtirirnvwwaa +s+w+naf+rnrnw'.aa.q'.rrw.rmn m.w.. Waterleaf Architects , 94- 35153 -01 � October 19, 1994 Page 5 Thank you for the opportunity to be of service to you on this project. If you have any questions, please call. Sincerely, „ WASJ '�% CONVERSE CONSULTANTS NW <4 , rq j ,� 27005 Edward J. Heavey, P.E. � '� s ` ' ors•rsiv c c ti' '� ` Senior Engineer '. , • EJH /kpp EXPIRES Ott - 0 / - ' .. Attachments: Figure 1 - Site Plan B -5 Summary Boring Log Converse Consultants NW South R/W SR5g9 • Existing Facility Maintenance Building 8 -5 Proposed Addition South Base Annex Approximate Scale izrR.sxr��.tl�xcC 0 100' LEGEND Approximate Location of Boring completod for 1984 Gootechnical Report SITE & EXPLORATION PLAN PROPOSED FACILITY MAINTENANCE BUILDING ADDITION Tukwila, Washington for Watorloaf.Architects` Project No. 94-35153-01 Figure No. 1 i•-*i Guatoghnlcnl L'rpinecttnp -�` Converse Consultants NW : nc=phl'IVE„rutsctV.. • • ....... >.,•, � y� r<< y e= "w . , =30 . J 1kCi �0�� 1 NWih'�I.W.3 A IYI.W lar...r.Agra. LF'.L.�1P: r=3., . • .Y. •n•)I . • V`L I.V .V. N♦ ... ..IN..' ....-1 •.•..n -. ...1 A•,. ,4:,`•.•. , .. “....t U. DATE DRILLED: 11 /30/83 , ( SUMMARY: BORING NO.( ELEVATION: Approx. 6.6 1 • ,`�� C.3 �•t THIS SUNNAAT APPLITI ONLT NT Till LOCATION Of THIS AONINO AND AT Till TINE OF DRILLING 1) c , h ” SUATUA /ACE CONDITIONS NAT DIP /IN AT DINER LOCATIONS AND NAT CHANGE AT THI LOCATION 4. 4 i t, ' 4 ' O '♦, 0 1 ) WITH TN! AAALAOf OF TINS, Till DATA IS A /IN /LI /ICATION Of ACTUAL CONDITIONS � Q 4 � � 4. � Q � � Qo O � h � �Q` y �Q � p � G Q ENCOUHIENID $ . 0 0 g2 y� q; O 4 4 ‘ „ M 0 CI DESCIIIPTION SYMBOL MOISTURE CONSISTENCY Q , . ' ” -6 - . SANDY SILT; gray - brown, with thin ML - - — 23 peat layers, little gravel wet soft - - 1A 3 9 /1: "C 89 43 - 5 -- - . . - - brown, organic silt .0 25 , - 2A 34 23 94 - 10 — 50 /e" SAND; black, fine SP wet very - dense — ,. —J - 3A m 6/1:" gray -brown loose - 15 — --10 - 4A/ 24 - 20 — 19 black - - dense - -15 - ^� 3 - - 5A 18 very - 25 -- 55/e" dense - --20 - — 21 - 6 A 2 3 5 5 - 30 — 42 - P - -25 - — 13 - - 7A iil 21 1 -1/2" layer sandy silt at 33.8' - 35 — 50/ " - - increasing silt content _ -30 7 - 8A 11 very fine, with trace silt, trace dense - 40 — 24 gravel . • -•• . - _ 5 - - 35 - 9A.1 7 41 — - p 14 CLAYEY SILT; gray MH w stiff - 'A. 2" spilt -spoon sampler (Continued) water leV0' Impervious seal D. 3" O.D. thin -wall sampler C. 3-1/4" .. 0.0. s 9-1/2" liner A - Atlsrher9, C - consolidation, DS - direct shear, D. 3-1/2" O.D. spilt barrel sampler X. sample no. recovered 0 - Oraln slts, T - trlaxlal, p - permeability Li pl•tometer tip sails.aautrmadatrc mv. ooadascasur a..rasemasaavice.oausisna onr-c v cmar m marlamTan uwarsr austuat ts=c urnorssurexaTmurxarau *�* e PROPOSED SOUTH BASE ANNEX Project No. King County, Washington 83- 5123 -02 for Arthur M. James - Engineers, Inc. Drawing No. z+".' Y , Converse Consultants and Appllod 3 llnlcttl c lonco orin {� • � Consultants and Apcloncoa A-5 G UMCW ILIZSIMADNI M IST.CIMOL IAILOWJW? [n1141 1:' acamactasc CI wramir Yx`WT lnnunscramo racist uc:etsemizu !Cr[r1 um:resuco0umpeJ.nt a".?re DATE DRILLED: SUMMARY; BORING NO. .Cont •) ELEVATION: 1 A • J � THIS 1UNNAAY APPLIES ONLY AT THE LOCATION Of THIS SOSINO AND AT THE TINE Of DRILLING 0 + 0� 4 . �� �f . s °2 % 1UIVUA►ACS CONDITIONS NAY OIPPSN AT OTHER LOCATIONS AND NAT CHANOS AT TNI' LOCATION O WITH THE ►ASIA OS OP TINS. TNS DATA POSS/NTIO IS A IIMPLIPICATION OF ACTUAL CONDITIONS � 4 l V � aQv Os' 0 ,�� , �4 V Yl O' + Q�q IN COUNTIASO. a. O N.+ C P h 0 O .(0 A► 0 q° DESCRIPTION SYUUOL MOISTURE CONSISTENCY - 45 - CLAYEY SILT; gray MH wet s.ti =_40 SANDY SILT; dark gray wet very -10411/18' 38 ML soft - 50 — - ' .. 7 -45 -11A[ 1/18' 57 - 55 -- CLAYEY SILT; dark gray, trace sand MH wet very - soft 7 -50 8 very -12A ni 9 42 SANDY SILT; dark gray ML wet . stiff - 60 — 10 - -55 - -13A111/18' 48 CLAYEY SILT; dark gray, with trace t1H wet - 65 — sand soft - _ _ -60 j -14A11/18' 53 - 70 — - _ -65 - grades to: - 15A91 0/18' 28 SANDY SILT; with shell ' fragments , ML - 75 — and trace gravel - 1 _ -70 -1611 17 16 SILTY SAND; gray, fine to medium, SM wet very - 80 — 41 with some gravel and shell fragments denr,e - - -75 - in _ - 17A 50/4' 11 SAND; gray, medium to coarse, with SP wet very - 85 — .., trace gravel and . shell fragments dense - - fine to medium = -80 - 18A 129/ 16 90 _ -. 61I - . " Bottom of bong at depth 88.5' Groundwater encdunte11:41,.,,a t de th 1 3' PROPOSED SOUTH BASE ANNEX Pro No. King County, Washington 83- 5123 -02 for Arthur M. James - Engineers, Inc. . Drawing No. e Converse Consultants GoolochnlcalEnglnoaring ,q--5 (CONT.) and Applied Sclonco• Converse Consultants NW Geotechnical Engineering and Applied Earth Sciences 18 West Mercer Suite 300 Seattle, Washington 98119 (206) 285 -5200 TEL (206) 285 -6231 FAX October 14, 1994 94- 35153 -01 Mr, Darrell Turner Waterleaf Architects 1218 Third Avenue - Suite 1412 Seattle, Washington 98101 Subject: ADDENDUM TO GEOTECHNICAL REPORT Proposed Metro South Base Annex Facilities Maintenance Building Addition Tukwila, Washington Reference: REPORT ON GEOTECHNICAL INVESTIGATION Proposed Metro Transit South Operating Base Annex King County, Washington prepared by Converse Consultants Inc. dated April 27, 1984. Converse Project No, 83- 5123 -02 Dear Mr. Turner; This letter report presents an addendum to our above referenced geotechnical report for design and construction of an addition to the existing Facilities Maintenance Building located at Metro's South Base Annex in Tukwila, Washington The purpose of our work was to review the available subsurface information in the project vicinity and develop geotechnical recommendations for design and construction of the addition. Our work was completed in accordance with our proposal dated October 6, 1994. Verbal authorization to complete this work was received from you on October 7, 1994. Our scope of work included the following tasks: • Completing a brief site visit to verify existing site conditions. • Reviewing of available geotechnical information including our April 27, 1984 geotechnical report and the construction records for the Facility Maintenance Building. • Developing geotechnical design recommendations for the proposed project including allowable axial capacity of auger cast piles, and estimated total and differential settle- ments of pile foundations. • Preparing this addendum to our 1984 geotechnical report, summarizing our geotechnical recommendations for the proposed addition. . RECEIVED OCT 2 5 1995 COMMUNITY DEVELOPMENT A Wholly Owned Subsidiary of • The Converse Professional Group 2 PROJECT DESCRIPTION We understand that the proposed project consists of constructing an addition to the existing Facilities Maintenance Building located in the western portion of the site. The existing structure is supported by driven timber piling. The addition will be located off the eastern side of the existing building and will be about 70 feet by 90 feet in plan dimensions. The floor slab will be designed for a maximum load of 1,000 pounds per square foot (psf) and be pile supported. Finished floor elevation will be the same elevation of the floor slab of the existing building, which is at elevation +12 feet (project datum). Foundation support for columns and walls of the addition will be provided by auger cast piling. At the time this report was completed, information concerning estimated column loads and wall loads was not available, but is assumed to be similar to those of the existing structure. EXISTING CONDITIONS The existing surface conditions are based on observations made during our site visit of October 10, 1994. Subsurface site conditions are based on review of the boring logs contained in our 1984 geotechnical report and construction records for the Facility Maintenance Building. No additional subsurface explorations were completed for this study. Surface Conditions The site of the proposed addition is relatively flat -lying and is paved with concrete. The pavement surface is at about elevation +11 feet. A storm drain is located in the eastern portion of the proposed addition footprint. Subsurface Conditions Evaluation of the subsurface conditions at the site are based on soil types observed in boring B -5, completed for the 1984 geotechnical study and located in the southeast corner of the pro- posed addition, and from pile driving and construction records obtained during the construction of the Facilities Maintenance Building. The location of Boring B -5 is shown on the Site Plan, Figure 1. A copy of the summary log for boring B -5 is attached at the end of this report. Converse Consultants NW !. 3 RECOMMENDATIONS AND DISCUSSIONS Pile Foundations We recommend that auger cast piles extend a minimum of five pile diameters into the °bearing soil. Based on the driving records for the piles installed along the eastern edge of the existing Facilities Maintenance Building and the subsurface conditions observed in boring B -5, the top of the bearing layer is at about elevation -14 feet. Assuming a pile diameter of 16 inches, penetration into the dense sand should be at least 7 feet, ',requiring tip elevations of -21 feet.t .Piles should not penetrate below elevation -21 feet. To avoid reduction in pile capacity due to group effects, spacing between individual piles should be dimensioned at least three pile, diameters, center to center: For auger cast piles installed as recommended, a maximum allowable single pile downward capacity of 40 kips is recommend for design. The maximum allowable downward capacity includes an allowance of 10 kips of downdrag load per pile due to continued consolidation of the soft and compressible soil that underlies the site. To compute the available uplift resistance, a maximum single pile upward capacity of 8 kips is recommend for design. The above axial pile capacities include a factor of safety of 3.0 applied to the ultimate frictional strength of the soil. To resist lateral loads, we recommend that passive pressure acting against buried pile caps be computed based on an equivalent fluid density of 250 pounds per cubic foot (pcf) above elevation +7. Below elevation +7, passive resistance should be based on an equivalent fluid density of 100 pcf. These values have been reduce by a factor of safety of 2.0 applied to the ultimate soil strength in order to reflect lateral deformations of less than one percent of the embedded depth. This value is based on the assumption of a horizontal surface of at least two times the depth of embedment in the direction of movement. The upper 12 inches of passive resistance should be neglected if the soil is not covered by floor slabs or pavement. If future plans call for the removal of the soil providing resistance, the passive resistance should not be considered. We do not recommend using frictional resistance between the bottom of the pile cap and the underlying soil to resist lateral loads due to possible continued consolidation of the fine- grained flood deposits. Estimated Settlements Assuming that structural loads are similar to those of the existing structure, and that auger cast piles are installed as recommend, we estimate that total settlements of pile foundations should be 1/2 inch or less. Differential settlements between adjacent pile caps should not exceed 1/4 to 1/2 inch. The majority of the settlement should occur during construction as loads are applied to the piles. Construction Considerations Auger cast piles are installed by drilling with a hollow -stem auger to the required depth and then pumping concrete grout under pressure through the tip of the auger as it is withdrawn. A steel • reinforcing cage is placed after the auger is withdrawn. If.the'reinforcing.gage is not full -length4 theme single length of No 4 reinforcing steel should ° installed along the: central axis for.,thd full 'length „ of; the . pile as an indicator that the pile consist of a continuous column,' ofgroutIt 411,101 , :quality and strength of augercast piles are hjghly on the experience of the contractor, and installation should be completed only by a contractor specializing in auger cast pile '. construction. Converse Consultants NW 4 Installation of the auger cast piles should be observed by a qualified geotechnical engineer from our firm who can collect and interpret the pile installation data and evaluate the contractor's operations. The engineer, who would be the owner's representative, would determine the actual pile length required based on pile installation data To:°aid in these evaluations;: `contract' spedi,ons�.sh coUld require the*cor�tra to,p,videa gr�otat pum with a grout pressure gage ` ana ` qualitative means for determinin "gro -i' vorume used for each pill. B -5 Summary Boring Log I EXPIRES 0 - q, J Converse Consultants NW • • • • • • • • • • • • • South R/W SR5 • grF�z Proposed Addition ct Existing cn Facility Maintenace 3 " Buildingr«� w� B -5 cc N South Base Annex • • • LEGEND 41;1- B -5 Approximate Location of Boring completed for 1984 Geotechnical Report • SITE & EXPLORATION PLAN Approximate Scale PROPOSED FACILITY MAINTENANCE Protect No. ...��r.� BUILDING ADDITION 94 0 100 Tukwila, Washington • Figure No. for Waterleaf Architects • Conve eotechnkal Et C Consultants NW and AppliedEarM►Sclm • . .. DATE DRILLED: 11/30/83 SUMMARY: BORING NO. 5 ELEVATION: Approx. 6.6 • 4 1 y � `G 1� THIS SUNYAar AI ►Liar ONLY AT , LOCATION OF THIS BONING AND AT Till TINS OP OSILLIN0 � 0• b �y `[O S. THIS SUPSUA /ACS MI NAY OI / /,N AT OMAN LOCATIONS AND NAT CNANOr AT THIII LOCATION . .0 Q •l WITH TNa PA *SAOA OF TIN,. TNa DATA AAAAAATIO IN A SIN•LI /ICATION OF ACTUAL CONDITIONS King County, Washington 83- 5123 -02 for Arthur M. James - Engineers, Inc. Drawing No. @� Converse Consultants �eotechnlcal c e eeting ii � ` +../ and Applied Sciences A -5 DATE DRILLED: SUMMARY: BORING NO.5 (Cont.) ELEVATION: __ onverse onsuans =1:470g=" A (CONY.) Municipality of Metropolitan Seattle E chin r UwW,ng • A2 Second Ave. • Se.11le, WA ° 104.: •e, Microfilm Work. Requc::t TO : a.,i1 iw .�....e., v.-- . J. �.' 7r.-v +« •G . ,- -� - FROM: Judy butler - 684 -1:30 , P.O. Number: ,C,.. / t.• - 7 a • - Date: 41/ Required: /- , , 7 Pick-up Location:, Exchange IIui:ding i/ Warehouse (N. 34th L Densmore) Product: Open Reels microfiche • a, rd./ ., Diazo Duplicate 1 Film in order listed at 5 X reduction the following documents: l/ 4:.a .ba -c2. t -rvt'v ---. .:1:. e . ^1hC. -.1.. %I.:11/..4:-.‘-e-1/ %/1-1 -,I ,i ,4 ' Ea ' Label as follows; �C.. 1,•.- rr..c.- •�- «•-- eiYt.L� -. �•% .t- ' •�ca.c ' I 7 ` ! L . r—'-1 e� mac • C.c�. r / ._ Destroy source documents: yea no • 77` Cor raents I 215._1) il, t/ - 7 -e - %•� t1- ....1 -.r f N ex / ' Received by: 7 ,.25: 7 -A9 -47D Signature Data Certificate of Authenticity } This is to certify that the microphotographs on this film -file as stated above are accurate and complete reproductions of Metro records as delivered to the undersigned in the regular course of business, "`r It is further certified that the micrographic processes were ' accomplished in a manner and on microfilm which meets the `• r requirements of the American National Standards '• • Institute (ANSI) and the office of the Secretary of State of Washington. .. ` .,; Date Produced _ I-f - < -C?—GQ D./ );• LIJ Ope rator : s , .e..J • T( ' V' P `l,, ' r { H, t , 7 i i u ` y f . ,. k r • P .. rYi�H•x . VOW- Y i o l . • . f r yt : , ' , 0 i .h � . .'' 'f , l w A,1 ' ,f(. , r *ri ' •S' y P. � `F' b A , f .��ip•' 2 - t ► i 1r f ; 1 1 i� ` t'n b ;i'i 4 X11 „.•. 1 ;T ♦ r r ,p . t '� . . k, •+ti e!- ' W+ i 1 g- ' < t �• 1 , . ifi . 1, '� ♦ •p `, a , 0 k iie i 3,.. kh <i , , ll ' i. 5 f {, ) '4 . 4 rY �"i!`(! l Ri! y � 1 [{ C, 1i 1 r "y I : aR'. f � � tii"..!, . '}:7i : . . ' • 5 v �"r : t , `� , , .' N , , ;i e " tk • . � ". . ci '4 ,. t j ''j 2 r t �.' ice . 4 ". •'F+.. 4, 1 rC, � ' 1 1.I,.,�y�x 41), 1`�^ , r i S' 1 1„ '�,�( it:'. r " r AV; ); li i, �' ,�-, a• i c t: � + q i (� %! ' r f <•, . bt3}• ., , , 1 C A.. �t, v.' 1' : ;' N.X}s•. i:�r63. `.V.k (i rii�r+e•.tt1, of &Y:l . , 7 A.PL1. ZtIrI;Y1 r :i.•4' 3i M11. r..!1 w '' e .. 'i 1; :tiS: G - v — I I 1 I t0• n, „tit – I ,• .114. .1 _1 - 1 • converse consultants Converse Consultants O.o schr4c4 EngIn..nny and Ap{Vbd iUenc.e kEPCRT ON GEOTECNNICAI. INVESTIGATION Proposed Metro Transit South Operating Base Annex ) ng County, Washington Prepared for: Arthur M, James - Engineers, Inc. Converse Project No. C3- 5123 -02 April 27, 1984 Coel.•fw ConeW4nle. Inc. 90) Elnoll Avon., Wen Sous 341.1 S.xlll.• WNnu,plon col IV Tewynone ?05 1111•51CO -12- Because the beneficial root mat will be removed during excavation and the ft11 depth will be limited in this area, it is reconmended that the excavated surface be covered with a high strength geotextile such 4s Miraft 6001. The yeotextile material will'help spread imUut.ed loads and will provide separation between sand and gravat 1111 and Orljdnic silt. , 11 L l I! Converse Consultants GeolecM,c., Cn4uwmn ,nd Apptwd SCwnc., April 27;.1984 83- 5123 -02 Arthur M. James - Engineers, Inc. Oregon Bank Building 319 Southwest Washington Street Portland, Oregon 97204 Attention: Mr. Charles J. Conlee, Project Coordinator Subject: REPORT ON GEOTECHNICAL INVESTIGATION Proposed Metro Transit South Operating Base Annex King County, Washington We herewith transmit ten copies of our summary report on geotechntcal explorations for the proposed South Operating Base Annex. This report represents the completion of Task A of 'our subconsultant agreement, Data Collection - Final Soils Investigation,• Our participation was authorized by a subconsultant services agreement dated October 24, 1983. We appreciate the cooperation and communication afforded by your project team during our investigation. Our findings and recommendations were discussed with your staff during the investigation and a draft of this report•was submitted for your torments. If you have any further questions regarding the data and conclusions in this report, please do not hesitate to contact us. /1 CONVERSE CONSULTANTS INC. Sea. Ryden Principal Engineer DER /kpp Co(,.,n, Con,YR,nti. Inc. 300 (II oII Arun., WY,I Suite 3`.Q Seattle W.,nm,yun 48114 IOrpflooe :te, Itli•�7W 4,1.7 Drainage Ditches -13- It is understood that storm drainage from adjacent property to the south will be transmitted around the east and west edges of the site in tem- porary open ditches during initial site preparation, During final site preparation, permanent storm drain pipeline; will WI installed toward the Center of the site and the temporary ,I•.,;.,•y „iii bcttlIt1. The tit, ..111 � 3. SiTE CONDITIONS 3.1 Surface Conditions 3.2 Subsurface Conditions DISCUSSION AND RECOMMENDATIONS 4.1 Site Grading 4.1.1 Stripping 4.1.2 Imported Fill Material 4.1.3 Fill Placement and Compaction 4.1.4 Cut and Fill Slopes 4.1.5 Surcharge Configurations, Settlement Monitoring 4.1.6 Subgrade Preparation Behind Facilities Maintenance Building 4.1.7 Drainage Ditches 4.2 Buried Utilities 4,3 Pavement Support 4,4 Structure Foundations 4,4,1 General 4.4,2 Building Preload 4.4,3 Spread Footings 4.4.4 Pile Foundations 4.5 Lateral Earth Pressures on Pit rails 4.6 Burled Tanks -14. 4.2 :Buried Utilities It is anticipated that most smaller buried utility lines x111 be within the Imported granular Jill, ,above approximately elevation +6. In tats case. the rrinainlny ffil in toe bottom or u•e trenth is expected to.pro. 1 1 Table of Contents (continued) FIGURES 1. Typical Settlement Platform Detail 2. Lateral Pile Resistance DRAWING 1 - Site and Exploration Plan APPENDIX A - Field Exploratlnos APPENDIX 8 - Laboratory 'resting Page to. ff 10 ff 18 -15- Trench shoring is expected to be necessary to maintain excavations which extend into soft, underlying natural soils. Groundwater seepage into trenches is also expected. Where static groundwater levels are more than'about four feet above the base of the trench in granular soils, water levels should be lowered below the trench bottom with wells or we1lpo1nts to avoid heaving or -boiling" pipe luunuatlon materials. In eny Cayn, Contras tor .• r • ,•■ ••.,,,,.,•.••. 1. INTRODUCTION This report sunarizes result' of subsurface explorations and provides geotechnlcal reco*mendations for design of the proposed annex to Metro Transit's South Operating Base in King County, Washington. The site in- cludes approximately 18 acres at the southeastern quadrant of the inter- section of State Routes 509 and 99 South, The existing South Operating Base is to the east of the subject site, across East Marginal Way South, which forms the eastern border of the annex site. Summaries of srbsurface explorations and laboratory tests are Included as appendices to this report. The following r'edort text describes the proposed project, site conditions, and Beet echnicat recommendations for inclusion in prod ..ct design. Con....• COomilsnik ha. -16- estimated that an eight -foot square footing, based at elevation +9, im- posing a pressure of four kips per square lout (due to maximum interior Column load of 257 kips), would experience settlunent$ In excess of six inches. Therefore, to reduce post- construction .sett1,..lent, to a toltrable range, -2- 2. PROJECT DESCRIPTION The site layout plan chosen during design development is that designated as scheme 7B and includes a one -story transit training building, 1-1/2 - story Operations and Maintenance Building, 1 -1/2 -story Facilities Main- tenance Bul:dtng, Fuel and Kash Buildings, Driver Training Course, southern access road from an Maginal Way South, and employee parking and coach storage areas is shown on Drawing 1. Site developnent will reportedly be accomplished in two phases: Phase 1 includes the Facili- ties Maintenance Building, Driver Training Course, Transit Training Building, and access road; Phase 2 development, scheduled for 1990, in- cludes the central portion of the site, Fuel-and Wash buildings, and Operations and Maintenance Building. Phase 1 will be constructed in two contracts: initial site preparation and then building construction with final site preparation, The first of these contracts is scheduled for summer, 1984. It is understood that the structures will be steel- framed with metal Siding and concrete walls about five feet high. Maximum interior and exterior column loads are indicated to be approximately 257 and 63 kips, respectively. Floors will be concrete slabs with 5.3 -foot deep inspec- tion pits in the Operations and Maintenance Building and a six -foot deep dip tank in the Facilities Maintenance Building. Eight -foot diameter fiberglass fuel tanks will be buried to the north of the Fuel Building, General finished site grade is planned at elevation +11 feet (1929 U.S. Coast & Geodetic Survey datum) and finished floor elevations in the buildings are planned at +12. Since the ground surface is generally about elevation +7, the proposed grade will be achieved by placing sev- eral feet of fill. Coach storage areas will ultimately be paved with concrete but Kay remain as gravel- surfaced areas for several years. Employee parking areas and the area around the Facilities Maintenance building will reportedly be paved with asphaltic concrete. Con,■■■ Conwlunk, Inc, 1 -17- 4.4.3 Spread Footings As indicated above, the thickness of preload and settlement estimates were calculated on the basis of a maximun allowable bearing pressure of four kips per square foot. The vertical sapdrdtiun bvt,.een the bottom of footings and the top of compressible sill ,ha.ld be Ilwatr.ijed to -3- The transit driving training course will be located at the northeast corner of the site and will include skid and maneuvering features as well as a hill hold area sloping up to elevation +20 at a ten percent grade. During the initial site preparation contract, runoff will be transmltt� around the site from south to north in open ditche• near both the east and west property lines. The base of the ditch is expected to be at about elevation +2 to +1 along the west side of the site and +5 at the cast side. During the second construction contract, ditches will be filled and stormwater will flow to the north of the site through two 42 -inch diameter concrete storm drain pipelines. -1D- Timber piles should meet thu quality requirements uf.) 1M D.25 and should be pressure - treated in accordance with the requirements of AWPA Standard C3. It is recommended that piles ..be .considered end. bearing (Table 2 of ASTM D -25) and that the minimum tip circumference be 25 inches. Piles should bu banded near the tip and butt to help protect . , , . . . . . , . .. . , , . . . • , . . .. , . ' . . , . , . . . . . . . . . . , . . . . . . . . . , . . . . . . . . . . . . . . , . , .. . . . , , . , . . ' • . . .. . , . , . . . . . . . . , . .. . • ' . . , . . • , , . ,, . , • , . . . • . . , ■ . . . . . . , , . , ' , . ,, . ' . . ' • , • . . .. , , . . . . . . . . . . • • , , . . ' .• . . . , . ' , . . . . . . . . , . . . . .. . , . . .. , . , ' • . , . • . . , . . . , . . . . . • . . ' ' . . , , . . . . . . . . . • ' , , ' , , . .. . ' ' . . . . • ' . , . , ' . , . . . . , . , . • . , . , , . . • . . .. • . • • ... 3.1 Surface Conditions -4- 3. SITE CONDITIONS At the time of our field explorations, November 21 through December 14, 1933, the site was a low-lying area with thick grasses at the surface and standing water on approximately the western third of the property. Some small deciduous trees occupied the northern and western perimeters of the site. An abandoned road berm entered the site near the center of the south property line. The site is bordered by the East Marginal way South,embankment along the east, State Route 509 to the north, a gently sloping wooded area up to State Route 99 on the west, and similar open field conditions on the south eventually rising to a filled area for Sam's Tire Service. Several open ditches transmit water across tne site to a highway drain- age ditch and culvert to the north. Along the eastern property line, a drainage ditch was observed to carry water to depths of about two feet. A steep-sided ditch, about our to seen feet deep, was observed to transmit water two to four feet deep through the western third of the site. A mound of soil extending about four to five feet above surrounding areas (to elevation +12) waS observed at the northeast corner of the site. Shallow holes dug in this material with a shovel and hand augers exposed sand, silty sand, and gravel with sone cobbles which is inter- preted to be a remnant of man-made fill. 3.2 Subsurface Conditions The site is interpreted to be within an alluvial channel associated with the Duwamish River which has been channelized to the north. Upper soils observed in our explorations consisted of interlayered organic silt, peat, sandy silt, silty clay, and sand which appear to be backwater and C001•114 Coneunanir, P I • 2.5 kips 11" diameter butt --'" (Fixed head Condition) el. +12 3' Sand & gravel fill k • 200 pci Yoverbank deposits. These deposits were soft, compressible, and general- saturated. The thickness of these upper materials ranged from 6 to 14 feet in our explorations and was most frequently about nine feet thick. Upper organic silts were underlain by black and gray fine sand known lo- cally as `Duwamtsh sand." The relative density of this granular materi- al ranged from loose to very dense based on sampler blow counts. The ( base of the alluvial sand w.s observed at elevation -35 to -38 feet In our six deep borings; the sand was about 34 to 36 feet thick at these locations. ow The sand was underlain by soft clayey silt to silty clay interpreted to be an older, low energy alluvial deposit. Tnis fine - grained material 1s also compressible ant is expected to influence settlement magnitude and foundation design. The thickness of this material was observed to range from 18 to 37 feet in our six borings and the lower portion of the de- 1, posit was noted at elevation -53 to -71 at these locations. t Very dense deposits of silty sand and yravrl, sand, sandy silt, and 11 sandy gravel were encountered in our borings '+eneath the geologically recent materials, These denser soils are th,,uyht to be much older than Overlying materials and are probably associated with glacial deposition, As noted previously, up to about two feet of water was standing on the surface at the eastern third of the site during our most recent explora- tion. In May 1983, water was also observed to be standing on the sur- face. Groundwater levels were observed to be about one to tour feet below the ground surface in our explorations within the western portion of the site. Except for limited surftclal zones, the soils beneath the Site are saturated, Co.. ,. ConhlunU, 10N (IN) 0.3 0.4 0.5 0.6 1A01,tp.1T (L68 -IN) (Tnou:0(175) -100 -111.) —i$0 -40 0 40. ti0 0 w --- . ... r. -6- 1. 4. DISCUSSION AND RECOF4tENUATIONS The subject site is suitable for the proposed development an the basis of geotechntcal considerations. Significant volumes of imported fill must be placed on the site to raise the surface above the design flood level and to provide a firm surface over soft, compressible natural soils. Surcharging the site with additional fill is recommended to shorten the tie necessary for primary consolidation. Long -term secon- dary compression in the fine- grained soils is expected to result to several inches of settlement during the life of the facility, Design features oust accommodate the low Strength and high compressibility of the natural fine- grained deposits. 4.1 Site Grading 4.1.1 Stripping In areas to receive at least three feet of fill, it is recommended that the existing surface vegetation and root mat not be', stripped but be Allowed to remain in place to aid In support of construction equipment. Htyh grasses should be snowed close to the surface and the cuttings should be raked and removed where possible (in those areas without stand■ng water). 9rush and trees larger tndn 1/2 -inch diameter should be cut flush with the ground surface and removed from the site. The subgrace at the west side of the site, where excavation 1s required to achieve final grades, should receive special preparation as described to Section 4.1.6. In fill areas underlain by an existing road unbankment, such as the widening of East Karglnal Way South and the initial section of the pro- posed southern access road, the existing embankment surface to support new fill should be stripped of all vegetation and organic -rich topsoil, estimated to be approximately one foot thick. con ».wt co..w iaM.. ►.�. -19- Piles should be installed by driving continuously to firm bearing with an air, steam, or diesel hamper. A typical hapmer used for timber piles delivers Ib,000 foot - pounds of driving energy per blow. Proposed driving equipment should be reviewed by the enginuur prior to pile in- stallation. A typical driving resistance for d 3U -ton timber pile driven by a 15,000 -foot -pound hammer Is about 3U blows per toot accord- ing to the Engineering News formula. 4.5 Lateral Earth Pressures on Pit walls �.,, ., •1 ., 1 Ir.. N111 r.,. .,I f r. Stripped material is not considered suitable for reuse as fill to area sensitive to subsequent settlement but my be placed in landscaped areas, if appropriate, or disposed off -site. 4.1.2 Imported F111 Material It is recommended that f111 material placed to raise the site be granu- lar, clean so that it is not adversely impacted by water, and well - graded such that it forms a dense, unyielding mat. Material provided should be clean and and gravel free of organl <.s with the following gradation when tested in accordance with ASTM 0 -422 - "Particle -Size Analysis of Soils:" U.S. Standard Percent Passing, Sieve Size by try Weight 3 inch 100 3/4 inch 50 - 100 No, 4 25 - 65 Ho. 10 10 - 45 Ho. 40 0 - 25 Ho. 200 0 - 5 The material should also have a Sand Equivalent value of at least 50 (per ASTH 0- 2419). 4.1.3 Fill Placement and Compaction Fill should be hauled and spread by such methods as will least disturb the soft foundation material. Where foundation conditions are wet and soft to the degree that construction equipment cannot be adequately sup- ported, the lower portion of the fill may be constructed by dumping and spreading successive vehicle loads in a uniformly distributed layer of thickness not greater than that necessary to support equipment while placing subsequent layers. It is estimated that this initial fill thickness will be about two feet in the softest areas. A compaction requirement need not be specified in this lower layer. Cunverm ConK/uMA, ►x. -20- 4.6 Burled Tanks Several fiberglass tanks are to be buried beneath the pavement in the vicinity of the Fuel Building. Maximum tank diameter is reportedly eight feet. Pea gravel bedding, WWII], ll], and three feet of cover are typically rec- Omended by the tint manufacturer in area•, to traffic lead'„ 1 -8- Subsequent permanent fill should be placed in uniform, horizontal layers not exceeding eight inches In thickness (loose measure). Each layer should be thoroughly compacted to at least 90 per:ent of the maximum dry density for the material as defined by ASTM 0 -1557 - 'Moisture - Density Relations of•Soils and Soil- Aggregate Mixtures Using 10 -Pound Hamner and 18-inch Drop." Compaction should be achieved ..ith modern, efficient, mechanical equipment. The use of hauling equipment for partial compac- tion is considered permissible but the full width and depth of each layer of fill must be rolled In a systematic manner, Water jetting or water settling should not be permitted to achieve compaction. The rate of fill placement should not be such that foundation strengths are exceeded and a "mud wave" Is created. It is recommended that a raise in grade no more than four feet be permitted during any two -week period. Modifications to this limitation may be tossible based on con. struction observations and measurements of sett .rent and groundwater levels. The uppermost portions of the fill which are not pernanent but act as a temporary surcharge need only be rolled by hauling equipment but should have a moist density of at least 125 pounds per Cubic foot. Surcharge material should be the same select sand and craves described in Section •4.1.2 since it reportedly will be reused as permanent fill In coach storage and hill hold areas. After surcharge material is removed, the resulting permanent subgrade surface should be rocompacted to at least 95 percher of the laboratory maximum dry density. Fill to provide a l0 -foot wide shoulder along the west edge of East Mar- ginal Way South should be keyed and benched (or "terraced ") into the existing embankment which is now at a slope of about 2H:1V (horizontal to vertical). Fill should be placed in uniform, horizontal lifts start- ing at the toe of the existing slope. Bench dimensions should be wide enough to accommodate earthnoving equipment and the height of each bench cut into the existing embankment should be no greater than about four •'+ It is likely that variations to soil conditions will be encountered dur- ing construction of this project. In order to pennit correlation be- tween preliminary soil data and the actual soil conditions encountered during construction, and to ensure conformance with ,the plans and speci- fications as originally contemplated, it Is recommended that the geo -. technical engineer be retained to perform construction review during the excavation and foundation phase's of the ho6,, :,ll,• l,re:,aration, removal -9- feet. The required degree of compaction for shoulder wfdentnC fill should be at least 90 percent of the laboratory maximum except for the surfictal two feet of (111, which should be compacted to at least 95 percent. 4.1.4 Cut and Fill Slopes It is recommended that permanent cut slopes be no steeper than 2H :1V. Vegetation should be established on the resulting soil surfaces to re- duce erosion. Temporary excavation slopes are expected to stand for limited periods of time at 1.5H:1Y although the configuration of tem- porary slopes should be determined by the contractor who is responsible for safety conditions at the site. Fill slopes should be constructed no steeper than 2H:1Y. Slopes should be densified by rolling with a compactor or bulldozer. The coarse, clean f111 material may not promote vegetative growth readily. If vege- tative slope cover is required, consideration should be given to mixing topsoil, into the fill slope surface prior to seeding. 4.1.5 Surcharge Configurations, Settlement Monitoring The proposed raise in general site grade is expected to cause signifi- cant compression to upper organic slit /peat and lower clay deposits. For example, a four -foot thickness of granular fill is estimated to settle five to ten inches, depending on the thickness and composition of compressible layers, over an initial period of about 120 days with ad- ditional long -tern subsidence of about six inches occurring at a de- creasing rate over 20 years. Therefore, this settlement behavior must be accommodated in design and construction by provisions such as staged construction, increased fill thicknesses to account for settlements, and temporary surcharge fill to decrease the time necessary for primary con- solidation and to reduce long -term secondary compression under final grades. con...*. Conwaww, Inc. -22 6. LIMITATIONS Tne findings and recomnendations of this report were prepared in accor- dance with generally accepted professional engineering principles and practice. There is no other warranty. ettner express or implied, The conclusions in this report are base: on the resul.s of the field explorations and laboratory testing, cant 1 witn an interpolation of soil conditions between boring locations.. it tunnitions are encountered � y � 11 • ,. -10- The time required for primary consolidation due to the thickness and drainage characteristics of the compressible soils is estimated to be on the order of 30 days for the upper ten -foot organic silts and 45 to 140 days for the lower 18- to 37 -foot thick clay deposit. To reduce the time necessary to experience primary settlements, and to reduce expected long -term subsidence, it is recommended that the site be filled tem- porarily with a thickness of fill in excess of the final desired fill thickness. For the range of thickness of general site fill, it is rec- ommended that this surcharge f111 thickness be at least three feet to reduce primary consolidation times to about 50 days or four feet to re- duce the time necessary for primary consolidation to about 4U days. The time periods indicated above are calculated based on the results of a limited number of laboratory tests. it is recon,nened that the actual determination of when the surcharge fill can be removed be determined by the 9eotechntcal engineer based on field measurements of actual settle- ments as indicated by settlement platforms. A typical settlement plat- form detail is shown in Figure 1. These platforms should be set approx- imately 200 feet on centers in the proposed paved areas of the site and at the corners 'and in the middle of building areas. Surveyed measure- ments should include the horizontal location, initial base plate eleva- tion and and top of pipe elevation for each installation prior to fill- ing, and elevations of top of pipe and adjacent surface of fill at an initial frequency of every third day. These devices can also be marked to show the required thickness of fill to be placed in a particular area. Based on averaged subsurface conditions, the following fill and sur- charge configuration 1s recommended for consideration during design of the general site grade areas: Desired Final Grade elevation +11 Existing Ground Surface elevation ♦7 Conn• Con...4.n% inc. •+.+. ••••-. • Y' r • i� �t�`�5-- �•-1""�+ :ter -:. " `i at ' '_._ - �w -=�- -J dry 0. r- .. v.a ...tea �..• _.... ........:i l.: "'i:: l':__ ..... ........ .. -.. accomplished in a manner and on microfilm which maota tome recommended requirements of the American National Standards Institute (ANSI) and the office of the Secretary of State of Washington. By 7 _ 1.7_) er/7"crrt Operator Date Produced LI 0 l' 100. cr 1111. 111100.4 G4*V.0 WAIAtt y M 7' A 0' A tre- ►11wo00 CA/ 7' min. 1 1- DIA. ILAC4 1004 IIIC, TweLAO 101,1 CM00, rtovlot M.0 IMIIALL COVIL1040 At at QV 140.0 �I. 4 0.'e' ILAC0 140M IL00t ILAMGt "^1 tAAO LtrtLIWG IA*, 1r 1CQul0(0 1h51ALUMICel PROCEDU4E 1 10100 0(00101], Yat.'t01 EACH 001.1 0' r ,. 1. DR Settlement platform stall M installed on the natural ground sear. feu or oe the eacaeatioe bottom prior to fill plau.ent, installation Shall 0.w wrier the sapereltlon of the engineer, :. Tna base of 0.•+e settlement platforo &hall be carefully beased en a three -Inch layer of paring Sand tuck that uniform Dearing 0.11r the en. WI Date Is **tithed, • 1. TM first pipe section shall be installed and the joints tlyhttned firmly olt. Wrenehtt, The pipe shall be erected plueo by 00;vlenent of tome grawelar f111 vender the Date and enacted with a carpenter's 1e.el, 4. hand.tag3C(.4 granular fill Mall be placed 010ood and abo., the bait of the platform for a minimum Might of three feet, ins band- ttapacted (111 0at1 proy140 the Aecesury tubllity for the settlement platfpr. during the IAftL.1 1111 plu0.ent. 5. The contractor Mall add pipe sections to the platforms as the fill placese0t proceeds. The matlaew length of any pipe section shall De six feet. As each section fa 0414, hand•co.osetad 1111 of the speci- fied type and compaction for that location shell Da placed srouw the pipe S.Gtlpn. The 1e..l of the Mnd.eo.patted ftil shall be .110101ned at or a0o.0 the lees! of the lswdlate a4)4cent .acnlna.placed fill. b. The platforms shall Oe protected by hatvy tinter railings and shall be marked ►y a tripod Iurlwg the •atlas 1111 piace.ent. TM tripod snail be of weh a height as to N elurly ,111Dle 0.0 equipment 09111tors, with a (lather or rocatleg -type latter* to be kept 111 during opera. tlous. TYPICAL SETTLEMENT PLATFORM DETAIL PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, inc. Converse Consultants °:A`"lodUse cee ppuod lttunce0 r,q.cl Aw 83- 5123 -02 llooNe '-e " v-.• +t'�C�t -t' �1.r...I {,�__ rief �LTi1u7� r 0.r1.0 //A tiny. ^a,., ^. hancl(1.'^a`G�` �fi.��•..�• q • I.,Y ` / ,t r -� / I r �r / .. 1:.f'( r� i / WILL a • ` •. l f r 1: Thickness of Temporary Surcharge Recommended Total Thickness of Fill (including provision for initial settlement) Average Expected Initial Settlement of Permanent Fill and Surcharge Surcharge Time Period Approximate Secondary Compression Over 20 -year Design Life 2.f3 feet 8 feet 12 to i5 inches 53 cat's 3 inches Similar data for alternative fill heights and surcharge time periods can be provided upon request, The hill hold feature and eastern ramp of the southern access road are planned at grades well above the general site grade, at maximum eleva- tions of +20 and +16, respectively. It 1s reconnended that the hill hold ramp be constructed with a maximum fill thickness of 16 feet, which includes the desired raise in grade of 11 feet, 3.5 to 4 feet of sur- charge, and expected settlements up to 18 inches. because the ra :io of surcharge to final fill thickness 1s smaller in this case, tr+. surcharge should be left in place at least three months. In a similar canner, that portion of the eastern ramp of the access road should be surcharged with at least three feet of surcharge for 60 to 90 cays with resulting Settlements on the orJer of 15 inches. 4.1,6 Subgrade Preparation Behind Facilities Maintenance building Tne existing ground surface to the west of the proposed location for the Facilities Maintenance Building rises gradually frc+a elevation +6 to about +13 at the west property line, Therefore, some excavation will De necessary to provide a finished pavement surface at elevation +11, Soil exposed in this excavation is expected to be wet and soft organic silt and sandy silt. Disturbance to the excavation surface should be mini- mized by allowing only limited construction traffic in this area. Ex- cavation should be from an adjacent, firmer position by a backhoe and hauling trucks should not be permitted on unprotected, excavated sur- faces. Con.... con .JUnl., r14. Conan. Cen.ull.nl,, Int. 300 Elnoll A.•nu. Wulf Lea. 3SO 6..ItN, W.,n,nyu,n bn l IV T..phon. 200 26,•200 ,r.: , tt?v.:,:c•Ci'""t.YE+2S TMr rti, i5!0.7.1re- -12- Because the beneficial root mat will be removed during excavation and the fill depth will be limited to this area, it is recommended that the excavated surface be.covered with a high strength geotextile such as Mirafi 600X. The geotextile material will help spread imposed loads and will provide separation between sand and gravel fill and organic silt. Adjacent rolls of geotextile should either be overlapped three feet or sewn (or as recommended by the supplier). Initial fill on the geotex- tile should consist of ten inches of imported sand and gravel and then the initial fill surface should be thoroughly proofrolled with construc- tion equipment to tension the fabric. Subsequent layers of fill should be mechanically compacted to the degree discussed in Section 4.1.3. It is assumed that traffic in this area will include four passenger vehicle (2 kip axle) repetitions per day for each of the 56 parking stalls In addition to 30 trips per day for 12 kip axe maintenance trucks over a design life of 20 years, Based on these traffic loads, it is recommended that at least 18 inches of imported sand al.? gravel be provided between the pavement section and the geotextile fabric on the cut surface. It is recommended that all higher areas be excavated to at least elevation +9.5 to provide sufficient thickness of subsequent fill and to provide'a gradual transition from cut to fill, If the total final pavement and granular fill thickness is two feet, it 1s recommended that the area be temporarily surcharged with an addition- al two feet of fill for a period of at least one month. Final deter- minations of when the surcharge can be removed will be based on inter- pretation of field settlement measurements, as described in Section 4.1.5. M additional eight -inch thickness of fill should be provided to account for expected settlements during the 30 -day surcharge period. Therefore, by excavating to elevation +9.5, and providing a total of 4.2 feet of fill, it is estimated that a temporary surcharge thickness of two feet plus the pavement section thickness can be removed after ap- proximately one month and about 18 inches of granular fill will remain over the fabric and subgrf -.. Conwn. Con.ull.m., r.C. APPENDIX A FIELD EXPLORATIONS Field explorations during this design phase tncluaea a series of six subsurface borings and 15 shallow hand auger holes cumyleted.durtng late h.Jv(.n,Vr and early becymher, I9<f3. LocntIC'•• rr t. . L Con../N Con.rll.n4, Inc. 344 tibun A.rnu. W111 S„llr ru .ir.III.. W•.hnlylon 48119 T.I.ph•n. 205 285•5200 • I -13- 4.1.7 Drainage Ditches It is understood that storm drainage from adjacent property to the south will be transmitted around the east and west edges of the site in tem- porary open ditches during initial site preparation, During final site preparation, permanent storm drain pipelines will be installed toward the center of the site and the temporary ditches will be filled. The elevation of the bottom of the ditch near the western property line will reportedly be +2 to +1 and the base of the eastern ditch will be at ap- proximately elevation +6. Existing drainage ditches up to seven feet deep are currently standing near - vertical. Because the proposed ditches will be deeper, it is rec- ommended that sideslopes be planned no steeper than 1.5H:1Y. The full height of site f111 should be held back at least 10. feet from the east- ern edge of the west ditch to avoid an excessive surcharge loading con- dition. It is recommended that the lower surfaces of the sideslope be protected against excessive erosion in those areas where the ditch alignment turns sharply; A suitable protection for low flows would consist of a one - foot layer of material commonly known as quarry spalis with a gradation similar to that listed below: U.S. Standard Sieve Site 6 inch 3 inch 2 inch 1 -1/2 inch 3/4 inch 3/8 inch Ho. 4 No. 10 A -2 Percent Passing, by Dry Weight 100 60 - 100 45 - 100 35 - 90 10 - 70 0 - 45 0 -25 0 - 10 con »INCosMa1a g. Inc. The locations of our explorations were determined by taping. to. survey grid stakes. Ground elevations at the ei:pioration locations were inter- polated from the project topography map. A series of 15 hand auger probes was canp%eted in May 1983 during the predesign investigation. However, the locations of .Chu probes are quest111nable because a site survey was not available at that time. lhr Aup. fur these holes are not included in this report but are available lu u,r,illp•„ Ei i! 5. INSPECTION 6. LiMITATION5 Conror, Con,.tl.nla• Inc. VT. 21 22 -14- 4.2 Buried Utilities • It is anticipated that most smaller buried utility lines will be within the imported granular fill, above approximately elevation +6. In this case, the remaining fi11 in the bottom of the trench is expected to pro- vide adequate foundation support for the pipe. Excavated site fill may be reused as trench backfill and should be compacted in a manner con- sistent with adjacent fill, i.e., 90 percent compaction in eight -inch lifts to within one foot of the subgrade surface and 95 percent compac- tion in the upper foot of backfill. Site fill moo to too curse to use es kf:991ng ano initial Oackfill around flexible pines. In this case, it is recommended that the sand or sand and (Inc gravel mixture described below be provided beneath the pipe to a depth of 25 percent of the pipe inside .fiameter, along the sides of the pipe, and over the pipe to a depth of six incnes: U.S. Standard Percent Passing, by Dry Neiaht Sieve Size 3/4 inch 3/8 inch No, 4 Ho. 10 110. 20 Ho. 4U Ho. 100 No. 200 100 70 - 100 55 - 100 35 -95 20 - 8U 10 - 55 0 - 10 0 -5 Sand Equivalent: 35 minimum It appears that the foundation for larger storm drain pipes will be lo- cated beneath the granular site fill in natural organic silt. In this Mit ENV WO iiWE Will OMAN RWRI Ed N6 8011,4114dkrd Nk iwgik It inches and be replaced with clean sand and gravel such as the imported site fill or crushed rock. ►•1.►..+.•11/21/83 SUMMARY: BORING NO. 1 u...,wrl Approx. 6,7 . �' ♦ 4 � ,aN ., r.• . . . « »i .::. .: .: .O O O of.... a. OC�J!r} ,y O fA;df ar�WM.,,.� eV iM .., M,0 ,1 N ' t o t d ICAV.1044 1 -1C _ 1/18 C GO 63 CLAYEY SILT; brown, with organics :iii Ot wet sot 6 [777:7 .. .. . . .... �, .... `.: :. �'ii;.: :'C.. ... .5 .. r`w.YY ... „�. n..,w. .u,...r «...- ....«.. - -. �.d y..�.... «......•..w...............w..e. r, en.i v�.rmY. a....+ .w`A L. iyH..xR.0 uc.n n.wr... ( ..fin1, ,,la G,,,13!,.".,:34' • r: -15- Trench shoring is expected to be necessary to maintain excavations which extend into soft;• underlying natural soils. Groundwater seepage into trenches is also expected. Where static groundwater levels are more than'about four feet above the base of the trench in granular soils, water levels should be lowered below the trench bottom with wells or wellpolnts to avoid heaving or "boiling" pipe foundation materials. In any case, the contractor is responsible for safety conditions associated with the underground installations. [ 4.3 Pavement Support Provided the preceding grading recommendations are accomplished, the final subgrade 1s expected to be a dense, unyielding surface of clean, well- graded and and gravel which has been recompacted to at least 95 percent of the ASTM 0 -1557 maximum dry density. This type of subgrade will provide excellent support for surface pavement. In design of flexible pavements, it is recommended that the subgrade be assumed to have a California Bearing Ratio (CBR) of 60 percent or a Washington "R- value" of 55. Similarly, a modulus of subgraoe reaction (k) of 500 pounds per. square inch per inch of deflection may be assumed for design of rigid pavements. 1f crushed base 1s placed as a surface on which to pave, the gradation of this material should meet the requirements for "crushed surfacing - top course and keystone' in Section 9- 03.9(3) of the Standard Spectfi- cations for 1980 Road and Bridge Construction prepared by the Washington State Department of Transportation. 4.4 Structure Foundations 4.4.1 General Due to the compressible nature of natural fine - grained soils beneath the site, conventional spread footing foundations based to the site fill would experience significant settlements even with the benefit of a gen- eral site surcharge described In Section 4.1.5. For example, it is Conwrw Conwn•nIl. ►.e. o.uwutu. SUMMARY: BORING NO.1 (Cont.) i1.1, 0,11001 r1'L 4 ,.. Mos.....: ..Mr. N...,,M.N..r.M.- .0 tool w....N M.....0 ..M...... N..... • r..M.. ',�'�� f!�1��i �� �.,�� ...a.-.• ....,+.,..r.,..«w.rii:.- ..i: C -16- estimated that an eight -foot square footing, based at elevation +9, im- posin9 a pressure of four kips per square foot (due to maximum interior column load of 257 kips); would experience settlements in excess of six inches. Therefore, to reduce post- construction settlements to a tolerable range, it is recommended that the building sites be preloaded in excess of the site surcharge or that the buildings be supported on deep foundations, such as driven piles. 4.4.2 Building Preload It is recommended that an additional preload for the buildings be at least seven feet thick and remain to place at least two months, with the actual time for preload removal determined from settlement measurements. The total thickness of fill to building areas, including permanent fill and surcharge material associated with the general site grading, would then be 15 feet. Primary settlements associated with this fill thick- ness are expected to be on the order of two feet during the preload period. It is estimated that footings based at elevation +9 in properly com- pacted fill, and designed with a maximum bearing pressure of four kips per square foot, will experience settlements on the order of 3/4 to 1 -1/2 Inches during the first year after completion of construction (63- to 257 -kip column loads). Floor settlements under 250 to 400 psf load- ing are expected to be on the order of 1/4 to 3/4 inch during the first year of operation. In addition to initial settlements, structures on spread footings are expected to settle about three to four inches at a decreasing rate over the 20 -year design life of the facilities in a similar manner as the majority of the site surface. This secondary camrpession will be grad- ual and dish- shaped across the entire site. c•..«i. Cc 4% MI. v,C. • mall o....m 11 /23/63 SUMMARY: BORING NO. 2 a. approx. 6.6 y ♦. ♦. L/''p •q N••■+■ .. ,�, 1.6-. r..1 1.4 w M w■••• • + • p1••... .•w.l 4 w1 NM .11..- ..••.Irk 6.04 ••• l.r.l .. • •w al ✓ o ^t+.d f raKurrar It WOI, YW•lu.% COMw111K.1 C 1C 2 63 5 3 CLAYEY SILT; brown, with organics 61 thin sand layer at depth 4.5' 14H 0i. wet soft 9 .6 wn Cones... Con.wu.,u. Inc. -17- 4.4.3 Spread Footings As indicated above, the thickness of preload and settleinent estimates were calculated on the basis of a maximum allowable bearing pressure of four kips per square foot. The vertical separation between the bottom of footings and the top of compressible silt should be maximized to limit settlements. For the settlement estimate of 3/4 to 1 -1/2 inches given above, it was assumed that the base of footing was at elevation +9 (three feet of burial below floor) and top of silt was at elevation +5 so that at least four feet of granular f111 material is available to spread foundation loads prior to influencing the compressible silt. Lateral foundation loads will be resisted by base friction and passive soli resistance. It is recommended that the friction coefficient be taken as 0.5 for poured -in -place concrete and that the passive resis- tance be assumed as 250 psf per foot of depth. 4.4.4 Pile Foundations M alternative foundation system to preload and shallow spread footings involves the use of deep members which would derive support from dense soils below compressible zones. Since the water table 1s high, it is our opinion that driven piles are the more appropriate of deep founda- tion alternatives. For the light to moderate loads expected for the proposed buildings, relatively short timber piles driven into the Duwam- lsh sands are considered more economical than deep, high capacity piles driven through the sand and lower clay into underlying Pleistocene de- posits. Based on our borings, it appears that the upper 15 to 20 feet of the Duwamish sand is loose to medium dense and the density increases to very dense at depths of about 17 to 28 feet below the existing ground surface (elevation -10 to -20). Con,,,,. Cof , at nit, Inc. 111011=111.111, INO1010/EXUOMMISSMINia SUMMARY: BOR1N4 NO. 2 (Cont.) 0• .44 11.44114. 4444 4- 6 .4444. 4444411 .....4 4.4. 4,4444 Noe ...M. M 44-. ... MI.....M.M 8. 4 .0444-e....44 M 6.4 8.4....44.... 44..4444-444414 45 ( 1 50— 7 10 11 0 /1E' pus 1 C 31 94 CLAYEY SILT; light gray •.M.% •O4t,Vnl Nit wet cc.•,t,ticr 4.7"� very soft —40 - -45 ..x.e+r.:.a..0 +r•v.+.!+r�.5n trtx•sMw:`±c;WSY!l to,,,e,r7,1trftowt. 1 -18- Timber piles should meet the quality requirements of ASTM D -25 and should be pressure- treated in accordance with the requirements of AWPA Standard C3.. It is recommended that piles be considered end bearing (Table 2 of ASTM 0-25) and that the minimum tip circumference be 25 inches. Piles should be banded near the tip and butt to help protect against brooming. It is suggested, for cost estimating purposes, that the average tip ele- vation be taken as -20 feet. It is very important that piles not be driven beyond elevation -23 without review by the geotechnlcal engineer because at this elevation the pile capacity may be reduced due to the proximity of the underlying soft clay. Based on static soil strengths, It is estimated that individual timber piles can safely support compressive loads of 30 tons per pile when driven two feet into very dense sand. This design value includes an allowance of four tons downdrag load per pile due to subsidence of upper fill and organic silt, Settlements of pile foundations are expected to be on the order of 1/2 inch during the first year after construction, but the building will experience approximately three inches of gradual subsidence over the 20 -year design life of the structure (in a similar manner to the general site subsidence) due to ongoing secondary compres- sion of the clay deposit beneath the piles, Lateral loads on piles will be resisted primarily by the granular site fill. For displacements consistent with acceptable building performance -- estimated as 1/2 inch at the base of the pile cap -- safe working lateral resistances should be taken as 2.5 kips with deflection and mo- ment curves as shown un Figure 2. Lateral loads will also be resisted by passive soil resistance against the sides of pile caps but no fric- tional resistance should be assumed along the base of caps and floor slabs because the fill surface is expected to settle away from these surfaces. with time. Con..n. Conmarno, Ine. 5. e111 ox11o. 11/28/83 g SUMMARY: BORING NO. 3 111..in Approx. 6.5 y� • I o i* d 01M4014100 1114141 140,11444 00..1111 - - 1C 1 3 5 56 C 62 61 SAhDY SILT; brown, with' organics HL wet medium stiff "the OuwNeiih 111ver which nas been channel1zed to the north. Upper soils observed in our explorations consisted of interlayered organic silt, peat, sandy silt, silty clay, and sand which appear to be backwater and C.CIY...M COt1YYla,Mt, 1 c. PI • 2.5 kips Pa • 60 kips • Y D, 0•, 11• diameter butt - (Fixed Head Condition) Treated Timber Pile E•1.5x106 psi I.719 to 201 in,; 8' diameter tip el. +12 3' Sand 6 gravel fill k • 200 pci Y • .075 pci 6' Organic silt k • 30 pci Y. • .02 pci 81 Sand k • 90 pci Y' • .035 pci 18' ASSUMED .CONFIGURATION DEPTH OF PILE (IN) :.` ., • DEFLECTION (114) —0,1 0 0.1 0 2 CO 0.4 . 0 100 200 300 0.5 0.6 r PILE DEFLECTION P-2500 LBS. FIXED HEAD PILE PILE DEPTH (IN) —100 0 100 200 300 LATERAL PILE PROPOSED SOUTH BASE ANNE King Cotxity, Washington for Arthur M. James - Engineers, t Converse Consultants 40 45 outn.uto. ..._ SUMMARY: BORING NO,3 (Cont.) utulw, Aft r •..•.• •••.a, , .4 Of IS •w...•• - to. POW ... , I •w ,... « •....• ,I..r- ..•—w- M. poop. 11 Nw.40.4 .M.• W..r••••N •..a,.•.•... • 11T11441 •o.,IV.t 2/18 -10 tit t'.h1C •:! 71 SAND; black, fine sP Iwet CLAYEY 51LT; light gray �11N wet tiJ• co.., lt1,.C, Q,, very ,35 dense very spit W 40144 44•1., 4404 4o,41U,CWo Convene CmeuMenY, K ION (IN) 0 3 0.4 0 5 , 0.6 • • ±, J P-2500 LBS. V {' MCI 11:11..? PILE DEPTH (IN) —150 -12u 0 100 200 300 NOLIENT (LBS —IN) (Tnoucondc) —50 —40 0 40 D0 0 D 0 0 PILE MOMENT P -2500 LBS. FIXED HEAD /ILi LATERAL PILE RESISTANCE PROPOSED SOUTH BASE ANNEX King County, Washington a'e APR 1984 83- 6123-02 for Arthur M. James — Engineers,. Inc. nw a �, ;S ABA 044.a.�„tw�».tiv cn"w" DER 2 Converse Consultants r,r+�M�aswnc„ "o°'°"" DER essurremalue Doi I*. tO 11/29/B3 SUMMARY; BORING NO, 4 or iJ*. :. 111V/"Ns. Approx. 6.5 os'4?. +. d oa.urtwr ■,•aa .0011 ( co«4..INC 23 SILTY PEAT; dark brown Pt wet very soft -o i estimated to be approximately one foot thick. �..... co.,s.I.ne. Inc. -19- Piles should be installed by driving continuously to firm bearing with an air, steam, or diesel hammer. A typical hammer used for timber piles delivers 15,000 foot- pounds of driving energy per blow. Proposed driving equipment should be reviewed by Inc engineer prior to pile in- stallation. A typical driving resistance for a 3U -ton timber pile driven by a 15,000 -foot -pound hammer is about 3U blows per foot accord- ing to the Engineering hews formula. 4.5 Lateral Earth Pressures on Pit Walls It is understood that a dip tank will extend six feet celow the floor of the facilities Maintenance Building and that inspection pit. will extend to depths of 5.25 feet below the floor of the Operations ono Maintenance Building. Pit walls at these depths are expected to support site fill material. The design flood is reportedly elevation +10, so the walls could experience this additional hydrostatic pressure during the lite o! the structure. For rigid or braced walls (or tied at the top by flour slabs), it is recommended that Inc design lateral earth pressure be equivalent to that from a fluid with a density of 55 pounds per cubic foot above the water table and 95 pcf below the water table. The base of excavations for the pits Is expected to be near the site fill /original ground surface Interface and may extend into the original surface of fine - grained soil. It is likely that this surface will be soft and wet so that the base of the excavation may need to be overexca- vated to a depth of 12 to 18 inches and refilled to subgrade level with clean, Coarse granular material such as the site f111. leinporary con- trol of groundwater in the pit excavations is also expected to be neces- sary. mn PIII OMIIP. 45 50 CLAYEY SlL7; dark gray 5/18 53 ay 14/6 1? Co.,,.... Con.Mn.nt.. ,'.' -... SU MMAAY: BORING h10,4 (Cont.) I14.110. 1 ....M..w ...r ..wt w.. 1y wee •omMo. ...... ... ..1..»........ .....010014.. « ...».. MYMMyYmy N10V1,00 grades finer to: r' 42 with organics 1■•04. 1.0.1111 GO.11011K. Mli wet iY -40 stiff :-•45 C ffsSwoos tM1U t*n11: YAt. U -20- 4.6 Buried Tanks Several fiberglass tanks are to be burled beneath the pavement in the vicinity of the Fuel Building. ilaximum tank diameter is reportedly eight feet. Pea gravel beddtng,•backfill, and three feet of cover are typically rec- ommended by the tank manufacturer in areas subjected to traffic loads. Bedding is to be at least 12 inches if a concrete slab 1s used to resist buoyancy. Based on the manufacturer's recommended lnstaliation configuration, an excavation depth of at least 13 feet will be required for eight -foot diameter tanks. This excavation is expected to extend almost eight feet into organic silt beneath the water table. If a hold down slab is to be constructed, the excavation will need to be dewatered and overexcavated to permit the placement of 12 to 18 Inches of clean sand and gravei as a firmer base. ta.Hlw Conti tlft : Vie: oan emu m. 11 /30/83 SUMMARY: BORING NO. 5 tAlr.t Approx. 6.6 4' ?if � 0/ 1.1• MF r r • 1 . . �1•.....or* + + Ij , 000 •N Iw .. 1 �0 ww •.r MM 0 H• --'• A11....010,••• o • • f//KMng1 1111.01 1•4■11tN11 hit wet SANDY SILT; gray - brown, with thin 23 peat layers, little gravel 9 /1 89 43 25 34 23 94 10 50/ 1 brown, organic silt SAND; black, fine CP+N111.4t 40.4 1 -21- 1 5. INSPECTION It is likely that variations in soil conditions will be encountered dur- ing construction of this project. In order to permit correlation be- tween preliminary soil data and the actual soil conditions encountered during construction, and to ensure conformance with the plans and speci- fications as originally contemplated, it is recommended that the geo- technical engineer be retained to perform construction review during the excavation and foundation phases of the work. Site preparation, removal of unsuitable soils, importing of granular fills, fill placement, and installation of foundation piling should be observed and tested by a representative of the.project geotechnical engineer. NIS OKUR SUMMARY. BORING NO.5 (Cons, ILSlsigM d• .L J `'l�f o`er �':d .«...» 4.1 014 0.40/0114. ..00/0 .,». » ..,.., ...N .., �J • MKI,�fIOM �. wth ups, -i CGIIII IS..c, (. 45 50, 55 -40 -45 •5v CLAYEY SILT; gray Mil wet stiff - SANDY SILT; dark gray wet very -10 1/18 38 ML soft -11. 1/18' 57 — CLAYEY SILT; dark gray, trace and ....... ___... _ _.._.. -. -.._ Mil .— . wr't very r t -40 -45 •5v Cen.1.w Con.Wlan4. Inc. -22- 6. LIMITATIONS The findings and recommendations of this report were prepared in accor- dance with generally accepted professional engineering principles and practice. There is no other warranty, either express or implied. The conclusions in this report an hased on the results of the field explorations and laboratory testing, combined with an interpolation of soil conditions between boring locations. If cnditions are encountered during construction that appear to be different from tr, se described herein, this office should be notified so that we may observe the condi- tions and confirm or modify our recommendations. Com«w c,.n../Ynu, Inc. wnw.a1o.12 /2/83 SUMMARY: BORING NO. 6 wr Approx. 7.5 `♦• Kt/ • •.1.11. 111 *WI M .1toy wr1r• 1.M11101...MII -.N 11..11.1. w 1•• I.•. I I .1..1•.•.•■■• • •• 00 .4 1..111 I...0 M1 N.1Y 1111wM 611166 "a. 1 ..1"•1.1 ,4 y♦ w c.►rwl 111..1>t 1#0416.1 114.1 co ♦11111♦c, 4 �a• SAVOY SILT; brown, with organics layer of sand with some silt at 4.5 10 50/ SAM; brown, fine, with sane silt, 1 with trace roots wet nedium stiff medium dense very dense 7 TYPICAL SETTLEMENT PLATFORM DETAIL PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. ho •u 0 83. 5123 -02 6aolKMleM Lnq•n••`Nq Converse Consultants .�.APOwea�..,�.• L HA -101 MA -102 ! 0 • 'OPERATIONS / ALAWTENANGE a -2�, 1. MA -103 .1 TRANSIT TRAIN W O '‘'•6 -1 MA -10G 1 0 r 1'%1 REFERENCE: Untitled site survey, undatod by Pool Engineering. • �♦1V ROAD �-i • ACCESS ° SITE AND EXPLORATION PLAN k.. 1.1.100 '" • °ir JAN 1984 83- 6123 -02 h•D,.M67 J11 MM c"'"'°°` DER DER PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. V Converse .' r COURSE' WWI aa• w 1 { HA -101 11 2358, E 1666 Elev. 6.1 .. w .. w. w:« n• a.. sw: ru,...,.: F.. e.•,> n.:,. �..«..,.. w.,.......,. an: a..,,. r,: u..r...•+w.�n.Y.Wrwen.;c.'rtKY;, °,talc "A'k'�.�?,i,.`�Tt;�w'. w. ••fir , ...u.. «'ice: i...w�ri�abuuu tut cunsfur;ra !Just ouflny aesign of the general site grave areas: Desired Final Grade Existing Ground Surface elevation +U elevation r7 Con CormallAttu. I�✓ • ' _ `.'r'F4.•. ;, - _,...• ' _ - 1 / / 1 :. \1 � — �`� ; , / /i r %'� TRAlNUJO /'� COURSE 1 ,H.4.,1 / HA -106 1 1.�'li / i �, I 1r / / / \ , \ 1 1 1 1 1 1 MA rENANCJE ' .` .— - .. / ;• 1 . \, 1 1 1 t , i ��r rI .� �w 'OPERATIONS / 11 ‘44, /{ 1 1 i 1' HA4tt� HA -1061 '6-6� ♦ .' r \ ,.� / .'JaAINTENANCE I If \ \ 1 \ ■ 1111 1 1/ 1 I i \ `\ HAri071'+ l 1 / n 1 a-a 1 / l \111 "� \; \\ \, \ t\ • '�s - - -- —•\ It 1�1 s-z,4. ���I�1•\ r ` �`\`'h•ti, \\A -114 i.. it j/i •. ,• I .. ,'J, ti ,t 1 \ �` .` \` \\ 1 ,i..+'.✓1... // 1 / WASH HA_102 . HA -tog • 0 d • 1 \ 1 11111 1 11 \ 1 1 2 1 1 %i : 1) 1 t � l t141/ta► /i : 1 I LEGEND: 8-1 Boring location HA -102 • Hand augor location • / FUEL R0/ I ACCESS REFERENCE: Untitled site survey, undat SITE AND EXPL PROPOSED SOUTH BASE ANN King County, Washington for Arthur M. James — Engineers, Converse Consultants 1'r t. r 0811 048.1.10 SUMMARY: BORING NO,6 (cont .) ,,,+,,,, �7y rw•... «r w.0 ....•r r «r «uwr era 8.8••88.∎, i a....•ea•rw.� - «wr r.r•u.. «e. «.r...r..•. .r. r.....•.. .s+:, •` ws..... «. .. r.• I. •4116 wee•... »........�. ». :. .:.... ... «..•.r Jr. c �,J�yd f? a. 40 Of Of o r f oaw.rrnw ►.wo. ror,iw, so.Nr11•c. 6� 4 •'9A 11 SAIL; Drown, fine, with some silt, jih trace roots SII T. nr..v ,.181. r..•n .,_• SP very dense .•35 1. 1 ara:,or sno,ila ht fro an a::jacent, firmer position Di a hid c:.;.c haultny trusts should not be permitted on unprotected. eecereted sur- faces. wrommoonammagrommivaasm Depth 0.n . HM 103 M 223!, E 1608 Elev. 6.5 Elev. Description :11'y HEAT; soft, ..r.l li 16, Com,rw Con.uiunts, bx. r. I t. APPENDIX A FIELD EXPLORATIONS Field explorations during this design phase included a series of six subsurface borings and 15 shallow hand auger holes completed during late November and early December, 1983. Locations of the explorations are inuicated on the Site Plan, Drawing 1. Borings were drilled to depths of 78.5 to 92 feet with a Mobile B -61 hollow stew auger drill rig mounted on a tracked Nodwcll all - terrain vehicle. Continuous supervision of the drilling and sampling, and log- ging of the soils encountered, were carried out by our project geologist or technician. The soils encountered are shown graphically on the bor- ing logs, Drawings A -1 through A -6. Representative soil samples from the borings were secured tor visual examination and laboratory testing. Undisturbed samples were obtained using a 3.25 -inch 0.D. split - barrel drive sampler. When undisturbed samples were not retained in our 3.25 -inch diameter sampling barrel, disturbed samples were collected at the same elevation for visual and laboratory classification. The disturbed samples were taken witn the `Standard Penetration Test* which utilizes a 2 -inch 0,0. split -spoon drive sampler. Both samplers were driven by means of a 140 -pound hanmer dropping a distance of 30 inches. Normally, each sample was obtained by an 18 -inch penetration of the sampler and the number of hewer blows for each six -inch increment was recorded. The blow counts shown on the bor- ing logs are for such six -inch increments except as noted where lesser penetration was achieved. Shallow soils were observed to a series of hand auger holes which were advanced to depths on the order of ten feet with a three -inch or one - inch diameter hand Auger. Logs of these holes are enclosed as Drawings A-7 through A -14. Canyons Con« harts, Inc. t NA -105 N 2400, E 600 Elev. 8.0 Depth Elev. 0.0 - 2.0 8.0 - 6.0 2.0 - 3.5 6.0 - 4.5 3.5 - 10,5 4,5 - .2.5 Description brown, silty SAND with occasional organics and roots (possible topsoil or fill); loose, roo15t brown, silty PEAT; soft, wet gray, silty CLAY with Stuot• organic;; '.•.'1, ,.•1 3/8 Inch Ho. 4 ho. 10 A -2 0 - 45 0 - 25 0 - 10 Caw.. Gonwunl,, Inc. The locations of our explorations were determined by taping to survey grid stakes. Ground elevations at the exploration locations were inter- polated from the project topography map. A series of 15 hand auger probes was completed in May 1983 during the predesign investigation. However, the locations of the probes are questionable because a site survey was not available at that time. The logs for these holes are not included in this report but are available in ot.r files. Soils were classified in general accordance with the Unlflnri :nil Glas= siflcation System as described on the enclosed key to soil symbols and terms. Those soil samples not completely used for testing have been stored in our laboratory and are available for examination should it be desired. Due to the elapsed time since they were secured, changes in moisture content and appearance of the samples have occurred. Carrwm ConwilranU, 4.C. HA -107 N 2225, E 730 Elev. 7,n i. :1 L cited beneatn the granular site f111 to natural oryanic silt. 10 tnis case, the wet silt will probably need to be overeacavated at least 12 inches and be replaced with clean sand and gravel such as the Imported site till or crushed rock. con•... Como-CA *, Inc. 5 10 15 20 25 30 35 40 NI. D.tt1•.11 /21/83 p , ?it • ,• ,�' ♦`ice ,: le 461 SUMMARY: BORING NO. 1 Iu r•Iw.. Approx. 6.7 Ili II•01. 1.O'$T l CO•4 /I4Kf : 1C gl1 / /18'C 6 60 6 63 C CLAYEY SILT; brown, with organics I IAN w wet s soft 1.a a.i W. .w i..rri. C. a. hi' oo.1 a•va'Ii... •• •••r.A«I. C .ww.w.., •I •....1 M. S. 1 I, i• 00, •••1 Meet ■•••• 0. •••......1 .•■■•• • • 1••• ..• T • W.I• •• • • ►••...NW 1 PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. ..,.r n•.. 1.01 4. 6 0 -5 -10 -15 -20 -25 -30 C -35 83- 5123 -02 Converse Consultants A Depth Elev. D..vng IH. A -1 HA -108 N 2358, E 4.140 Elev, 6.7 Description 0.0 - 2.7 6.7 - 4.0 brown S10; very soft. ....t grades with increasing p.'ot Content se. oc ructure ruuti.etions 4.4.1 General Due to the compressible nature of natural fine - grained soils beneath the site, conventional spread footing foundations based in the site fill would experience significant settlements even with the benefit of a gen- eral site surcharge described In Section 4.1.5. For example, it is Cop Cwwt.n1.. alliNOMMINSUMONIMMMINOMML leaf( MIaAA►. 5 9 .ennm>.ml��v SLLQ4ARY: BORNJG NO.1 (Cont.) n.YAWM 4 /�y �.«. N..I...N_.m..I...�. N.._. p y ..rr.W ....r •••• I ......r..+............-..... —, ........ A� MM.. le • M...r.N1.N .. M•... .. w.r.. o`er "V'? le pasta no, S.wa WNSI .1 Co,Iil//MC. a " r 0 11,4001 some Mick, k, fine to meal" silt 5P medium dense '10A 1 38 1 CLAYEY SILT; gray wet very - soft MM 1 -11C 3 35 to dark gray in color . medium 5 stiff 1 -12C 2 trace and 3 '13 push C 44 73 H X 14 -push 41 0.0 '115 push 51 73 7 -16X push increasing sand content, with shell fragments 26 �17 74 35 YAW); pay, n Ara, w t trace gravel and shell fragments N'- "N"wet SP very dense " 9 -18PI" 4 increasing silt content - a18 - . 44 ,. 1.. , •_ • h d Auger refusal at depth 92.0` PROPOSED SOUTH BASE AMEX King County, Mashington for Arthur M, James - Engineers, Inc. Converse Consultants .w a d" ar -40 -45 -50 - -55 -60 C-6S e -70 ;-75 .. MON* Plee•CI MO 83- 5123 -02 D...M.r Me. A -1 (CONT.) ' i` • HA -110 M 2540, E 1775 Elev, 9.0 i 5 10 15 20 25 30 3 4 • 11.1 C.•, 1++- .M,••yw C. ).1/4 0J.• !•111•►r '.A• A11Mw1. C • ••••••L 01• •NI wr. P. 1 1,I. 0I. 1r Y•.6W •••••• L •.•./M ••l ■•••••• • • M•1• W. 1 • 1•••••1. P • 1 •••••••.., ••,1••auo 11/23/83 ef Connors. Conudun4, hc. SUMMARY: BORING NO. 2 111.1•.,ro.r Approx. 6.6 M• M. I vv. toe ••. •.r1 •MMMM es .....r.....••.. 1.••■••••• If 0• I rat I I e1111111 Nt1 KfCNIPM011 ' 1C 2C 1 2 3 10 22 C DS 63 25 61 CLAYEY SILT; brown, with organics thin sand layer at depth 4.5' t4H w OL 97 34 SAND; black, fine to medium SP ,' 5 fine, with little silt 3A 7 7 6 grades to very fine, trace 4A ' 15 silt ' 40 18 5A 12 29 • 11 6A 25 23 1 7A 15 increasing silt content 136 1 8A • 10 i 15 I5 9A ■ 13 10 CLAYEY SILT; light gray MH et et soft dense dium dense dense very dente medium dense wet Mrft soft . ■••■•I. M fp 4 . 6 -10 -15 20 -35 PROf'0SE0 SOUTH BASE AMEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants kttr". PrwsCIMO 83- 5123 -02 Noon. loo A -2 HA -112 H 2400, E 540 Elev. 10.5 �pN1H EIev, Description 0.0 - 0.4 10.5 - 10.1 brown, sandy SILT; soft, moist 0.4 - 1.8 10.1 - 8.7 gray-brown, very fine, sandy Sill, scattered organ- ics; soft, very moist t; tr :r.. 4toy: • ccn..r.. ca..,.l+m., VK. 45 50 55 60 65 70 75 80 85 90 SUMMARY; BORING NO. 2 (Cont.) ail Val 1011. ...M new.. ,. .•.. ,..., ,.1 /.N ee ...,r. Miw..Ml 1 ►.wa I.a►riwt caw►,trtwc, „,44' Bottom of boring at depth 89.7' Groundwater encountered at surface PROPOSED SOUTH BASE AMEX King County, Washington for Arthur M. Janes - Engineers, Inc. Converse Consultants :!."°"" 40 45 50 55 60 65 -70 75 -80 1414.4 ho. 83- 5123 -02 o1.r .y IN. A -2 (CANT.) HA -114 H 2200, E 635 Elev. 7,8 Depth Elev. Description 0.0 - 1.2 7.8 - 6.6 brown, fine, sandy SILT, trace roots; very soft, wet 1.2 - 1.8 6.6 - 6.0 gray SILT, trace san4; •.ult, .. t 1.8 • 3.8 6.0 - 4.0 gray, silty SAO, 10.a,0••• of ,.r;JOlcs; loose, Met , ..111, 6,,.'•rr1,..L CLAYEY SILT; light gray MH wet very soft -v 10 0 /1Ei• 11 pushC 31 94 - " - 12 push - 13 push 1 314 push r - r " 15 push - SILTY SAM AMD GRAVEL; gray, medium SM wet very ` " to coarse sand, with shell (ragment,Gli dense ' 22 ' 16 38 — 47 • 150/ " 17 6' to greenish -gray in color 116 1 74 decreasing silt content to P 69/:' SANDY GRAVEL with some silt GW • Bottom of boring at depth 89.7' Groundwater encountered at surface PROPOSED SOUTH BASE AMEX King County, Washington for Arthur M. Janes - Engineers, Inc. Converse Consultants :!."°"" 40 45 50 55 60 65 -70 75 -80 1414.4 ho. 83- 5123 -02 o1.r .y IN. A -2 (CANT.) HA -114 H 2200, E 635 Elev. 7,8 Depth Elev. Description 0.0 - 1.2 7.8 - 6.6 brown, fine, sandy SILT, trace roots; very soft, wet 1.2 - 1.8 6.6 - 6.0 gray SILT, trace san4; •.ult, .. t 1.8 • 3.8 6.0 - 4.0 gray, silty SAO, 10.a,0••• of ,.r;JOlcs; loose, Met , ..111, 6,,.'•rr1,..L Clonal resistance should be assumed along the odic of caps ana floor slaps because the 1111 surface is expected to settle away from these surfacea with time. Cu.,*',. Conw4Ant , 0 c. l' •A r...•.us. 11/28/83 SUMMARY: BORING NO. 3 u4,aw. Approx. 6.5 r f JwM/4 tow... po rm I :iu4414;1.4 " • : .44 IM SWIM M I.M 1411111 M1441414 N 40. 444,44.,,4 ,� i.: •, I„1 4.� ., ,. ;•; i /044 /e'}J} ' 40000.80.144, 4 •4.101 1•0i1144A1 co.li..C, 5 10 15 20 25 30 35 40 1C 3 5 6 C 62 61 SANOT SILT; brown, with organics ML wet -( medium stiff - . '2C 6 26 wet loose ; 99 SAND; black, fine sp 5 - 3A 13 dense 37 2' layer of sandy silt at depth 15' - 10 - 4A 6 6' layer of Sandy silt at 18.5' medium - 13 dense 13 - - 5A 21 very - - 40 dense • - 21 - 6A 50 /e' . 24 " 7A :• 17 50 /C' - 18 ''8A,30 50 /C" (Continued) • A. r •••••••• •••••■• • 1' 0.0 w••■•• •••••• C, N t w o.•.. $.%I )M4 • • A • •.••• C • •••••••••• •• • •••1 wr, • 1.1,/,•0 0..►M booed ••••••••• S..••y •. 0•1 •••••••• • • M•4. M4M 1 • 1.16.404 I • N•4••M=11 PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur N. James - Engineers, Inc. -•w 4..•4 4.1/«4•4.4 w •w,ww 14• hq.a No 83- 5123 -02 -5 -10 15 -20 -25 -30 Converse Consultants �•W. DI•.4n0 No. L L i L L LATERAL PROPOSED SOUTH BASE' King County, Washings for Arthur M. Juno* — Ergin,` Converse Consultants 1 ..II ..u.. SUTAMARY: BORING NO.3 (Cont.) u/'..110. �,s .� `girl 4.1 Nl4N�W.NY w «w n. NI. ,N N.IN M•1 Mr,r.~Iw N •. y'�..w 40 Ir a+' a (�' (F.� f owa 1, 45 — 50 3 55 — 60 — 65 — A 2/18' 0 q push 1 II, push 2 II push c 3'f push -14Xr 90/6 70 75 — BO c 5P1 50/6" 50/6" 6) 67/6r 42 42 79 77 I,W1•0111V11 C0"N/VI'1C1 SAID; black, fine SP CLAYEY SILT; light gray to dark gray in color light gray Hit wet wet S1LTY SAID; gray, fine to coarse, greenish -gray, fine to medium, little gravel, thinly laminated with green, medium sand grades coarser with increasing gravel Stl wet very dense very soft stiff very dense t -35� . -4 -4 •5 Bottom of boring at depth 78.5' Groundwater encountered at surfar.e • .. I• .. .......WNI Ir. I. O.. 16..,1/DA ../4.0.1 C. 1.1/4• 04.11.1/1. 1w '•/ •M1Mw1. C • 00 • 1. t• 111' 04. mat DAnwl ••••1.. 1. .w.OM M.MMMM a • pW U. •WM.A. ►•.wM....1, PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. -6 •.I.. •.M MY.. •,.-1 ._0 .41.-.IM NO r.•,.a 1M 83- 5123 -02 Converse Consultants A--3 (coNT.) APPENDIX 8 LABORATORY TLST1hG Representative soil samples were subjected to various laboratory tests t0 deteminr rntilnl•nrin- I.rI`IU.r.1... ,1i LATERAL PILE RESISTANCE PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James — EngInoore, Inc. "^4 Converse Consultants o.awrM.o1 (4.^6161 104 APM114M 141 /MO acs APR 1084 83- 5123 -02 JM Ivv•w C•.• 441 DER DER AW,NN 0, 2 aY. , 6161,.,: +. ^,h- 7,n ;t•. r, '11 ,.T ; n.:r),tlm1 . ,r ,, •• :+. a+ >... rv.. .. M.`1.11, - »6161 .a nKV.:IV «,v.rr. r.- .r•trrv: r..Bdn -r.r:..r:,1,. 1115115, I.l 44 1% 5A I A.4.51• 11/29/83 SUMMARY: BORING NO: 4 tttuNtiw de0Fliit 1 819 re 61 u1 4041 11 1461 IM.I. Y ...,. ,«4 ♦' I ♦ r 1. ..1611 .4 W Y -41. 041. of I lr. +•., X61. 61. •. r••• 4 ., • //#5( r r o .►' � ,7d d oasuM.twr 16114.0‘ MO•Ifl1 C04N.r,oCr Qry IA 5 2A 10 — 3A 1.5— 4A 20 — 5A 25— 6A 30 — 7A 35— ▪ BA 40 — 7 13 19 7 14 18 13 25 27 1/12 15 28 55/4 18 50/e' 18 58/0' 23 SILTY PEAT; dark brown SANG; dark gray, fine to medium, trace silt, occasional lens of peat tract wood fibers 18' peat layer at depth 22' Pt SP wet CLAYEY SILT; gray SAM; dark gray, fine to medium, interbedded with clayey silt SP ▪ 17/ 9A 18' 40 SAVOY SILT; dark gray ML .a ,.▪ .,.,........ -.•M (Continued) C. 34 04. n4.•4el ..61•r1M C. ..114' 0.8. 4 1.I,1 AMM A •A1.Mi.•1. C • w.Wwq MI • Awl 44.-, a 8.1 Or 01 ..M A.61+.1 ommOmo 4. wow .M MM.iwd 8 • ~ •1N, 1 • .•.••1.4 A • 04..-4 PROPOSED SOUTH BASE ANNEX King County, Washington . for Arthur M. ,lames - Engineers, Inc. wet wet wet 44.41.461..1 ••M ..14..14# 4'. Converse Consultants ■• PwrAo Iwo 83- 5123 -02 °lows W. A -4 LOAD IN KIPS PER SQUARE FOOT 0.1 0.2 0 3 0.3 1.0 2 3 ,1 aM..1""'r..=..0....�.+11•11E / , 61 61 .I M;- «- :l. :i.. �� " 1 '•1614' �". •« :: •4«HIW •1 �,H.y«,MI,A�� ,M.M_=.. "C $ 1(141: 6161« ::1�::� _«6161 ,.......a :: ' , «r• 6161 , .•...... —,r .I. � �.,... EN I.M4,. �1 1..M x....44 r 6161 , ....1-4........_.... 61 61. 61 61- :•6161..._.. »6161 - w61 — ..i�•..,. 6161 .' ^6161 _ ,............ .�.• r —• .t�._ r ................ _______.••........,..........,_ 5 —.tea • . SUMMARY: BORING NO. 4 (Cont,) al111 . .Y M I,M 111 .III •I. I.I 11 .1 • 1446.4.,444•• I. 111.11 11666.1,.•1 MI.w11W t . Y 4"4$21? �� �f ��.f' O t DItCWTWM 45 111004. ro4atua ,l C0.41,11K. 40`. -10 50 - -11 55 ` -12 60 - 65 -13 -14 70 - '15 75 - 7 '16 80 _ ' 85 )17 5/1 14/ 1 12 9. 1 3 8 1/12 14/6 50/ 43/ 24 28 42 18 46 50/ 66/ 53 42 52 18 21 18 grades finer to: r• CLAYEY SILT; dark gray with organics :pl wet SILTY SAND; dark gray, fine to medium, with trace gravel and shell fragments SM wet CLAYEY 511.1; mottled gray- brown, with sows gravel SILTY SAND; gray, fine to madlum to very fine 511 wet very moist Y-40 stiff :-45 me d l ulm dense very dense hard very dense 0 --60 .=•'65 7-70 Bottom of boring at depth 83.5' Groundwater encountered at surface ' A.,' 4444...... ......I I. f'o.1. t6.+ -..040 M.. C.I-t/ 1' OJ.. I./rt' now '• •4. 10.4- 0.•w.1w6., O. S. 444 01. sew! .....1 ..w..' 4........M WKWwwwl • . 60..1K t • M..M. 1 • w++..+It PROPOSED SOUTH BASE ANNEX King County, Uashington for Arthur M. Janes - Engineers, Inc. 1 - PP* 11..-....4 W• Converse Consultants` —6" 0.1 0-' 2 LOAD IN KIPS PER SQUARE FOOT 0.7 0.3 M$ 1.0 7 7 4 S 83-5123-02 a1wlw. A -4 (CONT.) 10 70 70 40 5 3 Co...,. n Con.•Unla. Inc. . 117=014IIIMISIOSIa:7r WOOMnlaa •alaneea,laamrwwuaceueZr 1A111.u.o 11/30/83 S M MARY; BORING NO. 5 .u,.lb, Approx . 6.6 40.4114 ' ` + C ' i.. �..� .........w. • J' I O 0.4 +to» 1.1..•14.. .Iwu ra.lwl ta.u/ll.cl c‘. 20 25 30 35 4 • - - - IA - - 2A - - 3A - - 4A - -5A - - 6A'. - - 7A - - 8A - -9A - . -- '-- . l 9/18 I- 25 ' 34 150/E' 6 /1E" I 8 •< 24 I19 • 3 t' 18 I 55 /E" 21 II 35 I42 13 21 1 50/3" 7 11 124 5 7 14 ---- - -- "C -- -- 23 89 23 41 43 94 SA13Y SILT; gray - brown, with thin peat layers, little gravel brown, organic silt ML wet wet sort L . very dense loose dense very dense dense stiff ..1.. ,...1 SAMO; black, fine gray -brown black 1 -1/2" layer any silt at 33.8' increasing silt content very fine, with trace silt, trace gravel SP CLAYEY SILT; gray frnntlnuwAl 141 wet a •.3 Oa. r►+wl ••4.1 C. 1.114' O.a., 3.1/el.., • •A •M...4 , C.w.M.wM. M • 0.1•1 64.4 O. 11 /1' Oa. 1w31 ■•■••1 .0.0p.1 3. wows 404 30.3133•4 • • - .w•_• T •.•11.1.1 P• hrw.•Mlt PROPOSED SOUTH BASE AMEX King county, Washington for Arthur 14. Janes - Engineers, Inc. " • 1•1•.•• - .•.11.41.. W 5 10 -15 x--25 30 -35 83- 5123 -02 Converse Consultants ° :.` ." Otemna A -5 • U 1 2 3 4 5 LOAD IN K1P1 PLR MARL FOOT I I 11 11 11 I1 1 • ' �'•L� :Tr-- 1 In 1" •» . 41� MMY•. �t�} 111.11,1 �!!4 ..wMW (1.N� \MN W o.r.liiii.. IEw11Yw.W1..��. NM i'r',i. ir'a:illlliil111 1111 .. -.�. ...f _ o.nw.a 1Eii E�*.�r..F.�F . -�. .p..q.•IYW WY.rM. 'YY ;:Zr.... a....,. '...a.wti^. -` •••••• .. ., i.. .7 r :7 .. ... ' ...... ,', SUMMARY: BORING NO,5 (tont . IIFA t•p•• 4y A. rw .....w•.n...•.•..10 . "1,4' SMd r � Otacwrw • •r ..• , .. . It•a r0•1111,Al CO•i,iI tlMCr Bottom of boring at depth 88.5' 6rou�wat•r encounter et depth 1.3' row ..t.�..�� .r..i....eii.n�...i.t� PROPOSED SOUTH BASE AMEX King County, Washington for Arthur M. James - Engineers, Inc. 40 45 50 55 -60 65 -70 -75 80 aommilimmo r•c,w .i.. 83- 5123 -02 • • Converse Consultants a. A -5 (CONT.) LOAO 111 KIPS PER SQUARE FOOT 0.1 0.2 0.3 0.0 1.0 2 3 4 20 20 AO Colirou Constaar.14, hAc. 1 041l 0.1.480 12/2/83 SUMMARY: BORING NO. 6 IllY■1104 Approx. 7.5 ■4. Ai/ l4 1.4 ••■•••••• •••■■■•• at ....••••••• to.• 6.e et toe 1.0 •• er 2.4 .21 ...f• loo •••• ...•••••• wi • e•••■•■•■61are• Se ...... •••••••••• 0•10•14.641 .11.11.e.0011.1 e•*01/6 81 11,1,••• 6.1•1160•1 .64 ••• ...... .1.4.. •41, • • • •1, •■••••••••••• #0 ••0 ".. g Di/PA/110W 5 10 15 2 2 3 1. 3 k,•%. 0•■••0, 140611VAI COA1,111K1 4DS' IC -, 2C '.., II 3A 4A11 5A i 6A 3 7A 5 8A. 2/12" I 4/6" 8 30 50/E" a 8 .' 15 I11 8 I 23 .: 15 '; 27 42 .32 42 II 50/5" ' 24 ' 27 I 44 15 18 17 05 54 30 SANDY SILT; brown, with organics layer of sand with some silt at 4.5 I. wet wet . ..-7 medium - stiff - - medium - -0 dense - - very - dense - '..-' medium , dense dense - . :... very dense E" - 94 SAHO; brown, fine, with some silt, with trace roots grades slightly coarser to fine sand with trace silt . with shell fragments and organic fibers (Continued) SP 1. • 4. e ••••-••••• ••••••• •• •••••••• C. 4•11.• 0 I•1/,' law • Women% • • •••••••••••• DA • A..0 P•w/. O. Se MI o.11. •••* Nerve 1■4440... a. 4444,6 • .4 •••••••■• • • p •••• • Y • ■•••••• • • 1.••••••■I PROPOSED 1 H t ANN X King County, Washington for Arthur M. James - Engineers, Inc. ue‘w Wro./ W.ww.o pool M 83-5123-02 10 15 20 25 -30 Converse Consultants A-6 0 I 0 1 2 0./ 0.3 • • • .•• • ". • • • LOAD I14 KIPS FIR SQUARE FOOT 0,2 1.0 3 4 2 • ••1 •."1”. "'"'" '' • 10 30 30 40 ••••• ••• • • • •••• • • ••••■•••••.1.== •••••• ••••••••••••• l•••••••• •••••••• • •••••••••••••••••••••••••••• 1.1= 0 -1 '' ' E3oring location HA -102 • Hand auger location REFERENCE: Untltlod alto survey, undato= SITE AND EXPLC� Mum PROPOSED SOUTH BASE ANNE. King County, Washington for Arthur M. James — Engineers. eConverse Consultants k ,� sw VeaittilnItCtir +au>xtINIMP r. 1.n 0441.14 SUMMARY: BORING NO.6 (Cont.) 1..../•0. t• � 4, II • 4 .r4. .M ,..•••• ••w.• .•• •, 10..•4. M 1.4 ••• r - .«w.w.01.0. M.r.M.w.4 ....... , M1l,MN1.MM.0 Y•w ....r. l••••••••• ',/ 0,44.7.0f 4.••••••••• easc.snoa • 40 45 50 55 60 65 70 75 80 IT 4101. MO, IN. 9A 10 6 2/12' Mouth C 39 34 SAM; brown, fine, with some slit, with trern rots 5P wet very dense very soft soft 33 SILT; gray, with trace sand grades finer to CLAYEY SILT ML MH :11 I push M_ =' =,.wr N: w I mr..a. ' : 12 push smo. Wa 41101•0046•4•••••0 -13 I push C 57 07 11.41. wet very SILTY SAM AMO GRAVEL; gray, fine to coarse sand 511 OP '1OP 75 GM dense ,.1.................“-a 80/4' '15� 29 76 grades cleaner to SILTY SAM, with little gravel SM wet very dense 1611.1 100( 4' SILTY SAN; gray, fine to mediun, trace gravel Bottom of boring at depth 78.5' Groundwater encountered at depth 6.0' • •. r ..r- ......... .. O. 0.4. ,Y.v...w�W C. I. //1• L1.1 I.1 /I.6•1. •'& - 11..r1r., C • 14.4••1...41 14 • rr.11 r.• ••• {a �. S•11/1• OS. NA 14.11 NON 1. N/4004 4 N4••• 4 • B.1. . ,.. T • Y.N..lo / • 44..•..a1' PROPOSED SOUTH BASE Alll1� EEX�� Xing County, Washington for Arthur H. Janes - Engineers, Inc. •MM I..1. 111_.•1. NM 4...•+.w M -35 -40 -45 -50 -55 -60 •65 -70 P..,.a 1.1. 83- 5123 -02 A Converse Consultants =an.ro 1...,49 1N. A -6 (CONT.) •, • 1.1',71. >'rirr.•. 0 2 3 4 5 as LOAD IN KIPS Pen SOUARL 001. I ro•ml®t•d . ..... r • te r �rr� . N 7 W141^• M_ =' =,.wr N: w I mr..a. ' at =.r smo. Wa 41101•0046•4•••••0 / ' ir. r _ . w • M_ . 11: 1._. 1.�1y. ••- a _• 1.1.1.1.1.41. ,.1.................“-a 0_00 ...I.N 16•01•141140•11•1100..M..rrwr ,' 1 ii��• rr�A•;p� . .. ..•J. ... .1.... _r- -•—..- ...�...... 1111 ... 1111... 1111... 111_1 -. . „�„�.... .. ,...r.1...- . REFERENCE: Untlliod Hitt) survey, undatod by Pool Enginooring. 4, , SITE AND EXPLORATION PLAN �ti. °b*i Converse Consultants ••�°•^•, DER PROPOSED SOUTH BASE ANNEX King County. Washington for Arthur M. James - Engineers, Inc. '-100' °i" JAN 1084 ti w-w ►, JM ,,.,.,, ,.. 83- 6123 -02 u...•..., DER 1 1tA -101 N 2358, E 1666 Elev. 6.7 Depth Elev. Description 0.0 - 0.3 6.7 - 6.4 root mat 0.3 - 2.4 6.4 - 4.3 brown, silty PEAT; very soft, wet 2.4 - 2.5 4,3 - 4.2 layer of black, fine SAND; loose, wet 2.5 - 9.5 4,2 - -2.8 gray and brown, clayey SILT, with some organics and trace fine sand; soft to medium stiff, wet at 9.5 -2.8 black, fine S,NO; loose, wet groundwater at ground surface (el. 6.7) completed 12/4/83 HA-102 N 2358, E 1608 Elev. 6.5 Depth E'er, Description 0,0 - 0,4 6,6 - 6.1 root art 0.4 - 3.2 6.1 - 3.3 brown, silty PEAT; very soft, wet 3.2 - 9.0 3.3 - -2.5 gray - brown, sandy SILT with occasional organics, soft, wet at 9.0 -2.5 black, fine SAW; loose, wet groundwater at ground surface (el. 6.5) completed 12/4/83 LOG OF HMO AUGER HOLES PROPOSED SOUTH BASE ANNEX King County, Washington • for Arthur M. James - Engineers, Inc. al Converse Consultants °eei "asww+ia." ia"" 11111MMS. AMP • IlismaniKSIMSIMIRSIW 1.04.0 111 KIPS ►en SOUA1e FOOT 0.1 0.1 0.3 04 t.0 2 3 4 0 10 10 30 b 0- 1 f •1 } 000 AWNS alinnIMINALSOMMIIMIEI HA-103 M 2233, E 1608 Elev. 6.5 Depth Elev, Description 0.0 - 5.1 6.! - 1.4 brown, silty PEAT; soft, wet 5.1 - 8.3 1.4 - -1.8 gray- brown, clayey SILT with occasional organics; soft, wet at 8.3 -1.8 black, fine SAUO; loose, wet groundwater at gruund surface (el. 6.5) completed 12/4/83 HA-104 H 2400, E 1608 Elev. 8.0 Depth Elev, Description 0.0 - 3.0 8.0 - 5.0 brown, silty SAND with organics; loose, very moist 3.0 - 5.1 5.0 - 2.9 PEAT with wood fragments; very soft, wet 5.1 - 10.5 2.9 - -2.5 gray - brown, silty CLAY with organics; soft, wet at 10.5 -2.5 brown, silty SAND; loose, wet • groundwater at depth 2.0' (el. 6.0) completed 12/4/83 • LOG OF HMO AMER HOLES PR0P0SED•SOUTH BASE AMEX King County, Washington 83-5123.02 _...__ for._Mthur__N._Jaac�_- �nglneecs 4�nc.__._ Converse Consultants ,...`" �' Fl.::rj Kr-• -- A -8 111111111..m. 0 1 2 3 4 5 LOAD IN KIPS PLR SOVAR0 FOOT 0.1 04 0.3 0.3 1.0 7 3 4 3 . MONO .."- =,....r....�n.II M- • � . ��� t 1. i1 Shallow soils were observed in a series of hand auger holes which were adfanted Ed dr1EH} 8R EH1< 8FI F dt Et:R dlcn a three -inch or one - inch diameter hand auger. Logs of these holes are enclosed as Drawings A -7 through A -14, Con.ts. Conwlunu, Inc HA -105 H 2400, E 600 Elev. 8.0 Depth Elev. Description 0.0 - 2.0 8,0 - 6.0 brown, silty SAND with occasional organics and roots (possible topsoil or fill); loose, moist 2.0 - 3.5 6.0 - 4.5 brown, silty PEAT; soft, wet 3.5 - 10.5 4.5 - -2.5 gray, silty CLAY with some organics; soft, it at 10.5 -2.5 black, medium SAND with some silt; loose, wet groundwater at depth 3.1' (el. 4,g) completed 12/4/83 11A -106 N 2300, E 700 Elev. 6.5 Depth Elev. Description 0.0 - 3.2 6.5 - 3.3 brown, silty PEAT; soft, wet 3.2 - 7.5 3.3 - -1.0 gray, silty CLAY with occasional organics and thin sand layers; soft, wet 7.5 - 9.0 -1.0 - -2.5 gray, silty SAND; loose, wet groundwater at depth 2,8' (el. 3.7) completed 12/4/83 LOG OF NANO AUGER HOLES PROPOSED SOUTH BASE ANNEX King County, Washington . for Arthur M. James - Engineers, Inc. Converse Consultants ...,.wee.,. .4w.0 .w 83- 5123 -02 A -9 L0.0 1M KIPS P!R %017ARe POOT 0.1 0.2 0.2 0.S 1.0 2 2 4 S 10 20 30 40 0 , 2 Com+n+ Con.u11.n14, M. HA-107 K 2225, E 730 Elev. 7.0 Depth Elev. Description 0.0 - 2.5 7.0 - 4.5 brown, silty PEAT; very soft, wet 2.5 - 8,0 4,5 - -1.0 gray, clayey SILT with occasional organics; soft, wet (6" thick layer of black fine sand at depth 5.0') 8.0 - 9.0 -1.0 - -2.0 gray, silty SAND /sandy SILT; loose, wet groundwater at depth 2,8' (el. 4.2) completed 12/4/83 160 Of HAND Au6EN HDLE PROPOSED SOUTH BASE ANNEX King County. Washington for Arthur M. Jaws - Engineers, Inc. • Converse Consultants . 83- 5123 -02 Do mq A -10 0 LOAD 1/4 KIPS PER SQUARE FOOT 0,1 0,7 0,3 0.3 1.0 7 3 $ 10 70 30 40 I ( 19A I • • 04 w_- +w .-. 0. M I,•' 04. • l.1I I• law • . • t, f • O.0. NO ►•r..J N•••.M •, •.spy ••, Mw••••• I I (Icon 418 WE E9 §E4 P flit (Cons nu• ) • • •NW•••. C • ••••••••y,, MI • ••• , Ww, PROPOSED SOUTH BASE ANNEX King County. Washington for Arthur M. James - Engineers, Inc. Converse Consultants :;A`"; " r- -35 I,a «I N,. 83- 5123 -02 0,•np Nu. A -1 IIA -108 N 2358, E 1740 Elev. 6.7 Depth Elev. Description 0.0 - 2.7 6.7 - 4.0 brown SILT; very soft, wet grades with increasing peat content 2.7 - 8.5 4.0 - -1.8 gray to brown -gray, organic SILT, trace clay; $oft, wet 8.5 - 10.5 -1.8 _ -3.8 gray, fine SAND; loose, wet groundwater at ground surface (elev. 6.7) completed 12/13/83 HA-109 N 2255, E 1740 Elev. 6.8 Depth Elev. Description 0.0 - 1.2 6.8 - 5.6 brown SILT, scattered roots and organics; soft, wet 1.2 - 3.4 5.6 - 3.4 brown SILT, grading to fibrous PEAT at 2.5'; soft, wet 3,4 - 7.8 3.4 - -1.0 gray SILT, scattered lenses of peat; soft, wet 7.8 - 10.0 -1.0 - -3.2 gray, fine SAND; loose, wet groundwater at ground surface (elev. 6.8) completed 12/13/83 LOG OF HARD AUGER HOLES PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. Jams - Engineers, Inc. Or u,KI M 83- 5123 -n2 Converse Consultants; ': A -11 LOAD IN KIPS PER SOUANE FOOT 0,1 0.1 04 04 l,0 1 3 4 3 l0 • TO 0 a 4 18 9 4 B 44 increasing silt content 90 7'19A '50/3 SANDY SiLT; gray, with gravel Auger refusal at depth 9270 r`nunA v,l2�rnllntnr�A 7.' t,�l PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur 14. games - Engineers, Inc. it wet -80 hard 83- 5123 -02 Converse Consultants:::" A -1 (Cow.) 1: l_ C I�iff 1U6-110 H 2540, E 1775 Depth Elev. 0.0 - 2.4 9.0 - 6.6 2.4 - 4.2 6.6 - 4.8 4.2 - 6.6 4.8 - 2.4 6.6 - 7.0 2.4 - 2.0 Depth Elev. 0.0 - 1.9 8.0 - 6.1 Elev. 9.0 Description gray -brown SAND, little gravel and silt; loose, very moist brown SiLT, increasing organic content below 3.8'; soft, very moist interbedded gray organic SiLT and red -brown fibrous PEAT; soft, wet black, fine to medium SAND; loose, wet groundwater at depth 2.4' (elev. 6.6) completed 12/13/83 HA-111 N 2565, E 1707 Elev. 8.0 1.9 - 2.2 6.1 - 5.8 Description gray - brown, fine to coarse SAND, gravel (Fill), to silty and moist brown SILT; soft, wet no free groundwater encountered completed 12/13/83 little silt and gravelly; loose, LOG OF HAND AUGER HOLES PROPOSED SOUTH BASE ANNEX King County. Washington for Arthur M. James - Engineers, inc. Converse Consultants 0.1 12 0 1 2 3 4 1 :. ..., LOAD 1H KIPS PER SOUARE P00T 0.2 O f 1.0 S 2 4 $ 1 s I ! i... 11.......... ..... --t ....__ r..,.n w. 83- 5123 -02 A -12 • 40 9A 10 1 1 1 4 CLAYEY SILT; light gray (Continued) •.•• ...1•••••...+a.. .. 1' 0.0. M.. -.N .•..•... C. 3.1/.' 0.0.. I. 1 /f r•. ' • •M.«wf. C D. •r.al •a.6 I. 1 • I / 1' 0 0. 00 ' 1•..M ....•... 0. MANN* ••4 I I....•1 • • F W W. T • 0' ...l. I • ....a... t MH PROPOSE0 SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. wet ense so •■••l•, w -35 IrO,•c1 • o 83- 5123 -02 Converse Consultants ". N""° De "Op H0. A -2 1: HA-112 N 2400, E 540 Elev. 10.5 Depth Elev. Description 0.0 - 0.4 10.5 - 10.1 brown, sandy SILT; soft, moist 0.4 - 1.8 10.1 - 8.7 gray - brown, very fine, sandy SILT, scattered organ- ics; soft, very moist 1.8 - 3.9 8.7 - 6,6 interbedded SAND, SILTY SANG, and SILT, trace clay; soft, very moist 3.9 - 5.5 6.6 - 5.0 black, silty PEAT, trace sand; very soft, wet 5.5 - 11.9 5.0 - -1.4 gray - brown, clayey SILT, sane organics and sand lens- es; soft, wet 11.9 - 13.0 -1.4 - -2.5 gray, fine SAND groundwater at 3.9' (elev. 6.6) completed 12/14/83 . NA-113 M 2300, E 635 Elev. 7.0 Depth Elev. Description 0.0 - 1.8 7.0 - 5.2 gray, very fine, sandy SILT to SILT, numerous organ- ics; very soft, very moist 5.2 - 4.5 interbedded SAND and SILT, trace clay; soft, wet 4.5 - 3.2 gray, fine, silty SANO; loose, wet 3.2 - 1.9 brown, silty PEAT, trace sand; soft, wet 1.9 - -3.2 gray, silty CLAY, scattered organic fragments and fine sand; soft, wet 10.2 - 12.0 -3.2 - -5.0 gray, fine SAND; loose, wet groundwater at 4.0' depth (elev. 3.0) completed 12/14/83 1.8 - 2.5 2.5 - 3.8 3.8 - 5.1 5.1 - 10.2 LOG OF HAND AUGER HOLES PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants > "9 ..y .Ol•0 83- 5123 -02 a.-...° N. A -13 {.1 O. I 7 ^::C. 7' I..:;: .::1 : 1 :: • : ::i.:17:::17.:2=7.-.2.7. 7: __..i..7: ;;ii ;1 :: i :.:2= . -.2.7. 1 LOAD IH KIP$ PLR SQUARE FOOT 0.1 0.1 04 4 5 10 10 10 0 : _ ...._... . �� .........- . a.___.__. HA -114 h 2200, E 625 Eei. Ceptr, Elev. Cescrtpttcr. 0.0 - 1.2 7.8 - 6.6 brown, fine, sandy S ;_ trace r,;,nt ; very snft, wet 1.2 - 1.8 6.5 - 6.0 gray SILT, trace s >; 1.8 - 3.8 6.0 - 4,0 gray, silty SA!.2, terse: c" or ;arf, , lc,se, wet 3. 6 - 5.2 4.0 - 2.6 interbedded gray, silty ar,] .I, n:11ef G,li organics; loose, wet 5.2 - 7.8 2.6 - 0.0 gray - brown, silty FE:• , trace clay and said; soft, wet 7.8 - 12.2 0.0 - -4,4 gray, clayey S;LT, cr;as a :e fine Bard; soft, wet 12.2 - 13.0 -4.4 - -5.2 gray, fine SAh3; loose, wet groundwater at 1.9' dect', (cei. _.i) completed 12/14/33 IA-115 h 2125, E 563 Elev. 12.2 Depth Elev. Description 0.0 - 1.2 13.2 - 12.0 ,gray - brown, fine san:v -;LT, trace gravel and organ- ics; soft, very cwt 1.2 - 1.5 12.0 - 11.7 brown SILT, lenses of orr,antcs; ;oft, wet 1.5 - 5.2 11.7 - 8.0 gray, Interbedded SAhg /SILT, cr;antc layers, woody In places; loose, wet 5.2 - 7.9 8.0 - 5.4 gray- brown, sandy SILT, pcc■ets of peat; soft, wet 7.8 - 10.4 5.4 - 2.8 gray - brown, clayey SILT, sane organics; soft, wet 10.4 - 12.4 2.8 - 0.8 gray, fine SAND; Ic ■)se, wet groundwater at 5.2' dep :n (elev. 8.0) etnnuleted 16/14/63 LOG OF HAND AUGER HOLES PROPOSED SOUTH BASE AhhEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants ::::=47:7. «"w' l 83- 5123 -02 • , •n ri:d �� • 80 ,....,. ., , ....wr...,.. ..,: r-:vL r.'l ovrtrel"91:1":il'fit"1.'�i ell'i i,I .n......,a.. •.,,,— r;•n.,-r.....•.r.x.. », wu.,,. o.,w.•r.+n++.�r,.w«•a�.ww�is«�� 67�, ytl gravel Bottom of boring at depth 78.5' Groundwater encountered at surfa•.e • A. 1. ••.1•••..4 •..,•1 O. ►� OL. war,.. ••••1 C...1,4 O1.. 0.111' . • • 1• •4110.•.. C • •••••••104. 0. • •••■1 0■••■ O. 1.11/• 00. 0•/10101••••••.4 X. 0••■• MO 0•• 0.1.1 r►• 0.1••1.4.1 • 01000.•• ► «►.••.w1 PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. w•1« »•1 Yymproormrol 04rw1« 00 ►10,0.1110. 83- 5123 -02 Converse Consultants I 6041 4044 6466404 i 0•.-•• a 044. A--3 (CONT.) ./ .,, .• APPENDIX B LABORATORY TESTING Representative soil samples were subjected to various laboratory tests to determine engineering properties. The to -place density and moisture content of undisturbed samples and the moisture content of disturbed samples were determined for identification and correlative purposes and the results are indicated on the boring logs. Shear strengths of selected samples were determined by a Torvane in fine- grained soils and by direct shear tests on granular soils. Consolidation tests (confined compression) were performed on a number of selected representative samples to aid to predicting the settlement be- NV/16f ei f1NWxVFIINrd idII I tits feWilhu r1Me+410 00141 ERnlalida7 Lion data is included In the fora of seal - logarithmic curves on Drawings 8.1 through 8 -13. c«,..ne un..b b, *A. :I 1 1 I9A� 18'1 } 40 SAtCDT SILT' dark gray ,.»,,,,.,,,,,,,,„, (Continued) •• 1' 0D. W+•.M S.-•... C. l• Ill' OZ. • I.1 /I 4.44 ' .-. .••.•.4 C • 44..4.4..•.. D/• •••• MM. • 1.I.1' 0•. 4 4WM* *! 1. •. -4.144. ,n.•.,N 0• •. *.1•. T • 441I44 •• 14.w4.4uI,, PROPOSED JT BASE ANNEX King County, Washington for Arthur N. James - Engineers, Inc. 1:11_ wet a.$ KMkJ111151 .e.r+9 Converse Consultants .4 APPOwd 141•I4» M -35{ 83- 5123 -02 Or..i•q M.. A -4 �, ''•-••• I 1.0 0 CONSOLIDATION -PER CENT OF SAMPLE TNICANESS 0.1 0.2 0.3 LOAO IN KIPS PCR SQUARE FOOT 0 5 1.0 7 7 I S 10 70 30 40 • READINGS AFTER SATURATION WITH WATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE AMEX King County. Washington for Arthur M. James - Engineers, Inc. P•o4G0440 83- 5123 -02 Converse Consultants ==" swong 1•44, B -1 .. y'y• • i. »» .,•M__r 141•11•111114 _ » w 4444 ... .. .. — -4444, ..4..... .�.. _ .. _ : . »_ » 1-:.1 t. 1._ 44.4;4. • ... _ i �. 3 ��� y ,- .._._..._._. II NO. 4 7rr�t�w.r�1• , .._ ._.__.........= I'-..�::_......; • _ . MN ;4;4.,. , _..- .,�T..._ w• .1pI. 44,4, t._.__.,_........ _ IMMO 4444.._. _ • 44:i.i _4_ -.,-' 4444 _I,L,..� • +---! ; - 4444 ' �_ -...i_ - __.•. 4.: ,,,_ MOM t ==tt!M 111111111111111 1111111111M1 "1-41,..7;1' - _ 1 ,ilti illl r �}}} �p in'�iiiill�iHYw �j' �•r.rI t•Urt f I! 1 n1, •� . .i..4.. . 'j'�''' uu::,:'I:.. i_i.. .I7. "J'"'"•' :.:•;;.1.1.::!,- ,I�i • "" _ _ 4444 _-_._ I rr - I ._. _-._ y'� ....-.-- .rr1... 1; •-•• «.. .._ _ »yr -. �•� yam_ " +w - .••• ■ 444 «_4.•i .7.ii..•: .: ..•-y .., .. ,.._N._. ::::::::;=7; . : - 1 --... 17 �.. - ---..- _ „�,� __ _ C :fir fee... .. rte'".*ye,. ..:i.ws= -1: :!: _ ...t.......1.:= Boring 8 -1, Sample 1, Depth 3.5 -4.0'- iloisture ---+:-.:4=r.. ;.,.., •,,_ : ,-t_ � - Content: 44,4: Dry Density: 61 pcf -; :1::.::.1..--..-.•' ._ ''.:'.'-::t.'".” ~ - '1 i{j _ ----! .I_. .,__.•••.�... ~Ilw•i_•r/•NM�•.1MN •- , �- so= '' 1••.•1 —.~- }( ^ 111.1r1• 1••••M•1M1•N ~1 -...-1 1 t t1 ' ( 1 r • READINGS AFTER SATURATION WITH WATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE AMEX King County. Washington for Arthur M. James - Engineers, Inc. P•o4G0440 83- 5123 -02 Converse Consultants ==" swong 1•44, B -1 I 1 85 11 66/k \LIB I Ito very fine very moist - -75 Bottom of boring at depth 83.5' Groundwater encountered at surface • A. O. ..M...M.._.._ wv...w.. M.. O. /• OJ, M..•..4 M.•..• C. ••11.'0.0. 4 1.111' MN "A •44 4 1. C • .ww.••M 01 • 1.41 wr. M. /•1/1.0 •..1.1 ►4•M 4LM.. 1. MAN.. .M ,N*•.. • • MOM N... 1 • eV 61.1. r • ,..w...wr Iw1.4.1.1 14 M �! ... PROPOSED SOUTH BASE ANNEX 1'MAKINA King County, Washington for Arthur M. James - Engineers, Inc. • Converse Consultants '• 83- 5123 -02 01.-400 Mo. A -4 (coNT.) CONSOLIDATION -TER CENT OF SAUPCE THICKNESS 0.1 0 2 3 4 5 6 7 B 9 10 11 0.2 0 3 LOAO IN KIPS PER SOUARE FOOT 0 3 1.0 7 3 4 S 20 30 A0 • READINGS AFTER SATURATION M)1H MATER C O N S O L I D A T I O N T E S T S PROPOSED SODTH BASE ANNEX King County, Washington for Arthur M. James - En•tneers Inc. ►,.,ICI K0. 83- 5123 -02 MAMA •. MONIMMINOMPIN AMA. === 1 .1 MOM 11111•11 Mal _ .-_.-1.......i... ..../MM•.••�•.a�••N.yyll.MMY11.�11 C � � . - ■ • IMAM J. ♦ i:1 Mt. o."1.1 Iliel. . � 11 n�.ao. M I.li �1�.•Arl., _ -.. .. i;j•iiil :iu ,,...... 1 ,_...:.i � ...i.,i• .1 :1 :: "..1. -. 1 . 11 • 11 r Ii• ......... , ...'... _, r 4. • • �. r MAMA as •■••-.•1• ..M lemainameall .. ..... „ MM.. .._.....w -•. , r �_.•_ Boring 8-1, Sample 13, Depth 63 -65' -• Moisture Content: 44.3; »•M• w: -, .,••, - -, ---r— ; ; -- -• - -^ --I•— - Dry Density: 64 pcf M • ' • I .......... = ..= H YMa�=rw1 a: . e 1 I y.........:1* w -; r w N .M MPWUI=eOPZBE .:.Mw.•N� • READINGS AFTER SATURATION M)1H MATER C O N S O L I D A T I O N T E S T S PROPOSED SODTH BASE ANNEX King County, Washington for Arthur M. James - En•tneers Inc. ►,.,ICI K0. 83- 5123 -02 BA 9A 7 11 24 5 7 14 41 increasing silt content very fine, with trace silt, trace gravel - CLAYEY SILT; gray A. NNW... A... (Continued) 1,1 0.0, 16•••.4 •••■••■• C. A• / 4. 00. i• 1/ 4. Paw "A • Al4 o.0•••.. C • 44o40. 04 • •••••I OA*, •. 1 141' 0S. 44.4 aa..4 sam.N.o. 4. 04 aol 4044,..44 • • •••• 4., T Ir • •••••• 1..4 1111 PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants .t.:'''g wet —30 dense --35 stiff Afar AA•••••■••••• ••••. 01110.41. 4,0044 83-5123-02 041o44.9 440. A-5 1. t: CONSOUDATIDN - PER CENT OF SAMPLE THICKNESS 0.1 2 3 4 6 8 9 10 11 12 13 14 LOADINKIPSPERSOUARE FOOT 0.2 0.3 05 S.0 2 3 4 5 10 30 30 40 .. 1.."" 04•0MMI 440l1M 104.14140401 INION•01•011 044•4100401441.111M00.044 CION011000010A0110444SM444 4004004111400101,14041440 0001.00000•01041000414401141440 ..00M=0•1:0S" 114AAMIIMIr =0 =MANIC -.M0• BEEE "0:12 AMNIA AO MINIM MM. 15 16 17 18 • Moisture Content: 46.91 Dry Density: 61 pcf 40•11 .„ 1001•1•01041014406444441. 1•411044000.44111441U4100141004404 MI MAIM MAY 11011401•14144410404441.10000NIIMMI41416001141410100.400 011110•01 04.041444400014•444■141.014001.14M=1044401 emeseimmualoommmwamm • READINGS AP TeR SATURATION IT51 WATER 1111140114114, CONSOLIDATION TESTS PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants G.,7447',“:"" Peolect 83-5123-02 B-3 Nr■1♦s/Ir.I 11 . uil., atw an17i 1" rray�,unts SAM; gray, medium to Coarse, with trace gravel and shell fragments fine to medium SP Net dense very dense • 16 -15 -00 Bottom of boring at depth 08.5' C.reundwatl.r tnrt,�n rr•ry Jt +ippth 1 l' — - r.rsaMkr.rrtl' ■ M.r. r r Irr�.■t■rr� PROPOSED SOUTH BASE ANNEX �' "'•• King County, Washington 83- 5123 -02 for Arthur M. James - Engineers, inc. Converse Consultants owl AKAN Ukase es Or. -,wp M.. A -5 (coNT•) .'�: # > �.!,. ✓. � f 1 1 1. 1 2 3 4 5 CONSOLIDATION - PER CENT Of SAMPLE THICKNESS 0,1 LOAO 1H KIPS PER SQUARE FOOT 012 01 0.5 1.0 2 3 , S h N 10 20 30 40 .■r W 111MWM W410.ry .MM1 ■ ■N • i READINGS AFTER SATURATION *ITN WATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE AMEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants """""""*"'""n" .,a«1 Ka. 83- 5123 -02 W I,.. B -4 410014114 1401411•40a 1 ' .r ...= .. 1 .�i wM 144% :il.t,. ,^ - l.._.. .. l _...+ �. Y M• . r 1�q�l I' 11 11111111....1.. t , . : , , ;•..1 „, 11111 n ?: hITrM1 j 1 I ` .. ..:1. I .__. M•W L t! ! 1 . .. {...��. i`.� -+ •r` ft- Mom ,MwrnMr.M 014.414 • µrr ............= NOM w ..... . ....... .... ... ......... ...... • .. . . .. . ....... ._.. ..... _�.... r ---, MOM MM • ! ..� .t 1 _.._._.__._'t_...._. ' Boring 6 -2, Sample 11 Depth 53' -.. _ -� -..:;= �« I=wtlr=. Moisture Content: 33.2: ._ ...... _ — ” °'D Dry Density: 93 pc f M.M.My __ �-� _ �"_ etrtMM t--. r 1 .INN= I 1 • y - .1... . -» h' Mi- _._. «.. M■■.1w � '' r ««'... - , i..' - ___......._.".r=■r r U1M■r 1_-... ,,M1 ,.Mrw Mr ..-. + ^t 1 '.� ... .. .. .. • i.FM.�.l Mrirt • 1 - IMIIItI■�rr 4 M _...i :::1= Mwirwr LY- .<- . , ' I... r-t _ n .......1.....f _ Walla EE T ■Y 1♦ MrMMMHI . ;.• _.�L. -.... '.•1T•� • a 1 Ci ='1.'L:�:G�.."E� M..MM= M.M..rM . 1 i //YYNNt.MIYY,Y■■1■■� O■1■.Y■r -- M■■1�M 3M Mw /NI�MY1.71=e IMM1■.■�1.1'rr ..■■NM = 4":71 V yr''f�^t' -�{• { II M IMM- IYT qt N.M■M,N N 11M,1MII�YI1tNMN1��1 IIW.�rr����M■■ 11 Ittt 111 ' rltr(.K{ 1 .1_! ' 1�111eeal1 Hi111YifYUWli ............. iii 1 . 111 '1 •h't w Mrs • ..M■rM MAIM 14011141Irrr ra■■YM.MM,M■1 MM•M,M■ r.Mi■ ..M IMMM MWWWW W M.M■r.MMWMMWWW1 „y M1WM .■r W 111MWM W410.ry .MM1 ■ ■N • i READINGS AFTER SATURATION *ITN WATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE AMEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants """""""*"'""n" .,a«1 Ka. 83- 5123 -02 W I,.. B -4 15 8A 11 18 17 (Continued) N - • .-30 • a. s• wl•-••••• •. 0.0. 4...1.411 fam••■•• C. 0-144' 0.0.4 1.11*' ..4 • • 00 • 044.1 4. 0. / l' 0.0. 0 • .10 M. 1 • 144,.., • PRO.""MSTMTIrtirrurtM King County, Washington for Arthur !IL attars = Ftwinetrti Int: Converse Consultants :::4 '''"`""4" 1.1.1•••■ •4/a 4.e...1. 04 83-5123-02 0..60 Ma. A-6 I CONSOLIDATION - PER CENT OF SAKIPLE THICKNESS 0.1 0 2 3 4 5 6 7 LOAD IN KIPS PER SQUARE FOOT 0.2 0.3 0.3 1.0 2 3 4 10 20 30 10 8 10 1 1 .,• 7:4 Boring 8-3, Sample 1, Depth 3' tMoisture Content: 50.1% Dry Density: 56 pcf r-t •■ 1 • R[40.011404 AFT R SATURATION WITH VIA T R CONSOLIDATION TESTS PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. Ite.Clho 83-5123-02 Converse Consultants ZZIZZAL2Z"'" 0• ■•••■• 0=6 i �• 75" 80 5 6 29 76 1001 4" grades cleaner to SILTY SANG, with little gravel ( • A. 1• 101•.N- +.-01.01 •. 1. OD. t••••• 000410W C. 11•104. 0A,, 1•Ir/•h.o ••A• YNAw., C • O. • •••, 11 O. 1.tt1.0I. HAI 60001 ...ON t,.yy µ,N♦ -NN r4•1110 - •I, 5:I SILTY SANO; gray, fine to medium, trace gravel Bottom of boring at depth 78.5' Groundwater encountered at depth 6.0' wet very dense :-•65 ^ -70 • • v M... • • W0•1. ► • 00o•••001, --10.01 041•00.011.1 W,_IH 10 �IR9O R9REO/TLBf11E tNNEX or Art ur 11. ames - Engineers, Inc. 83- 5123 -02 Converse Consultants st="° O,.. ,.0 NO. A-6 (CONT.) . CONSOLfDATION - PER CENT OIF SAMPLE THICKNESS 0 2 3 4 5 6 7 8 0.1 0.7 0,1 LOAO IN KIPS PER SQUARE FOOT 0,5 1,0 2 3 F S 20 10 10 -. .- .,....,_____=,..!.. �i- .ii �. i.:« rr ;» ^,;'r- . r _ �.t....1._,,,,_r___ ..._.4,. ,._ _. ..__ _._.. l"77i1...- i4.... :�11Y «1 , ...r..��....�..,, f. Lj'. J M...,...' ♦..w1 N.,. ^-F 1... 1N AI.IU� („-,_ «_,. ,1 _ [{',..Z .• .1 0101 ♦.« 01'.1__ 0111 _y_..,.... ■ MAMMA Irr•• 1-• 1 1 I 1 ... -,_. ..__.•_- _,••-•i__.... — .y1Wq...,1My�1y�yW,. -�� Imo. .�r1iw"'rlri ,.1.4 WII i� =.11. • ._...__ --, .... -_...7 • M Cam_ »►M - - -1 ...-......1.- .I..,. - ^.. .._.� ...__..._ ...r«_ ..,�,11111. JCi�T11r,17R,11 '�n.. M ..,. . __.. , -- H ■- MOWN .....,. ^tl._:t �W� " r .. J -- .1 . t._:.L I..., I 11.1 ... ., . i.. 114 . ti .. . iM.r ay -_,1. _-.-. ♦ ...... M�••••.1'N1�I.I =514,wo s •MMNMMMl. •• H,1r� , r•• Boring 8 -3, Sample 10 Depth 48' --- '-- •--- - --•4� tolsture Content: 40.3: .. -_, ........... __... r_ Dry Density: 75 pct _ _ "O rrN�O4 -w.r .. Mri�ii r1. rr. i - a=tom ..1...i..•• rwriii.LI- -. r.1 }��.m/w._1.� Irr rlrrF 1 1 __•_ _ tr t .... I, ,•.ZM•aW 1•- -r ZOO :1:::i . rii i,'1- i1r�/W/11.1wyluwlr.•� • 1 i -' ��.•..h. rrr�� �•.� 10000 Y1 Iw wr00201 '-�' p n / - ; •••••••••••••01100010 �.0•00wMw"m0000 r. --ter i+•.'"iLN.1 _rr_rW__ a. = w1'Nh,1�" - iii�' i' aMr�',•'• "'�11�w.1/t11- i�ur�.•w11""�i:' I 1 � -- .•..1./ W41",twwNY1M '1,�-M,1,i= =/W-r= 1 .1.,� L r M-1.9.:0 MM -11 M1,M 'M1.M=E- 111.1•• rw q,ItM.- �r r MANN . NOON, 0 4 ~I� 1rMW wn-iarw-CrYM • READINGS AFTER SATURATION WITN WATER C O N S O L I D A T I O N T E S T S ` c PROPOSED SOUTH BASE ANNEX King County, Uashington ._ __„___._for..Acshiir.1I ._ imet_Ennlntets; inc* Converse Consultants •w•i I 11 /,.,K/ N•. 83-5123 -02 aa.w w. B -6 soft, Net at 9.0 -2.5 black, fine SAND; loose, wet groundwater at ground surface (el . 6.5) coaipleted 12/4/83 LOG OF HAND AUGER HOLES PROPOSED SOUTH ASE ANNEX V,ing County), Washingtog f6F AF4YF O'Mit,t• LABIngeFs, In;. Converse Consultants •Ntla4.1.4g=" 10111.111111/1111111•11111•111MMISOMIN11110 111111.106111[1•1109 P.40.1.1 Ng 83-5123-02 04...4,g No A-7 E 1 111211116RIBUMBOBSCORIXIBROZIL. CON= OLIDATIDN - PER CENT OI 2 LOAD IN KIPS PER SOUARE FOOT 0.1 0.2 0.3 0.5 1.0 2 3 1 5 3 4 5 6 7 10 20 30 40 =1,1141 . t,, MONSI.11 101,1111011•11M r-i r._.=, , .„.....,... 11.1.••111111101110 -.-...' 't -'...1 . .---t 81111111111011 . , .1 1 -I •• • • =W=1= •• .. .... ...••• ..-. , IMIIIN -4 .r- =••••■••• ....*. ...I 44-. .... ...6....... I ...,.. tegieMOOM .......*.. . ........ ...., .. • ••••• MOMM011.1. 1 ............. ....., OM ..1111••■••■ ...„. .-.... • Ns .....• 1 ' Mlimlan r- 1. . 1......... t .0 • •-• = .. -- = 1.1•1•0==. 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WHOM , IUMMIII 4 f ..-i .1 11=•■•• 1 0106=10.106m = NM. 1611111•1”011. ....-• •••••••• I- ! •111:•••111111try. = ==osime==tio.s...... 410111■•••..... -..-.....-.---.-.1 .........-..-7.: i- SINSINIMIINII t ••■• . -- *1114""1111.11.1111101111110MIMOMMINIVOMMINIMMININNIS ._,......_,, loomom - .... .......-..-.• ....-.....-.-. 0016911•61.1.1W10 11111.11.1.••~11.1.1110111111■••••■■• ,,„..._ - ... .. .........- •■••••■•■ 106•111416 SION MUM • I.- t -1. ..........-. ... -.........-.-- MM. .......-...... ---.--.= 010.1111•011.00N „.....*. • -• ......• ImilaNgil 1. 0.0- ..,• Boring 6-3, Sainple 12, Depth 58' 1-toisture Content: ......_-• --f-i---- -- -- . ---1-',"----7-- '- 41.4; Dry Density: 75 pcf _ 4 , ,........-.-•- 1 111.1niuMNIMIIIIMINOMMIMISI VOW. 10101411116.11.1111111111•IIIIMI -....., ..,, WieNNI .1100= .,..........•-**-• 1..... ..• -........• A tE:E=•-•. • -,....... MON. ,....... i MONIS -•••-.: .-... ... .. ---" -".-1 onil UMW 111•MINIINIMM NOUN =1.1.alloalm11. -..".."-.-"."•-• •' " IMMO 111111011.011ellimil iftellNisselim. ......... .....-,-, .7.= ..-.......-.-. INIII L .1.10.00•Mos•116 •11111•16111IMMNIIIIMINI • t ,:t.1....- -7 ESIONIAIMIWEIN• Oa 101111MMas ISMIONIlinewle IINONISI i • 0 0 Manna 1.1611•••••••••=111.111111111•410.6101 t== ~MI plallol~•••■••••••••N =YE ....._ .•-•-•-• 1811plummills NowilleM Immo. 1•00 •1110100111101•M•slairmillYs =ma ■••• lommelliMmous 4 ==.-- ..- 111111011111~10611111011 Minnm 12611101maimelnlIMINIMIIIIMIIM ......• .--• .-. ON.. IIMIONIMMI 111.11•••■•••••••6111111.111611 9 1 00611111==10••■•01.64•111 1.1.11.1.mm oil 6.10•1•1111 11111•616 61141011.1~1161••■••••••■•■•••11.1.111•01••••••••••• MINI1o1 111•01.41141111111,41111101R•41.1•141001111•••■•■•••0104.0,10111•18.611101161111MIANnuo• Son~11..161 ortay•almWma or ••••••■•••••• sIMISIN101.1011•YInno 1011140.111116114~11.14•10110sin 1011•11.www01.410411=r11.1.11 ==1.Nom 16101•1141•••■••••• ••••••1411•01•110•11=0111111.••••••1 ~No 1.1■Minanlmo.a0•111.0 lall No ===.1110.0111•11 =U0•••••11 ellmeall•51.1108011111 • REA.011443 AFTER tATURATION 11111H WATER CONSOLIDATION TESTS PROPOSED SOUTH BASE ANNEX ttittlitYt Wnb Or Arthur M. J1•111 Engineers. Inc. Converse Consultants ...."1:w",«...i="" Pro4K1 NO P3:t1131:Wil NO B-7 ;.... : . 13111916•. LOG OF HAND AUGER HOLES PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consulttinta Ittratrifairof .vM.MMM. 83- 5123 -02 D....p Mo ONSOLIDATIOH - PER CENT (Dr W PLE THICKN 0.1 0 1 3 4 5 7 6 8 9 10 11 0.2 0.3 LOAD IN KIPS PER SQUARE FOOT 0.3 1.0 2 3 4 s 10 20 30 40 '!t: t',,' 11::11ir 12 13 14 15 16 - e. IONIMMO11r010 M..r. .ww..r.r rM.� MOWN r WMM.M.r.. ....« NMI ., :i WM ... . . WMI�w._......,. WO NMI Boring 8 -5, Sample 1, Depth 3' Moisture Content: 49.35 t' Dry Density: 45 pcf rwM: i.... .HMO.'I10YMMI � MM....M M NMOM MM.= MMM..M.M rr MININO..wr..�.iira.n. .11011100 • ..W0N410.M1..NYI.,.M..... MIMOM000 =Mi.1MMN.M MM.M :71.1141.61•1101•00141101 .A. =OM�e n.SS$MM 1uMr MOM M.... W.N.. MM.. MIN....MYMMM...... NM Pm MINIM Mal MI.MMI M.Y.IM.r.M...MIIMMM.11111111 O RIADIMOS AFTER SATURATION M1TN MATER C O N S O L I D A T O N T E S T S PROPOSED SOUTH BASE ANNEX King County, Nashington for Arthur M. Jaw t - Engineers, Inc. Converse Consultants :="41...."""0 ""."'""0 PIPN.I 1.Y 83-5123-02 B -8 viasnart . LOG OF HAND AUGER HOLES PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur 14. James - Engineers, 1nr.. Converse Consultants '"° Pop *41 N., 83- 5123 -02 D :..,.q N• A -9 CONSOLIDATION - PER CENT OE SAMPLE THICXNESS 1 1 i 0 \f� 2 3 4 5 6 7 LOAD IN KIPS PER SQUARE FOOT 0.1 0.2 0.3 0.1 1.0 2 3 1 S 10 20 • READINGS AFTER SATURATION WITH WATER C O N S O L I D A T I O N'. T E S T S PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers. Inc. Converse Consultants Id P *t.cl.1•. 83- 5123 -02 D... q No B -9 ..:.. ... LOG OF HA'10 AUGER HOLE PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. I,O•<1 N•! 83- 5123 -02 Converse Consultants .° A, '' .." A -10 CONSOLIDATION - PER CENT OF SAMPLE THICKNESS 0.1 0 2 3 4 5 6 7 8 LOAD IN KIPS PER SQUARE F00T 0.2 0.3 0.5 1.0 1 3 4 5 10 20 30 40 9 10 11 12 1 1 Y {t -14- 1r '.444444+++++1il tt t,•• t. 1M Ent t f. e• r ftII flCtf tt If! 11I ltd 111 1tt I1 II(11,1•, i14 t11lr 111 ltli I -L4.4 1111t1.141 ::::::::.4 .1t • +1 11. 113.1144. =.111111. �_-.'j +:l. /i •.�,: J{••: •I•• •. . ... ∎: .. ....._. .._ .1. :...411 1�•, -. J� -.:�•� . �'_ . Imo.. 4. yI • ..._ . 1_ _...._. . .... .... ... =. -..... ._._•,_._,- 371._•- ...«1... .._. _. .., ... • 4. • —•• Boring 9 -6, Sample 13, Depth 63' ,,, __ _ #„ —•- _ Moisture Content: 45.5; ;;=,• ,. _.,,, — ,,., _.I -- Dry Density: 67 pcf =1= w1� 1 .T,. ri•.•• ■r.,r....l•�_ ^--- ---iii i :It• vrj"�1 v� It: i tu•.rrMt^ •—.—.— 1 _ i•.I j. �j ...�.. ,.: .,. —_. _ ..._._.. .... . • .... .. -.. ..,._T.. ...,..........: _.. _..__ :;_ __.. -..r .._,._ __.._ _ _.., —_ • REA0INOS AFTER SATURATION •I TN WATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. r.CI 1� ',ONO Hu ■NY 83- 5123 -02 eConverse Consultants :« saw No. B -10 LOG OF HMO AUGER HOLES PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, inc. Converse Consultants O:"`""""" Aypu.1 tc�.f.c11 • Pr u.cl 83- 5123 -n2 A -11 i '123 I I ® Converse Consultants`'""""' • 1 401.23 1N KSPS PEA SQUARE FOOT 0.1 0.3 03 0s 1.0 > > I 0 2 3 4 5 6 10 20 30 40 • READINGS AFTER SATURATION in TN WATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. Janes - Engineers, Inc. rfu,. <1 w. 83- 5123 -02 a....1 f.. B -11 f•f•l 1.. 1. ...,....1._:�. . _. i.... . _'.»Y ^- M f, Mff•�" Iff YffIY'vy if..T"1. !Y 14r;t�l� ill Irtt 41 fi14 ;:`.`1:::. _'.' :( :tit} • MI,„„4„ : ,,...._. I '- HA -104, Depth 0.7 -1.2' 1.•. Iw -- Moisture Content: 26.8; - �� j�-- _ Dry Density; 83 pcf ..._ ' ._: -1.r y_ IIIMINOINIM •••••• : i....:,� 1 «....1.. , ..�_._ 111111 �I1i fir_ ...._� .1. i .. ; ; ME��tIr_ ....1... .« 1.1111111811•11 . /G�.'rw= i f 1' •.-- -.... MI .1.. •'--.ry n'w"1i.1° 11uY Y� "� ---1 1 �....1.....�.1. _..__ M�11Mw�.wI1 ©Q111wri1lli�� es OMMIlt: II '....r "" l i....l_.�.. - �I�I�i1i =116.111161.1 ==== 1~s iNM1G1M1j11— um1S ^ r___.....1....{...__ w.• NMI 11�_rn i 1 111111II WA .. -1.• -. «-� 7.....7:17.7"--:..1 • READINGS AFTER SATURATION in TN WATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. Janes - Engineers, Inc. rfu,. <1 w. 83- 5123 -02 a....1 f.. B -11 LOG OF HAND AUGER HOLES PROPOSED SOUTH BASE ANNEX Xing County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants A :E ♦' 0.1 0 2 3 4 5 6 - 7 1 10 11. 0 11 W 1 W O. 0.2 0.3 • ... NO 83- 5123 -02 LOAD 144 KIPS PER SOUARE FOOT 0 S 1.0 2 3 4 10 A--12 20 20 40 .-.`L:.1 -•-t i Y f 1 - --.•3 «: Ii" {ry{ � '':1:::::: f t fi! }ry }r'tF 4't iiit Itit 1 a... •" • . tt t i it } '•.„}'— 11 t , •t-1trMt • t •'• • _•I.� »... * I `i -� ' L� {{}}��.,..`i � t s • • 1 1 - • i_. • ''_ ::�:::�::.= .• .`,.... . i"._._1 _._.. •_ __._;_1 ... -� _1 ~- -*� -•-, -, 1 :: : :: i__ =''.7-7."-7-- :1-.'. - ; -�." i :.....i'......_•..- .__ _- ....: -rte_ ..: .=.1— _ -i —::.�1= ..w. _ • . 1 • HA -106, Depth 0.3-1 3' E:.---.::—.-1--, =,. ., '. T:: = --t. _ Moisture Content: 44.75 _t' " ", �w Dry Density: 48 pcf 1:_:7:7-.I.:-: . :- . :...., �� +� r : ` - rrr--y 11In .Lilts- m1c n {I a� -I :i. �,- — ..1. ..i. ■ y • - ... .-.- .aF.'. o w : .. I �.1 �' • - M . y:==I.rrrN +yy i- .•• �- C. CMG :.•' «, r c 111.11 ~ ��, e 4.4•••••••••• UI r IMMrlr1Sr ZN� i ♦ l - "-1 •, r.� rrrrr 1.M I - • READINGS AFTER SATURATION 11711 1A TER MK, C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. J+eks - Engineers, Inc. Converse Consultants°"' /t0•tl lip. 83- 5123 -02 a...yw B -12 LOG OF HAND AUGER HOLES PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. Converse Consultants N.<I NU 83- 5123 -02 A -13 CONSOLIDATION - PER CENT CF SAIPL£ THICKNESS 0 .1 2 3 4 5 6 7 8 9 10 11 12 1 LOAO IN KIPS PER SQUARE FOOT 02 0.3 0.3 1.0 2 3 4 5 10 30 40 • READINGS AFTER SATURATION r11H MATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. Pio,.4* NO 83- 5123 -02 Converse Consultants NOW 0,._.p NU B -13 :::. ;_ is ,- . _ -. •. ..Me `1.=:__:1 �. .- _.._..- :... _ ... ... .. ....... • ^ R; Il' :.11111 " _ : . SF..: E,.a -" i rI t1. :ii + -�-� . - .w..... 'i 1 . '... -�_— ME= .. ININIMIIIMM •111Milla - - _ _. _ _- HA -107, Depth 0.5 -1.0' _1.. -i— �.4. --• ._ I Moisture Content: 45.7: , Dry Density: 55 pcf - �Y,,.1.,,, --�-- 111 I 1:.-�— .,•;.;. 1s - jam•- -.1... -- - :-1 --' —L--1=2=== • READINGS AFTER SATURATION r11H MATER C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. James - Engineers, Inc. Pio,.4* NO 83- 5123 -02 Converse Consultants NOW 0,._.p NU B -13 • PROPOSED SOUTH BASE ANNEX P' ° "` I ND. C King County, Washington 83- 5123 -02 for Arthur M. James - Engineers, Inc. ; , i Otoww.og Mo 1 Converse Consultants B -13 • • RECEIVED OCT 3 1 1995 1994 Washington State Nonresidential Energy Code Compliance Form Enveloae Summary Climate Zone 1 ENV -SUM 1951 Washington State Nonresidential Energy Coda Compliance Forma April, 1881 Project Info ProteccAddress M 1_ S O 0 ' ASE A N FX 'Date ID_ — I' I . ► , ` . 4 S ; Lb For Building Department Use TU kl Lt,W A 9 8168 C) Applicant Name: E N N I F Ir R To IN1 N s E7 p� c r..� Applicant Address:8 2 1 2ND AVE 5 EA TT L . 6 18 1 04 G U �yy Applicant Phone: 6 8 G1 r 136 vC s0 k k es cri p ti o n I ❑ New Building 'Addition ❑ Alteration 0 Change of Use Compliance Option ❑ Prescriptive Component Performance ❑ ENVSTD ❑ Systems (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance igAll other (see outer for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be Included In the (verti"d 8 overhd) divided by Wall Area times 100 equals 1 Glazing Gross Exterior Wall Ares If they are Insulated to the level required for opaque walls. 15 0 - C l ° Q X 100 = z e Concrete/Masonry Option ❑ Check here If using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly In the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated /cooled space Insulation on interior - maximum U- factor is 0.19 Minimum Insulation R- values Insulation on exterior or integral - maldmum U- factor is 0.25 Roofs Over Attic • If protect qualifies for Concrete/Masonry Option, list walls All Other Roofs with HC 2 9,0 Btu/ft'oF below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls from Table 20-5b in the Code. Below Grade Walls Wall Description U- factor Floors Over Unconditioned Space (Including insulation R -value & position) Slabs -on -Grade Radiant Floors Maximum U- /actors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) VerticalOverhead Glazing 1 Semi- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 1 'Refer to Section 1310 for qualifications and requirements Notes: RECEIVED OCT 2 5 1995 COMMUNITY DEVELOPMENT , 1994 Washington State Nonresidential Energy Code Compliance Form Envelope Summary (back) Climate Zone 1 ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms April. 1994 D e ci s i o n Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose or determining building envelope Electric Resistance: Spec Mating systems which use electric resistance requirements, the following two categorise comprise all space Mating types: " elements as the primary heating system Including baseboard, radiant. and Other: All other space Mating systems Including gas, solid tuel, op, and ( Start forced air units where the Iota) electric resistance Mal capacity exceeds 1.0 propane apace heating systems and those systems listed in the enception to --- -- vve rifle gross condNbrwd floor area. Exception: Heat pumps and electric resistance. (continued at right) terminal electric resistance heating in variable ale volume distribution systems. Electric Resistance no Heat? yea • <: AM \ R1aa vallo -11 • all Criteria OKq- ad Crit OK c walls -19 > \ �tiation no (below / yes Yea (below) no Vation ?" yes no no `� °s .. <4094 i <2556 �' 1-0( X20 % ' �lazir •7 all pazi ? no C azinq? yea Yea yes ''yes Y r _ -- AN Insulation Installed? AN insulation installed? AN insulation Installed? AS insulation Installed? Opaque Wads R -11 Opaque Walla R•11 Opaque Wars R•19 Opaque Walls R -1 • other walls, use Totals _ Section 2009. Area weighted HC: divide total of (HC x area) by Total Area Envelope UA Calculations Climate Zone ENV -UA Project Address , Seattle, WA Date 10 -23 -1995 Space Heat Type ❑ Electric Resistance ® All Other For Building Department Use Glazing Area 2.8 % Concrete /Masonry Option ® Yes ❑ No Notes: If glazing area exceeds maximum allowed In Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -2 for correct values. ' Building Component Plan ID/ ' Proposed UA Target UA List components by assembly ID & page # Location U- factor x Area = UA U- factor x Area = UA ✓ 0 NREC Default Dcuble, I/2 In, Fixed Pane 0.75 0.750 30 23 0.900 30 27 E L Glazing % Electric Resist. Other HeatInE R A 0 -15% 0.40 0.90 T Z >15 % -20% 0.40 0.75 1 1 C N >20 % -30% not allowed 0.60 A 0 >30 %-40% not allowed 0.50 L (see Table 13 -1 for ConGMasonry values) O 0 • 0.700 120 84 1.450 120 174 ✓ L Glazing % Electric Resist. Other Heatin£ E A 0 -15% 0.80 . 1.45 R Z >15 % -20% 0.80 1.40 H I E N >20 % -30% not allowed 1.30 A 0 >30 %-40% not allowed 1.25 D (see Table 13 -1 for Conc./Masonry values) g Q NREC Insulated Metal Dour Default 0.6 0.600 192 115 0.600 192 115 1 Electric Resist. Other Heating 0,80 0.60 1 0.036 Electric Resist. Other Heating 0.031 0.036 0.044 4,940 216 0,050 4,940 247 1 1 Electric Resist. Other Heating 0.034 0,050 O W 0.140 4,608 645 0.190 5,108 971 P A 0,610 500 305 Electric Resist. Other Heating A L Ordinary 0.062 0.14 Q L U S Metal stud 0.11 0.14 E Concrete (interior) 0.19 0,19 Concrete (other) 0.25 0,25 l R R 0.190 Electric Resist. Other Heating 0.062 0.14 WALLS 0.11 0,14 i 0.056 Electric Resist. Other Heating 0,029 0.056 i O Uninsulated Slab 0.73 0.730 199 145 0.540 199 107 D Electric Resist. Other Heating O F= 0.54 F= 0.54 (see Table 13 -1 for radiant floor values) 10,589 1.534 ' 10,589 1,641 f 1 1994 Washington State Nonresidential Energy Code Compliance Form Envelope SHGC 'Calculations. Climate. Zone 1 .. • ENV-SHGC 1994 Washington Slate Nonresidential Energy Code Compliance Forms April, 1994 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page 11 SHGC' x Area (A) = SHGC x A SHGC x Area'(A) = SHGC x A Plan ID: 30 30 • re Plan ID: Glazing % Electric Resist Other Heating 0 c Plan ID: 0-20% 1.00 1.00 Plan ID: >20 -30% not allowed 0.65 Plan ID: >30 -40% not allowed 0,45 Plan ID: (see Table 13-1 for Conc /Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals 3 0 3 O Totals 3 0 3 0 '' For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A F Plan ID: f 2 1 2 0 I Plan ID: Glazing % Electric Resist. Other Heating v Plan ID: 0-20% 1.00 1,00 I w Plan ID: >20 -30% not allowed 0.65 Plan ID: >30 -40% not allayed, 0.45 Plan ID: (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. For compliance: Totals 120 O 12.0 Totals) 120 ' 2.0 1) Proposed total area shalt equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. T a rg et A Adjustmen Cal If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maromum allowed in Table 13.1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1: OG= 2: 00= 3: VG= Note: OG = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area , I I X o k -1 100 =17: Target OG Area In Roofs over Attics Target OG Area In Other Roofs 1: Max OG Remaining 2: Target VG Area For Target OG's, circle ( ( — 0 lesser (circte) =15: I — , 3 Lesser (circle) _ 19: 1 and use the lesser values both here and 7: 8: below. Proposed Opaque Area Proposed OG Area Target OG Area'' Target Opaque Area Roofs over Attics 4: + 1: — 10: = - 13: Other Roofs 5: + 2: — 11 = 14: Total Target OG Area (sum #10 + #11) 12: Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 1 Wails' (6: — 1 +13: I — 19: 1 = 115: J Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. I Target values 9.12.13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used In the applicable Target SHGC calculations above. • t 1994 Washington State Nonresidential Energy Code Compliance Form • Buildi .Permit Plans Checklist ENV -CHK • 1994 Washington State Energy Code Compliance Earns ,1 ,� April, 1084 Project Address M iO so 0„� g�S tyN x i I �- L C,., I Date I cy2 4 - �s. The following Information f ormation Is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability I Code Location Building Department (circle one) Section Component Information Required l on Plans _ Notes GENERAL REQUIREMENTS Sections 1301 -1314 ••- P • • • •• spaces i•enri -• onp ans l • • • 1302 apace heat type =, no il j Electric resistance ` :- no n.a. • I er • 1 . e on p ans I . - rests • Is • : • • P M 01 yes no �.: ' 1 . emi- • • • spaces emt- ea -.• spaces • en i = • on p ans t : owed 1311 insulation 0 no n.a. 1311.1 Insul. installation Indicate densities and clearances 072 06 - no n.a. • • • cet ing nsu . • 1 . e • - • ue on r • • s: ons or a' cs • • • er roc) s; IAN001 Indicate clearances for attic insulation; NA Indicate baffles if eave vents installed; N A indicate face stapling of faced batts 97200 6 no n,a. 1311.3 Wall insulation "indicate R -value on wall sections; \^-W602 Indicate face stapling of faced batts; 0 Indicate above grade exterior insulation is protected; NA Indicate loose -fill core Insulation for masonry walls as necess; N A Indicate heat capacity of masonry walls WA3O 1 if masonry option is used or if credit taken in ENVSTD; yes no i.a 1311.4 Floor Insulation indicate R -value on floor sections; Indicate substantial contact with surface; ' Indicate supports not more than 24" o.c.; Indicate that insulation does not block �� airflow through foundation vents yes no L'::� 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected yes no 6 1311,6 Radiant floor Indicate H -value on wall section or foundation detail; indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official no n.a. - 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area E t11 es no n.a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door WA-702 schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default NA then specify frame type, glazing layers, gapwidth, low-e -coatings, gas fillings yes no n.a 1312.2 SHGC & SC Indicate glazing solar heat gain coetficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control g no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side 4JAtivt�2 no ma. 1313.2 Roof/cetling vap.ret. Indicate vapor retarder on root section; Indicate vap. retard. with sealed seams for non-wood strut. W4701 , yes no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section W • 6O2 yes no n.. 1313.4 Floor vapor retarder indicate vapor retarder on floor section .2 yes no n.- r. space vap. re . n • Ica e six mi • ac • • ye ene over ap • =• on groan • ' 402 1314 Air leakage e no n,a. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstnpping 1NA602 e no n.a. 1314.2 4 Glazing/doorsealing Indicate weatherstripping yes no . 1314.3 Assemb. as ducts indicate sealing, caulking and gasketing „_..._._._._. , PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) es no 'Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" is c rcled for any question, provide explanation: 1 I 1994 Washington State Nonresidential Energy Code Compliance Form • Building Permit Plans Checklist • EN-CW 1994 Washington State Energy Code Compliance Forms April, 1994 Envelope - General Requirements Unlabeled glazing aid dcas shall be assigned the default U -fmtor in Section 2006. 1311 Insulation 1312.2 Solar Feat Gain Coefficient and Shading Coefficient: Solar 1311.1 Installation Requirements: All insulation materials shall be Heat Gain Coefficient (SHGC), shall be determined, certified and labeled installed according to the manufadver's instructions to achieve proper iri accordance with the National Fenestration Rating Council (NFRC) densities, maintain clearances, and maintain uniform R- values. To the Standard by a certified, independent agency, licensed by the NFRC. maximum extent possible, insulation shall extend over the full component area (o the Intended R- value. Exception: Shading coefficients (SC) shall be an acceptable alternate fa carplianoe with solar he gain ceeffident 1311.2 Roof /Coiling Insulation: Open -blomi a poured loose -fill requirements. Shading coefficients for glazing shall betaken from Insulation may be used in attic spaces where the slope d the ceiling is Chapter 27 d Standard RS-27 a from the marxufacurer's test n ct more than 3/12 and there Is at It thirty Inches d deer distarre data from the top of the bottom chord d the truss or ceiling Joist to the 1313 Moisture Control underside d the sheathing at the rod ridge. When eave vents are instated, baffling d the vent openings shall be provided so as to deflect 1313,1 Vapor Retarders: Vapor retarders shall be installed on the warm the incoming air above the surface d the Insuladm. side (in winter) d instiatiat a, required by this se flan. Where lighting fixtures are recessed into a suspended a exposed grid Exception: Vapor retarder installed with not mere than 1/3 d the ceiling, the rod /ceiling assembly shall be insulated in a location other than nominal R -value between it and the cendUkned space. directly on the suspended ceiling. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the Exception: Type IC rated recessed lighting fixtures. ventilation space above the insulation is less than at averaged twelve Where inches shall be provided with a vapor retarder. Roof /ceiling assemblies W here Installed in wood framing, faxed haft insulation shall be f stapled. wiUieut a vented airspace, where d e neither the roof deck t>cn the rod structure are made d wood, shall provide a continuous vatpa retarder 1311.3 Wall Insulation: Extrxier wrall cavities isdated during framing with taped seams. shall be fully insdated to the levels d the surrounding walls. When installed in wood framing, faced haft insulation shall be farce stapled. Exception: Vapor retarders need not be provided where all d the insulation is installed between the rod membrane and the Above grade exterior insulation shall be protected. structural rod deck 1311.4 Floor Insulation: Flea Insulation shall be installed in a 1313.3 Walls: Walls separating caiditicned space frcm unconditiated permanent mariner in substantial contact with the surface being insulated. space shall be provided with a vapor retarder. InsulaUan supperts shall be installed so spacing is not more than twenty - fax inches on center. Installed Insulation shall n ct block the airflav 1313.4 Floors: Floss separating conditioned space from ulcaxliHcned through foundation vents. space shall be prov(ded with a vapor retarder. 1311,6 Slab-On-Grade Floor: Slab m grade insulation installed inside 1313.6 Crawl Spaces: A ground cower d six mil (0.006 inch thick) black the foundation wall shall extend downward from the top d the slab a polyethylene a a approved equal shall e laid over the ground within crawl s minimum distance d twenty -four Inches a to the top el the footing, spaces. The ground de l overlapped lapped twelve inches minimum a whichever Is Tess. Insulation installed outside the foundation shall extend the Joints and shall e>dtnd to o the farxlaUon wall. downward a minimum of twenty-four Inches a to the frost it e, whichever Exception: The grcurxl lower may be gritted in aaM spaces is greater. Aboxi grade insulation shall be protected. if the crawl space has a caraete slab floor with a minimum Exception: For aal mithic slabs, the insulation shall extend thicivless ol three and ale half incite,. downward tram the top d the slab to the bat= of the footing. 1314 Air Leakage 1311,6 Radiant Floors (on or below grade): Slab- on-grade insulation 1314.1 Building Envelope: The requirements d this section shall apply . shall extend downward from the top of the slab a rrininxum distance d to building dements t epardirg caxlltiated from urx atdiiUated spores. thirty -six inches a dowrwad to the top d the footing and haizordai fa an Exterior Jcints around windows and doer frames, openings between Walls aggregate d not less than thirty -six inches. and fwrxlatiar, between walls and nod and wall pastds; openings at If required by the building dfidai where soli conditions w2rrant such penetratics d utility services through walls, floors, aril rods; and all insuatiar, the entire area d a radiant floor shall be thermally isolated from a openings in the balding envelope shall be sealed, caulked. the scil. Where a sal gas contrd system is provided belay the radiant galsketed, a ww�therstnpped to limit air leakage. flea, which results in increased convective flow belay the radiant floor, 1314.2 Glazing and Doors: Doss and operable glazing separating the radiant floor shall be thernaily isolated from the sub-flccr gravel layer conditioned from unconditioned space shall be weaherstripped. Fixed 1312 Glazing and Doors wirxlo+vs shall be tight fitting with glass retained by slops with sealant a caulking ail around. 1312.1 Standard Procedure for Dotormination of Glazing and Door U- Factors; U -faders fcr glazing and doors shall be determined, certified Exception: Openings that are required to be fire resistant. and labeled in accordance with Standard RS-31 by a certified 1314,3 Building Assemblies Used as Ducts or Plenums: Building independent agency licensed by the National Fenestrdiai Rating Council assemblies used as ducts a plenums shall be sealed, caulked, and (NFRC). Compliance shall be based at Model Size AA or BB. Product gaffe to limit air leakage. samples used fa U -fades determinations shall be production line units a representative of units as purchased by the consumer a contractor. 1994 Wathington State Nonresidential Energy Code Compliance Form Mechanical Summary MEC -SUM 1994 Washington State Nonrenidantlal Energy Coda Compllanea Forma April. 1994 Project Info Project Address MET sf?trrI! BAKE ANA EX Date 1c-2 S 9ll T •'R h A L W4 ;L• _ C For Building Dep ent Use TuntiiLA , e (8 I G8 Applicant Name: 3 EMNItEtR Tow 1 Applicant Address: ER�1 2 u b AVE. St41 LX qp i o4 • Applicant Phone: 6scf _ S 36 Project Description Uqs FIRED WE)41 INC- 4 VE11/41 LAT toN U NIT INTER tnoc K ti w 1't N Briefly describe mechanical system RE �.1 E F pA N �O R 1 . 0 O 9O oU V S 19 E AIR Coo N C , type and features. Compliance Option pISimple El Complex System ❑ Systems Analysis (See Derision Flowchart (over) for qualifications) Equipment Schedules The following information is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. OSA CFM SEER ID Brand Name' Model No.' Capacity Total CFM Econo or EER IPLV Location Heating Equipment Schedule Equip. OSA cfm ID Brand Name' Model No.' Capacity Total CFM Econo Input Btuh Output Btuh Efficiency Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Control' Location of Service 'If available. 2 As tested according to Table 14- 1,14 -2 or 14 -3. ' If required. ` COP, HSPF, Combustion Eficiency,or AFUE, as applicable. 5 Flow control types: VAV, constant volume, or variable speed. 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MCH-SUM 1994 Washington State Nonresidential Energy Coda Compliance Forma Apr11,1994 System Description If Heating/Cooling ❑Constantvol? 0 Air cooled? CI Packaged sys? CI <54,000 Btuh? See Section 1421 fa full description of or Cooling Only. ❑ Split system? ❑ Economizer included? Simple System qualificaUans. If Heating Only ❑ <5000 cfm? <70% outside aid Decision Flowchart Use this flowchart to detemilne if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Cli y satin, /Coolin! onstan System Type e or Cooling Only olume no yes . Heating On •.Air Cooled <0 dm no yes yes no Reference Sec, 1421 ackaged . %: > I yes .<,, m no /yes Y ,000 Shill. f' Split , '"S stem. - no floor 1900 cfryr 2 Y, • 'N yes y Y 1es Y clude / I Ec` ono Reference .4'54,000 Btuh� no yes CSec. 1423) o1900 cfyno > eyes Y 4 Simple System l Allowed r Reference 1 Sec. 1420 Y ', Use Complex Reference .t >l System (Sec. 14301 Complex S S tC ms Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex y Systems requirements are applicable to this project. u. • . 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plan Checklist MECH -CHK 1904 Washington State Energy Coda Compliance Forma Aprlt, 1994 Project Address Date ET10 LOUTS tAs5. 4 k Y 1 RLh(-7 ( �Q- 'z4- eis The following infatuation Is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) Section Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Eqpmt performance _ ye no 4110 • .4 ' g. elec. htg.& clg. List heat pumps on schedule • ' no • . ' inimum e' i envy qu pmen so "u ., I . , cap. , e' Iciency 11 ; r Q 1412 HVAC controls A ) no • . em . - : ure zones • I -, a iron ens en .. A 7 .1 yes no 1412.2 Ueadband control Indicate b degree deadband minimum yes no 1412.3 Humidity control Indicate humidistat 0 no n.a 1412.4 Automatic setback Indicate thermostat with night setback and 7 different day types WM201 �4;x no n a. 1412.4.1 Dampers Indicate damperlocabon and automatic controls 577 IyH4n yes no 1 1412.5 Heat pump control Indicate microprocessor on thermostat schedule yes no (n. 1412.6 ICombusbon htg. 'indicate modulating or staged control • • no p,k 1412.7 alancing indicate balancing features on plans WM201 yes no . 1422 1 hermostat interlock indicate thermostat interlock on plans yes no n.9/ 1423 Economizers Equipment schedule 1413 Air economizers yes no , 1413.1 Operation indicate 100% capability on schedule yes no n.a 1413.2 Control Indicate controls able to evaluate outside air yes no 1413.3 Integrated operation Indicate capability to partial cooling 1414 Uucting systems trs„) no n.a. 1414.1 Duct sealing Indicate sealing necessary WM201 yes no (n.a 1414.2 Duct insulation Indicate K -value of insulation on duct yep no n.: 1415.1 Piping insulation Indicate K- valued insulation on piping yes no art • 24 eparate air sys, Indicate separate systems on plans fa), no Mech. bum. 1-ann Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER H ATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. y es no - 1441 lec. water heater Indicate R -10 insulation under tank yes no n. 1 1442 Shut -off controls Indicate automatic shut -off 1450 Heated pools yes no fi • • wa er ea ers • Ica e • - ec c res s - - yes no .n.a.- 1453 Pod heater controls Indicate switch and 65 degree control yes no 41.as 1454 Pool covers Indicate vapor retardant cover yes no .,n.$. 1454 Pools 410+ degrees Indicate R -12 pool cover If "no" is c rcled for any question, provide explanation: • • 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH -CHK • • 1994 Washington Slate Energy Code Compliance Forms April. 1994 Mechanical - General Requirements 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable of providing partial cooling even when 1412 Controls additional mechanical coding Is required to meet the remainder of the 1412.1 Temperature Controls: Each system shall be provided with at coding load. Controls shall not preclude the economizer operation when least one temperature control device. Each zone shall be controlled by mechanical coding is required simultaneously. IndMduai thermostatic controls responding to temperature within the zone. Exception: Economizers on Individual, direct expansion, cooling At a rninimum, each floor d a bulding shall be considered as a separate systems with capacities not greater than 75,000 Bluth may zone. Include controls that limit simultaneous operation of the 1412.2 Deadband Controls: When used to control both comfort heating ecortotn>zer coding for the purpose d preventing and coding, zone thermostatic controls shall be capable of a deadband of at Ice formation on cooling coils. least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems the zone is shut off a reduced to a minimum. 1414.1 Sealing: Duct work which Is designed to operate at pressures Exceptions: above 1/2 Inch water column static pressure shall be sealed in accordance 1. Special occupancy, special usage, or code requirements where with Standard RS-18. Extent of sealing required is as follows: deadband controls are not appropriate. 1. Static pressure: 1/2 Inch to 2 inches; seal transverse Joints. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling 2. Static pressure: 2 inches to 3 inches: seal all transverse joints thermostat setpoints are set to the same temperature and longitudinal seams, between 70 degrees F and 75 degrees F inclusive, 3. Static pressure: above 3 inches; seal all transverse joints, and assumed to be constant throughout the year. longitudinal seams and duct wall penetrations. 3. Thermostats that require manual changeover between heating 1414.2 Insulation: Ducts and plenums that are constructed as of the 3 Humidity Controls: cooling a s modes. Is equipped with a means for building envelope shall meet the requirements of Chapter 13. Other ducts 1412 ty ply and plenums shall be thermally insulated per Table 14 -5. adding moisture, a humldistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with Exceptions: automatic controls capable of accomplishing a reduction of energy use 1. Wrthln the HVAC equipment. through control setback or equipment shutdown during periods of non -use 2. Exhaust air ducts not subject to condensation. or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven-day clock and be capable of being set for 3. Exposed ductwork within a space that serves that space only seven different day types per week. 1416 Piping Systems Exceptions: 1416.1 Insulation: Piping shall be thermally insulated in accordance with 1. Systems serving areas which require continuous operation at the Table 14-6. same temperature setpdnt. Exception: Piping Installed within unitary HVAC equipment. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or Tess may be controlled by readily accessible manual off- Water pipes outside the conditioned space shall be insulated in hour controls, accordance with Washington State Plumbing Code (WAC 51.26) 1412.4.1 Dampers: Outside air intakes, a haust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) automatically when the system is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open 1421 System Type: To qualify as a simple system, systems shall be one of dampers. These dampers shall remain closed in nominal operation until the following: activated by the fire alarm system or other approved snake detection a. Air coded, constant volume packaged system. heating, coding or both, and require which . ernal provide Exceptions: • connection to duct work and energy services. 1. Systems serving areas which require continuous operation. b. Air coded, constant volume split systems, which provide heating, 2. Combustion air Intakes. coding or both, with coding capacity of 54,000 Btu/h 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include or less. microprocessor controls that minimize supplemental heat usage during c. Heating only systems which have a capacity of less than 5,000 start -up, set -up, and defrost conditions. These controls shall anticipate dm or which have a minimum outside air supply cf need for heat and use compression heating as the first stage of heat. less than 70 Pmt of the total air circulation. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). All other systems shall comply with Sections 1430 through 1438. 1412.6 Combustion Heating Equipment Controls: Combustion heating 1422 Controls: In addition to the control requirements in Section 1412, equipment with a capacity over 225,000 Bluth shall have modulating or where separate heating and coding equipment serve the same temperature staged combustion control. zone, thermostats shall be interlocked to prevent simultaneous heating and coding. Exceptions: it 1423 Economizers: Economizers meeting the 1. Boilers, g requirements of Section 2. Radiant Heaters. 1413 shall be installed on packaged rod top fan - cooling units having a supply capacity of greater than 1,900 dm or a total coding capacity greater 1412.7 Balancing: Each air supply outlet or air or water terminal dance than 54,000 Btu/h. shall have a means for balancing, including but not limited lo, dampers. temperature and pressure test connections and batandng valves. The total capacity of all units without economizers shall not exceed 240,000 Btu/h per building. 1413 Air Economizers 1413.1 Operation: Air econommizers shall be d automatically modulating 1temperature 24 Separate Air Distribution Systems: Zones with special process outside and retum air dampers to provide 100 percent d the design supply ae air distribution systems from requirements s r ui served by 9 separate air distribution systems from those serving zones requiring only air as outside air to reduce or eliminate the need for mechanical cooling. comfort conditions. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's coding loads. rane Air Conditioning Economics V 60 By: BERONA / LANGEBARTEL, INC. PAGE 0 ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ** ** TRACE 6 0 0 ANALYSIS ** ** ** ** b ** ** ** ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** METRO SOUTH BASE ANNEX WAREHOUSE ANNEX TUKWILA WATERLEAF PETER ARTHURSSON Weather File Code: SEATTLE. Location: SEATTLE, WASHINGTON Latitude: 47.0 (deg) Longitude: 122.0 (deg) Time Zone: 8 Elevation: 386 (ft) Barometric Pressure: 29.5 (in. Hg) Summer Clearness Number: 0.95 Winter Clearness Number: 0.95 Summer Design Dry Bulb: 83 (F) Summer Design Wet Bulb: 67 (F) Winter Design Dry Bulb: 20 (F) Summer Ground Relectance: 0.20 Winter Ground Relectance: 0.20 Air Density: 0.0749 (Lbm/cuft) Air Specific Heat: 0.2444 (Btu /lbm/F) Density - Specific Heat Prod: 1.0988 (Btu- min. /hr /cuft /F) Latent Heat Factor: 4,836.9 (Btu- min. /hr /cuft) Enthalpy Factor: 4.4953 (Lb- min. /hr /cuft) Design Simulation Period: June To November System Simulation Period: January To December Cooling Load Methodology: TETD /Time Averaging Time /Date Program was Run: 9:39:22 10/23/95 Dataset Name: S-BASE -A .TM RECEIVED OCT 2 51995 COMMUNITY DEVELOPMENT rane Air Conditioning Economics V 60 By: BERONA / LANGEBARTEL, INC. PAGE 2 System 1 Peak SZ - SINGLE ZONE * * * * * * * * * * * * * * * * * * * * * * * ** COOLING COIL PEAK * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CLG SPACE PEAK HEATING COIL PEAK * * * * * * ** Peaked at Time =_> Mo /Hr: 7/14 * Mo /Hr: 7/15 * Mo /Hr: 13/ 1 Outside Air =_> OADB /WB /HR: 82/ 68/ 80.5 * OADB: 83 * OADB: 20 * * Space Ret. Air Ret. Air Net Percnt * Space Percnt * Space Peak Coil Peak Percnt Sens: +Lat. Sensible Latent Total Of Tot * Sensible Of Tot * Space Sens Tot Sens Of Tot Envelope Loads (Btuh) (Btuh) (Btuh) (Btuh) (%) * (Btuh) (X) * (Btuh) (Btuh) (%) Skylite Solr 4,320 0 4,320 -6.25 * 4,080 25.27 * 0 0 0.00 Skylite Cond -1,478 0 -1,478 2.14 * -1,428 -8.84 * -4,460 -4,460 3.68 Roof Cond -1,351 0 -1,351 1.95 * -1,050 -6.51 * - 10,718 - 10,718 8.85 Glass Solar 3,924 0 3,924 -5.68 * 3,060 18.95 * 0 0 0.00 Glass Cond -475 0 -475 0.69 * -459 -2.84 * -1,439 -1,439 1.19 Wall Cond 693 0 693 -1.00 * 1,849 11.45 * - 57,780 - 57,780 47.68 Partition 0 0 -0.00 * 0 0.00 * 0 0 0.00 Exposed Floor 0 0 -0.00 * 0 0.00 * -5,572 -5,572 4.60 Infiltration 0 0 0.00 * 0 -0.00 * - 16,482 - 16,482 13.60 Sub Total = => 5,633 0 5,633 -8.15 * 6,052 37.48 * - 96,452 - 96,452 79.60 Internal Loads * * Lights 8,519 0 8,519 -12.33 * 8,519 52.76 * 0 0 0.00 People 3,200 3,200 -4.63 * 1,575 9.76 * 0 0 0.00 Misc 0 0 0 0 -0.00 * 0 0.00 * 0 0 0.00 Sub Total = => 11,719 0 0 11,719 -16.96 * 10,094 62.52 * 0 0 0.00 Ceiling Load 0 0 0 -0.00 * 0 0.00 * 0 0 0.00 Outside Air 0 0 0 - 86,448 125.11 * 0 0.00 * 0 - 24,723 20.40 Sup. Fan Heat 0 -0.00 * 0.00 * 0 0.00 Ret. Fan Heat 0 0 -0.00 * 0.00 * 0 0.00 Duct Heat Pkup 0 0 -0.00 * 0.00 * 0 0.00 OV /UNDR Sizing 0 0 0.00 * 0 -0.00 * 0 0 -0.00 Exhaust Heat 0 0 0 -0.00 * 0.00 * 0 0.00 Terminal Bypass 0 0 0 -0.00 * 0.00 * 0 0.00 * * Grand Total = => 17,352 0 0 - 69,096 100.00 * 16,145 100.00 * - 96,452 - 121,176 100.00 COOLING COIL SELECTION AREAS Total Capacity Sens Cap. Coil Airfl Entering DB /W8 /HR Leaving DB /WB /HR Gross Total Glass (sf) (%) (Tons) (Mbh) (Mbh) (cfm) Deg F Deg F Grains Deg F Deg F Grains Floor 4,992 Main Clg -5.8 -69.1 -69.2 4,400 82.4 67.9 80.5 96.7 72.1 80.5 Part 0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFlr 199 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 4,992 120 2 Totals -5.8 -69.1 Wall 5,010 36 1 HEATING COIL SELECTION AIRFLOWS (cfm) -- ENGINEERING CHECKS -- -- TEMPERATURES (F) - -- Capacity Coil Airfl Ent Lvg Type Cooling Heating Clg % OA 100.0 Type Clg Htg (Mbh) (cfm) Deg F Deg F Vent 4,400 450 Clg Cfm/Sqft 0.88 SADB 96.7 89.9 Main Htg -121.2 4,400 64.9 89.9 Infil 0 300 Clg Cfm/Ton 0.00 Plenum 100.0 70.0 Aux Htg 0.0 0 0.0 0.0 Supply 4,400 4,400 Clg Sqft/Ton 0.00 Return 100.0 70.0 Preheat -0.0 4,400 20.0 10.0 Mincfm 0 0 Clg Btuh /Sqft -13.84 Ret /OA 82.4 64.9 Reheat 0.0 0 0.0 0.0 Return 0 4,400 No. People 5 Runarnd 100.0 70.0 Hunidif 0.0 0 0.0 0.0 Exhaust 0 450 Htg % OA 10.2 Fn MtrTD 0.0 0.2 Opt Vent 0.0 0 0.0 0.0 Rm Exh 4,400 0 Htg Cfm/SgFt 0.88 Fn BIdTD 0.0 0.2 Total -121.2 Auxil 0 0 Htg Btuh /SqFt -24.27 Fn Frict 0.0 0.5 1994 Washin•ton State Nonresidential Ener. Code Compliance Form . Lighting Summary . J LTG�SUM 1091 WasmnGton 5ate Nonre1I0emtul Energy Code Complunc. Forms Aped, 19W Project Info Project Address Dade , 1 V tr a, 1. to f'. , o 12 For Budding Department Una RECEIVED Applicant Name, 3 C.m•A F' 'T,Sw `�r .r D OCT t Applicant Address: C 2 5 Applicant Phone: eg 84. _ 5 7,s( +MMUNI [Project Description ❑ Newv Building Mdalor► 0 Atteration (check appropriate box) [I Less than 60 % of the tortures are new, and installed lighting wattage is not being Increased Maximum Allowed Li: htin: Watta: a Interior) Location Allowed (floor//room no.) Occupancy Description Watts per ft' " Area In It Allowed x Area . ..t., b. _. -0 - r', -.O' G.:- • •. O 8 'y in . .. �, / • I , o 11111111110111111111111111116171111111 '• From Table 15.1 (over) • document ell exceptions taken from footnotes Total Allowed Watts Ilian. NAM Pro • osed Li: htin: Watta: a (Interior) (May not exceed Total Allowed Watts for Interior) . ..... Location Number of Watts/ Watts (floo/room no.) Fixture Description Fixtures Fbdure Proposed 12 • 0• - -t ._ '2 Co 2. , It - _ , uot - t, - 2 I \14 \ l9' 11 &A, •, , , . t+ . t%:... • 4-4 - 2 - to I S Z Total Proposed Watts may not exceed Total Allowed Watts for interior Total Proposed Watts , - 7 0 e. Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in A' Allowed Watts Location Description per ft or par 11 or If for perimeter) x ftz (or x 10 Covered Parking 0.2 Witt' Open Parking 0.2 W/tt Outdoor Areas 0,2 W/It2 ■ Bldg. (by facade) 0.25 Wife Bldg. (by fin) - ►►1 oa PIF2tivIr Ve r 7.5WM o 52. Note: for building extenor, choose slitter the facade area or the penmeter method, but not both) Total Allowed Watts 1, S 2A Proposed LightinWattage jExterior) (May not exceed Total Allowed Wads for Bterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed ,fir, e.A+,dN t{PS oJAj ,. r, -j4 P- 1 \\ta Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts ' • • • 1994 Washington State Nonresidential Energy Code Compliance Form • Lighting Permit Plans Checklist LTG -CHK 1001 Wstnnown State Energy Code Comd Ape, 1894 Project Address I I ql !fi t?- laI1.1 W AAf Date , - • F3LDU, C- ru ttwiy4 � Iv& $ 1 of Z41 95 The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 'L....-. 1094 Washington State Nonresidential Energy Code Applicability Code Location Building department circle one Section • • • Information R • aired on Plans Notes • lc •• -.al: :ec en I ry Local control/access Schedule with type indicate locations O gym • 1 c Area controls Ma,dmurn!knit • switch ' allnEll 0 • ht zone control Schedule with r• and features, Indicate locations no • .a. Irldicsls venial glazing on plans .t► y no n.a. • . I . Indicate overhead .1 • • on • • PRIM i c e , 1513.4 • . _ :.c., /exhlbrs • . al Indicate se • • a controls 1513.5 Exterior shut -off Schedule with r• and features, Indicate location no n.a. EMI a timer w/bac • - Indicate location no n.e. b • hotocell. Indicate location Inter. auto shut-off Indicate location Mal Min r% ,tip 1513,5,1 a occu • . sensors Schedule with ,. end locations =Marl 1513,8.2 b auto. switches Schedule Willi r• and features back • override ca • abil ; Indicate stre of zone on plans LIRte1:tit1!01 1 1_1 ' 11/_Ttt•I(jrTr1TTiT 1141'jS{•17111*115P4 iI t» no (L",_: C • • kted and attached. Schedule with fixture r• - , � � �� � • lam • ", ballasts, watts • r fixture 14fll4eitl0rot - ec fon no Elea motorefmcte MECH•MOT or E•ul• . t Schedule with h•, • e • - no s c rc et. or any ques ion, prow .e exp amnion: • },'. • •� a Municipality at Metropolitan Seattle E hange Building • it:1 Second Ave. a SeJ ttic, WA 9d1e4•I Microfilm Work. Request TO: . ti FROM: Judy Butler - 684 -1130 n • P.O. N'.:.m be:: 4_ ..i r ;: 7 • Date: h(11o Date Required: 4 7 / /3 . 1 4-fD Pick -up Location:. E:cc:lango Du_lding - Warehouse (N. 34th c Densmore) Ppductt Open Reels Microfiche . 3 .. " -' 1...,(/.4 -' Diazo Duplicate 17 _ Film in order listed at iii0 _ X redaction the following • documents: 7k1."i!t,e -g-c� 44./...-..... _,/' -.-'`� ° — y am ' - • r '- ....... -4, "rr../.....-C...0 . ' ' • Label as follows: .f:-/-1-. l.- l--'- 4 -e „,..1. `0?' • • "la• . .. • o I z `/ . . • . . yl.•t._ :� —»+.c.u.._L� t. Destroy source documents: yea no W' comments: 70,4 -, &L r6 DZ...411_ 441 ir� -e- / •-' ' _.1 •- , �1- L- 1-.,� ';. v Received by: 7 IQ-`7 5lgnatur Date Certificate of Authenticity This is to certify that the microphotographs on this film -file as n stated above are accurate and complete reproductions of Metro ` records as delivered to the undersigned in the regular course of , business, :..: It is further certified that the micrographic processes were ' accomplished in a manner and on microfilm which meets the td recommended requirements of the American National Standards {:. Institute (ANSI) and the office of the Secretary of State of W ashington. � v � : •,,` Date Produced !-I - ,�Cl-�10 . BY 1Li.(l rs •'ii;: LGa Operator ;;T. pw , rr -.car 1 f 1 k — 1 l' nIN —. r' t r• 1 10 01 Illl• ^ma 5 . — I 1 ' ., ,` �, . + " I Converse Consultants G.M.cnn ai En•uwynry Ana Ai•pl■,a $cw...l 1. Subject: REPORT Oh GEOTECNMICAL INVESTIGATION Proposed Metro Transit South Operating Base Annex � • King County, Washington (. We herewith transmit ten copies of our surrtnary report on geotechnical I • explorations for the proposed South Operating Base Annex, This report represents the completion of Task A of 'our subconsultant agreement, 1 ( 'Data Collection - Final Soils Investigation.' Our participation was L authorized by a subconsultant services agreement dated October 24, 1983, We appreciate the cooperation and ccomunication afforded by your project r ^ team during our investigation. Our findings and recatmenaatlons were discussed with your staff during the investigation and a draft of this report'was submitted for your colrnents. If you have any further questions regarding the data and conclusions in • this report, please do not hesitate to contact us. L ,..--, COtIYERSE CONSULTANTS INC. f , ..e-� � „, ` ` I , � : .;, Od d ' G : Y Jee . Ryden 9y � ' t ct, �• Principal Engineer 7. ,t'..:J c: t DER/kpp 7QH :sro k t�(ti . f PP � S AC �... r r • • I Can Conlull.nll, Its. 1 SW Oho!! Aru Kull t I Su,.. ).0 + ' , i , . v,..,'•Jlun an, In • ' -13- r 1 4.1.7 Drainage Ditches i It is understood that Storm drainage from adjacent property to the south will be transmitted around the east and west edges of the site in tem. I porary open ditches during initial site preparation. During final site • preparation, permanent storm drain pipeline; will be installed toward the center of the site and the tuaporari r,t .lit Ue tilled. The ;t• ,,, r: Itr . ill • 2. PROJECT DESCRIPTION • The site layout plan chosen during design developnent is that designated • as scheme 7B and includes a one -story transit training building, 1 -1/2- { story Operations and Maintenance Building, 1 -1 /2 -story Facilities Main- tenance Bui',J1ng, Fuel and Wash Buildings, Driver Training Course, f southern access road frcn East Maginai Way South, and employee parking and coach storage areas Ls shown on Drawing 1. Site developnent will reportedly be accompiish:d in two phases: Phase 1 includes the Facili- ties Maintenance Building, Driver Training Course, Transit Training Building, and access road; Phase 2 development, scheduled for 1990, in- , I eludes the central portion of the site, Fuel' Wash buildings, and Operations and Maintenance Building. Phase 1 will be constructed in two 1 contracts; initial site preparation and then building construction with final site preparation. The first of these contracts 1s scheduled for , l 1 4 Pi .1,UP t }Y•' t ?�,. Fl ..?i 3(e . .ai : tY ,e.' F I,. {i "r�:y ,� A . +. ( %•1'' ✓'•. :;1V,. x fi N.t vl. t r:r >` 'I!.,r1„,; } {'J tl t !. , �� •,ty i - . .tf t u. . r ,i i:t`. t.1 era.: w .1f }, t ' ; . + + • ; 'R , . U., }7;" i s .,� `'r ••Fl,.,l. .,LY.e, f. \• ?S,r `u• .,,��t.ti, i. ;; , et4,.�t �';!';.b . ,+Y . ?J r ' ' 'l ^:: , 'r, :.(• .'�± . � :. +' 3 y ¢p , .,, K� r 5 � >r�h , r� :• (. � �} i s w�,3:a�] [S.p, +r +' ;.2 a:Ji . ::,,- �::ln ?t, ir�.:'p 'r:•!1:w ., •i, r. r�` ^ /;. .� '+ -tYl+ r•.,: x t 'r. r ,r{ f , .t, , . S• r •h 'i.. r -e X '' n'e;)3 4,.kh. . Yit , Li ^,:. '• � ' Jp S .iJ:a .,. ., tif..� .r gK::,. , f•r.S4�l8.n1.5 .�:;ir�2+1.4 ':nV.:,f � Sr.t p. . 6�' I •!fi 2Y 7 } , i, ( t,r, � -... •.''��rf.: { �'dt ,� rt:: %.1_•c ,'iw`.'a'roi�ti; .,, +r.;dl:3 �i1:Y.�7,t v4.r�'' "�:,.,... ' aft Sn1�i ;� 4 4.4.3 Spread Footings AS indicated above, the thickness of preload and settlement estimates were calculated on the basis of a maximinn allowable braring pressure of four kips per square foot. The vertical saparatIon betr•een the bottom' of footings and the top of compressible silt :P' 11it b': n•Jxiraired to x • ,,,......... ,. } .. 11" diameter butt Sand I. gravel fill (Fixed Stead Condition) k 2Q0 pct I I x�1' -5- ■ overbank deposits. These deposits were soft, compressible, and general - T Ti saturated. The thickness of these upper materials ranged frorn 6 to 14 feet in our explorations and was most frequently about nine feet thick. i Upper organic silts were underlain by black and gray fine sand known lo- V , , + . t , • , +. :a ;d 4::44 • ••A t.,,. \ .Pfi•••1 7, Tr a• t, n n a. ' .., .xi -• i . ., r ',t , ,r, .1 I 1 , �.:. ,S ^�l f ,.`•T'i r: cat i y = ».n, 4: %' •.x >.l.�t rs'. , . .t.,w S! r k a i . .'1 i a n �, * .: + •l: �,. .�,; d 1 �:' , .; \ .: :•�., %`:'r %d... J - ^!:( .. .aijj l6 r,,':a,a; 'r >:,,:.V } i•. r•. t.., ,,d ;1 , v . Ar , ,, 11'i t:: ' r '.'yY } 'r . st�i \ .•.ri,r• .w- A «e•�r1!i',t1 . �i+ 3 K•;a ;tYt}iY�rt > `'�:r . Y�� i'• r ;• 1 • i 1. .• ' A: A ' • ( :.... .N � }:•. �1�1`: {i rf41 r7 �?•. fi "Ff.; ... ..t ., ,f.a<'e, 4444 f. i ..il` +t. - rl. ,.«•rA.r ti•�,. ,. .N-K 4444. r.. r r. .. .!.. .v 4444. ,tt ' I ION (IN) 1,4 01iCa1T (L(5S• -IN) (Tnbu:OnOS) 0.3 0.4 0.5 , 0.6 -100 -11tU -60 -40 0 40 00 Nal . i �- f f L �� u t i�, . -19- Piles should be Installed by driving continuously to Linn bearing with an air, steam, or diesel hammer. A typical hamper used for timber piles delivers 15,000 foot - pounds of driving energy per blow. Proposed driving equipment should be reviewed by tne engineer prior to pile in- stallation. A typical driving resistance for a 'au -ton timber pile driven by a 15,000 -foot -pound hammer is about 3U blows per foot accord- , ing to the Engineering Nows formula. 4.5 Lateral Earth Pressures on Pit Walls tl:, r ' .7- i i 1 Stripped material is not considered suitable for reuse as fill in areas ' sensitive to subsequent 5ettiement but mcy be placed in landscaped 1 areas, if appropriate, or disposed off -site. • r 4.1.2 imported Fill Material r It Is recommended that fill material placed to raise the site be granu- lar, clean so that it is not adversely impacted by water, and well- , 1 graded such that it forms a dense, unyielding mat, Material provided • 1. should he clean and and gravel free of organie.s with the following gradation when tested in accordance with ASIM 0 -422 - "Particle -Size . 1 Analysis of Soils:" • , . U.S. Standard Portent Passing, �' Sieve Size _by Dry '.eight 3 inch 100 1. 3/4 inch 50 - 100 e 1- No. 4 25 - 65 . No. 10 10 - 45 • No. 40 0 - 25 [ • No. 200 0 - 5 ! ri The material should also have a and Equivalent value of at least 50 I (per ASTM 0- 2419), 1 t 1.1 4.1.3 Fill Piacertent and Compaction ' L' Fill should be hauled and spread by such methods as will least disturb e the soft foundation material, ilhere foundation conditions are wet and t : soft to the degree that construction equipment cannot be adequately sup- ;• ported, the lower portion of the fill may be constructed by dumping and j spreading successive vehicle loads in a uniformly distributed layer of thickness not greater than that necessary to support equipment while placing subsequent layers. It is estimated that this initial fill thickness will be about two feet in the softest areas, A compaction r requirement need not be specified in this lower layer, f I ' 1 Con..,,:, Co rt 4Wam. M+a. " } { -P0- 1 i 4.6 Burled Tanks I Several fiberglass tanks are to be buried beneath the pavement in the vicinity of the Fuel Building. Maximum tank diameter 1s reportedly eight feet. • Pea gravel bedding, backflll, and three lest of cover are typically rec- . onsnenOud by the tank manufacturer In art'a', '. .,.1 to tralflc loos'., f -8- f 1 Subsequent permanent fill should be placed In uniform, horizontal layers not exceeding eight inches to thickness (loose measure). Each layer 1 should be thoroughly compacted to at least 90 per.ent of the maximum dry density for the material as defined by ASTM 0 -1557 - 'Moisture- Density ( Relations of -Soils and Soil- Aggregate Mixtures Using 10 -Pound Hamner and 1 18 -inch Drop.' Compaction should be achieved with modern, efficient, { mechanical equipment. The use of hauling equipment for partial compac- t tion is considered permissible but the full width and depth of each layer of fill must be rolled in a systtinatic manner. Water jetting or l water settling should not be permitted to achieve compaction, f The rate of fill placement should not be such that foundation strengths are exceeded and a "mud wave" is created. It is recommended that a 1 raise in grade no more than four feet be permitted during any two -week period. Modifications to this limitation may be :ossible based on con- { struction observations and measurt'+nents of l'ett :r.ient and groundwater levels. I ' The uppermost portions of the fill which are not permanent but act as a temporary surcharge need only be rolled by hauling equipment but should have a moist density of at least 125 pounds per !obit foot. Surcharge material should be the same select sand and gravel described in Section l • 4.1.2 since it reportedly will be reused as permanent fill in coach storage and hill hold areas. After surcharge material is removed, the resulting permanent subgrade surface should be recompacted to at least 95 perco ^r of the laboratory 1. maximum dry density. Fill to provide a 10 -foot wide shoulder along the west edge of East Mar- ginal Way South should be keyed and benched (or " �r Y. • L �r t ;,".�' .,')�.in, d�• s� } i rJ :. } v ' j ,. j , . ^i {1 + r `A, y; x �,: =:" �. s; 1 ,, " T I;:. I• A, h,itc:J1'F. }.1:,•,'�„!:c�rfu '�1�.`„ll�,�da }„tI tyf' ' y. y c�an t{{ ,, f a •' (. ` br'i U R ?' ,• • , .r;! .n.,.:jt�i�" h ..r +,' +r?•`�JL'y k��'7 � ,,' 's � 1i! t't � ■ 'r }''� ,i' �;`,1�� }}�� I -21- 1 5. INSPECTION It is likely that variations in soil conditions will be encountered dur- ing construction of this project. In order to permit correlation be- tween preliminary soil data and the actual soft conditions encountered during construction, and to ensure conformance with the plans and speci- fications as originally contemplated, it is reconruended that the geo- technical engineer be retained to perform coroAruCtIon review during the vxcevat)on orid toundatiun phases of the %urn., ', • i.re; removal I i feet. The required degree of compaction for shoulder widening fill should be at least 90 ' �11;ti: . 4 ,T:,rt ..4'Y heft F �l.L: P� 'r 1 ,• M: s 7 Ir, P,,,, `� l , .' .N'p 0 uF 1 �. •,i -,4 tF :,! h. k [ F 'la7 n ;� .r: - yr,• F. ,r .'i ;y� �r Y's.).::" ,`, :tt E ��( t. r•.,,, k'Y J, a .. .:tNK}:PS �.�.L /,.tf,4:iti. , •! l r. . � �r r;•1 '!Ytid d.f:t''.�(,�' '•65:� ?7?t•rlfl' iii,, r: r': ��E `.4)t:.,t,�r•J':�h1 "f.�w,!i�� y ' • ' E 160' I -22- 5 nl^r; 6. LIMITAilONS % . 1 l The findings and recomnendattons of this report were prepared in accor- 10 J' dance with generally accepted professional engineering principles and af0. "' , practice. There is no other warranty, either express or implied. p y y +' f `•; 1 The Conclusions to this report are base; on the resul,s of the field ,r, Via'+' explorations and laboratory testing, cut +t with an interpolation of wi I soil conditions between boring location:. 11 conditions are encountered 11 The time required for primary consolidation due to the thickness and drainage characteristics of the compressible soils is estimated to be on ' ! { the order of 30 days for the upper ten -foot organic silts and 45 to 140 , days for the lower 18- to 77 -foot thick clay deposit. lo reduce the I time necessary to experience primary settlements, and to reduce expected long -tern subsidence, it is recommended that the site be filled tem- I . porarily with a thickness of fill to excess of the final desired fill ` thickness. For the range of thickness of general site fill, it is rec- I ommended that this surcharge fill thickness be at least three feet to ' reduce primary consolidation times to about 50 day's or four feet to re- duce the time necessary for primary consolidation to about 4U days. ;f '1 The tine periods indicated above are calculated based on the results of a 113mited number of laboratory tests. 1C is rlta that the actual . 1 determination of when the surcharge fill can be removed be determined by the geotechnlcil engineer based on field measurements of actual settle- ' 1... ments as indicated by settlement platforms. A typical settlement plat- 1 S form detail 1s shown to Figure 1. These platforms should be set approx. . 1 irately 200 feet on centers in the proposed paved areas of the site and . „ at the corners and in the middle of grade areas: t 1 Desired Final Grade elevation +11 t Existing Ground Surface elevation +7 1 ! t F' r r L t {• 1 Gonwfw Cw\.ult.mh ir+c. l• t. • i.l 15:: "jA'.. i'l• :' \•. ": - :i. ",+ir •.rte ': k' y i,3.. .. .. .: i,•: 5. :' '1 :i+ .. j. 7 1 Y• ''h; i .,t i -:�'' ti .a ) 5 :I r . � i' r .�1. �'• i %Q ,j: i .:y. .. .g• (� . .1. L.. .:�.i .�:' t i1 r ,.. .• t;' (t �,:y �" +Z. <"�{• ". ••:•( ., li' k. c � '`i', i.�' M1 : , �.,. ,. . S • '..v� ,�`i 77 '• ..1. .t,,;l, ,(F:,., nn �3� v .. - >.1�. .1. +�i- 's,;G' .1 .i'. 1,. ? ' C:'. i 'h .. 11' , ..N•1','i�, ., , �,,,. .�., ,. ,.. :.' ,.. ..:..� .�:'..`, :.. 'Ct. ,.fi't ,, M1. . ,,, .. .N!i }: u•,.. i., ... .n P ... N .YR(. ,.... ..t,., r. . 'M'• <. , r' ": '. ... . ,. . .... Jti'.'l'1 -9{aJ. / � . I � 31 ,, .�. - , �aw�.....w,.. ✓ w p r may, -,. v. • 0' ,2:.7 a, ...�� ;1 +. „"•"r +� A I . - N,.. • / .. r - j — 1 .• om.....- �.� �.- .� ,���.,..^ r ^• 'K:._ '� • _' y S' y +ry � �' • . ` y • �� ' r l � , � 1 1 f r�'SH;��:i --" ;r ra.�7 ,.iii + 41. ~ • .. � t��I'.. .- ... r ,. ,, • • - _.•w,.r w•••r„J „..,, fir \•r.+r... ,�. ,r,..,.�: a.•; "J -'. r'-' ".. ; . w ......... .. ..... ... .... ....- _.._,.. . ._ . .... .... ........ accomplished in a manner and on microfi - lm which moots thu ,' ..' '' • - '1 .•T ,7 ' . — ti i I 1 t , r I , '.' . . --- r—r_ _ �.. •_._. — _ - ( Thickness of Temporary Surcharge 2.9 feet f Recommended Total Thickness of Fill 6 fee [ (including provision for initial settlement) Average Expected Initial Settlement of 12 to 15 inches 1 - Permanent Fill and Surcharge Surcharge Time Period 53 cat's ' Approximate Secondary Compression 3 inches Over 20 -year Design Life f Similar data for alternative fill heights and surcharge time periods • can be provided upon request. t' , l The hill hold feature and eastern ramp of the southern access road are I planned at grades well above the general site grade, at maximum eleva- i • Lions of +20 and +16, respectively'. It is recommended that the hill ( hold ramp be constructed with a maximum fill thickness of 16 feet, which a ! includes the desired raise in grade of 11 feet, 3.5 to a f eet of sur- i h s :harge, and expected settlements up to 18 inches. because the ratio of surcharge to final fill thickness is smaller in this case, the surcharge i s should be left to place at least three months. In a similar manner, ? that portion of the eastern rainy of the access road should be surcharged i 4 with at least three feet of surcharge for 60 to 90 days with resulting I I settlements on the order of 15 inches. . I 4 (; 4. • U`r<:{.`�1i t,, % , „. ih �j{ ;y+i ,.`r > hti `;. , h) ' f 1 ,u 7 F'i''' •" i f. h�7 4 i i,)' ✓�t " v. . =S.4 r 'S4 � rC',•i r . ay,n: r py :3, n S:' ,, ., " ) ' : f 4• a� ' •,L i , (5 ; '1 tl) Q ; 3 5 ✓ Yyai E •G i i Cff 7 1 •: ... S r S A .; ►• ;r 1, 1 ' y: ri 'rt h' d t. • " � + , 1?i' 1 4,T �^ .t % of 1' ^ • fr . 's ,,� r, r ,. , +' • A'r AS B �i.C c d Vi � ��� { '" I t � ` . k '�'� � ' -�?'t At li ••+:"�, y . Li � ' '�" s, ' ''1 C r; F• q :�csr 1 r rElc v7 � '' "..t.' -x' , { 5•. x �}kti� n � • l�'",t t ;uw a ; ,, 4 .. • a ,1� J • -1 12 I Because the beneficial root mat will be removed during excavation and the f111 depth will be limited in this area, it is recomnended that the ., f excavated surface be.covered with a high excavated to at • ' least elevation +9.5 to provide sufficient thickness of subsequent fill i 1 and to provide.a gradual transition from cut to fill. If the total final pavement and granular fill thickness is two feet, it - • is recommended that the area be temporarily surcharged with an addition. { al two feet of fill for a period of at least one month. Finai deter- minations of when the surcharge can be removed will be based on inter- 1 pretation cf field settlement measurements, as described in Section I.' 4,1.5. M additional eight -inch thickness of fill should be provided to l account for expected settlements during the 30 -day surcharge period. Therefore, by excavating to elevation +9.5, and providing a total of 4.2 • feet of f111, it is estimated that a temporary surcharge thickness of 1 1, two feet plus the pavement section thickness can be removed after ap- proximately one month and about 18 inches of granular fill will i 6.7 ? < i. ^i , • , ia; i yt fir: �, flf � t f v: , t.. , \ I r • APPENDIX A F FIELD EXPLORATIONS I Field explorations during this design phase included a series of six 1 subsurface borings and 15 shallow hand augur holes completed during late t hoye-r•llor and early Le ; e:nl,1,•r, I9U3, Locations r. •. , .,,. • ( -13- 4.1.7 Drainage Ditches ( it Is understood that storm drainage from adjacent property to the south will be transmitted around the east and west edges of the site in tem- { porary open ditches during initial site preparation. During final site 1 preparation, permanent storm drain pipelines will be installed toward • ( the center of the site and the temporary ditches will be filled. The I elevation of the bottom of the ditch near the western property line will reportedly be +2 to +1 and the base of the eastern ditch will be at ap- ; 1 proximately elevation +6. , f Existing drainage ditches up to seven feet deep are currently standing • near - vertical. Because the proposed ditches will be deeper, it is rec- oomended that sideslopes be planned no steeper than 1.5H :1V. The full height of site fill should be held back at least 10 feet from the east - ern edge of the west ditch to avoid an excessive surcharge loading con- ( dition. i i l . It is recommended that the lower surfaces of the sideslope be protected ; against excessive erosion in those areas where the ditch aligrvnent turns t Ap 'r I sharply; A suitable protection for low flows would consist of a one foot layer of material commonly known as quarry spells with a gradation l ( similar to that listed below: 1 t ( U.S. Standard Percent Passing, f Ii Sieve Size by Dry steloht ` ( (` f 6 inch 100 f; 3 inch 60 - 100 2 inch 45 - 100 ft Li 1 -1/2 inch 35 - 90 3/4 inch 10 - 70 r 3/8 inch 0 45 Ho. 4 0 • 25 I , Ho. 10 0 - 10 1 I . eon■.,.+ Consultants. NC. , I r A -2 i The locations of our explorations were determined by taping to survey I grid stakes, Ground elevations at the exploration locations were inter- polated iron the project topography map, A series of 15 hand auger probes was completed in May 1983 during the predesign investigation. I However, the locations of the probes are questionable because a stir survey was not available at that time. 1he Iuy•, fur these holes are not included in this report but are available to u,r 111.•,, f 1' S. INSPECTION 1 21 li 6. LIMITATIONS 2 t ` con..... con../ww. Y+c. t • . [' - 14 - 1 4.2 Buried Ut111ties • ) ` It is anticipated that most smaller buried utility lines will be within the imported granular fill, above approximately elevation +6. In this • case, the remaining fill in the bottom of the trench is expected to pro- vide adequate foundation support for the pipe. Excavated site fill may 1 be reused as trench backfill and should be compacted In a manner con- sistent with adjacent fill, i.e., 90 percent compaction in eight -inch ■ lifts to within one foot of the subgrade surface and 95 percent compac- ( Lion in the upper foot of backfill. 51to f111 may in too Eodrst' to ine in Oi:?A1ng eng 1nitIt1 Wtrfill around flexible pines. in this case, it is recommended that the sand or 1 (. sand and fine gravel mixture described below be provided beneath the pipe to a depth of 25 percent of the pipe inside Diameter, along the sides of the pipe, and over the pipe to a depth of six inches: , i U.S. Standard Percent Passing, i Sieve Size by Dry 1 leioht i I I 3/4 inch 100 3/8 inch 70 - 100 i ho. 4 55 - 100 � I f 1 ho. 10 35 - 95 I !b. 20 20 - 8U 1! ho. 40 10 - 55 . ho. 100 0 - 10 } No . 200 0 - 5 1 Sand Equivalent: 35 minimum ' t 1 s i It appears that the foundation for larger to drain pipes will be lo- • cated beneath the granular site fill in natural organic silt. In this I 1; r eilVI 4kv E iiii pill ElF88981y RVI1 18 NE 1901 Ni i6Yii It inches and be replaced with clean sand and gravel such as the imported i l site fill or crushed rock. L Co Conwlunts. Inc. 1 i n.. I • / ., ' : t ••1.w..1.11/21/89 , _SUA AAR Y: BORING NO. 1 w« Approx. 6.7 I df a , 0 4 'd e .0,0 NMM - 1.... M.W IM .... N1N...1«. ,...r '...r.. .. ..'..� O 4...._ d' m{KnnT10M 1,wml .004, cM.N.,.rc, iy 4. . :6 -1C 1 /18'C GO 63 CLAYEY SILT; brown, with organics aN w et so 5 — , 01 • • • • • • I I , ca,.«» cai, rt. • 1. - 15- 1 Trench shoring is expected to be necessary to maintain excavations which extend into soft; underlying natural soils. Groundwater seepage into trenches is also expected. Where static groundwater levels are more than about four feet above the base of the trench in granular soils, { water levels should be lowered below the trencn bottom with wells or wellpolnts to avoid heaving or 'boiling' pipe foundation materials, In any case, the contractor 1s responsible for safety conditions associated with the underground installations. [ 4.3 Pavement Support • Provided the preceding grading recommendations are accomplished, the final subgrade is expected to be a dense, unyielding surface of clean, i (• well - graded sand and gravel which has been recompacted to at least 95 percent of the ASTM D -1557 maximum dry density. This type of subgrade 1 will provide excellent support for surface pavement. In design of flexible pavements, It is recoornended that the subgrade be assumed to have a California Bearing Ratio (C8R) of 6U percent or a Washington (• `R- value` of 55. Similarly, a modulus of subgrade reaction (k) of 500 pounds per. square inch per inch of deflection may be assumed for design I 1i of rigid pavements. j If crushed base is placed as a surface on which to pave, the gradation of this material should meet the requirements for `crushed surfacing - top course and keystone` in Section 9- 03.9(3) of the Standard Specifi- cations for 1980 Road and Bridge Construction prepared by the Washington ' I ti State Department of Transportation. '. t 4.4 Structure Foundations 4.4.1 General U Due to the compressible nature of natural fine- grained soils beneath the l • 'i site, conventional spread footing foundations based In the site fill would experience significant settlements even with the benefit of a gen- ( eral site surcharge described in Section 4.1.5. For example. it Is I jj Convene coo.Www. .. '' 1 olrl w.au.. SUMMARY: BORING NO.1 (cont.) 111.1■a00. H b..u, . HI Of 1.1 ..,,I M Irl w.•., ,., dl \ + .� , �. S �I 4 WMOW ».,.. ».,r.,i„ ».M .1,,.,I.r,y.l • Y ♦ J' O l .. 0‘114✓110N l •PIiW (,0.1!11 INC 5' SAND; block, fine to medium, SP medium - some silt dense I 10A 1 38 1 CLAYEY SILT; gray (•lest very 0 , «... �-... .............w. -« ,•.,...+.vr...w...YUwsr + l vlhlke'... * .. .................... J... ............«.....- .,..«....... . l ! L t Cannon Cona.AUn4. inc. ' ' , t -16- . • voaorLt.. /23/83 SUMMARY: BORING NO. 2 a, Approx. 6,6 1 ` ' y� . M_.., •row. o.• •, t-. tr... .0.6 •.. .— •• .w ,... 0•h,r, Q i , 4' �' o �r rr .a►C+wnow m•wa rw,Iw co,a io ' 6 1 CLAYEY SILT; brown, with organics II wet I 1 Q. so 1C '1 '2 C 63 61 thin sand layer at depth 4.5' 5 3 r , ' b•,rwr.. Con MJN.W tnG �' -17- 1 4.4.3 Spread Footings { As indicated above, the thickness of preload and settlement estimates were calculated on the basis of a maximum allowable bearing pressure of f four kips per square foot. The vertical separation between the bottom of footings and the top of compressible silt should be maximized to ( limit settlements. For the settlement estimate of 3/4 to 1 -1/2 inches 1 given above, it was assumed that the base of footing was at elevation +9 1 (three feet of burial below floor) and top of silt was at elevation +5 so that at least four feet of granular fill material is available to spread foundation loads prior to influencing the compressible silt. Lateral foundation loads will be resisted by base friction and passive 1. 1. ( soil resistance. It is recomwended that the friction coefficient be 1 taken as 0.5 for poured -in -place concrete and that the passive resis- 1 i i tance be assumed as 250 psf per foot of depth, ! 1 4.4.4 Pile Foundations t 11.. l I An alternative foundation system to preload and shallow spread footings ; involves the use of deep members which would derive support from dense soils below ccinpressible zones. Since the water table is high, it 1s i 1! our opinion that driven piles are the more appropriate of deep founda- Lion alternatives. For the light to moderate loads expected for the 1 1 proposed buildings, relatively short timber piles driven into the Duwam- ; l l ish sands are considered more economical than deep, high capacity piles i 1 driven through the sand and lower clay into underlying Pleistocene de- 1. posits. i Li Based on our borings, it appears that the upper 15 to 20 feet of the Duwamish sand is loose to medium dense and the density increases to very U dense at depths of about 17 to 28 feet below the existing ground surface (elevation -10 to -20). ti : t ii li t Coos.. can.:.t.nt. Inc. • • I i SUMMARY: BORING NO. 2 (Cont r �`� :� ' . 44 . .•.00.. ..•». ..4 ••••• .000 «._ ..•- .....• . -.. ,'.•' : , , . • , ° +�•t r . ...••. r . », 44 ..... «: :.., , x..`;004440 'r )” / o . f aa wrno« � J . 45 .rwa .041111...t co:•.■.r..er 1 CLAYEY SILT; 1lght gray 111/1 wet very ..40 soft - I0' 0/1:' . 50 . ;-45 11 M post 31 94 . . i L i C CalmM Ma, bb , -18- ; Timber piles should meet the quality requirements of ASTM D -25 and should be pressure- treated in accordance with the requirements of AWPA ( Standard C3. It is recommended that piles be considered end bearing ( inches, Piles should be banded near the tip and butt to help protect against brooming. . ( I It 1s suggested, for cost estimating purposes, that the average tip e1e- r vatlon be taken as -20 feet. It is very important that piles not be driven beyond elevation -23 without review by the geotechnical engineer because at this elevation the pile capacity may be reduced due to the i ( proxi•ity of the underlying soft clay. { i 1 Based on static soil strengths, it is estimated that individual timber 1 piles can safely support compressive loads of 30 tons per pile when j ' driven two feet into very dense sand. This desiyn value includes an �' allowance of four tons downdrag load per pile due to subsidence of upper 4 fill and organic silt. Settlements of pile foundations are expected to `� be on the order of 1/2 inch during the first year after construction, I but the building will experience approximately three inches of gradual C ' subsidence over the 20 -year design life of the structure (in a similar manner to the general site subsidence) due to ongoing secondary compres- (, sion of the clay deposit byneath the piles. I 1 ' Lateral loads on piles will be resisted primarily by the granular site fill. For displacements consistent with acceptable building performance -- estimated as 1/2 inch at the base of the pile cap -- safe working 1 1. lateral resistances should be taken as 2.5 kips with deflection and mo- went curves as shown on Figure 2. Lateral loads will also be resisted ■ , by passive soil resistance against the sides of pile caps but no frtc- tional resistance should be assumed along the base of caps and floor ■ 1 slabs because the fill surface is expected to settle away from these s surfaces. with time. 1 . 1 ' I Can...* Can M..IA.,4, Inc. " ' .) alliellIatallY VI PAIL P.uAP 11/28/83 SUMMARY; BORING NO, 3 0 ,, Approx. 6.5 ll Of I/ ♦ • fff ''.# . Y �` 0 � ��•1d 4. PCK.,V110M Af YA4l Y0 4' - SANDY SILT; brown, with organics ML wet medium 3 stiff 5 , 5 C 62 61 ,A 1 . , 1 „ ^ f ..,�,.,. „ter,.. _... __ ..... . .... ....... .. ........... -. - stir uuNaufisn' ictYEr "wrilth nas been Chnnnei {zed to the north. Upper soil s 1,, observed in our explorations consisted of lnterlayered organic s Ht, • , • I peat, sandy silt, silty clay, and sand which appear to be backwater and • I l l Conn" Con...i.nu, Inc, • P • 6 kips V el. r12 DEf1,EC110NN Ow) P • 2.5 kips . ° p ,1 " • .. 3 ~ � -0.1 0 0.1 0.2 0.3 0.4 0.5 0.6 -100 0 0 6' 11" diameter butt Sand b gravel fill , (Fixed tiead Condition) k • 200 poi ""X'-' Y • .075 poi , Organic silt k • 30 pct 8' 100 I 100 T' • .02 poi. . z , Treated Timber Pile _ E•1.5x10 psi a « a L. w I.719 to 201 in. 0 0 4 200 La 200 • a w a. 0 ' Sand k•90pcl . T' ° .035 pct 18' , • • 300 300 • 8" diameter tip - --- t _ , •. ASSUMED CONFIGURATION PILE DEFLECTION P - 2500 LBS. FIXED HEAD PILE LATERAL PILE PROPOSED SOUTH BASE ANNE King County, Washington for Arthur M. James - Engineers, 1 !<v Converse Conuultalnts ; ;.., .. OM 1".11.1,110 SUMW■RY: BORING N0,3 (Cont.) ul.u.o. awe . 1........h., W.. IM ..•184. M 1.x. .1... .40 W M .•.... l� /.�� •.. � .ww.M....w.Mw.w.w. NM1.MI. M............1 ..,.•,•• /�� , j ,�� ..... 11 .ww.M..4 ...N1.w ..w• •• a, 4 S. , J', d� d r f �wra°' 11 1.414$11...l co....r,.c. 4,,� 40 SAND; black, fine SP wet very ,35 dense % 9A 2/18 45 CLAYEY SILT; light gray Hti wet very Soft •4 - tIl push C 4? 79 Corm..• dononnanDt, Y.c. 10N (IN) 03 04 05 , O6 <r' P.2500 LBS. v {'.orka PILE DEPTH (IN) —160 -t;u 0 100 200 300 MOMENT (LBS —IN) (Tnouuands) —a0 —40 0 40 BO INN PILE MOMENT P■2500 LBS. fMXED HEAD ME LATERAL PILE RESISTANCE �rq hgw.t /w, PROPOSED SOUTH BASE ANNEX King County, Washington for Arthur M. Jamos — Englneors, Inc. Converse Consultants k� cn ■ APR 1984 83- 5123-02 n.P..44 a JM ► oY • 1.0 `'``" °j DER 4""" DER 2 11111111, D•u I1* $D 11/29/83 .. •�� , «..i toot H •.,... . •' 64. a "' D 4 «,d f . , rW ►Gr•.1n 11•WO• YMI T11M CO.f•I0C1 F•y aiSSIM6I SUMMARY: BORING NO. 4 anwsannewannail t1.4,'N44. Approx. 6.5 5 lA 1/1 23 SILTY PEAT; dark Drown Yt wet very soft 6 estimated to "be' approz {aaNly one foot thick. . , 1 ` f I L c«...r'. conwVna. Inc. ` 50 ' 14/6 45 1 .11 f• 12 42 with organics • . t t taHNlu Cooldll ill; Mt. ' • oat, o.u,o,11 /30/8 SUMMARY: BORING NO. 5 ,i•Ir.t o, Approx. 6.6 M........www...« NON ...Iw..w.l.....y sot ....« • .- ,... ( 1 `r, V 9 1� o a►cwvrau l I. nol/iw/ to.s.lil.cr 4Y 1 SAMDT SILT; gray - brown, with thin F IL 23 IA ' 9/1 c 89 43 peat layers, little gravel wet soft ' 5 I brown, organic silt 1 25 . 2A ' 34 23 94 10 50/." SAFf0; black, fine l;P Met very . dense 5 -21- 5. IKSPECTIOM It is likely that variations in soil conditions will be encountered dur- ing construction of this project. In order to permit correlation be- tween preliminary soil data and the actual soil conditions encountered technical engineer be retained to perform construction review during the excavation and foundation phases of the work. Site {,reparation, removal I of unsuitable soils, importing of granular fills, till placement, and } installation of foundation piling should be observed and tested by a representative of the,project geotechnical engineer. t I• f' 1 , • 1 11 { t ( _ 1. E�' . � ?�'�.. . n • ..., .. .. .;t ^ �,.... d nl'l Yj', �tc '�,ih' !' r.r�trwau► SUMMARY: BORING N0,5 (Cont.) ,,,r.,a+ • 1 4 44r • µ .w.. M.M W...... 1.1.41 •ti ,. N •.- • ~• r ..:....; NK>r,ar nww rw,rw� cowN „,Kr I as - • CLAYEY SILT; gray M11 wet stiff 1014 1/18 _ -40 f �t SANDY SILT; dark gray wet very ' 38 ML soft , 50'- 1 : -45 1. Ili? 1/18' 57 55 - CLAYEY SILT; dark gray, trace sand Mil mot very t F' ' I -22- 6. LIMITATIOPI5 The findings and recommendations of this report were prepared to accor- dance with generally accepted professional engineering principles and • 4 practice. There is no other warranty, either express or implied. The conclusions In this report arl teased on the results of the field explorations and laboratory testing, combined with an interpolation of i soil conditions between boring locations. if cnditions are encountered during construction that appear to be different from tr,c..e described • r herein, this office should be notified so that we may ouserve the condi- tions and confirm or modify our recommendations, r f 1 i , 1 } '•_.�.e.., .. ol.^'. ..: f::•: x!;,;t.,.:�•t::i' +;1'.,. "<{;;: { IPA — — B — o.+.wu.0.12 /2/83 1 y� SUMMARY: BORING NO. 6 w, Approx. 7.5 1 /` . `, p y ` .`,,�, �,`_; �` Y..w/ W •.ti «, I+I ».t N«.. «. .» .., 1....1 ., ,.•1 •. » WN . 1 F �. w.. IM. 1.« NMIM. I «I.«11 ", ,,. .+....I , ..N »,.. 1.«• ITWO, ro W.u.l.wer 0 b : 11 -7 SMDT SILT; brown, with organics fit Net nedium - stiff - IC 2/1." 54 5 1 layer of sand with some silt at 4.5 medium t 8 dense 2C 30 05 30 94 10 50/ " SAflD; brown, fine, with some silt, ;N ,':t very - y i with trace roots 1 dense 1 1 TYPICAL SETTLEMENT PLATFORM DETAIL 1 . . I PROPOSED SOUTH BASE ANNEX r.o,.[,,.. I King County, Washington 83- 5123 -02 �� for Arthur H. James - Engineers, Inc. . ,, 6..1.ChMCd Lnpv...nnq r © Convers Consultants r...., 47.4d ica.ne.. 1 74 wr , — f .a 1 / , 11{�J ' ,� j ^ HA = 11. 0... I T 4 ' , i. ,' ...-/ � ' HILL e['\� �:: / • • • TRAJNIMO�' r COURSE ■. r l� / / I, ; ;\l� 1 (' Y nt. / � . _ 1' \'+'�:tip v. . 1 '\ , \ / HA-101 t• . • I -% 1'1 • - ' r U. \ .0./.....- , - 'OPERA J TRANSIT • i., - \ ..�' / •`MAINTENANCE . TRAWWO. A 'tr \ • +;o j 1 1 / • •f •l •, % •. _ , . •, ` I / B -2 HA -103• N .% HA-10fl _ l V . 1' . (W e -1 f t ' `.1 • [ I % 4 i � r� 1".• 1 t e�1 t�ylki • 4 ..., . ■ 1 4 , t .......... t ry .* 1 1 1. I t � ' 1, I O JW / „---- t� y 1 . N ,. I ACCES ..--- = % % ,10 y• REFERENCE: Untitled site survey, undated by Pool Engineering, 1;' SITE AND EXPLORATION PLAN 1..• > . .-- 1' -100' "'a se 1.• , PROPOSED SOUTH BASE ANNEX 83- 6123 -02 }:• King County, Washington ° iw JAN 1984 0-- for Arthur M. James — Engineers, Inc. It.pag.0 by JM 0.. , I. ,r . wa.ay.c• tpw.my CI.cw o, :. DER 1 "il Converse Consultants .Ar. '-9—' D ER . . ,�...a .:I..,. .. •T.r .. i... r. ..,r Lr ... .. . ✓• . 1 • • I NA -101 N 2358, E 1666 Elev. 6,7 • . .. b 'design of the general site grade areas: . , • Desired Final Grade elevation +11 ' i Existing Ground SUrface elevatton +7 1 I. , 1 V Consvelb.s Consultnts. inc. ',.. ■ 4•Minniinieffain! ASIONIMMUIRMISIMOOY II: .••• 1 •••• 0 • .... .......,.. -,- ; .....2 ..,..... .1"...,.. Y .........t. ... it,,r• ' . I 1.10•••• row... , ........ ..:....e.;.......:13.....b...s.:_„ ......... .... ... . .tc,..4,: k,,, 11 .. / d / •••••• rg.■ P i.' 4.. .... .."..":* A 0 ., .. ..,.. _ .,„ c--s- 5. - - - ir !- 4 "- -2 :: 1 ;•*--i '., - ,- „ A .,...T.yr.'..''.-•-> ' ,' --- % / _.. , ot.t,-74,-, v-fy.....,::--- _ _ .17....-;:' ,.' . . , . s. '' , --- _ -; • ;. ;,„- ,..--,. __ ..- , , i ... --- ....• ... . , , ,_ ,,,,......„........ , , ,,- 1 , ,..„--.., / , ,, , , 1 , „,, ..--" ,.....,-., , ,...,- . el' ..... '"" ■ „I' TRAINING ., COURSE I .., i 1 \ A / ,1 1 II ... , , , ....• e 1 .-.7." e• ‘ 1 , , 1 / ''' / • \ ..."' t' / .. / HA-106 / 4 4...4 ,..-- _ ,--' 1 / . ,zt i • _ , _ . ., , ,.. - .. .....11A .. • ...' ( • r .:.... r / ' „... I % ‘ % 1 ■ ..( I I f I 1 .111 -.........„,.... ..........--- ...,...... , 1... ....._, ___ e ........... .........._ , „ I .__ ..___ 14A-102 • \ \ \ 1 0, VI 1 • j ; FACILITIES i ro..... ..,.. . ‘ 45. ,,... ' ..... . ‘‘ A4Aliroottocr g ,, .., ‘ 1 1 I „ 4i i 1 .1 p D-6÷ . . . ,„„, ,. r • , •1 ') ,,,/ ,, - . OPERATION Il \ ..11 / • ' MAINTENANCE 1 : \ k z ‘t, , i1 I f il 1 1 1 HANta HA-too , _ • • 1 \ ■ , I t ... I I I 1, 1 \ ,-'1, -.... ,.... ( , \ )1 • \ I f ) ■ ) \ ‘ ‘ , 11. 1 , IV A t g 01-0 1 i ,,, // 1.t,k-103 • I \".1 1 . / ....; fer B-2 .,„.. .. . ,.. ii ., .. ., ,,\,......\* ,,■,,\ *....\: \s ‘ . ,, ,,..: \ \ * . s HA s1/4 -1 1 4 .1-' ' li t .. r ..1,., ., It ‘ \ 11 11\ \ i , \\ i l l irl ; --....."'" 1.1.1 ` i y,' : ' • )••:\ ` ..\ \ , s e ... / , • .,, / //// \ It O 1 ' /" ' > \.) `) ',q:;.• / . • .• .' . •••••0 ••, *: ....' ) y . 0 0 . t / ';') ••• >...,. / s. * / . 1 1 1 i 1 - -. • -,........ ..** ' 4, / . — 0. WO, `„ ‘'s C'i ? ...., 1,....• /.... 0-4 , \ / I s• / r i S I I 1 • AI 1 \ ‘. \ % 1 , , / FUEL .). Go I 1 t I i ' ,,,,o•-• • • ' . • ....• 11111 \ 1 \ \ 1111 . .• 4 • r i ACCESS .:. -.-..x. 1 \ \ I , 1 i ,.....4.14-- 1111 , 1 1 ) 1 1 1 1 1 ti ' of ..I p.s.•Assetwo0 LEGEND: Sm. . • 71C 1 k 1 I 11' ! 4 t 1 1 it -." Id REFERENCE: Untitled site survey, undat B-1 4 Boring location SITE AND EXPL --- 777717;77777377M72 HA-102 • Hand auger location King County, Washington for Arthur M. James - Engineers, , • J • @ Converse . . . '.,;'" -.■'" • , 1 / 0411 0.1.1.t.) SUMMARY: BORING NO.6 (con t . ) 444444 NA '44 st.....14 1166 .... Of 1.11.••6 4 i' • . .s . 9 . JO ....• .... •■ ,., aaaaaa 11••••••• .:1 „ 4. ... „, .. ' 4, 0"t" 0 e ,,,,, .6.... • t• 4. 11414..T I 1..0, 40 1.010,11..1 CO.$4111*C■ ( 1) .. f ..... SA _..... ND; brown, fine, with some silt, SP very with trace rnnts dense -35 I ‘Vot 9A 6 io SII T. nrAs. witk •....,, ....... . tom.... Cunwwnu. Inc A -2 The locations of our explorations were determined by taping to survey 1. grid stakes. Ground elevations at the exploration locations were inter- polated from the project topography map. A series of 15 hand auger probes was completed in May 1983 during the predesign investigation. However, the locations of the probes are questionable because a site survey was not available at that time. The logs for these holes are not included in this report but are available in ol.r files. Soils were classified in general accordance with the unified call c1es- siflcation System as described on the enclosed key to so11 symbols and terms. Those soil samples not completely used for testing have been stored in our laboratory and are available for examination should it be desired. Due to the elapsed time since they were secured, changes in moisture content and appearance of the samples have occurred. I 7 I,• } l 1 ,:r. •r , > -fit `p.:r�� ' r AA-107 H 2225, f 730 Elev. 7.n • c &ted beneath ' the granul "eT ". Re`tlil "in naturai'`orydn+c s i t ;" in tni4 1 case, the wet silt will probably need to be overeecavated at least 12 inches and be replaced with clean sand and gravel such as the imported site fill or crushed rock. • • .., . .• � • �,• • HA -108 N 2358, E 1740 Flev, 6.7 Depth Elev. Description , 0.0 - 2.7 6.1 - 4.0 brown SILT; very soft, wet grades with Increasing twat Content . Y., Jt ruc Lur e ruub,.ct tuns • t 4.4.1 General Due to the compressible nature of natural fine- grained soils beneath the I L • site, conventional spread footing foundations based in the site fill i would experience significant settlements even with the benefit of a gen- ( L eral site surcharge described in Section 4.1.5. For example, it is t L ce1.»... • G+n.utLMw inc. i • ; I iNZNISIXXIMIr 1111111111111111111011111111a • • • - , ' 04 ConwlUnU. Inc l .,,ae..uo 11/23/83 �.I /y SUtv*AARY: BORING NO. 2 .o. Approx. 6.6 ., I : e 4 . ' 'Z.....7.7::::"......" V•u.w,... M : . ,.... ' r1,.1. r. ♦ V� �� r P 4 ' . d y 4' r A ea T erase' Y0,111,.,/ COt1111FYt1 CLAYEY SILT; brown, with organics I -011 wet 1 : 1 OL soft 1C 2 C 63 61 thin sand layer at depth 4.5' 5 3 l I 10 2C ., 22 DS 25 97 i 10 134 SAND; black, fine to medltra 5P wet dense -5 i 3A 5 fine, with little silt medium dense 15 . I 7 10 ( ` 4A 15 g;i to very fine, trace dense [i 20 40 ' I -15 18 i L 5A : ., 12 25 129 [ -20 t . 11 ` f 6A 25 1 ( l 30 123 - i • : -25 1 i. t 7A 15 increasing tilt content - very 35 36 dense - 1 = -30 f 8A • 10 medium - 15 dense I L 40 - i 5 _-35 i 1 i 9A • 13 - 10 CLAYEY SILT; light gray MH wet soft ••.r....-..... (Continued) j " "`"' • s' ol, Y1.t ...a.. C. i•IN' 0.11. 1 t•I /1 .w '• .« wMYY.. rw • .....e. C • Dt • 1 w.., b �10.000,00.4 wr w D. t•I /$' Oh NO N...1..nM.. It....p. owl .....MN • • WO. .... 1 • 14..1.1.I • •••••■■•, w..■•.1 . M I PROPOSED SOUTH BASE AMEX r,..., �.. e. .. .... ne.D... I. King County, Washington 83- 5123 -02 S for Arthur M. James - Engineers, Inc. a.•w w, ® Converse Consultants� .."°M "" A -2 I - ' ' ,, , ;^ , 1 Imam ' • I HA -112 H 2400, E 540 Elev. 10.5 haplh Hey, Description 0.0 - 0.4 10.5 - 10.1 brown, sandy SILT; soft, moist 0.4 - 1.8 10.1 - 8.7 gray brown, very fine, sandy Sill, scattered organ- ics; soft, very moist 1',..1 •• „il . clad, i I 1 HA-114 H 2200, E 635 Elev. 7.8 I Depth Elev, Description I 0.0 - 1.2 7.8 - 6.6 brown, fine, sandy SILT, trace roots; very soft, wet 1.2 - 1.8 6.6 - 6.0 gray SILT, trace sand; ..oft , w't 1.8 - 3.H 6.0 - 4,0 gray, silty SAND, I..0..•'. IA Id:;aulcs; loose, wet • Clonal resistance should be assumed along the base of caps and floor • I Blahs because the fill surface is expected to settle away from these J • ' surfaces with time. • I i Con..,,* ron,J111n1,, Inc. ■ ■ I > :, 1 f ..I, r..auo. /28/8J � - r •� ' .. SIJMMARY:BORING NO. 3 ,1.I•, Approx. 6.5 ,, f f M.... ■•w..W. N1 ,I.1, 11,1411 N11M.11.. •11 .....11. i'..r l.�•1 �,// l YJ aI t � ` � 1O •'lam «I.N IS' III N111.111.1. 1YII.I..l1•.+.; . ; #. O J } - d � TTT ��� I 1111 1101. YO,ITUI[ +'� C0M{I{TI.C, �.� . �.� ( C 4 . -LJ - MO 3 SAY SILT; brown, with organics MI wet medium - 1C 3 C 62 61 stiff - 5 - 5 - :0 - is 6 - i '2C S 6 26 99 ' - . i 10 - 7 - . SAM); black, fine Sp wet loose :.5 • 1 " 5 - 3A 13 dense 15 - 37 2' layer of sandy silt at depth 15' I „-10 10 - 1• - 4A II 6 6• layer of sandy silt at 18.5' median 1. 20 - 13 dense x-15 r 1{g113 - SA ®21 very 25 - 40 • dense - 11 : -20 4 " d 21 - I - 6A 50 /C' - 30 - " - 25 1 " V 24 - ' "7AM 17 '• ' ( 35 " 50 /f' - i 18 -30 '8A + 1L 50 /f" (Continued) i 40 r 1 • .. S •.+.•w... ,....w 1.•.1...•...•1 • S 0.0.... N.« •..1 ..1 C. I.1 L. 1. 0.•. 111.1/ 1 ' M Wn ...ww M w .. 11• .. C • ..•, - .•1.... t 0 psis. 0 0../N ►w..1 sore•.. S. .w• .M I......./ • • MI•• •4., r • 0.....•.. I • M..•....I1 11'.1.x.1.1 w PROPOSED SOUTH BASE ANNEX '+o'''° I King County, Washington 83- 5123.02 for Arthur M. James - Engineers, Inc. DI•..n I o. • 1 e Converse Consultants A -3 ; \ • ` , : : .. L LATERAL i PROPOSED SCJTH BAS; L King Courtly, Wa him 2 for Arthur M. J :moa - . ,. 1- 1 a Converse Consultants • L 1 I 1 ..11 ........ SUMMARY; BORING No. (Cont•) / .,.., w , 1 I { O �,,, te e 0,OC.(1{� ' •!M.N. 1.04. h./ CO.111 MOGI' 4. SO I - 5A141; black, fine SP wet very ...... dense - -9A 11 2/18' - 45 — CLAYEY SILT; light gray HN we very - 1 soft - -4 -10 $ push C 42 79 50 - _ - -11 /push to dark gray in color stiff 55— • I' " - 5 ( -112 I push C 42 77 light gray - E' 60 _ - -5. 1 : -13 1 push - 65 ."' • SILTY SANG; gray, fine to coarse, Slt wet very — -6 1 �' - dense - I -14Z' 90/6' l; 70 - SS - 6' 4 f� - 5g4 $0/6" greenish -gray, fine to medium, 75 — 50/6" little gravel, thinly laminated - with green, medium sand -71 - grades coarser with increasing I gravel I "16A 67/6r - I 80 Bottom of boring at depth 78.5' Groundwater encountered at surfsr.e I •■ .,IM 4.4 • .. !• .rM•.►M. I...M. ..•......... ••• I II 1' 0.D ft.... ../.4 C. Y1,. 02. 11.1 /I W. • . .• 1..1.... C........MM.1: D/ •M. I.. . 0. I•I M O. 00•1 0.001 M.W. 1. brae. ►Nmow/ • • pow ..s. I • WM.I•• f...... I I..rw.lw W PROPOSED SOUTH BASE ANNEX "°"" w. King County, Washington 83- 5123 -02 I: for Arthur M. James - Engineers, Inc. Ou.up Mo . 1 @ Converse Consultants A -3 (coNT.) 1 ? . . I . I APPENDIX 8 1 LABORATORY TESTING I Representative soil samples were subjected to various IdDDrotory tests to determine rnlini. rinn nrnn..r■1,.• T ^^ I• • tf'' LATERAL PILE RESISTANCE � f „ .. 0000 kw ..p. � r °.�; PROPOSED SOUTH H BASE ANNEX — ;.; King County Washington 67" APR 1084 83 5123 •:•• •r.`, f or in A M. Ja e — Enginoors, Inc. I.r:,. JM Pg., : • %1'{ . i rf c •«.w., DER 2 el Consultants °.«„"""""°.. �..v w �, V.P ED Converse i„.,,,,,,,,,,,,,„ DER , tloq lit > i ...... . .. 0 .. .... ... .. ..• .... . .. .. .. . . . ... spe.all.foC ran ..uta 11/29/83 i 1M EIYMMAAY: BORING N©: 4 ... 11lu1,r•- AbbFHit 81S " CV S4 .01.11. ;o..∎�61.• .000 . ♦ o ... ): y 1 44. , f. 4 . . �:d d aut...now a.1..0. .artw.. co.u.r.1.c, S.• • 6 SILTY PEAT; dark brown pt wet very soft ! 1A 1/1E" 2 , 5 t i 7 i I 2A' 13 I 10 19 SAND; dark gray, fine to medium, SP wet dense trace silt, occasional lens of peat -5 7 3A 14 15 I 18 trace wood fibers 10 • 13 ' • I 4A 1 25 very I 20 1 27 dense f 15 I f 1 5A 1/12" 18' peat layer at depth 22' soft i 25 15 ; 1 11 very 20 { ' dense 1 Ii 6A 28 30 55/E• CLAYEY SILT; gray .,sH wet S oft 25 I t SAW); dark gray, fine to medium, SP ` 7A' 18 interbedded with clayey silt wet very 35 50/t • dense 1 I -30 18 8A I 58 /c• 1 40 -35 I i 17/ 9A '• 18" 40 SANDY SILT dark gray ;qt wet ..a. • .. ..�... « .«,,.., (Continued) row.. «.. VI 4t- 0A. ,...•... ....... O.►•.1.' OA. .f- .1it'.r '• . ..a« .. «w..n II. « 'ear, l 4 f•. 1 f' Oa. opal N.. . i... ►..P.. ..es.....ww r/ n 0• ...• ... Y• 10....r...•....... ......wW PROPOSED SOUTH BASE ANNEX . King County, Washington ••. 83 5123 - 02 4 j for Arthur M. James - Engineers, Inc. 1 I, - Converse Consultants:. A -4 , . •0000.• .......:.• 0000. 0000. LOAD IN KIPS PER .0UARE FOOS 0 0.1 0.3 0.3 0.3 IA 7 3 4 S 10 70 30 IO ••• .1"..'.r...ww �'+` . •••••--. , ... ..... —. 1 � . ?,11 » .....47F „ , ' iii :7::‘""1::":-..- : (( .:1 : :: • 2 ,.w...w. w�..rwr . : 1 ... • � : 1 • .1 • 5 E ..- -" 2 ,• .. �.. -_ . r te , • Y _...... • i • • i I c.•...... Co.,w,...1,. Inc. } - , ' , _ 444.., °.u0µ110. SUMMARY: BORING NO.4 (Cont.) m1,41.0. r 4 4 r 4 0, . d ,4 � M•M. .W...w rw ,... . «4444., �...+•. •, 4 444 r. ` ~.»•. 604 444.• 9‘4,‘ ,' �,r 4 ti o 1 u►u+►rw. 1/1 .a ra ►1wt co �) 45 t grades finer to: r ^ -40 f 10 5/1' 53 CLAYEY SILT; dark gray Vri wet stiff • 50 14/• ., �-45 1 . 11 12 42 with organics I 55 4• --50 C`. 1 ) , 121 3 52 60 8 ` SILTY SAND; dirk gray, fine to S4 tnedluln -55 medium, with trace gravel and wet dense - 13 1/12 shell fragments 65 14/. Z-60 1 I 70 14 50/ / dense - I ^-65 24 �) 15 28 18 75 42 CLAYEY SILT; mottled gray - brown, HH hard with some gravel :--70 4 I _ . 1� 16 46 21 BO 50/ SILTY SAND; gray, fine to medium 5K wet very 1 ,1 very dense .75 17 66/: 18 to very fine moist - 1' 85 Bottom of boring at depth 83.5' Groundwater encountered at surface ! •«« ..•.1 • °. r .. S- .........M. Y........ w . 0. r 0 1.«.•..4444.. C • 4. c.. I-114' ° 1. . 1. 111• N. ••° •..14.44... C•.....Mw. 01..... W... i 0. 4•1/0'0o. onreil ► orelma.1.0* 1• Mio.N 40.1 ••••••• • • •. MK i • •6•••. r • w........, PROPOSED SOUTH BASE AMEX 1nj4M. 1 King County, Washington 83- 5123 -02 for Arthur M. James - En3ineers, Inc. • L a.•w ,.4. , Converse Consultants :.. "` A -4 (CONT.) �� imam L OAD IN KIPS PER SQUARE FOOT D 0.1 12 13 0.3 1.0 T 3 4 4 10 =0 10 AO I ~sl ea.N M NMi w .ri M. M.�rw.4.. ... :l. ` .. ' •a: . . 1 .. _~ •4444 . ............4 ............4 ��•, .v r1» ... ~ 1, I ;.:»•• 1 .41. u, �Li: t q: j�is ..... : :. � ^ : . I :�, „ ~ ..' !. . i- • - . ::: :i w= 3 ..�..............•........... » ... :_.. _ - • ... .. ... ' .... 4444. 4 ..............1= -- -«-� -. :i — . _.. - . 4.. 4 44 . • .. . , 5 . w i • r.r. Con. Con wluu Inc. c. ` ll 1 1 ® Converse COnsuItan4s "«..`"«""° A - (CONY.) \ ' 1, Apannommorommils ` LOAD IN KIPS PCR SOVARL FOOT 0.1 0.2 0.7 O:$ 1.0 T S s 3 10 JO 70 r0 • D .P • MUM* »:r te ■r. ;. .1..r- ..'. . ..............=. - ::: re.... .I:'• _ : 1.::7.1.7.. :: �......•= r_: • 1 2 ^.-..«: , :. :»1" —4477 .» ! : :{:......_... ^: t • 3 t'.:., ^ � ^} .. ' �,, ::f - '• . ; - - • - _ .7.t= • • f ;i ( I • CaT«r>A CantWUnU. AK. ,\` '{� :67 '1'ri:( .- ' � . • ,, wnuo. 12/2/83 SUMMARY: BORING NO. 6 tuv,.+aw APProx . 7 .5 + '4'. d J j oe 4� '4 p + d . {. w«.� w • � � r.• w w.. . • �. • N....... ... »... ...... w «■■•••. � . 4 1 i o +`+ d a •c,..Twr =.w rasa., co.14111•c. " Q• -7 - SAMOT SILT; brown, with organics 11L wet medium - stiff 4 ' - ICI 2/12' 54 - 5 - 4/6 - layer of sand with some slit at 4.5 medium :-0 �v 8 dense - 2 pS 30 05 30 94 - . 10 - 50 /E' SANG; brown, fine, with some silt, SP wet very - with trace roots dense - '- 8 grades slightly coarser to fine sand medium "' . i - 3A K 15 with trace silt dense - 15 - 11 • - 1 - -10 - 44 el 8 dense - 20 - 23 - ■ . I = 15 15 I - 5A 27 with shell fragments and organic - - t 2S "' 42 fibers dense - —20 • l - 32 - 1 - 6A • 42 . f ( 30 - 50/`•' i 1 -25 f 24 I - 7A 27 - 35 -- 44 } S 1 - 15 _ -30 " II 18 17 (Continued) - l . 40 • A. t •.r••w.. •.w.w f 1 i •.I C.*.t' 4' OA. ,r v r u•,n•n rwwti « w 1 t • •A•,,G•«..DS• ..r Au } •. t• .,t' OS,.... 4..w■• �rw..�.. Wwrr•w.� .•. 1 •• 1.••..•• ..• *••• • • • .M+ .+.., Y . • w.+.•. P • 11.....6.1.1, , .......a. SO ( .. VAOPOSEO OU - TN 8A5 ANNEX 14, PIO ■ King County, Washington 83- 5123 -02 for Arthur M. James - Engineers, Inc. o...«• w. 4 ® Converse Consultants e="" A -6 }1 • I LOAD Iw KIPS FIR SOUARC FOOT 0.1 0.3 0.3 0.1 1.0 I 3 6 $ 10 )0 30 40 0 = . ::r.l'«" ",rw•+o. :::11".:" , • .. 4 1." ... ... . .... "_....'ate.. .......... .... . ' ------• .... ......... ..... REFERENCE: Untitled site survey, undate• LEGEND: I . • 13 -1 4. Boring location SITE AND EXPLC; PROPOSED SOUTH BASE ANNE; HA -102 G Hand auger location King County, Washington 1 • for Arthur M. James — Engineers, e Converse Consultants ''''''' htT:'. /.,a''.M1.4..it.RM'r 4,.•.q. .q. .,.q'T.5•J4'• �' "✓"'. "r1u...:.. .n.. ,. e.x' •. .. n. ....r 4•.WM�'o ..r r..n :r wV;w,. .+...: ... v.. ..,h'.. a '+4. T..JY'a'.V+A`.A'N4. ,.. s);45. y. �:C!'IM'JVx.i "'L. .. ;,,,—, N11 0.4.L10. SUMMARY: BORING NO.6 (Cont.) .u,,,a, ti ,....4411 .w4.»•. w1 .1.41 AI H....M••w. W ......... . hN w W 'M I y / a• , ��` , ii T�� ..11 M *, I.11 M4NOM ..., Y w w w , w.r,l.. ..... ...... ».. 1 4 r O y J 40 4 NlCMM110M {,WM YO.110.1 CJ.V1.1.41 1(} '4, T + SA/01; brown, fine, with some silt, Sp very - I - with trace roots dense :_35 1 -9A A 6 39 SILT; gray, with trace sand ML wet very 45 — 2/12' soft - ; 1 10 I `-40 - — push C 34 d3 grades finer to CLAYEY SILT Mil soft - i - ^ -45 . • -11 I push 55 y . - . -50 I , i -12 (push i . j 60 `i _ 13 I push C 57 67 . ..... . .... --.o. .. _. . M -55 : .. • 65 Il SILTY SAkO Ate GRAVEL; gray, tine SM wet very 1J to coarse sand GA dense - M � . ., 70 14 80/4 ' . 1 - 65 `� -15/P 29 grades cleaner to SILTY SAND, with SM wet very - , . 75 — 76 little gravel dense - ll - 16P. 100/ SILTY SAMO; gray, fine to medium, : -70 • • [1 80 - 4' trace gravel Bottom of boring at depth 78.5' Groundwater encountered at depth 6.0' I - •MW MtM • A. r . ..M4.. . Y.Vw.4w Iw. ►.1 01. Oa.M- .a.. ....... C. Y Ile OA.. II*In Now •• A• AY•Momo. C•.wOMnr..N• wool rwr. 5 I). 3•111 01, SON .w•./ ~Mt A. 1 4 w.....Nd • • AIM r... 1 • 11401M.10. • A.....w 141,M.0.4 0. PROPOSED SOUTH BASE AMEX Pothed Ma '. +• K ing County, Washington .•. 83 5123 - 02 for Arthur M. James - Engineers, Inc. . ,' W... Mo. Converse Consultants =”' »""' A - tcoNT.) ` , msolssm LOAD IN KIPS /CR MANE /DOT . 0.1 oa 0.3 0.3 1.0 2 7 i 3 19 70 70 40 O .rrr N N .•r.. • •• w,..rt ^-•. .1.......47:7= ;% w� Mr M�M..wwr . �._ 2r '..'."IM. �. �...w w.r N l ............. � I.I.I ,4=ral.M.rrw ,4.r ,, ' REFERENCE: Untitled alto survey, undatod by Pool Enginooring. FN. SITE AND EXPLORATION PLAN i.. PROPOSED SOUTH BASE ANNEX "" 1•-100' P.-- King County, Washington ° i" JAN 1084 83- 5123 -02 • for Arthur M. James - Enginoors, trio. ... o..«,., JM o-....... `s.l' c...�...., DER 1 • ,.; Converse Consultants r7-'-'-',.„,,,„!..7,7":".4 DER • .. r.. •d:,..F:.A•.Y. ✓.aA:r ✓..G.�..n.. ...te a.,, T .. ......... ...:. :. .. n .. a.,rt.a l:4,t. '''.....,c r. ..... r. ..a +u ..rr•.o.11 r -r.... ' • ' . . ! I ...,.._._�.. t I I HA -101 X 2358, E 1666 Elev. 6.7 Depth Elev. Description • I 0.0 - 0.3 6.7 - 6.4 root oat 0.3 - 2.4 6.4 - 4.3 brown, silty PEAT; very soft, wet 2.4 - 2.5 4.3 - 4.2 layer of black, fine SANG; loose, wet 2.5 - 9.5 4.2 - -2.8 gray and brown, clayey SILT, with some organics and trace fine sand; soft to medium sti ff, wet ' ' at 9.5 -2.8 black, fine S...40; loose, wet • groundwater at ground surface (el. 6.7) i completed 12/4/83 HA -102 X 2358, E 1608 Elev. 6.5 , i r Depth Elev• Description i OA -0.4 6.5 -6.1 root llwt . (( 0.4 - 3.2 6.1 - 3.3 brown, silty PEAT; very soft, wet f Is 3.2 - 9.0 3.3 - -2.5 gray - brown, sandy SILT with occasional organics, soft, wet .. f 1� at 9.0 -2.5 black, fine SAND; loose, wet 1 ` 11 groundwater at ground surface (el. 6.5) • 1 11 completed 12/4/83 • II ' ; • LOG OP IIMO ALNGER HOLES II f owww. PROPOSED SOUTH USE AMEX ' "^�'w -� King County, Washington 83- 5123 -02 • I , for Arthur M. James - Engineers, Inc. • • I a.. �' CenvQnQ Cant9ultente wT'iwe"�i4'w" qm7 •'. .. .. ,' , � ,. . LOAD IN KIPS PLR SOUARC FOOT 0.I 01 0.1 0.5 1.0 1 3 4 S 40 10 30 40 : ,,,,, ( _ I HA-103 H 2233, E 1608 Elev. 6.5 i Depth Elev. Description { ` 0.0 - 5.1 6.: - 1.4 brown, silty PEAT; soft, wet 5.1 - 8,3 1.4 - -1.8 gray - brown, clayey SILT with occasional organics; soft, wet at 8.3 -1.8 black, fine SAND; loose, wet 1. groundwater at gruund surface (el. 6.5) completed 12/4/83 HA -104 H 2400, E 1608 Elev. 8,0 I , 1: Depth Elev. Description I 0.0 - 3.0 8.0 - 5.0 brown, silty SAND with organics; loose, very most . 1 3.0 - 5.1 5.0 - 2.9 PEAT with wood fragments; very soft, wet 1 5.1 - 10.5 2.9 - -2.5 gray - brown, silty CLAY with organics; soft, wet at 10.5 -2.5 brown, silty SAND; loose, wet . groundwater at depth 2.0' (el. 6.0) i cm pleted 12/4/83 4 Is I ■ I LOG OF WO AMER HOLES - • PROPOSED ' SOUTH BASE AMEX • King County, Washington 83- 5123 -02 i I _._._..__..._.._. for_ Art hur_11. _,1aaej_- _Engineers4_1nc..___... .. . 1 -.„ ; ,,,,,' Converse Consultants - Ft: ES- - LOAD IN KIPS 1'0R WVAAL FOOT 0.1 0..1 0.3 0.3 1.0 7 ) 4 3 10 10 )0 A0 �.....� :'M� ' W �_ = '-1_ 1 ...,.. .• 3 a.rrtr .._.._..- ._.... - - Shallow soils were observed in a series of hand auger holes which were j adfdntEli to OOHS 8A EII 8FtP4F 81 ton IEEE dlcn a to:Le -inch or one- , f inch diameter hand auger, Logs of these holes are enclosed as Drawings A -7 through A -14. I 1 Cun•.r,. Conwfunu, Inc. ! M-105 N 2400, E 600 Elev, 8.0 Depth Elev, Description 0,0 - 2.0 8.0 - 6.0 brown, silty SANG with occasional organics and roots (possible topsoil or fill); loose, moist 2,0 - 3.5 6.0 - 4.5 brown, silty PEAT; soft, wet 3.5 - 10.5 4.5 - -2.5 gray, silty CLAY with sane organics; soft, wet at 10.5 -2.5 black, medium SAW with some silt; loose, wet groundwater at depth 3.1' (el. 4.9) Completed 12/4/83 • liA -106 H 2300, E 700 Elev. 6.5 Depth Elev. Description • 0.0 - 3.2 6,5 - 3.3 brown, silty PEAT; soft, wet 3.2 - 7.5 3.3 - -1.0 gray, silty CLAY with occasional organics and thin sand layers; soft, wet 7.5 - 9:0 -1.0 - -2.5 gray, silty SAND; loose, wet groundwater at depth 2.8' (el. 3.7) completed 12/4/83 i 1 L00 OF NNID AUAER HOLES PROPOSED SX3TH BASE ANNEX •` "� King County, Yashington 83- 5123 -02 for Arthur M. James - Engineers, Inc. ® Converse Consultants ;."«: 0.. A-9 • k LOAO IN KIPS PCR 1QUARC FOOT 0.1 0.3 - 0.3 o.s Lo 7 3 4 s 10 20 74 a 0 2 S ■ • 1 i ; 1 Conwrs. ConNull■ nu, Inc. , � 1 t I • 3 5 �. King County, Washington 83- 5123 -n2 ° ' >• for Arthur M. JA.es - Engineers, Inc. ,;� e Converse Consultants .:". A -11 ' I 1 �.�IS , • kIIIIIISIMMIIIIMMEINEMMIUMMINW I L0A0 1N KIPS PER SQUARE FOOT 0,1 0.! 0.2 0.0 1.0 7 7 • S 10 20 70 .0 . l..-is _ ^ , �::..,.,..1:..:. ..<,,.,, ... .. ..... .._... .. ..., .. �,.n.c 4 i no free groundwater encountered completed 12/13/93 I. I I/ LOG OF HAND AUGER HOLES PROPOSED SOUTH BASE ANNEX "O'K'MO King County, Washington 83- 5123 -02 I for Arthur 14. James - Engineers, Inc. 0... No ®Converse Consultants : A -12 . • .... .. .. I LOAD IH KIPS PER SOUARE FCD1 0.1 e.3 0.3 0 1.0 2 7 4 S 10 20 l0 40 0 ;` �_..- ,. ...,,.,.1.....1 .1,._ t _ ,. , ., ... . . " 'dense 1 .. i .. 40 ry qq ? -35 I I 4A13 ` 1 9 10 CLAYEY SILT; 11ght gray HH wet .. nwt« ! • A,i'...1 • ..• ...r.• « (Continued) " 1. 1 0A ... ....a .0M. C. 1• 111 0D 1.•.. . 1. 111 • A• AIwr1 M. C•... .tr.. 0l• . . 441 "r r, y . i . W . 1.111 0 0.. %.4 0.44. 1. 00. ., t. MI I444 • • Y... •Y.. 1 • YI.IIY W....0 . • W....0 1...w 0 I PROPOSED SOUTH BASE ANNEX • " '/' Ot NO King County, Washington 83- 5123 -02 for Arthur M. James - Engineers. Inc. 1 0..-.n0 No A_2 1 ® Converse Consultants . " «' "° - 1 '<. 1 11A -112 N 2400, E 540 Elev. 10.5 Depth Elev. Description I 0,0 - 0.4 10.5 - 10.1 brown, sandy SILT; soft, moist 0,4 - 1.8 10.1 - 8.7 gray- brown, very line, sandy SILT, scattered organ- , ics; soft, very moist \) , 1,8 - 3.9 8.7 - 6.6 interbedded SAND, SILTY SAND, and SILT, trace clay; soft, very moist ` 3,9 - 5.5 6,6 - 5.0 black, silty PEAT, trace sand; very soft, wet 5.5 - 11.9 5.0 - -1.4 gray- brown, clayey SILT, some organics and sand lens- es; soft, wet I 11.9 - 13,0 -1.4 - -2.5 gray, fine SAND groundwater at 3.9' (elev. 6.6) completed 12/14/83 . 1 • I HA-113 N 2300, E 635 Elev. 7.0 1 ` Depth Elev. Description } j ( 0,0 - 1.8 7.0 - 5.2 gray, very fine, sandy SILT to SILT, numerous organ. i i I: Ics; very soft, very moist i `; 1.8 - 2.5 5.2 - 4.5 interbedded SAND and SILT, trace clay; soft, wet 2.5 - 3.8 4.5 - 3.2 gray, fine, silty SANG; loose, wet i I 3.8 - 5.1 3.2 - 1.9 brown, silty PEAT, trace sand; soft, wet 1 ( 5.1 - 10.2 1.9 - .3.2 gray, silty CLAY, scattered organic fragments and I tine sand; soft, wet l' I ' 10.2 - 12,0 :3.2 - -5.0 gray, fine SAND; loose, wet groundwater at 4.0' depth (elev, 3.0) completed 12/14/83 1 i LOG OF HAND AUGER HOLES 1 PROPOSED SOUTH BASE ANNEX •.O,R14.. King County, Washington 83- 5123.02 for Arthur M. James - Engineers, Inc. 1 ® Converse Consultants 11 . "° A-13 ' , I LOAD IN KIPS PER SQUARE FOOT 0.1 0.0 0.7 0.3 1.0 S 3 . S 10 70 )0 A4 1 21471.-----;---"=::iT777---11.7.-:::::::71: : . 7 -.7 .. : '..::::::::::::: ...- .. -... _.. ..� . __J._. �-..._ Y..._.........-.-. �... w.-.. �w..,•-,.+ w. w.,. n. +rw- . ✓.in•u.++..r.,,,,.w•r+swrM 1 }(A -114 H 2200, E 635 Elev. 7._ Depth Elev, Description 0.0 - 1.2 7,3 - 6.6 brown, fine, sandy „ _T, trio, roc's; very soft, wet 1.2 - 1.8 6.6 - 6.0 gray SILT, trace sd ^d; :;) .,et 1 1.8 - 3,8 6.0 - 4.0 gray, silty SAND, lenses of organics; loose, wet 3. 8 - 5.2 4.0 - 2.6 Interbedded gray, silty ;:•:•J and sandy SILT, nu 1 organics; loose, w,tt 5.2 - 7.B 2.6 - 0.0 gray - brown, silty GET, trace clay and sand; soft, wet 7.8 - 12.2 0.0 - -4,4 gray, clayey SILT, organic, trace fine sand; soft, I I. wt t . 12.2 - 13.0 •4.4 - -5.2 gray, fine SAhD; loose, .et • ( ground rater at 1,9' dr::t• (Lie,. 5.9) f L completed 12/14/83 : L HM 115 h 2125, E 560 Elev. 13.2 Depth Elev. Description 0.0 • 1.2 13.2 - 12.0 .gray-brown, fine sandy S;LT, trace rra re1 and organ- ' 1 ics; soft, very moist 1 1.2 - 1.5 12.0 - 11.7 brown SILT, lenses of organics; soft, wet 1.5 - 5.2 11.7 - 8.0 gray, Interbedded SAND /SILT, organic layers, woody in places; loose, wet 5.2 - 7.8 8.0 - 5.4 gray-brown, brown, sand SILT I g y- y SILT, poc.eis of peat; soft, wet 1 7.8 • 10.4 5,4 - 2.8 gray- brown, clayey SILT, sctr,e organics; soft, wet `: 10.4 - 12,4 2.8 • 0.8 gray, fine SAND; louse, vet 1 4 grou at 5.2' depth (elev. B•0) 1 Y + einnoleted 1P/14/93 ) 1 I LOG OF HARD AUGER HOLES PROPOSED SOUTH BASE ANNEX •'°' -""" 1 King County, Washington 83- 5123 -02 1 I 1 for Arthur M. James - Engineers, Inc. Ctool•ehNed t r,yrn••rtr+� D. e C Consultants ..+.•..+...0 �.. 1I ' ' ■ • . ....... .. ...... ... ...... t .. .. ... r.i -u ♦vu, ...1 N1 ♦I• Illll �J), r�r,...... ... q.-.......... .,..........._...,......,.. -... .. <...- ...,..- ......... ...... «..... - -_ ' -.+. `. �trvt+,:l:+.'aAY."AJ: v.41 Rt.ix`S� %': w.Yli rYV•.• -.rte - ,....n. ... .... ... • 80 1 I II I gravel i • Bottom of boring at depth 78.5 Groundwater encountered at surfale • .. 1 w.•./..... -'w4 w«.4« ..« •. 1' 00. W.-oN ...MO C. IN ,,e oD.. 1.1 /f In.f � •YtM.r1, C • ....M..I. , DS • D. /. 141 . 0...M NnM .N. 1. ..w/Y ..1...•• 41 M.•. .4., / • 1.4.M1, / • /.. w...w1/ ......N M PROPOSED SOUTH BASE ANNEX / King County, Washington 83- S123 -02 1 I} for Arthur M. James - Engineers, Inc. W.., KO. (a Converse Consultants A -3 (coNT.) • . APPENDIX 8 LABORATORY TESTING Representative soil samples were subjected to various laboratory tests • to determine engineering properties. The in -place density and moisture content of undisturbed samples and the moisture content of disturbed 1 samples were determined for identification and correlative purposes and tho results are indicated on the boring logs. Shear strengths of selected samples were determined Dy a Torvane to fine- grained soils and by direct shear tests on granular soils. Consolidation tests (confined compression) were performed on a number of .� `I selected representative samples to aid in predicting the settlement be- hlfidF bf fitiv pIIHMd HMI The fetwiiihu ven 41 ENf1lQilgit I I tion data Is included in the for of semi- logarithmic curves on Drawings • ' 8 -1 through 11-13. (( 11 I • I I I Li • 1 [1 y '1'.•,7 I Calv+nlCons. 0 , Ia. ` {• , • • • • • • • • • • • \:.tL 35I 1/ i \ 9A 18 4 0 I Sko3Y S1LT• dark gray \ wet . fj ,., • •..• •••,••a••• ••.•w (Continued) .. ,, ...• O •M•••.•. •••.••+•• C. ► - /• O. • • 3.1 /1 . U. .. A • •11.1/1. C • •wW••••• o, • 7M• w••• 1 r .•, /1 0.. WM bro. ••+.•••• X. 11. ••, ••••■NH 0 • r W w•• T • W •1.1• • •uw•••w•1 ♦r•M•1•• 1.1 9. PROPOSED SOUTH BASE ANNEX "°"" "° • 1 King County, Washington 8]- 512] -02 t 1• for Arthur M. James - Engineers, Inc. C1•.rp ". 1 i @ Converse Consultants w w/A►WI•Atd.++c« . 1. }1 •�'-. � . � ,..•.••. \�... .r, ..r, n.. s r .....••,:1.......1••. li.• :•r •r r•�'.� .r 4444 ..::. r. A•r.r•r. f•."V: • .. .•.r... • f,..• r ♦. 4144 n..a 444..1 ..• .. LOAD 1N KIPS PER SQUARE F OOT 0. 0.2 0.3 0,3 1.0 2 3 A S 10 10 So 10 ._ • 1 . 1. ,„ ...• .» • .•.. - tt.••. ••••••••1••••• •• 1 {{ ..!_.. -_�_ .-•,._...••... 411 «'.•.. � 1.i .•• rr_ « ...M r • : 1 : - __ • r " wlrll 1 2 4 4 �.. �..•... N'„ j . . . • ' .-- w .w.� ww �w�i s ir •r +' ' -� ="1 , 4 rrr �_ •- ..'" t r _ ... _r. - ........., -_ :( : ' • ONOSN rN •... /..••,..• F•• -_•� - �. ...... . • . -_. »_ _. • . 1 1 _ :..:i .....�, 4444 � •.. -�_ ) . 1.. r, •- . v iii: ..... "'" .... r_w `-� 1 --.. _ l: : c: - ... , _t__•_ ,. , w�. r+ .44 •_ 1 . W i:.r 1444. r. -- 4 . M ~ =• —• - ... �._ - . : .. : . y.. -. III wrwr. ir I. A 10 1 •.ww = 1•.. r rr_ .. ^' �.« • .- - Y. � « :61 1 == .. M_OZ_ , � _,, �. 1" .• 144•_•..•.. . .rrr ....•rr •••r.. "v w� •` -::(. •. ^--1 W •..r•r .•.•••.r ” .7..........1...7.;... :::4: ".•,...7.7.:.•• y :::::::::::.•••••••*. 1 , wr.. rrr - 12 IIONNOOMMOMO• r t ,1 ,rr rl 1111 ,.._I . . • 1 ! }w "l �tilS�lr`�.w.tF � l 11 :1:::::ri 1. r.' :�:::I ..l.� "� "'�' 1 rw _ 1 �t,� •�.,rr ....::_...• ___ . .». w ~ ^�....•_........ » :: ..., , rrr.. ,...w.,.•.,r, 4444.._ _ ... ( : : ... » 1 � I + —, ONION M^IIMIr .�• ::7.....4........, _ •�� 1 - -•1__ v 1 � . ...... ',44r- �•--1. : 1- 4 "-- -- ��'^. .. ..._�s�rt`�"'� = -µ ' ... . �.r�•. �: , 444 .i : . w� w • . ; r_ M ! •, "� 4444. , 4,_,." j _ r _ _1- i l 1441. "ir.""c.... _ .--^ • — _ • -:1 .. , ' . _ NOOMOIONOM 1 17- 4444 ..•'» • �_ •• ^•.rrr_ . f ..............___'•• . .::1: 4444 .. Boring 8 -1, Sample 1, Depth 3.5 -4.0' •- ". = '-- ]blsture Content: 44.4: � § Dry Density: 61 pcf - I' = � ~ _. - • •-•-• � •" war b «. •r 4444 _ 4444 r.. «„. rwr_ n•./••- -' ....- r - -. . :... 1 • READINGS AFTER SATURATION WITH WATER • C O N S O L I O A T I O N T E S T S t PROPOSED SOUTH BASE ANNEX _ —_ ;Nowallo E King County, Washington 8]- 512] -02 o for Arthur M. James - Engineers, Inc. e Converse Consultants B -1 1. • • ' ' • Ve1,..e -75 1 very 1l7 �� i I 66J 18 to very fine Imoist 11 85 I 1 Bottom of boring at depth 83.5' i Groundwater encountered at surface I . MN • A 1 Mn -•.+M 4•..M.. __,w_ •w• 0. /• 01. M-••w.. .•V e. Y1 /1' 01.. 1.1.1' W. ''1 • µ1Mr� C • • .-m-•� .1 • r••I w ✓, . 1. 0 1• **es •.n.1 ..•.•u 1. •.•..r .1 «w W . m..• 0 • wow ., i • W.W.I. 1 • •••••u.n • r 11.1.N 1•I W ' • 0 I � PROPOSED SOUTH BASE ANNEX r �� .,0,..o..., • King County, Washington 83- 5123 -02 for Arthur M. James - Engineers, Inc. • . 1. O,..•.' N0. ■ 1 ® Converse Consultants A A -4 (CONT.) • 1• , • " -', . . I LOAD 1N RIPS PER SOUARE FOOT • 0.1 0.2 0.3 • O. 1.0 1 7 4 $ 10 20 20 40 0 =N « :, NIN r }1 � .I rw •.« • _ •., ::t'w __..1. I :..1� ( •• ...'i' .....=r Y..... .a': : •- -1 I 'I : .•:'«. Y .. «:1 y ..{ _�.... 1 ww wwrr IM1 rrM — : ..... » j M ' : 1 : . _«tom « m : ' "" 1 C C. Y== • • • .:: " " {{{ ! :: i • • ' ...� — :: — »: '�� • 2 w ...� .I� � i . ; � : __ MOO= relsommn. 3 WW1 wr .rr 10N►' � ••••••••••,...... • — • "_.. •,•:::. :y: •• Mrrrr� ....1=1•11111111011111111011111 r.MM111101 • «`.r ...1_ 1. 111M.11. M1111111Wr • • ., � ..-.. ••� 01•1•11141 poles ..1=====r• ▪ mar. 6 ....w. «r.w1..r.Mr.•. ...Y . --a. = •- "� /'.- �...... i. - . mo w....« N rMMN rrr •1 •7::. . . . ,, W � E =^ ..1... - ..,• • , • :._.^- ..t r �..... : ==— • ' � _ 1: / ^ ^ Jam _ ../ 1111011110 EOM 10 wrw•.• y.MMr�w�llw,lr.�.rwMlwwwwrr.rM r ... _ ( y k M.. r wr N.••./M..wll.r./I • - '• ..... :::41.....•••• -' rte O • 11 =44".."*"..*____ GM1w•. .wr •rr .• . - . ,, • • �..::- .».=7.:.S -�. I. Z •.�M w..M .._.....I .. r : - s • 0“~mI..w. n ,.......7. ...... '• -• I••l' r.'.'•,.. ....•..1 1 � I , a ,W I. 16 � .— �" L'µ4 " -' 1: : :_�- _ .... = •' r rrr •.. �. - ' ::::77:::: M IM rr .. 1 .: 1 �..•1 r11.., Iwo. jI1' , 9. . � - Boring 8 -1, Sample 13 -:::::7-1 « -- • ',— i Potsture Content: 44.3 Depth 63 -65' •- : =•=• M •,• : _ " 7 - = = = ..... -'•' Dry Density: 64 pcf . -, =::;:1 -;�. _.. Oft 1•141110111 • ' ============== «'- .•.::: •'••i'•_r- .r.,- '.•...- ..,.«... , ■ •.0.MYM MMWM..1•.r .1 rrrMM.11M•.NM M=1.•.. {' ^ • ° -'-- w..1•w..i...1.Mwrw wrrr •N• • w i•�ii Mil . »:: �::::� , ; , : 1' ~ w M�.1Mw... _ ww••rr MMwr yw......111M ..�./ .M_1.'11�1 i ��i • • �.1. 1MI. N. - Y Mrw.•.M ».. ::" .. � ••• � - • ••• ..1NMW r MM.. •YWMM11.11••1FrW1�M11Irrrr.Mw•• rr••• 1 { w T« • . M MY YIIMMWN1M kMM\1 • W .. :.:.1 : 1 Y4• . ' •••--1 MM. ■w.• w.•il Y.M1111.1111i. ..1MY...1M�w•w••11 •• • READINGS AFTER SATURATION WITH WATE , C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE ANNEX '0' ". C King County, Washington 83- 5123 -02 for Arthur li. James - Engineers, Inc. I , , ; • Converse Consultants B-2 \ , . . • . . . .. . . .. L ti - increasing silt content - —30 - 1 7 .. • 8A1 11 very fine, with trace silt, trace dense - i t: 40 7 24 gravel •.- . : . I - -35 5 I I - 9A v 7 - IS 14 41 -- CLAYEY SILT; gray stiff 11H wet - - . .... A . . I .4 wawa. (Continued) I a 0 I • E. VOA. AMA ..... . O. A 0 .0. 10■•••.■00 NA•4414 C. MI /11 0.II. a a • 1 I Moo .. .ei • Altor‘eaf. C • em........• 0 a • a... .......... mat I I I 11 S.. 1 t WM Ia... 1 team.M. .. .—$. ee •M ••••••••14 • • m...I MI a Ye. P • a.. ...a ...... PROPOSE° SOUTH BASE ANNEX a ."... U . , . P•Map60 MO. . / 1 I n g County, Washington 83-5123-02 for Arthur M. James - Engineers, Inc. " Cet amp No. Converse • Consultants a.........., LA.61304..fing sod App11441114..ncos A-5 . . . i MINIVIIMMI. . . • t a 0 . . . . , . • •,:,'• : • 1.. , 11•91/11SIRMEGIMMI=181111317 ., . .VINIE110115111191161111r LOAD IN KIPS PER SQUARE FOOT .. 0•1 0.3 0.3 0•S 1.0 2 3 C S 10 20 10 40 . • 0 -' .. — ,. , • =salt , IMIMMemil 1.- •L , 1--- . .... 1 ..-- = .....-...... --. .....= ...i . ...... ...-:;;::..... . :::=4......1.............7.- . . 1 = ' ' "Et=am r--:: ---177.74 ii"..iiii:;=..,......., ........2 I -=. 1. IIIMMIIIM flIMMIMI • • ' - s*" - 4: - .. r .= ----- .. .r.-41, 7 . " -- :1 :— MM. . MIMI Mama MiliMe=r14=11M1 2 ...1.. ................. .. .....-. ...- ,....* ......-.... .--a..........t...... 011111011 IIIMOMMEMMINK •11101•10:=11111114mbleill: ==== ....... _,..„....1 . :::: ....... ...--, ....--•—_4..-- 3 MOMS • •-• WM= L •::.• : ::::: .. - ........ - .4,.... * . A 1r ".= -........-... • • • .. • ••••••• : .. . ". ":...H . ' .....=...... ............=r:................ 1 . ••1 111111_, • I. •• ....... ' 1;1E111 it I raiC a - HIE 11:1::: 1 :1: . 1 14.171 11 1 i 7 :1Fii .11111. E A : ell ss. .. MOM MI ...... 1111110111anam .1 Mabmi Lo a== i'••=.1.1,....1...:7.......... ....... ..,,, .. •Mane mememann IMMIsamb ........ ........ .......... . ..... ... ..... ,.........-• ... —.............a. -...._ 6 .. . ............---- ••" ............=.......L____, ... -..-- .. ''' _ .. '71 ::-.----,---_=__ a...:=..............i .11111.■ "•",.._-= .... • r ......., c ....__• .............,.•• ..__.........4........._ --.-- .....,-=-:-.--.--7:-.7:7.-...........- ., awning won ....... - . •. -. 1 7 ....-...- 1../ bilaMmIMIMMINOINI IMMME .....101.11.1= •• • • z ANIMMIIMIMMIMMIMIMNIMMI . - ... • r ,,, 8 .........E. ...r . ... === ==..._,-•-.•..:, *1 .-- .. .......1:::: ...... M.101MME _= • •i- IIIMMIM .. . . ... .. ...... ....-...., .. ” .-• -- .....•.... .... ....... ....= =:;....._...... ..,_ ...___ ....._,._ ...... • . 9 '..= ' ... IIIIIMOMMI MIMI 101011.MMIAMI IIMNINIMM IMI=MMOMIe.......-............. I . ............ ! 1 IA MOMIIMMIIIIIIIIMMIMMIWRIM SIMMIMMINIMIMIMIONIMMOR=ZIMIZIMI T'"'" i • • " ' IMMO a a, MMIMMINIMISMOIMMIMMMIMMIMIN SU IIMIIVralle1 .....==..... ": . ...a .....•■••••• -.. • ... ...... .. .. 011•1111•1401.01.1 --- .....,:::-...-r.t...-_:::-.............. ......... ______._. t_-.....-._.....___ . 1 . MMOMIIIMMIMI be MOON .-.• e. Moan IIIMMIIIM I --- .---........ a. 11 nallnr IMMIMIMMOMMIMMIIM100101MMIN IMNIMIMMemm. Z Mamma IMMOMMeaMaylalembelMMOMMINM lea MIBIMMIMInal ,....,.... ...1= .1. ,.., . ,.., 0=1= • . ...... .-.1.. .. ., • IMMI111111=11•00110 '"- .." IX 'I C 111,101.1101.1.11.101.1MMIMMMIIIIMINNOM •" "'" " • .............. .......„.. , „ ... .......... ...„„..... „.„. m. I tee ts1=== .--.--••• f ............=E1,..... ...":: . : ,V 1 13 ....... .. . ,..... ,....7 .................. 7 _................_ .., _ ..._ . S . ........===`""" ...........„ ......... ::: . •.:;....,....7..:1,— = ..:7 . .............., Fc. 14 ° 111106•110114110.1• -..--- .--.±,.. MMOS mamba ' I 9 ' = ....,..: ":..."--,.• ' ........ —,...... —= I ..I MOM MINSIMMIIIINIM ,, ,.. =Millnal 1 lillaballiele •""••••••"'"•-• • • ••• " " . • • • • •• ' •••• 1 IMMOMMIIMMMI 1 =erill -........- .1..77 MI IMM111MMI • 1 \ g ...""g1;11" IMMeare U = '-*........"-'........... • j.:::.7 ....1.... ... Plq10.1 Mielbee , 1 . . 16 a ra : .............................. ina M ........ t i; iliM111101•01= .....= 1001miabm . almelm 17 =1,== , ...., 1...1 ....... "' Meet:Cr -•-•-•-• .--. ::: ...... ..........., .. .. ..... 7.7.. .. .......... ..... .-.......• .....• = maim usawoommows .,--.-- mown t is ............ urw .. ..... . ......... .... - l::: ,...... 1' - •. 1..=: ...._:... ...... ..............,....s.. — ...... ........ . .................. . .! ... -----t... I• ■.- .....M .... .., ...,.. am COMMIIIMMINIMIIII MS I • IMMIMIIMOMMINNIMIM .• ..•••-• • • •• ZammaasellimilsollebbileIbMimaube I I: Boring 8-2, Sample 1, Depth 3.0-4.5 . - --...-- . ............... 4 1 Moisture Content: 46.9Z Is "" --•-••-• "'".'-t ....ommommols ~wain. ... —........-... ... 1..............mwoommonse. . . i -- Ory Density: • 61 pcf • .. „.., IIMOMIMIMMMINIMIMMIMMas a • ,.. CleatechAleal Ensstneong I e Converse Consultan and AppISH1 &Ornus B-3 , • .. . • . . . • .• • • . . . . . . .. . . . . • - - . ... . . . . .. . . . . . . , . • . . ..,.. , . ...,,.,',t ,:11:1 'ofW aleI1 fra,menCl dense - t 1, _ --75 - 17 50/4' 11 SAND; gray, medium to Coarse, with SP wet very - . 1 (! 85 - trace gravel and shell fragments dense • i --p,0 ( - fine to medium = - 1 - 18 129/ 16 . r 90 - 6' - King County, Washington 83- 5123 -02 I o for Arthur K. James - Engineers, Inc. ; A pwwl taw '' a ® Converse Consultants a 6-4 w } • . , . • ,1111, n• :�; , . .. ,.,:......... � - • • ( ... .. 7 27 35 44 o 1 15 : -30 { lame • /. . • , .. .. �; . .. . . _ .... _ . _ _ .. _ _ _ _ _ _ _ __ _ _ _ _ • • ! r•65 i (. '15A 29 grades cleaner to SILTY SANO, with S,y wet very - • 75 : 76 tittle gravel dense • i ` ' 16l•. 100! SILTY SAND; gray, fine to medium, =' • I 4` trace gravel - 1. 8o - - . Bottom of boring at depth 78.5' Groundwater encountered at depth 6.0' • 1 • A. t• ,,.,....,, 114~. r l • N • a a 0J. 1r.•.M 0. s• Ira 0a. I t• Irt• OK/ ••A• N1M«r• e•....w.rn o•• •••41 anon. Imp...* ..« . ) •Ir• 1,•.•.. W •.•••••N • • yW .... f •..... • ►.•......I H.,...N, 1. NOPO EO San BASE ANNE X a • 189 B8HR4YI W 5818080 83- 5123 -02 or Arthur H. ames - Engineers, Inc. i i ea Converse Consultants .. A - (CONT.) • • • •( .: . .. . ' • L OAD IN KIPS PER SQUARE FOOT 0.1 0.3 0.3 0.S 1.0 2 3 4 S 1'3 70 30 40 i I 0 , r ♦ . .. ., • : � w•.1.1 -r. , ., r r • µ .Nryw..,• : • :1: ....�.� . •...1...= y rr�j•..11.. G.Zilw . .rr•'•' , :."..I."i..r.1�� .. ,.��._.__ -� rr ..... � f ... ..... " ii woo Mrr w.M._ i .. i - . _ 2 ANN r. rw.rr 4 N��r - '��j . rrL N• M ..r MwM.r .'.1:. :1:. - •••• .. . .""•••• .« .M .. r.... I..r r 5 ar.. r..r... r.rrr - � r. .7" =1,160=== M1 I...r Ilw.rr...r .. ... M1M.rI.Mrr-. „.............- -� .- .- .....-__ • I...Wrrr IMAM N 110144801 MWrIr.N r��'rrM•.F r ' n na ..r.r S INN W Y r » 1.11"' ,....._,.2.:: j�•Tj r.jr W 9 •mmo rrr =.rr ... ,.- i. 10 ... r�....N •.N.....I....4+,1.,•..._ _... -1!l L•.Bl ...lu sr ;a .a.i:i_:._...i....:. r 1 1 rrN• •.� .!. �r..r rr.rr .. .. -. 7C rrw .f- i.""�n •i.�i� ., . - µ, .r..• w wu....•..rr.rrr. _ ^ ' V .rw Mal ...r 1/ igwrr..r inn •••••-•••• •••••. . -- ..- .........-. - «- r..r.rrr CC 12 .., Boring B -3, Sample 10, Depth 48' i • I • . ri' 4101sture Content: 40.3: __..._ w.....rrr Dry Density: 75 pcf w .. _ _ _ .. i • AMMO MA ann. I ■ ,'.�. .w.r.q =� wrr . r ' � 'rr.r r - — I4: � :l::i....•.......� r.rrw.. ..rr. ..n•..r M Yi M.nr. Iwq,..:9..M.r• .�.. :... \ Ingninan i.r Ir r IMiM. �. .. ..,:-- ::: :::'�I::"..- .......« r, +� .r.rarr .�ir..r ..rrrrr rr .• •.• . rrr rw rw...rr. +....... .. ..N.r • .ai ri w.w�rr.r rw.r• ,- ....- • I r �•{, ��y NAM/I.n•.�r w NN�r .......i:".4....= .. ..,.... • ( NN YWW. 1..•i.W1l... •� 1:,•'•• I1r.p.Y1...r ' rs rr..uu�.••w .....rr�r.ri r ,• Nr • • • 1 _ ..• . r .• rrruw 2MAAn.r.w.rinnWa w..l�i ^ r•••• •• .r.w 1 r rnig11.•1.W11��.r,. Mir.... rr �� rWMYIw .w...�.y.��NNr�.��1•�• ~1.f ...- ._ •.= .....r......•r. (((ppp MONO r� .. 1 11M1 1 N1. . ' � ' ''" 011∎ .MM M • ... - 4...1 ._ .--- .. .w.� . } , YrY..• 1 ...Wr.. .....t .•rrY ...Y •N •'•' ' - •_.`.- .N...r.M... - Y.Yrr. ..N.. .u.r.r. .Nl.r.w.11 =.: r.. w . ( -_ wW.• •Siw..lirwrrriw.w..rrr. �. I '.. . w rN. w.w...r ..w.,r.rr.n " Ill2WIWInn wr '^' 'i ` — ^ .r..w.wr �••=.IW/= M.r... somoss .I.Ir1. ....,,.,. r .N.rr 1 1�i11.p.. +r wr.rr•rr • • RCADINGS MICR SATURATION WITH MATER • i I I C O N S O L I D A T I O N T E S T S ' PROPOSED SOUTH BASE ANNEX ,l•'K'SO. 1 ` f ' C • • 1 ` ° King County, Washington 83. 5123 -02 _. _ ._ fOLACihut�IL�11m1RlAq.11ueCSl.. loci .__ . - awww. Converse Consultants . � 1 " w ""' B-6 - . : \ \ • . . , • • • " •, }- • • - soft, wet - (t at 9.0 -2.5 black, fine SAND; loose, wet ' 1 [ 1 groundwater at ground surface (el. 6.5) t completed 12/4/83 1 I : 1 I : LOG Of HAND AUGER HOLES PROPOSED SOUTH BASE ANNEX °rpj• " 10 Kgm Co ntyAi M�shin 83- 5123 -02 . :.. ' 8f AFE� t: d tr *{ = tp� � A aR F {, Ins. _ • 1011111111•116 I ' Converse Consultants ►�» ..'"° A-7 '\ _ • +�: �' , LOAD IN KIPS PER SQUARE FOOT 0.1 0.7 0.3 0•5 1.0 9 3 a S 10 10 30 40 ` poormomosommos 16•111•111101111611M11114•6110 1 N ,.1.r r...•r « 5 1111•01.1101.01.001 0.m. u..w.• _. . ~ _ _ 1111111101111101111.1.1.0. 10110. IN! 110110101•1000111011 WM000mo IM1..0•..N "_"' _.r r, «.. t.� —•_ 1 M•1111 ..�...•.. 11111.It. 1.0.1.1. . ' � : -• 111111110•16611101111=11•11 1101014.110111.10.01 I Z �E 0..0.0. «— Ir..... ....•.....�+. .. w . • «— ••..... - ... 0111111011. 11.1.00111011•1. On , J ......M.M1r.r..0110 .M.M...11� "....._._ ... ......... �.... 7 ...MS Ili �N .�..Ir111.Ir ..00rr.wr ' w7-- «.«..,t. 1 "1 '- P••••«• • • • III I•=•Ilt::tt:rl' ii:1■i P.a�_ � n•.Yl1.4 :s: ...t 1 , •' r ' • rw• •...rw..1.=Im..r.•0.r _. ..____. • 1 13 6 ---, ....'wrr� « r.l....._ j ..— .— r.:._�........ -..; ... , ._. n Boring 8 -3, Sample 12, Depth 58' -.-,_ c ----- ""' -" 1 b «'- Moisture Content: 41.4: - - "" Dry Density: 75 pcf ......— '•- ,- "�- - -- —7 —. 11••••11 110111•111111110110•••■ 01001111.• 1101101101111.1.0•11111 .. I } ��.. ��. ..'•••'..1.0..^.000.0....0 • -., .."- ammo r.� .rw 06140 . .... 10 1••• �.. = 1..1 .r ..rr..�... rw 1.0wr .r.. 9. M.M M M.• M� 11a1�..M0....r Yom.. .r• M.IY. �r �•a `ri•.i.rr. IM.N..N . .N•Ir= 1.1.•M•1Mm•......■ ..wwrw .rr1w.a.......11 '• r. ~ _ illmillmol...- .01.00 W ....aa.•0.a.�.ON..•WM01.NWaar.l r.� miller rw YY _ 4 ., - - - ,;- -,,-.„: ..... , . . i ' • READINGS AFTER SATURATION WITH WATER C O N S O L I D A T I O N T E S T S PROPOSE " D SOUTH BASE ANNEX r'°^ E ' ,, f or for M Vith p :t1P1:40 or Art r M. Jai - E Engineers, Inc. t e C C , o -� N. B-7 • . . . . . . . t I , 1 1 i i i i 1 4 . : , I ; U , a suummumbrammannumar=ormorms Low A u . .......nommemosuommulommoumuommu ..." mo l O MO WINIII.WWWWIWWISSIWWWW MOW WO WIWWWWWWW Boring 6-5, Sample 1, Depth 3' Moisture Content: 49.3: I 1 ........: ... i Dry Density: 45 pcf • T.. 1 1 ..... .... ..11111111MNWWWWWWW1=1=WWW11.1WWwwwz _._.......... Will■IWON ...... - .. • -07 •1•• " ••••••••""•""" SWIM* WIIIWININIIINWIIWWW1111061.1111WIla ...... ....................... ...... WWWW11.66MowwWWWW.WWWWWW.Minwolmlil ISW0WWWWWWWW14■WWwwwWwWWWWw....WIIWWWWW.0011.1015 111%••Wl 1 • .. •10411MonleaVWSIIIMIAwnimaloaWWWWWIllwalloomphinWwW601011011 winalwad...11WwWWelsonsuiammoWomPalimsoneassaMOSWIWWWW.11.11WWella I 1 • anONWWWWW116.1.16Winausla 6111111011WW1mlowinlopsWI ININMWIMWOmINWI WM* ....11.11.1.1146.6.81•11.1wm•WWWWW811100.0601•415WW•WIIIIIIMONSWIll Mae Wil.W1141010WInow YUNIWWW.11Womm. eWl IMM '.. O. ......- ........ 1110.11Www0WWWWWWWWWww.WWW.11.0111.10.1WN No In In WW.W1 WIWIW N 114.1WWW.71 .. ...= ........ ..,...... SHIN.WIN•WIWISAWSOwl.“....0 WHOIWIIMW110•Wealwnw10104111 M. ...... an ... . 1 _,_ . WIIWWWWWW.SIWWWWIWWWWIIWIN MN WaWBMWWW.Y011 I 11 • READINGS AFTER SATURATION wITN WATER CONSOLIDATION TESTS 1 ' - PROPOSED SOUTH BASE ANNEX PIONtl OW. c King County, Washington 83-5123-02 . 1-; for Arthur M. Jaawts - Engineers, Inc. ------- -- Haim tar' . . .. 4'..* . 1 0 COnversa Consultants trroVsat B-8 , . , li . \ . . . . ,• . . . . . . . .. . .. .. - . . . .. . , . / . . . . ,, , , ., .... ,,..• ,• :,.,' __ _ • • Ii LOG OF HAND AUGER HOLES ' PROPOSED SOUTH BASE ANNEX "'om' � • 1111,3111111101111111, i . .. . - • 1 .. i LOG OF HAND AUGER HOLE • PROPOSED SOUTH BASE ANNEX "'a..t..• King County, Washington 83- 5123 -02 for Arthur M. Janes - Engineers, Inc. Q [ngw•r1r,Q d. -.p .a Converse Cons ultants MNAp011• 41tct•n.,il A -10 1 SIIIMMI1111110011111111MG, .... " :. , I LOAD IN KIPS PER SQUARE FOOT 0.1 0.3 0.3 0.3 1.0 2 3 i (' n n {. 1 1 1 l M I .1 1 111 Jl --t-4 'A Ill .:� -a 1.. 1114 ,1 . -1. .1. . � � 1 •�' _ : :_ *•-• • •-• *4** ---* : • . . . . . -._...............: a. o --,-..• „-- « l 1 ........ : : : : : ". • _. '7.1:• •_ r I1 r 1 : 71 ' a 12 -._ .-._„ ..-..-4--•-•-••••• . ....:I _. - _ _ :::::' ... - ._. w - - ate -" -;-w_ t - .. �' _ `• ;' ..... . ::1::7 13 ....=i7.=—* .. "........%—.1 ' ., + . "• - -- :::: : : - ... .. ':::' .a o 14 ' " _ _.--. •.t — . _ ..,... w�,_ . ^: ,,...... . =.. .. - .1:....;, __ Boring 8 -6, Sample 13, Depth 63' 7-...--- _ _ • - _,_. Moisture Content: 45.5; • 3; , , ...., _,..,. ,. � ±•' "= Dry Density: 67 pcf .. ^. •. -"�.�- ._..._:� «.. '!-"' t n t .2 -- .. - t•tt tttr • "•' • • •na ~ , j. . I4 •.• . _.... .., _ ..r. .1 ..yam_ MIS ��� • :::::7-1:7-77.: : ' i • • A IM• M; :=-1 :..Yi�W ; --�• t -'y -t- __�' -+ 1- � --•._. I .......— , M .y. • .. .: :-_-:r.-:-.' j • READINGS AFTER SATURATION WITH WATER ' I 1 C O N S O L I D A T I O N T E S T S -o PROPOSED SOUTH BASE ANNEX I.uoctNO'""""n- C King County, Washington 83- 5123 -02 6 for Arthur M. James - Engineers, Inc. Converse Consul tants :410114 "° a. 10 • • • . ' .' . . • r illini.11.1111.7 1 LOG OF HA/I0 AUGER HOLES • I PROPOSED SOUTH BASE ANNEX '''•"«' King County. Washington 83- 5123 -02 for Arthur 14. James - Engineers, Inc. '" G.N.c/rric.l` - I Converse Consultants .rvlAppW. {cl.,•c.. A--1 1 ...rte. . LOAD IN KIPS PER SQUARE FOOT 0.1 0.3 0.3 0.3 1.0 3 3 A S 10 30 30 d0 I 0 «.s .« .••. d......„ ••� '.._.. «."r.l :::"..........—,....1...........—, -- 1 :ft- ______ ' « -- �tt f» —• r.M tt W. r =1==A ( z ' w .J' — -�. _.._. 1 . .. - . _ .... .1 ..."'. 17 ...*.* ... l • t • J tu 9 = lilrr ■r_ �• n �.-w...__. ... «.,...,... � .. _.... . •.- •... .•(:• ' King County, Wshington 83- 5 123 -02 • i I for Arthur N. J *es - Engineers, Inc. • ( * s i • { ® onverse C Consultants I.►`" ""' a 8 -11 • `. .. . • • , • • • • ' ` LOG OF HM D AUGER HOLES PROPOSED SOUTH BASE ANNEX " """ awainr King County, Washington 83. 5123.02 for Arthur M. James - Engineers, Inc. e f a..c'lwcu [....lny 0:..,..1 w Converse Consultants rworA q -12 1 ?( �!• I I �„_,,,,,,.„_, LOG OF HAND AUGER HOLES - D SOUTH BASE ANNEX . PROPOSE !,,,.,,.o King County, Washington 87- 5127 -02 for Arthur H. James - Engineers, Inc, Converse Consultants w.-..q A - � • f L0A0 IN KIPS PER SQUARE FOOT 0 0.1 0.7 0.3 0.3 1.0 7 3 4 S 10 70 70 40 I ti •::: °-^; -..>. : : : :..f. F1: . . .... , ` .......Mid. .._ ._ MINIM -:- .... : : i: .-:•- • -1 7 • - .-.1.+ ..- 1 11.-- .111�r �. i - � i- :1.::::: ... .. .. _ •..- ..�: -� ... .. _N'� :yY �� * - . • • • t ' ::: I �yJ �= ..... _ _ . -.. ..... .. ma y: ... . ... » ! ... - trrrr -.__.. 1 S 15 ... t _ Hill iii i i . ... rr -ftt'f tr . . . . . I . .... f .. 1 1 S 13 "2:1=INFMN:4==lia ' I « «,-. trr ...Mrs . :L oNOODINONONamosoonon 1 - _- HA -107, Depth 0 5 -1 0' „ 1 ` - t- , bb �„ Moisture Content: 45.7% 11._ - : ::: _ :: =1 - : 1 i f - Dry Density: 55 pcf 1 ::..; - " 1 13 • READINGS AFTeR SATURATION wITN wA ER 1 C O N S O L I D A T I O N T E S T S PROPOSED SOUTH BASE ANNEX .i.M.i NO King County, Washington 87- 5127 -02 for Arthur 14. Jaases - Engineers, Inc. S Converse Consultants � B -13 • • • • • , • , , .: .. '.., .. . . . . . . . .. . . . . . . . . . . . . . .. ... . .. . . . . „ . . . . . .. . . ... . ... • . . . . • , . . . . . FROM King County 09 -20 -96 11:55AM TO APR- 23 -'96 TUE 15 :00 ID :h. - 12TH FLR .ki.n& i�puX}tyfiDep kt.m t of'1� cc!opolfti�iti,Seisrices t • :821%5• ecorid•A.vg.,',M $:'120',' •'e Seattle;'WA 981,04 -1S9; • :' • ' •Ap p. 23 ; 1.9;96 • 9,4313565 :125 P.1 /1 TEL NO: (206) , -1900 #906 P02 Post -It" Fax Note Date • ..- peg 0, ��76711 Co./Dept. — Phone a Phone o Pax H pax r ' ,: Kxtxt .gcu;,4,10,: :liti . corietzuCt'',:,t4• � sa Wt 6ii 6 OU6ee,•'a dd t'3 ?ai a1:Orig,'; ; ' • • •4� ;h ' 'y off '.at' the :•me: „f e, l' ty ' :Th,' tvio cobs .. i ., g'' • o • . i ; o t. . ,obc ,ad' t;e a ,o er'tpermi ' a. pp ov d .' ' ,� , toy bids togetiiet as';sai,hh4 .' . 2dy, •' . y ; fiu wi 3:4/ ` 'T•iii•,'3h\ould ocOUx• w1 t1 n the •next Q e... • •'P•3:e4ae• :dsct= enc9�;;the t mei:by• 1so'• day's.; 1.: ' 'S • ::' • •. Tr'; •yoi itav�: Y, guestY.r,�ue•, yot�' �ari•.;�ea i� •tne' att; "•'.66'x;= S2.3.6z• r' • ' ( •Qtherw se, :' the 'texte4 #4.or4.• " may. ' iiiai 2ed•;.'tQ:, mv, • t i ' above ,:add e3e' ''Or ' fazed •t or. me '' at:, 68,4,- X190.0•. . . • ; ,••; ' • T.Yiiatik; you' * oz; *;y9ur.'4,saistances: iri;th 'that: sic: ''''' • .' • :ti • • ';S• toe•elyi -• •':'.. • ,' ; ... �:'''`' • •' •• an.teife , wn seed, '.' • . • ••R:ea1 • • Pxoperty,' gent . .. • ;: BELL.EVUE ID S 116TH ST FACILITIES MAINTENANCE SOUTH Is 119TH ST s RENTON SOUTH BASE ANNEX DES MOINE.. SOUTH BASE PROJECT LOCATION 11911 E MARGINAL WAY S S 122ND ST AUBURN O S 124TH ST VICINITY MAP O 1 2 3 4 5 was NI AND NG SYSTEM AWING A101 E CTION NUMBER :LEVATION NUMBER x▪ 03 IRAWINC ON WHICH ■ECTION /ELEVATION PPEARS. — INDICATES HE DRAWING IS ON HE SAME SHEET. TION IS IDENTIFIED ECTION NUMBER RAWING ON WHICH ECTION WAS TAKEN. INDICATES THE RAWING IS TAKEN ROM THE SAME SHEET. NCED IN A SIMILAR LS ARE IDENTIFIED NUMBER. LOCATION MAP 0 200 400 500 GENERAL 1, 2. 3. INDEX TO D ` • INGS :TLE G101 VICINITY, LOCATION MAPS AND INDEX TO DRAWINGS G102 SITE PLAN — CONTRACTOR STAGING AREA G103 FUEL ISLAND AREA DEMOLITION PLAN SYSTEMS DIAGRAMS 4. P101 CIVIL 5. 6. 7. 8. 9. SYSTEMS DIAGRAM C101 PAVING PLAN. NOTES. AND LEGEND C102 EXISTING PAVING PLAN AT TANKS C103 PAVING PLAN AT TANKS C104 FUEL ISLAND SECTIONS C105 TYPICAL PAVING DETAILS MECHANICAL 10. M101 MECHANICAL PLAN 11, M102 INSTALLATION SECTIONS AND DETAILS 12. M103 TANK SECTIONS AND DETAILS ELECTRICAL 13. E101 ELECTRICAL PLAN 14. E102 ELECTRICAL SECTIONS AND DETAILS 15. E103 ELECTRICAL DIAGRAMS AND PANEL SCHEDULES RECEIVED CITY OF TUKWILA NOV 071995 PERMIT CENTER crr' OF TUKWILA PI n y Q 7 1995 NOV X71995 PUBLIC Wig KS SOUTH BASE ANNEX upLiK FACILITIES MAINTENANCE SOUTH UNDERGROUND STORAGE TANK REPLACEMENT CONTRACT NO. T/M 25 -95 .VISION I i I BY 1APP171 DATE PERM 1 T REVIEW SET I canon 8/13 / OESl0(EO F. BROWN DRAWN : CHECKER FFB Ft.aRowNE RECODUERDED. C.SANDERS -MEENA 'APPROVER { J. RILEY =i►= M E T R 0 Mun cipcity at MctfOOOFtDn Seattle DATE: NOV 95 SCALE: SOUTH BASE ANNEX - FACILITIES MAINTENANCE SOUTH f"-"aE20 UNDERGROUND TANK REPLACEMENT NONE T7 VICINITY, LOCATION MAPS G101 T/M 25 -95 AND INDEX TO DRAWINGS U 1 X15 • 4 1. MEDINA • • REA"TON VASHON ISLAND DES MO NES • TU VILA 15:ED AUBURN • TACOMA VICINITY MAP 0 1 2 3 4 5 MSS LOCATION MAP 0 200 400 500 TYPICAL SECTION AND DETAIL REFERENCING SYSTEM (1) THE SECTION 15 CUT ON DRAWING A10i SECTION NUMBER ELEVATION NUMBER Al 5 /AJ03 DRAWING ON WHICH SECTION /ELEVATION APPEARS. — INDICATES THE DRAWING IS ON TH5 SAME SHEET. (2) ON DRAWING A105 THIS SECTION 1S IDENTIFIED SECTION NUMBER SECTION SCALE: 1 1/2-= 1• -0- DRAWING ON WHICH SECTION WAS TAKEN. — INDICATES THE DRAWING IS TAKEN FROM THE SAME SHEET (3) DETAILS ARE CROSS— REFERENCED IN A SIMILAR MANNER. EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN BY NUMBER. GENERAL 1. 2. 3. RAWING NO. INDEX TO DV INGYV S !TL E G101 VICINITY, LOCATION MAPS AND INDEX TO DRAWINGS G102 SITE PLAN — CONTRACTOR STAGING AREA G103 FUEL ISLAND AREA DEMOLITION PLAN SYSTEMS DIAGRAMS 4. P101 CIVIL 5. 6. 7. B. 9. SYSTEMS DIAGRAM C101 PAVING PLAN. NOTES. AND LEGEND C102 EXISTING PAVING PLAN AT TANKS C103 PAVING PLAN AT TANKS C104 FUEL ISLAND SECTIONS C105 TYPICAL PAVING DETAILS MECHANICAL 10. M101 MECHANICAL PLAN 11. M102 INSTALLATION SECTIONS AND DETAILS 12. M103 TANK SECTIONS AND DETAILS ELECTRICAL 13. E101 ELECTRICAL PLAN 14. 5102 ELECTRICAL SECTIONS AND DETAILS 15. E103 ELECTRICAL DIAGRAMS AND PANEL SCHEDULES RECENED CITY OF TUKWILA NOV 0 71995 PERMIT CENTER RECE CITY OF ' REC E�Ah NOV X7 ►' TUKWIL' PUBLIC WO SOUTH BASE ANNEX FACILITIES MAINTENANCE SOUTI- UNDERGROUND STORAGE TANK REPLACEMENT CONTRACT NO. T/M 25 -9: No. i REVISION PERMIT REVIEW SET •"*METRO h getropoitan oKoctm sc FFB IRBROWNE n ommozEa NONE otarimct NO: T/M 25 -95 SOUTH BASE ANNEX— FAOLIT11ES MAINTENAN UNDERGROUND TANK REPLACEME1 VICINITY, LOCATION ty AND INDEX TO DRAY C37.' 19' �= 08'35'44' R = 1492-40' L = 225.19' N 0029'05" E 10.00' SOUTH R/tA' SRSoo i $1' I! 20' SLIDING '0 GATE �e UT EXISTING ASPHALT . SERFACE / TRUCK. -L L� LOADING . = AREA • VISITOR PARKING AREA NRV . PARKING AREA ■ 20' SLIDING GATE CONTRACTORS STAGING AREA, SEE NOTE 3 W CONTRACTORS GATE r, NOTES: - 1 7DWG G103 FOR DEMOLITION PLAN. 2. SEE DWG M101 FOR MECHANICAL INSTALLATION PLAN, AND DWG E101 FOR ELECTRICAL INSTALLATION PLAN. 3. THE CONTRACTOR SHALL KEEP BASE AREAS NOT DESIGNATED CLEAR AT ALL TIMES UNI FSS COORDINATED WITH AND APPROVED BY THE BASE SUPERVISOR. APPROVED PER P; '_IC WORKS LETTER DATED n l4 'lS SOUTH BASE ANNEX FACILITIES MAINTENANCE SOUTH F. BROWN DRAWN: DIECXElk R.BROWNE FTB REcOAMENOER C SANDERS -MEENA APPIUYE1k .L RILEY •' ar mETAD NONE CONTRACT NO: T /M 25 -95 RECEIVED CITY . OF . TUKWILA NOV 071995 PERMIT CENTER RECEIVED NOV X 71995- TUKWMLA -. PUBLIC WORKS Municipality of Metropolitan Seattle SOUTH BASE ANNEX— FACIUTIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT SITE. PLAN - CONTRACTOR STAGING AREA NOV 95 IRE Ma E20 oRAMRT No: G102 NR2o t\S.'"..• ...., .... ....SC.L1 LH Rile sR ,.._ _ X )■•■=...:; 9 P. 11'55'37- R = 1502.40. L = 313.19' N 0029.05- E 10.00' A= 08'38'44.' R = 1492.40' L = 225.19' • • SOU 1.14 Rfti SR592 _ – ___s r7L-C. st.a 74'.^ &= wary- R '= 1265.90' L. = '437.32' - , 46'2% — CO 20' SLIDING 11 x GATE (171 —x I I / i / . x Z -. TRUCK _.!i_i LOADING i* /E — AREA a_ 4 . / 1, . . , „.•;.4: ; .--.._. ■ , : .. t. : VISITOR PARKING • ; , r: AREA . . I' ' I.– NRV PARKING AREA I !. 142, . 5:1-14‘113- i,i x ' - x , x 4 6. ,., .. -0 - i X 7 * 0 ENTRANCE–, 1 :. EXIT —7 :::.;\ z , . / r ',. . ---EE1- / 7i• ________._7,--, — -------- UNDERGROUND TANK REPLACEMENT. PROJECT SITE. SEE NOTES -1 & 2 EMPLOYEE ; PARKING • AREA . CONCRETE MEDIAN BARRIER - EXISTING ASPHALT SERFACE fr 20' SLIDING GATE CONTRACTORS STAGING AREA SEE NOTE 3 •.; • NOTE DWG G103 FOR DEMOLITIO? 2. SEE DWG 1A101 FOP MECHANIC! PLAN. AND DWG E101 FOR ELE INSTALLATION PLAN. • 3. THE CONTRACTOR SHALL KEEP NOT DESIGNATED CLEAR AT ALL COORDINATED WITH AND APPRO BASE SUPERVISOR. APPROVED PER PU7..r...iO WORKS LETTER DATED 11 14 IC CONTRACTORS GATE • RECEIVED CRY OF TUKW NOV 0 7 19 PER RECEIVE SOUTH BASE ANNEX — NOV X 71995 FACILITIES MAINTENANCE SOUTH TUKWILA PUBLIC WORKS REVISION 4"*METRI:3 •301 lAuricipolky at metropolitan NONE comm= Act T/M 25-95 SOUTH BASE ANNEX–FACRXRES MAINTENANa UNDERGROUND TANK REPLACEMENT SITE PLAN-CONTRACT STAGING AREA GS -4 PREP SHOP 0 0 CHEF CREW CHIEF I ■ I I i`: < 3 oor; '# m4f5AIW����� AllorAP/APX•P• :A/ *00,,,,j74 l I �' • r- 1 I >1 CBI FUEL ISLAND AND TANK AREA PLAN SCALE 1/8' 9 0 • EXISTING WASH DOWN TANKS. AND VALVE PIT. TO REMAIN EXISTING FUEL LEVEL METERS TO BE REMOVED APPROVED PER p!.r":'r_'C WORKS LETTER DATE RECEIVED CITY OF TUKWILA NOV 0 71995 PERMIT CENTER RECEIVED NOV X 71995: TUKWILA a I APProi DATE OaMES EJ13 / t OffoGnOx IF. BROWN ORAYIt CNEOtEM FFB R.BROT*E REcouveciaz C. SANDERS -UEENA ,PROVED: RILEY METRO Munki0Thaity, of waooelea+ Seattr WALE: NONE CO mga Na T/M 25 -95 SOUTH EASE ANNEX — FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT FUEL ISLAND AREA DEMOLITION PLAN DUE: NOV 95 FRI NM E20 G103 WNEE[ ro: of 3 15 10.000 GALLON UNLEADED FUEL TANK wpumP P-1 550 GALLON ENGINE OIL TANK W/PUMP P-3 .0"••••■ I DR -- -7----. -a- 1 t- - L , Ti M 1> r--- AlIWATIMMICAllirMANIPMEIVACIIMIIII A reWA5 A 1 I M E II,D.4..Oe. 411r0i W■Ae•2MMI1.A•r•M••••F■A,•■M■V / A >I W• A M ‘■■" 0 ; I 1 idgior.. -..§....■...mai-as AWAVA273:6-31=4:1F LAreerr:3 • . . APIMPIr_AWA11.1P1' PREP SHOP /— 10.000 GALLON DIESEL FUEL TANK W/PUMP P-2 • !=_ •-•J CHIEF CREW CHIEF EXISTING FUEL LEVEL METERS TO BE REMOVED APPROVED PER PTILIC WORM •LETTER DATE Itt141(11- 12 X 12 DEADMAN HOLD DOWN STRAPS (TYP) CB • MH SD FUEL ISLAND AND TANK AREA PLAN SCALE: 1/8"=1*-0" EXISTING WASH DOWN TANKS AND VALVE PIT. TO REMAIN - • .. . 1 1 Io. ' REVISION BY APP14 DATE F. BROVN R.BRMIE COLiet I CuCC":11 FUEL ISLAND ARE) REcomeocat . NONE - • • C. SANDERSNEEhiA CONTRACT NM , APPRINECL CCANCS N/13 / 1 J. RILEY: iTlETRO war REC CITY 01 N 0 V RECEI NOV X 7 TIJKWIL URLIrt lisinkiPOOT 01 liettOpolitais Si sc4E' • • SOUTH BASE ANNEX-FACLITIES mAINTENANC UNDERGROUND. TANK REPLACEMENT Tim 25-95 DEMOLITION PLAN IONTROL PANEL SEE DWG E102 I r MC i2ING CONSOLE SEE uWG E102 CONNECT TO VAPOR RECOVERY SYSTEM VENT EXTRACTOR TRANSPORT VAPOR PICK -UP POINT AND MH FUELING ISLAND 4' TANK FILL WITH SPiU CONTAINMENT MH 2'e VAPOR RECOVERY 1 re OS NEW GASOUNE DISPENSER SEE SPECS caNE T%%TTN IMPACT P VALVE PATH PJSABLE LINK CARRIER PIPE WITH STONDIIRY M T BOOT DOUBLE WALLED PIPING (TYP) CARRIER PIPE WITH FLEX .r CONNECTOR AND SECONDARY 1 CONTAINMENT BOOT (TYP) INVENTORY GAGE WITH i HI LEVEL SWITCH, SET .11 -- COMMON PIPING WELL AT 90% FULL LEVEL �J/ Al, SLOPE / LEAK DETECTION All I PROBE (TYP) l UNLEADED GASOLINE SYSTEM DETAIL SCALE: NONE FOOT VALVE NOTES: ?..\' THIS DRAWING SHOWS CONCEPTUAL SYSTEMS DIAGRAMS ONLY. FOR CLARITY, NOT ALL OF THE FITTINGS. PIPING AND OTHER COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION ARE SHOWN. DO NOT USE THIS DRAWING TO DETERMINE MATERIAL AND COMPONENT REQUIREMENTS NOR TO DETERMINE FIELD CONDITIONS. FOR THOSE PURPOSES REFER TO CONTRACT DRAWINGS SHOWING PLANS, SECTIONS, DETAILS. AND TO THE SPECIFICATIONS. t1'lyj4S �'Q� t? RECEIVED CITY OF TUKWILA NOV 0 7 19 PERMIT CENTER RECEIVED NOV X 71995 TUKWILA PUBLIC WORKS BY APPD DATE F. BROWN Municipality of MetroB1[on Seattle: ORAert FFB oiEcKECt R.BROWNE RECWnrENCELC C. SANDERS -MEENA SCALE, NONE jovwae/13/ APPROYM .1 RILEY comma Na T/M 25 -95 SOUTH BASE ANNEX UNDERGROUND TANK REPLACEMENT SYSTEMS DIAGRAM oar.: NOV 95 CIL Na E20 oRr.wc Na P101 5w Nm or 4 15 t U z zz Tc- u z O L7 J 4. O 0 I TANK 907. FULL ALARM BELL W/ ALARM SILENCE PB 90S FULL STATUS INDICATOR FINISHED GRADE 2'C VENT r .ONTROL PANEL. SEE DWG E102 I"" VENT EXTRACTOR TRANSPORT VAPOR PICK -UP POINT AND MH <' TANK FILL VATH SPILL CONTAINMENT MH MrRING CONSOLE SEE uWG E102 1 CONNECT TO VAPOR RECOVERY SYSTEM FUELING ISLAND 2-0 VAPOR RECOVERY L, � I FLEX CONNECTOR WITH CORROSION PROTECTION (TYP) CORROSION PROTECTED TANK WITH SECONDARY CONTAINMENT L INVENTORY GAGE WITH I HI LEVEL SWITCH, SET AT 909. FULL LEVEL �! I�� SLOPE UNLEADED GASOLINE SYSTEM DETAIL SCALE: NONE 2"0 GS NEW GASOUNSEEE SPECS TO NEW W PUMP SUCTION — FusAB ET LINK VALVE WITH CARRIER PIPE - WIN SECONDARY 9001 (TYE) T DOUBLE WALLED PIPING (TYP) CARRIER PPE WITH FLEX CONNECTOR AND SECONDARY CONTAINMENT BOOT (TYP) COMMON PIPING WELL LEAK DETECTION PROBE (TYP) FOOT VALVE NOTES: THIS DRAWING SHOWS CONCEPTUAL SY` ONLY. FOR CLARITY. NOT ALL. OF THE AND OTHER COMPONENTS NECESSARY INSTALLATION ARE SHOWN- DO NOT U TO DETERMINE MATERIAL AND COMPON_ NOR TO DETERMINE FIELD CONDITIONS. PURPOSES REFER TO CONTRACT DRAWI PLANS, SECTIONS. DETAILS. AND TO TH U VII 9S (ill RECEIVE) CITY OF TUI V' NOV 071 PERMIT CEN1 RECEIVE NOV X719! TUKWILA PUBLIC woR+ . GAR „,R6, i c), 4.,- ycn IQYAL ,„,,, ° ° � F. M,.:dpeiL, OF ss is =METRO em CHEOMM FFB R.BRO WE =ALL.. SOUTH BASE ANNEX UNDERGROUND TANK REPLACEMENT SYSTEMS DIAGRAM NONE "EcaANDEREENA x C. SANDERS -M mom, mc, TM 25 -95 J. RILEY NO. REVISION 8Y APP•D DATE Ionics eA3/ 1 20' SUDING GATE . , Jx I? ' : ix I; `/ 'I I ' ii • ox' / ' TRUCK li L= ' LOADING I. f ;---- AREA ', / II i ? ° A V . A 3 L E r J i l i t TCRAGE• . / . III (�-- , i i r : VISt TOR 11 v PARKING i j AREA I I . .NRV PARK +NG . • • 1 AREA RUCTION. DRK'AREA '; G102 CONTRACTOR'S STAGING AREA (SEE NOTE 3 DWG G102) EMPLOYEE PARKING AREA � x 0— x ENTRANCE EXIT CONTRACTOR'S GATE BM =TOP OF TOP BOLT ON HYDRANT, EL 14.42 Q7=41 - -- GENERAL PAVING NOTES 1. FOR GENERAL CONSTRUCTION NOTES SEE DRAWING XXXX: FOR CONSTRUCTION SEQUENCE NOTES SEE DRAWING XXXX- 2- NEW PAVEMENT ELEVATIONS AND DRAINAGE PATTERNS TO MATCH EXISTING UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AS REQUIRED FOR COMPLIANCE. 3. REMOVE EXISTING PAVEMENT TO THE UMITS SHOWN ON THE DRAWINGS (NORMALLY AT EXISTING JOINTS). IF REMOVAL DOES NOT COINCIDE WITH THE EXISTING JOINTS, SA'WCUT TO STRAIGHT LINES. REPAIR DAMAGES TO REMAINING PAVEMENT THAT MAY RESULT FROM PAVEMENT REMOVAL OPERATIONS. 4. FOR LIMITATIONS DURING CONSTRUCTION REFER TO THE CONTRACT SPECIFICATIONS_ 5. MAINTAIN DESIGN DRAIN PATTERN AROUND ACCESS MANHOLES AND SLAB PENETRATIONS (SEE SEC. 7/C105). PAVEMENT DEPRESSIONS THAT COULD CAUSE PONDING ARE NOT ALLOWED. 6. NEW PAVEMENT ELEVATIONS AND DRAINAGE PATTERNS TO MATCH EXISTING UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AS REQUIRED FOR COMPUANCE. PAVING LEGEND 18.50' SPOT ELEVATIONS FINISHED GRADE (EXISTING AND NEW) EXISTING AND NEW DRAINAGE PATTERN (UNIFORM GRADE SLOPE BETWEEN SPOT ELEVATIONS) ® UP UTILITY POLE Q DEWATERING WELL $' FIRE HYDRANT ELEVATION CONTROL POINT Q MH MANHOLE ❑ CB CATCH BASIN Cw - CITY WATER ELECTRICAL CONDUIT F FIRE MAIN G - GAS (NATURAL) -SD STORM DRAIN SS SANITARY SEWER LOW POINTS OR HIGH POINTS LINE / EDGE OF EXISTING ACP EXIST. 8" PCCP w /ff4 0 12" Ew RECEIVED (EXCEPT WHERE NOTED OTHERWISE) CITY OF TUKWILA NEW T $ B. W/#4 4 SEE SEC 2/C105 Co 12" EWE } 0 100 CONSTRUCTION AREA SOUTH BASE ANNEX FACILITIES MAINTENANCE SOUTH I coact D/13 / CRAW CHECKER HS R- BROMTtE R. RILEY METRD NONE CONTRACT liCt T/M 25-95 RECE-ffiTibTER NOV X71995 TUKWILA PUBLIC WORKS Ywwcipoitp of YetropoY'Wn Seattle DATE: NOV 45 SOUTH BASE ANNEX— FACIUTIES MAINTENANCE SOUTH jF "Q UNDERGROUND TANK REPLACEMENT f E20 PAVING PLAN, NOTES, AND LEGEND Cl 01 3nEET .c - or 5 15 0 •. 0 tat rc0 N z 0 0 0 0 L 7 1 UMRS OF CONSTRUCTION CONTRACTORS WORK AREA SEE -NOTE 3 DWG G102 7 1 TRUCK 1—J LOADING AREA 20' SUDING GATE ( / i / •L! . ; VISSTOR PARKING - -- . AREA jNRV /1 PARKING 1 — AREA / I - 0 EMPLOYEE • PARKING • AREA x E NTRANCE EXIT • � x CONCRETE _ ' MEDIAN 0-- BARRIER -Z rI: /, ail% ` / /' 1. );(1! ! / • ': / it I/ / / / / / 1!/ / // / • / 1" / / 5i • 1 !/ / • Ix =-- = x- -x-- -x X CONTRACTOR'S STAGING AREA (SEE NOTE 3 DWG G102) No. • REVISION Br APP.IDATE —2_ESS R:7: CONTRACTOR'S GATE BM =TOP OF TOP BOLT ON HYDRANT, EL 14.42' SOUTH BASE ANNEX FACILITIES MAINTENANCE SOUTH GENERAL PAVING NOTES 1. FOR GENERAL CONSTRUCTION NOTES SEE DRAWING xxxX; FOR CONSTRU: NOTES SEE DRAWING XXXX. 2. NEW PAVEMENT ELEVATIONS AND DRAINAGE PATTERNS TO MATCH EXISTS! OTHERWISE INDICATED. THE CONTRACTOR SHALL FIELD VERIFY ALL ELEV REQUIRED FOR COMPLIANCE. 3. REMOVE EXISTING PAVEMENT TO THE UMITS SHOWN ON NE DRAWINGS ( EXISTING JOINTS). IF REMOVAL DOES NOT COINCIDE WITH THE EXISTING TO STRAIGHT ONES. REPAIR DA.UAGES TO REMAINING PAVEMENT THAT 1 PAVEMENT REMOVAL OPERATIONS. 4. FOR LIMITATIONS DURING CONSTRUCTION REFER TO THE CONTRACT SPEC 5. MAINTAIN DESIGN DRAIN PATTERN AROUND ACCSS MANHOLES AND SLA! (SEE SEC. 7/C105). PAVEMENT DEPRESSIONS THAT COULD CAUSE PON( ALLOWED. 6. NEW PAVEMENT ELEVATIONS AND DRAINAGE PATTERNS TO MATCH EXISTI' OTHERWISE INDICATED. THE CONTRACTOR SHALL FIELD VERIFY ALL ELE' REQUIRED FOR COMPUANCE. PAVING LEGEND 15.50' • UP 0 O MH ❑ CB Cw F G -- -- -SD SS SPOT ELEVATIONS FINISHED GRADE. (EXISTING AND N EXISTING AND NEW DRAINAGE PATTERN (UNIFORM GRADE SLOPE BETWEEN SPOT ELEVATIONS UTILITY POLE DEWATERING WELL FIRE HYDRANT ELEVATION CONTROL POINT MANHOLE CATCH BASIN CITY WATER ELECTRICAL CONDUIT FIRE MAIN GAS (NATURAL) STORM DRAIN SANITARY SEWER LOW POINTS OR HIGH POINTS UNE EDGE OF EXISTING ACP EXIST. 8' PCCP w /q4 @ 12- EW RECD (EXCEPT WHERE NOTED OTHERWISE) CITY OF 11. NEW 1r PCCP REINF. W / #4 @ 12" T & 5. SEE SEC 2/C105 CONSTRUCTION AREA 1l 1114(qc HS courot CMCKED HS R.BROwNE RE METRO 'NOV 07 RECIMA NOV X 71995 PUBLIC WORKS Municiooray cI5 SOLE: NONE 'G SANDERS -MEENA wow' t2 �raaovEe T/M 25 -95 1 R RIMY SOUTH BASE ANNEX— FACIUTIES MAINTENAN UNDERGROUND TANK REPLACEMEN PAVING PLAN, NOTI AND LEGEND 40' -0 FACILITIES MAINTENANCE BUILDING 10. -1` EXISTING 8" CONCRETE BUILDING WALL EXISTING CONCRETE CURB FLOOR DRAIN LIMITS OF PAVEMENT REMOVAL (SEE NOTES 1 AND 3) LIMITS OF CURB REMOVAL (SEE NOTES 1 AND 4) / EB EXISTING FUEL ISLAND EXISTING TANK LOCATIONS (TYP) ofl SAWCUT (SEE NOTE 1) ILLLLLLLLL L '' LLLL LLLLL ILL LLLLLLL L LLLL' _LLL L SLLLLL L LLL ' " i LLLLLLL iLLLLLL LLLL, 00 _ UMITS OF PAVEMENT REMOVAL (SEE NOTES 1 AND 2) 51' -4" EXISTING HOLDING TANK )LLLLLLJr LL' -LLL Ir{ tLLLLLL LLLL !� LLLLLLL' .LLL LL LL LL _ ! LLLL LL4 I q I LLLLLL LLL LLLL LLLL L LL L L L '•LLL LLLL LLLL; LLLLL L I LLL LLLL LLLLL{ LL I LLti i LLLL LLLL LLL:4 LLLL LL� , t I S l l l i 12 i EXISTING vALvE PIT LLLLL LLLi I L LLLLLLLL� LLLLLL LLLII -LLL!< ILLL LL LL LLL1 LLL LLLLL ILL' LL LLL Li-Li EXISTING HOLDING TANK MH LLL LLLLLL L! i ' i_LLLLLL L'_, LLLLLLLL— L' L LLLLLLL LI—?--1 LLLL LLLLL LLi L LLLL LLL LLL LLLLLLL LLLI L LLL'_LLL LLL I { B EXISTING 8" STORM DRAIN EXISTING CONCRETE PAVEMENT JOINTS (TYP) (ILO s V�1 NOTES: 1. REMOVE PAVEMENT FOLLOWING EXISTING JOINT LINES AS SHOWN. SAWCUTIF REMOVAL OUTLINE DOES NOT COINCIDE WITH AN EXISTING JOINT. 2. REMOVE 191 SO YD OF 8" REINFORCED PCCP. INCLUDE REMOVAL AND DISPOSAL COST AS PART OF THE LUMP SUM CONTRACT PRICE. 3. REMOVE 4 SO YD OF 8" PCCP. INCLUDE REMOVAL AND DISPOSAL COST AS PART OF THE LUMP SUM CONTRACT PRICE. 4. REMOVE 14 LF OF PCC CURB. INCLUDE REMOVAL AND DISPOSAL COST AS PART OF THE LUMP SUM CONCTRACT PRICE. RECEIVED CITY OF TUKWILA NOV 071995 PERMIT CENTER RECEIVED NOV X 71995 TUKWILA PUBLIC WORKS IX APPT DATE Nov 95 1/8" = 1' -0" commmaNct T/M 24 -95 SOUTH BASE ANNEX - FACILITIES MAINTENANCE SOUTH 1 rc.t: UNDERGROUND TANK REPLACEMENT E20 EXISTING PAVING PLAN AT TANKS S °ammo NM I C102 scer u¢ a 6 15 a U r-. 0 EXISTING CONCRETE ifPAVEMENT JOINTS (TYP) FACILITIES MAINTENANCE BUILDING %EXISTING 8- CONCRETE BUILDING WALL EXISTING CONCRETE /- CURB FLOOR DRAIN LIMITS OF PAVEMENT REMOVAL (SEE NOTES 1 AND 3) /// /7"/ /&1"/ 0 00 EXISTING FUEL ISLAND EXISTING TANK LOCATIONS (Ty?) 0 LIMITS OF CURB REMOVAL (SEE NOTES 1 AND 4) SAWCUT (SEE NOTE 1) .LLLLLLLLL LI . r LLL LLLLt ` ILLLLLLLLL LI n L t__LL L LLL L LLL LLLLI1 " I L •- LLL LLLJ 1 LLLLLL LLLLI LIMITS OF PAVEMENT REMOVAL (SEE NOTES 1 AND 2) 51' -4- ILLLLLLLLLLq, LL LLLLLLLLLb 'LLL LLLL LL L.n M1.-L' LL-' -L L••L (LLLLLLLLL LLB I, LLLLLLLLL 5C ILLLLLLLLLL ' `LLLL.Lj LLLLL l(f LLLL LLbt i LLLL LLL °' t LLLLLLL I LL LLLLLL' I (LLLLLLL I LLLLLI,I J EXISTING HOLDING TANK MH EXISTING HOLDING TANK ELLLLLLLLLLia LL LL.LLLLLL't EL LL LLLLLLL 4 LLL LLLL L LL LL' LLLLLLLLL t4 ELLLLLLLLL L .LLLLLLL LLL U L, ; i L L; L 1 i 11 EXISTING VALVE PIT 0 { 1� n ;LLL 1 I LL LLL! • 1= • ' L ' LL.L.LLLI ILLLLr LL' LLLA L LL.LLLLL LLi..I, I _ LL LLL ' _ L_L La L L` IL LLLL LLL LL L (LLLL LLL LLLL( LLL L LLLLLL) MH B EXISTING 8- STORM DRAIN EXISTING CONCRETE PAVEMENT JOINTS (TYP) • NOTES: 1. REMOVE PAVEMENT FOLLOWING EX AS SHOWN. SAWCUT IF REMOVAL COINCIDE WITH AN EXISTING JOINT 2. REMOVE 191 SO YD OF 8- REINFC REMOVAL AND DISPOSAL COST AS SUM CONTRACT PRICE. 3. REMOVE 4 SO YD OF 8- PCCP. I DISPOSAL COST AS PART OF THE PRIG'. 4. REMOVE 14 LE OF PCC CURB. IN DISPOSAL COST AS PART OF THE PRICE. ul14IgS ye • REC CITY OF NOV PERMIT RECEIVEC NOV x 71995 TUKWILA }I,�I C PU U WO R� REVLSLON ErY APPD DATE HS „METRO wridposty o OFturrt CREDO:1k HS R.6RCNNE RECa&ENOCD . 1/Er = 1' -O- C SANDERS-UEENA Sg1L i Dews ens/ APPRWEk J. RILEY CONTRACT Nk T/M 24 -95 SOUTH BASE ANNEX- FACIUTIES MAINTENANC UNDERGROUND TANK REPLACEMENT EXISTING PAVING P AT TANKS 2ETE NTS 10.80 FACILITIES MAINTENANCE BUILDING 10' -1 r !EXISTING 8' CONCRETE i8U1LDING WALL 11.21 11;41 11.82' 1 NEW U1 RA `(SEE NOTE PCC C 1.C.) I*s FLOOR DRAM 11 72 11.45 11.44 11.46 INFORCED. NOTE, 1.A.) \ .\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ \\\\\\\\\\\\\\\\\ �\ \ \ \ \ \ \ \ \ � T T\ r 11.22 11.21 11.80' 11.18 11.49' 11 NEW PCCP (SEE NOTE 1.8.) 11.45 11.51' NEW TANK 1 LOCATION \\ 11.81' NEW CONCRETE CURB • • • • •'• • \ • . . \ \ \ \ • \ \ \ \ \ \ \ \ \ \ \ \ \ • \ \ \ \ \ \ \ \ \ \ \ \ 11.05' 11.47' 11.77' NOTES: 1. MCLUDE THE COST OF PLAONG THE FOLLONING OUAN1111ES 0; NEW PAVEMENT AS PART OF THE LUMP SUM CONTRACT PRICE A. 191 SO YD OF e REINFORCED PCCP_ 9. 450 YO OF 8"PCCP. C. 14 LF OF PCC CURB. 2. FOR GENERAL PAVING NOTES. LEGEND. AND BM DATA. SEE DWG C101. �EXISTING CONCREIE CURB �" LLLLLLL ' L L_LLLLU L' LLLLLLLLI " LLLLLLLL U LLLLLLLLLU II I La ,_t : ; lL LLLi_LLL __ u • LL; ; LLL \ ILL I LL —y MATCH EXISTING PAVEMENT ELEVATIONS AT ALL POINTS 51' -4' 11.49' 11.79' — EXISTING HOLDING TANK —'L!e 1 �LL LLI _LLJI : .i" L . LL I L LL LLLLL L - I L LLLL_t L' .Lt LL LLLL' LL- - IL L:..LLLLL LL L ILLLLLL LL LL L jLLL -LLL�I :LLLL' LLLLL EXISTING HOLDING TANK H EXISTING VALVE PIT 1 1N 1 .I L LLL LL'I _LLLLLLLLLLLi I I— LLLL —! LL..., ILLLL LLLLLLL4 i Li- L_LL' L— ` - LL LLL' " fLL LLLL L LL LLLLL) MH CB1 EXISTING 8" STORM DRAIN EXISTING CONCRETE PAVEMENT JOINTS (TYP) RECEIVED CITY OE TUKWILA NOV 071995 PERMIT CENTER RECEIVED NOV ^X71995 TUKWILA PUBLIC WORKS 4 iTI E T R O Munkipoity ot "-° Mettopoiton Soothe CONTRACT No: T/M 25 -95 SOUTH BASE ANNEX—FAOUTIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT PAVING PLAN AT TANKS E20 C103 1Scfl tax 7OF 15 Pt \PnOXCrS \IRAN ©ASE \S8A \ETOCl03 EXISTING CONCRETE 1/- PAVEMENT JOINTS 10.80 11 FACILITIES MAINTENANCE BUILDING 40'-0" 'EXISTING 8" CONCRETE ;BUILDING WALL 11.21 0•-1" 11.82' /-- NEW PCC CURB (SEE NOTE 1.C.) 11.72 11.45 11.44 11.46' FLOOR DRAIN NEW 8" PCCP (SEE NOTE 1.8.) 11.47' 11.77 11.51' 11.49' 11.79. 11.22 11.21 11.50' 11.08' ILL 1 11.18 NEW 8" REINFORCED PCCP (SEE NOTE 1.A.) r. ........... ........ IL L LLLLLLL t i ' L LLL LLLL L' LL LL LL LL LL LLL LLLL LI ' LLLLL LL -L' ILLL LL LLLLL) LLLLL _LLLL' S NEW TANK LOCATION • • LI ' 1L LI Li_LL LLL u ILL; s L I 1L _ —Lv _LII:•t•: • N 1LLLLLLL LLL IL' ` t L.LL§ EXISTING HOLDING TANK 9.98 MATCH EXISTING PAVEMENT — ELEVATIONS AT ALL POINTS 51' -4' EXISTING 8" STORM DRAIN C8{ EXISTING HOLDING TANK ' I LLLLL' L. _LLL LL LLLL ' LLLLL U • ! LL LLLLLLLL LI ' LLLL LL LL: ELI ILLLL LLLL LLf� ' LL.L LL' L LLLL I I) I ij I I I I1 EXISTING VALVE PIT CV 'LL L'_LLLL LL' t It ; LLLLL ' LL"-4 1L' LLLLL LLLL r LLL _L LLLLL.I I - LLL LLLL; ,LLLL LI LL LLI • 1 L1 LI L. EXISTING CONCRETE PAVEMENT JOINTS (TYP) J NOTES: 1. INCLUDE THE COST Cr PL1QNG THE NEW PAVEUENT AS PART OF 1NE LU1 A. 191 SO 19 OR 8' RAJ' NECKED 1 8.4SOYDOF8 -PCCP. C. 14 LT OF PCC CURS. 2. FDR CENCE AL PAVING N0IS LECENL DWG 001. RECEI CITY OF NOV 0 PERMIT RECEO' NuOV X TUKWI PUBLIC ( 1 No. REVISION BY APP'D DATE IwMa nA3/ OESCNat • HS e[i7�TR® h� Netropatem HS DEUEG SONE: R.BROWNE 1 /6" KccuuENOEIL = 1' -0" C. SANDERS -NEENA cONTRAC1 n• • R. RILEY T/M 25 -95 SOUTH BASE ANNEX - FACILITIES UAAINTENAN UNDERGROUND TANK REPLACEMEN, PAVING PLAN AT TANKS 12' -0" UGHT POLE. (REINSTALL EXISTING) VCARD READER STATION 1 FUEL DISPENSER AIR HOSE e � WA'IR \°e /HOSE t �5 ANCHOR BOLTS 4' 0- LIGHT POLE (REINSTALL EXISTING) CARD READER STATION `3/4" RADIUS (TYP i #4 0 12 OC #4 0 12" OC RECEIVED CITY OF TUKWILA NOV 0 7 1995 RECEIVED PERMIT CENTER RECEIVED NOV X 71995 TUKWILA PUBLIC WORKS HS APPRO./0X o:MSB /I3 to RREY CONTRACT NCt IT/M 25 -95 or. Mebnpollon Seattle ogrz :. NOV 95 SOUTH BASE ANNEX— FACIUTIES MAINTENANCE. SOUTH ; vte UNDERGROUND TANK REPLACEMENT 1 E20 C104 FUEL ISLAND SECTIONS ; 8 15 • 0 . 0 0 N 1.: CLR 16' 11' • 12' -0" /-- LIGHT POLE (REINSTALL EXISTING) ■ """"CARD READER ���� STATION g4 0 12" OC T2 "CLR� iFUEL DISPENSER = • AIR HOSE [WATER HOSE 3� CLR ---� 1' 6" 4' 0" 1' No. REVISION BY APP'D DATE SECTION SCALE 3/6 - t' -a 4 12" OC #4 ® 12- OC ANCHOR NMI 4' 0" BOLTS —\ LIGHT POLE (REINSTALL EXISTING} CARD READER STATION /-3/4- RADIUS (TYP) SECTION a' 0" SCALE 3/8 - t' —D' 1 HS 1' 6' RE my OF TU NOV Q 7 PERMIT RECEIVE NOV X 71995 TUKWILA PUBLIC WORKS 4P-METRO .� HS cnea¢¢ R.BROWNE RECOYVEcco SCALE 3/8 1' -0" . SANDERS —MEENA Icy „a AaQ cents t!/i3 / L RILEY T /M 25-95 SOUTH BASE ANNEX — FACILITIES MAINTE UNDERGROUND TANK REPLACEMEN FUEL ISLAND SECTI NEW PCCP (TYP) POURED JOINT FILLER BACKING ROD 0 = 1.25xW LOCATION H W LONGITUDINAL 1/3 0 1/4" 3/8' MIN MAX TRANSVERSE 1/4 0 1/4" 3/S' MIN MAX JOINT FILLER L NONE. 1/4'±1/16'1 R = 1/8 (TYP) POURED JOINT FILLER 3/8 EXISTING STRUCTURE 1/2'0 BACKING ROD PREFORMED EXPANSION JOINT FILLER. FULL DEPTH JOINT FILLER DETAIL SCALE NONE 1/4' ±1 /1&-i 3/8" — NEW PCCP (TYP) JOINT FILLER DETAIL SCALE: NONE R - 1 /8" (TYP) POURED JOINT FILLER 1/2"0 BACKING ROD REINFORCING STEEL WHEN SHOWN ON PLANS (MIN COVER TO CONFORM TO ACI STANDARDS) SEE A /C105 NEW PCCP (TYP) O N W W5 Q. Its REINFORCED PCCP CONTROL JOINT SECTION SCALE NONE THEN SHOWN R TO NDARDS) / ' • ./... • • i80i A! Yy ili< o. 0.0" e' •A p se PORTLAND CEMENT CONCRETE PAVEMENT (CLASS AS SHOWN ON PLANS) W fA W 5 z_ COMPACTED GRAVEL BASE COMPACTED SUBGRADE V CONCRETE • PAVEMENT (TYP) SECTION SCALE NONE ROUND EPDXY COATED STEEL DOWEL BAR, GRADE 80, SMOOTH. GREASED. 1 1/4 x 18" x 12" OC FOR TRANSVERSE JOINTS AND 15' 0C FOR LONGITUDINAL JOINTS NEW PCCP SEE B/C105 EXISTING PCCP I— D2/2 Oi DRILL HOLE TO ACCEPT HALF OF DOWEL BAR LENGTH NOTE: CENTER DOWEL IN EITHER EXISTING OR NEW PCCP, WHICHEVER S OF THE LESSER THICKNESS. NEW PCCP /EXISTING PCCP JOINT SECTION SCALE: HONE SEE B/C105 NEW PCCP 7- EXISTING WALL AND FOOTING ISOLATION JOINT SECTION SCALE: NONE RECS ED CITY OF TUKWILA NOV 0 7±995 PERMIT CENTER RECEIVED NOV X 71995 TUKWILA PUBLIC WORKS $ E B/C105 PCCP.. EXISTING CURB OR OTHER STRUCTURE ISOLATION JOINT ;TION E: NONE THICKEN EDGE OF PCCP AS SHOWN 2' -O AROUND FRAME (TYP) UNIFORM SLOPE ALL MANHOLE FRAME AND COVER CMP RETAINING WALL IF REOUIRED TO CONTAIN BACKFILL 3" cW '\ \ /\ /\ 1\ /\ (2) #4 REBAR ALL AROUND TYPICAL ACCESS MANHOLE SECTION SCALE: NONE MANHOLE FRAME AND COVER UNIFORM SLOPE SEE 6/C105 #5 REBAR T & 9 08' OC ir-$5 REBAR T do B ® 6" OC ALL AROUND I \! • i ?ice 2' -0" CMP RETAINING WALL 3" CLEAR (TYP) — 3' -0" MIN CANTILEVER MANHOLE SECTION SCALE NONE IN 18V IAPP'D Eva �METRO Man¢ipoity ot McUop04ton Statue O r- NOV 95 Mart DQC[ED: SCALE NS R.9RO*NE RECCAIMEROECE NONE C. SANDERS -YEENA EARTRACT rIR APPROVER C. RILEY T/M 25 -95 SOUTH BASE ANNEX - FACILITIES MAINTENANCE SOUTH Intl "Q UNDERGROUND TANK REPLACEMENT E20 TYPICAL PAVING DETAILS amc WR C105 WET NR a 9 15 0 1/4"± 1/16"--1 NEW PCCP (TYP) POURED JOINT FILLER BACKING ROD 0 = 1.25xW LOCATION H W LONGITUDINAL 1/3 D 1/4" MIN 3/8" MAX TRANSVERSE 1/4 D 1/- 4 MMN JOINT FILLER DETAIL SCALE: NONE 1/4 "t1 /16" -I 1 R = 1/8" (TYP) POURED JOINT FILLER 3/8" EXISTING STRUCTURE 1/2'0 BACKING ROD PREFORMED EXPANSION JOINT FILLER. FULL DEPTH JOINT FILLER DETAIL SCALE: NONE NEW PCCP (TYP) JOINT FILLER DETAIL SCALE: NONE - 1/8" (TYP) POURED JOINT FILLER 1/2'0 BACKING ROD 1 REINFORCING STEEL WHEN SHOWN ON PLANS (M;N COVER TO CONFORM TO ACI STANDARDS) REINFORCED PCCP CON SECTION SCALE NONE ( REINFORCING STEEL WHEN SHOWN ON PLANS (MIN COVER TO CONFORM TO ACI STANDARDS) PORTLAND CEMENT CONCRETE PAVEMENT (CLASS AS SHOWN ON PLANS) t.; 2 ae o< ai ee de NEW CONCRETE 0 w °'3 wz cn5 z COMPACTED GRAVEL BASE COMPACTED SUBGRADE PAVEMENT (TYP) SECTION SCALE: NONE ROUND EPDXY COATED STEEL DOWEL BAR. GRADE 80, SMOOTH. GREASED, 1 1/4" x 18" x 12" OC FOR TRANSVERSE JOINTS AND 16" OC FOR LONGITUDINAL JOINTS NEW PCCP SEE B /C105 EXISTING PCCP r D2/2 ' r t DRILL HOLE TO ACCEPT HALF OF DOWEL BAR LENGTH NOTE CENTER DOWEL IN EITHER EXISTING OR NEW PCCP. WHICHEVER :5 OF THE LESSER THICKNESS. NEW PCCP /EXISTING PCCP JOINT SECTION SCALE: %ONE ISOLATION JOINT SECTION SCALE: NONE REC NOV TUI PUBU+ : \PROJECTS \TRANBASE \SBA \E20C105 0 SEE B/C105 NEW PCCP EXISTING CURB OR OTHER STRUCTURE 36" ISOLATION JOINT SECTION SCALE: NONE THICKEN EDGE OF PCCP AS SHOWN 2' -0" UNIFORM SLOPE ALL AROUND FRAME (TYP) MANHOLE FRAME AND COVER CMP RETAINING WALL IF REQUIRED TO CONTAIN BACKFILL (2) #4 REBAR ALL AROUND TYPICAL ACCESS MANHOLE SECTION SCALE: NONE 0 z w MANHOLE FRAME AND COVER UNIFORM SLOPE SEE 6/C105 35 #5 0 I \/i\ . • 2' -0" CMP RETAINING WALL ti4 sr fp 1 3" CLEAR/ 3' -b" MIN CANTILEVER MANHOLE SECTION SCALE NONE No. REVISION BY APP'D DATE Mane 04COOM HS R.BROWNE RECOt4MENDEIX NONE C. SANDERS -UEENA Co is „a a.wa 8/13/ APPRO./DX C. RILEY T/M 25 -95 SOUTH BASE ANNEX- FACQUTIES MAINTENAN UNDERGROUND TANK REPLACEMEN TYPICAL PAVING DET PAINT SHOP LOUNGE/LUNCH ROOM OONF PREP SHOP 1 t t I 1 I I t 1:i g 1 I 1: t GAL:: UNLEADED JNE`TANK : SFM -1, WG!'P #01,.AND :11%4703'_ M103 CUT AND RECONNECT. SEE NOTE 2&3 EXISTING WASH DOWN HOLDING TANKS AND VALVE P17 2 "GS FACILITIES MAINTENANCE AND FUEL ISLAND PARTIAL PLAN I 14 RC DTES: 1. CONNECT NEW 2 "N AND 2 "GV TANK VENTS TO TWO OF THE THREE EXISTING VERTICAL TANK VENT PIPES. ABANDON. CLEAN & CAP THE THIRD EXISTING VERTICAL VENT PIPE. 2. CUT EXISTING 3/4" AIR LINE AT EDGE OF EXCAVATION AND CONNECT NEW 3/4" FUEL ISLAND AIR LINE AS . SHOWN. 3. CUT EXISTING 3/4" WATER LINE AT EDGE OF EXCAVATION AND CONNECT NEW 3/4" FUEL ISLAND WATER LINE AS SHOWN. RECEIVED CITY OF TUKWILA NOV 071995 gp� PERMI ' CENTER RECEIVED NOV X-71995 TUKWILA PUBLIC WORKSS I O?wLS 5/1! / F BROWN FFB °; m E T R 0 wit MNroPcit°6 SNitk CHECIIER SCALE: R.BROwNE RECOLDADICIECt NONE C. SANDERS -MEENA APPROVER 1 J. RILEY CCN1RACT NCI T/M 25 -95 i� 0z vI ,u 1: 9g: N0V • 95 SOUTH BASE ANNEX - FACILITIES MAINTENANCE SOUTH F� "Q UNDERGROUND TANK REPLACEMENT i E20 MECHANICAL PLAN I w NEN 10 15 OF EXISTING 3/4" WATER. SEE NOTE 3 0 PAINT SHOP '1:. EXISTING 3/4" AIR. SEE NOTE 2 EXISTING 4 -DRAIN 2— EXISTING 3 TANK VENTS UP WALL SEE NOTE 1 AIR/WATER DISPENSOR IN/HEATERS PREP SHOP UNLEADED GASOLINE" METER AND DISPENSOR 6000 GAL_ UNLEADED GASOLINE TANK SFM -1. SEE DWG PI01 AND DETAIL B/M103 LOUNGE/LUNCH ROOM CRFW CHIEF FACILITIES MAINTENANCE AND FUEL ISLAND PARTIAL PLAN SCALE: 1/8"=r-0" CUT AND RECONNECT. SEE NOTE 2 & 3 EXISTING WASH DOWN HOLDING TANKS AND VALVE PIT 2-GS 1111LE 1, CONNECT NEW 2-N AND TO TWO OF THE THREE TANK VENT PIPES. ABAN THE THIRD cE. oSTING VER: 2. CUT EXISTING 3/4 AIR 1. EXCAVATION AND CONNEC ISLAND AIR UNE AS SHOS 3. CUT EXISTING 3/4' WATE: EXCAVATION AND CONNEC ISLAND WATER UNE AS S RE CITY NOV PERM RECEIVE NOV X71995 TUKWILA PUBLIC WORKS REVISION BY APPD DATE METAQ F. BROWN at Metropolitan w.-s e/U/ DRAM CNEOCECt SCALE:. I SOUTH BASE ANNEX — FACILITIES MA.INITEN FF8 RBROWNE i UNDERGROUND TANK REPLACEME. SAN ERR L NONE + MECHANICAL PLA Suu0ER5 -uEENA I i APPROvEtt .1 RILEY T/M 25 -4S DOUBLE WALL TANK EXIST 4`¢ STUB NOTE 2 NOTE 4 2" UNLEADED GASOLINE. SIMILAR TO DET E /M102 NOTE: TOP OF PIPING WELL NOT SHOWN FOR CLARITY LINE TANK PIPING WELL NOTE 1 & 12 NOTE 8 0 \' \ \'J NOTE 7 EXISTING 30 "10 h / PIPING WELL WITH f GASKETEO COVER 1 : mLJ— EXIST 4" TANK FITTING EXIST 4" TANK FITTING. FINISHED(DE A717-022-12" MANHOLE CORROSION PROTECTED FLEXIBLE PIPE CONNECTOR (TYP) A76 VAPOR ADAPTER W /A99 ADAPTER CAP 2" TANK VENT AND VAPOR RECOVERY LINES A79 (2 "X 2 "X 4 "X 4") EXTRACTOR HOUSING & BODY W /EXTRACTOR WRENCH VENT EXTRACTOR. SEE DETAIL B CORROSION PROTECTED DOUBLE WALL TANK 7 , VENT EXTRACTOR DETAIL SCALE: NONE CORROSION PROTECTED DOUBLE WALL TANK NOTE: FITTINGS SHALL BE EMCO WHEATON AS SHOWN OR ENGINEER APPROVED EQUAL 2" FIBERGLASS PIPE VENT (TYP) CORROSION PROTECTED FLEXIBLE PIPE CONNECTOR (TyP) PRIMARY /INTERSTITIAL TANK VENTS DETAIL SCALE: NONE EXTEND PIPE NIPPLE TO EDGE OF MANHOLE LID AS SHOWN (FOR TANKS WITH ACCESS MANHOLE INSIDE COMMON PIPING WELL) MINIMUM HEIGHT. COORDINATE WITH TANK MANUFACTURER TOP OF TANK USE UNION AS SHOWN OR $ VEL -7YP_ FLEX CONNECTOR f— COMMON PIPING WELL WALL STEEL SPOOL 3" LONG MIN, SEE NOTE 3 STAINLESS STEEL CLAMP (TYP) TELEFLEX FLEXIBLE CONTAINMENT BOOT CARRIER PIPING SIZE VARIES • b SEE NOTE 4 TELEFLEX FLEXIBLE PIPE rr',- CONNECTOR ISOLATE AS RECOMMENDED ( BY TANK MANUFACTURER CORROSION PROTECTED DOUBLE WALL TANK PIPING CONNECTION AT COMMON PIPING WELL DETAIL SCALE: NONE OVERFILL /SPILL CONTAINMENT MANHOLE "EMCO WHEATON" EWA719 -001 SEALED MH W /1" .NPT DRAIN OUTLET. OR ENGINEER APPROVED EQUAL A97 TIGHT FILL CAP A30 FILL ADAPTOR 4" FILL RISER PIPE CORROSION PROTECTED DOUBLE WALL TANK FILL RISER DETAIL SCALE: NONE NOTE: FITTINGS SHALL BE EMCO WHEATON AS SHOWN OR ENGINEER APPROVED EQUAL J BOX SHELL OF MONITORING WELL 1 1/2" WELDED TANK BOSS NYLON REDUCING BUSHING 1` THREADED CONDUIT NIPPLE 1 ": CONDUIT IDUIT CONNECTION ITORING WELL NOTES: 1. 42 "MIN CLEAR MANHOLE COVER AND FRAME. H2O LOADING. ASTMA536 DUCTILE IRON COVER W/22 "0 REMOVABLE ECCENTRIC LID. 2. TELEFLEX FLEXIBLE SECONDARY CONTAINMENT BOOT AND CARRIER PIPE W /TELEFLEX FLEXIBLE PTFE PIPE CONNECTOR OR APPROVED EQUAL. SIZE AS REQUIRED. 3. WATERTIGHT WELDED COMMON PIPING WELL CONNECTION SPOOL. SIZE TO FIT SECONDARY CONTAINMENT PIPE. SEE NOTE 13. 4. SECONDARY CONTAINMENT PIPING. SIZE AS RECOMMENDED BY MANUFACTURER FOR CARRIER PIPE SIZE SHOWN. 5- SECONDARY CONTAINMENT MONITORING PROBE. INSTALL 1" FROM BOTTOM OF WELL 6- 2" FRP OR HDPE INTERSTITIAL MONITORING PROBE RISER W /WATERTIGHT CAP. SEE NOTE 13. 7. 4" FRP OR HDPE RISER W /WATERTIGHT CAP AND TANK LEVEL MONITORING PROBE. SEE NOTE 13. CITY OF ETUKWILA NOV 0 7 1995 PERMIT CENTER RECEIVED NOV X 71995 TUKWILA PUBLIC WORKS 8. 8 "o HANDHOLE W/WATERTIGHT LID IN 2 PLCS. ONE OVER INTERSTITIAL MONITORING PROBE RISER AND SECONDARY CONTAINMENT PROBE. AND ONE CENTERED DIRECTLY OVER TANK LEVEL MONITORING PROBE. SEE NOTE 13. 9. SEAL ALL EXISTING PIPE SLEEVE PENETRATIONS THAT ARE NOT BEING UTILIZED W /WATERTIGHT CORROSION PROTECTED PLUG OR CAP. SEE NOTE 13. 10. ELECTRICAL CONDUIT TO LEAK MONITOR PANEL WITH WATERTIGHT CONNECTOR. SEE DETAIL F & PLAN A/E101. 11. ELECTRICAL CONDUIT TO TANK LEVEL MONITOR PANEL W /WATERTIGHT CONNECTOR. SEE DETAIL F & PLAN A/E101. 12. SIZES SHOWN FOR MANHOLE COVER & FRAMES ARE MINIMUM ACCEPTABLE CLEAR DIMENSIONS. ACTUAL DIMENSITIONS SHALL BE AS NECESSARY TO ALLOW FOR COMPLETE REMOVAL OF TANK COMMON PIPING WELL AND MH UDS. 13. COMPONENTS SHALL REMAIN WATERTIGHT WHEN SUBMERGED UNDER A 10' WATER COLUMN. N BY I&PP'D GATE BROWQ'1 cam.. cHrocak FFB 1R.BROWNE II Dram e/I7 / WAIL NONE a,,.,, ma T/M 25 -95 Mai o< McItopoitcn Seattle SOUTH BASE ANNEX— FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT INSTALLATION SECTIONS AND DETAILS DATE: NOV 95 IE20 ORASWN ,+D: M102 5Er of 11 15 NOTE 6 NOTE 5 NOTE 10 ELECT CONDUIT SEE DET F NOTE 11 4 "FOOT VALVE EXTRACTOR RISER NOTE 7 DOUBLE WALL TANK EXIST 4 "O STUB NOTE 2 NOTE 4 2" UNLEADED GASOLINE. SIMILAR TO DET E /M102 NOTE: TOP OF PIPING WELL NOT SHOWN FOR CLARITY UNLEADED GASOLINE TANK PIPING WELL DETAIL SCALE: 3/4"=1•—C1 FINISHEDI� DE A717- 022 -12 MANHOLE CORROSION PROTECTED FLEXIBLE PIPE CONNECTOR (TYP) A76 VAPOR ADAPTER W /A99 ADAPTER CAP 2" TANK VENT AND VAPOR RECOVERY LINES A79 (2 "X 2 "X 4 "X 4 ") EXTRACTOR HOUSING & BODY w/EXTRACTOR WRENCH VENT EXTRACTOR DETAIL SCALE NONE CORROSION PROTECTED DOUBLE WALL TANK NOTE: FITTINGS SHALL BE EMCO WHEATON AS SHOWN OR ENGINEER APPROVED EQUAL EXTEND PIPE NIPPLE TO EDGE OF MANHOLE LID AS SHOWN (FOR TANKS WITH ACCESS MANHOLE INSIDE COMMON PIPING WELL) MINIMUM HEIGHT, COORDINATE WITH TANK MANUFACTURER COMMON PIPING WELL WALL STEEL SPOOL 3" LONG MIN. SEE NOTE 3 STAINLESS STEEL CLAMP (TYP) TELEFLEX FLEXIBLE CONTAINMENT BOOT CARRIER PIPING SIZE VARIES USE UNION AS SHOWN OR SvMVEL -TYPE FLEX CONNECTOR SEE NOTE 4 TELEFLEX FLEXIBLE PIPE CONNECTOR ISOLATE AS RECOMMENDED - BY TANK MANUFACTURER k� CORROSION PROTECTED DOUBLE WALL TANK PIPING CONNECTION AT COMMON PIPING WELL DETAIL SCALE: NONE 4" FOOT VALVE EXTRACTOR RISER SEE 6/C105 NOTE 1 & 12 NOTE 8 EXIST BOLTS NOTE 6 NOTE 9 EXIST 2" TANK FITTING 0 \ /s/ NOTE 7 jEXISTING 30 "ID PIPING WELL WITH GASKETED COVER SECTION SCALE 3/4"=V-0" 0 tDi EXIST 4" TANK FITTING EXIST 4" TANK FITTING. VENT EXTRACTOR, SEE DETAIL B CORROSION PROTECTED DOUBLE WALL TANK 2" FIBERGLASS PIPE VENT (TYP) CORROSION PROTECTED FLEXIBLE PIPE CONNECTOR (TYP) PRIMARY /INTERSTITIAL TANK VENTS DETAIL SCALE: NONE OVERFILL /SPILL CONTAINMENT MANHOLE "EMCO WHEATON" EWA719 -001 SEALED MH W /1" .NPT DRAIN OUTLET, OR ENGINEER APPROVED EQUAL A97 TIGHT FILL CAP A30 FILL ADAPTOR 4" FILL RISER PIPE CORROSON PROTECTED DOUBLE WALL TANK FILL RISER DETAIL SCALE: NONE NOTE: FITTINGS SHALL BE EMCO WHEATON AS SHOWN OR ENGINEER APPROVED EQUAL ir; METFI0 J BOX SHELL OF MONITORING WELL 1 1/2 WELDED TANK BOSS NYLON REDUCING BUSHING 1" THREADED CONDUIT NIPPLE ?- CONDUI TYPICAL CONDUIT CONNECTION AT MONITORING WELL DETAIL SCALE: NONE NOTES: 1. 42-MIN CLEAR MANHOLE COVER AND FRAME. H2O LOADING. ASTMA536 DUCTILE IRON COVER W/22 "0 REMOVABLE ECCENTRIC LID. 2. TELEFLEX FLEXIBLE SECONDARY CONTAINMENT BOOT AND CARRIER PIPE W /TELEFLEX FLEXIBLE PTFE PIPE CONNECTOR OR APPROVED EQUAL. SIZE AS REOUIRED. 3. WATERTIGHT WELDED COMMON PIPING WELL CONNECTION SPOOL, SIZE TO FIT SECONDARY CONTAINMENT PIPE. SEE NOTE 13. 4. 5. 6. 7. SECONDARY CONTAINMENT PIPING. SIZE AS RECOMMENDED BY MANUFACTURER FOR CARRIER PIPE SIZE SHOWN. SECONDARY CONTAINMENT MONITORING PROBE. INSTALL 1" FROM BOTTOM OF WELL. 2" FRP OR HOPE INTERSTITIAL MONITORING PROBE RISER W/WATERTIGHT CAP. SEE NOTE 13. 4" FRP OR HOPE RISER W /WATERTIGHT CAP AND TANK LEVEL MONITORING PROBE. SEE NOTE 13. CI ; N01 C ^ PEP RECE NOV PUBLIC • 8. 8'C HANDHOLE W /WATERTIGHT LID IN 2 PLCS. ONE OVER INTERSTITIAL MONITORING PROBE RISER AND SECONDARY CONTAINMENT PROBE. AND ONE CENTER DIRECTLY OVER TANK LEVEL MONITORING PROBE. SE NOTE 13. 9. SEAL ALL EXISTING PIPE SL —PEVE PENETRATIONS THA ARE NOT BEING UTILIZED W/WATERTIGHT CORROSION PROTECTED PLUG OR CAP. SEE NOTE 13. 10. ELECTRICAL CONDUIT TO LEAK MONITOR PANEL WITH WATERTIGHT CONNECTOR. SEE DETAIL F & PLAN A/- 11. ELECTRICAL CONDUIT TO TANK LEVEL MONITOR PANE w/WATERTIGHT CONNECTOR. SEE DETAIL F 8 PLAN 12. SIZES SHOwN FOR MANHOLE COVER & FRAMES ARE MINIMUM ACCEPTABLE CLEAR DIMENSIONS. ACTUAL DIMENSITIONS SHALL BE AS NECESSARY TO ALLOW i COMPLETE REMOVAL OF TANK COMMON PIPING WELL AIH LIDS. 13, COMPONENTS SHALL REMAIN WATERTIGHT WHEN SU UNDER A 10' WATER COLUMN. No. REVISION BY (APP•D DATE iiz csen./ ors NEO: F. BROWN Aksokipaky of kietrtopoliton DR■im: I OCC lai FFB 1 R.BROWNE I REC0114IE+aED: [C. SANDERS- UEENA. APpRowix J. RILEY NONE CONTRACT ' T/M 25 -95 SOUTH BASE ANNEX— FADUTIES MAINTENAN UNDERGROUND TANK REPLACEMEN INSTALLATION SECTI AND DETAILS TANK AS RECOMMENDED BY TANK MANUFACTURER kNK HOLD GOWN AIL E: 1/2" =1' —d MENDED (TYP). C MIX IATION). CORROSION PROTECTED HOLD DOWN STRAPS. SIZE AND LOCATION ALONG TANK ACCORDING TO TANK MANUFACTURER'S SPECIFICATIONS (TYP) 6- MIN TYPE D GRANULAR MATERIAL BEDDING AS RECOMMENDED BY TANK MANUFACTURER (TYP) HOLD DOWN HARDWARE AS RECOMMENDED BY TANK MANUFACTURER, 303 OR 304 SS OR OTHER ENGINEER APPROVED CORROSION PROTECTED MATERIAL (TYP) CORROSION P.ROTECTED ANCHOR AS RECOMMENDED BY TANK MANUFACTURER BUT NO LESS THAN 7/8 "0 (TYP) TANK HOLD DOWN SLAB AS RECOMMENDED BY TANK MANUFACTURER 6" LEAN CONCRETE MIX (CONTROLLED DENSITY FILL) 4' 0" MIN r1* -0" MIN // IACKFiLL ,CAVATION HOWN ":IN CONCRETE OF AS RECOMMENDED =R NEW BEDDING IALLAST COMMON PIPING WELL. SEE DET A /M102 SEE NOTE 1 OVERFILL /SPILL CONTAINMENT MH O EL r > z O C 0 a ✓ a U a rr LEAN CONCRETE FILL. i t SEE SECTION 1 t .1 ct FOOT VALVE aL PITCH UP 1 /6 " /FT. _L 6" CLEARANCE TANK HOLD DOWN SLAB. SEE DET A TYPE D FILL MATERIAL (PEA GRAVEL MINUS) CONFORMING TO SPECIFIED GRADATION (TYP) BEDDING THICKNESS AS RECOMMENDED BY TANK MANUFACTURER TANK HOLD DOWN BALLAST. SEE DETAIL A HOLD DOWN HARDWARE. SEE DETAIL A NEW TANK INSTALLATION SECTION SCALE: 314=r-0 1 t' 1 6000 GALLON UNLEADED GASOLINE TANK INSTALLATION DETAIL SCALE: NTS VAPOR PICK -UP POINT MH RTES: 1. INSTALL RETAINING RINGS AS REQUIRED TO AVOID CONTACT BETWEEN THE LEAN CONCRETE FILL AND ANY PART OF THE TANK. AVOID CONTACT BETWEEN RINGS AND ANY PART OF THE TANK. 2. PROVIDE CAP OR FRP SLEEVES AS REQUIRED TO AVOID CONTACT BETWEEN 11-4E LEAN CONCRETE FILL AND ALL PIPING ATTACHED TO THE TANK_ 3. ALL PIPING CONNECTIONS TO TANK NOT NECESSARILY SHOWN ON THIS DRAWING_ REFER TO TYPICAL TANK DETAILS FOR PIPING AND ELECTRICAL CONNECTIONS. 4. REQUIRED HOLD DOWN HARDWARE NOT SHOWN ON DETAIL 8. SEE DETAIL A. RECEIVED CITY OF TUKWILA NOV 0 71995 RECEEcD NOV X 71995 TU1KWI A PUBLIC WORKS z0 O O z T2 0 2 r U W W = Mu 0 N� 7c 3 �1 N RY APP'DI DATE METRO YuryeipoGtr al Yel+opoGton Seattle F. BROWN DOVE: NOV 95 DRAM cHcoxR I StAIE: FFB R.BROWNE' RECwIIEPOW: I NONE C. SANDERS -YEENA I cpt}pAcT r APPRJKD: T /M 25 -95 1 J. RILEY SOUTH BASE ANNEX - FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT TANK SECTIONS AND DETAILS FILE M¢ E20 ro+G Me M103 s MQ or _ 12 13 3' MINI TANK '/, /,. /A. /, /i /,./ COMPACT SUBGRADE TO 95% AS RECOMMENDED BY TANK MANUFACTURER TANK HOLD DOWN DETAIL SCALE: 1/2 " =V -0" 2. -0" MIM OR AS RECOMMENDED BY TANK MANUFACTURER (TYP) EMBED TOP EDGE OF FILTER FABRIC 24" IN LEAN CONC MIX (TYP ALL AROUND EXCAVATION PAVEMENT. SEE DWG C103 EXIST. UNDISTURBED SOIL (TYP) TYPE A FILL MATERIAL CORROSION PROTECTED HOLD DOWN STRAPS. SIZE AND LOCATION ALONG TANK ACCORDING TO TANK MANUFACTURER'S SPECIFICATIONS (TYP) 6" MIN TYPE D GRANULAR MATERIAL BEDDING AS RECOMMENDED BY TANK MANUFACTURER (TYP) HOLD DOWN HARDWARE AS RECOMMENDED BY TANK MANUFACTURER. 303 OR 304 SS OR OTHER ENGINEER APPROVED CORROSION PROTECTED MATERIAL (TYP) CORROSION PROTECTED ANCHOR AS RECOMMENDED BY TANK MANUFACTURER BUT NO LESS THAN 7/8 "© (TYP) TANK HOLD DOWN SLAB AS RECOMMENDED BY TANK MANUFACTURER 6' LEAN CONCRETE MIX (CONTROLLED DENSITY FILL) LIMIT OF EXCAVATION (TIP) ENVELOPE PEA GRAVEL BACKFILL AROUND ENTIRE TANK EXCAVATION WITH FILTER FABRIC AS SHOWN EMBED FILTER FABRIC 24" IN CONCRETE OF HOLD BOTTOM OF FABRIC AS RECOMMENDED BY FABRIC MANUFACTURER 95% COMPACTION BELOW NEW BEDDING AND TANK HOLD DOWN BALLAST NEW TANK INSTALLATION SECTION SCALE 3/4-=1.-0- COMMON PIPING WELL SEE DET A/M102 SEE NOTE 1 OVERFILL /SPILL CONTAINMENT MH 0 a r >z r O a O a D < CV r a m Q ' SEE NOTE 2 LEAN CONCRETE FILL. ti SEE SECTION 1 I 1 I� i FOOT VALVE ,o f- ___iL PITCH UP 1 /8 "/FT. 1 L 6" CLEARANCE - ' . .. .. TANK HOLD DOWN SLAB. SEE DET A TYPE D FILL MATERIAL (PEA GRAVEL MINUS) CONFORMING TO SPECIFIED GRADATION (TYP) BEDDING THICKNESS AS RECOMMENDED BY TANK MANUFACTURER TANK HOLD DOWN BALLAST. SEE DETAIL A HOLD DOWN HARDWARE. SEE DETAIL A I 1 �- 3" CLEARANCE 6000 GALLON UNLEADED GASOLINE TANK INSTALLATION DETAIL SCALE: NTS /1TES: 1. INSTALL RETAINING RINGS AS CONTACT BETWEEN THE LEAs ANY PART OF THE TANK_ A RINGS AND ANY PART OF T VAPOR PICK -U? POINT MH 2. PROVIDE CMP OR FRP SI.EEV AVOID CONTACT BETWEEN Ti" FILL AND ALL PIPLNG ATTAC: 3. ALL PIPING CONNECTIONS TO NECESSARILY SHOWN ON THI. TO TYPICAL. TANK DETAILS F ELECTRICAL CONNECTIONS. 4. REQUIRED HOLD DOWN HARD DETAIL B. SEE DETAIL. A_ I rip RECEM CITY OF It NOV 0 7 RECEIVE!! NOV X 7199; PUBLIC ORK } I' j . ��o eRo G C e lST�` `, "°" "` °� ucsc�cm F. BRO> � E ► m ET R o , I j M""" I°CElk ' Sty FFB RBROWNEI SOUTH BASE ANNEX-FACILITIES MAINTENAN UNDERGROUND TANK REPLACEMEN TANK SECTIONS AND DETAILS 1 1 NONE I c. SA OERS 0 SANDERS -uEENA I caaw�a p2 "°°R°r`M _ 1 T/M 25 -95 J. Rtl£r t NCI. - REVISION 1 BY'AP?'DI DATE 1 1.013/ 1 PAINT SHOP PREP SHOP LOUNGE /LUNCH ROOM OFFICE 1I E102 .CREW CHIEF FACILITIES MAINTENANCE AND FUEL ISLAND PARTIAL PLAN SCALE: 1/8" =1' -0' 4 LI 60D0 GAL UNLEADED GASOLINE TANK SFM -1. SEE DWG P101 EXISTING WIREWAY FOR FUEL ISLAND WIRING FROM C -6 CONTACTOR IN ELECTRICAL ROOM FUEL LEAK ALARM BUZZER W /SILENCE BUTTON. SEE ELEVATION 2/E102 CONTROL CONSOLE LEAK AND INVENTORY MONITOR CONSOLE EXISTING 208/120V POWER PANEL 'P2 —H9' CUT AND SPLICE NEW WIRING TO EXISTING WIRING IN I- WNDHOLES, SEE NOTES 1.2 & 3 EXISTING WASH DOWN HOLDING TANKS AND VALVE . PIT NOTES: 1. FUEL ISLAND LUMINARY TO BE WIRED FROM LOCATION SHOWN. THRU EXISTING WIREWAY, TO EXISTING LIGHTING CONTACTOR C -6 IN ELECTRICAL ROOM. 2. NEW FUEL DISPENSER TO BE WIRED. THRU EXISTING WIREWAY, TO EXISTING CONTACTOR C -2 IN PREP ROOM. 3. AIR /WATER DISPENSER HEATERS TO BE WIRED. THRU EXISTING WIREWAY, TO EXISTING PANEL P2 —H9, CKT 40. ELECTRICAL LEGEND Fi ECE1 ED "\* OF TUKWILA NOV 07w PERMIT CENTER RECEIVED NOV X 71995 PUBi C WIORKS L — LIGHTING POWER CONDUIT INTERSTITIAL SPACE LEAK DETECTOR CONDUIT SC SECONDARY CONTAINMENT LEAK DETECTOR CONDUIT TL TANK LEVEL MONITOR CONDUIT P DISPENSOR POWER CONDUIT HTR DISPENSOR HEATER POWER CONDUIT 1 ar 1 1 BY APProIDATE IIa e:99 /6 / F. BROWN .. A► iii E °T R O Mob of Netropoiton Seattle WE: NOV 95 ORAvw: FFB RLc •PPROVEO: J. RILEY 1 O =Elk SCALE: w. SERRE NONE COwiRnCT No- T/M 25 -95 SOUTH BASE ANNEX — FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT ELECTRICAL PLAN RE N¢ E20 wwc No: E101 1 S'EET N0: OF 13 15 EXISTING C -2 CONTACTOR FOR FUEL DSPENSER PAINT SHOP PREP SHOP 90% FULL ALARM AND LEAK ALARM W /ALARM • SILENCE P8. SEE ELEVATION 3/E102 EXISTING LUMINARY AND POLE TO BE REUSED, SEE NOTE 1 DETAIL A /E101 FOR EXPANDED VIEW OF THIS AREA UNLEADED GASOUNE ME i:K AND DISPENSER AIR /WATER DISPENSER W /HEATERS LOUNGE/WNCH ROOM El 02 CREW CHIEF FACILITIES MAINTENANCE AND FUEL ISLAND PARTIAL PLAN SCALE: 1/8' =1' —O- L: 6000 GAL UNLEADED GASOUNE TANK SFM -1, SEE DWG P101 EXISTING WIREWAY FOR FUEL ISLAND WIRING FROM C-5 CONTACTOR IN ELECTRICAL ROOM FUEL LEAK ALARM BUZZER W /SILENCE BUTTON, SEE ELEVATION 2/E102 CONTROL CONSOLE LEAK AND INVENTORY MONITOR CONSOLE EXISTING 208/120V POWER PANEL 'P2 —H9' CUT AND SPLICE NEW WIRING TO EXISTING WIRING IN HANDHOLES, SEE NOTES 1.2 & 3 EXISTING WASH DOWN HOLDING TANKS AND VALVE PIT — VOTES: 1. FUEL ISLAND LUMINARY TO LOCATION SHOWN. THRU E TO EXISTING LIGHTING CON ELECTRICAL ROOM. 2. NEW FUEL DISPENSER TO EXISTING WIREWAY, TO EX'S C -2 IN PREP ROOM. 3. AIR/WATER DISPENSER HEA THRU EXISTING WIREWAY, Ti P2 —H9, CKT 40. ELECTRICAL LEGEND IM SC RECE Y OE NOV 0 PERMIT REC NOVA TU PUBL! 4 t LIGHTING POWER CONDUIT INTERSTMAL SPACE LEAK DETECTOR SECONDARY CONTAINMENT LEAK D TANK . LEVEL MONITOR CONDUIT DISPENSOR POWER CONDUIT DISPENSOR HEATER POWER CONDU No. REVISION IAPP'Df DATE I t ceK19 /5 / "METRO a F BROWN WOok acct SCALE.- FF8 W SERRES� • Rtc0uldf.NDED: NONE G SANDERS- MEENA Aom.CT *AAs T/M 25 -95 I 1 RILEY SOUTH BASE ANNEX— FACIUTIES MAINTENAN UNDERGROUND TANK REPLACEMEN ELECTRICAL PLA ELEVATION OF EXISTING ELECTRICAL PANELS LEAK: ` : -. IOLE. ■G:WASHDOWN OL•PNL TO EAST WALL CHIEFS OFFICE ELEVATION SCALE: NONE ELEVATION SCALE: NONE 3/4 "GRS CND W/4 116 THWN TO TANK INTERSTITIAL AND SECONDARY CONTAINMENT LEAK SENSORS, SEE NOTES 2 & 3 3 /4`GRS CND W/1 BELDON SENSOR S E NOTES 2& LEVEL EXISTING 208/120V PANEL P2 -H9. SEE DWG E103 FOR REWORK AND NEW PANEL SCHEDULE NORTH TANK 11 LEVEL METER TO BE REMOVED. SEE NOTE 1 SOUTH TANK 12 LEVEL METER TO BE REMOVED. SEE NOTE 1 EXISTING ELECTRICAL PNLBD TO BE REMOVED ELEVATION OF NEW & REWORKED ELECTRICAL PANELS TANK 90% FULL ALARM BELL LEAK ALARM BEACON 3/4 "GRS CND W/4 112 THWN TO OUTSIDE ALARMS. SEE NOTE 2 3 /4"GRS CND W/2 112 THWN TO CHIEFS OFFICE ALARM. SEE NOTE 2 LEAK ALARM BEACON CONTROL CONSOLE LEAK AND INVENTORY MONITOR CONSOLE RELOCATE EXISTING WELDING RECEPTACLE. WIRE & CONDUIT AS SHOWN NG ..3: 1. NORTH AND SOUTH TANK LEVEL METERS AND ALL ASSOCIATED WIRE AND CONDUIT SI -IALL BE REMOVED. CONTRACTOR SHALL SURPLUS METERS TO METRO. 2. IN ADDITION TO THE CIRCUIT CONDUCTORS. PROVIDE CODE SIZE GREEN GROUND WIRE IN ALL CONDUITS. 3. NEW CONDUIT SHALL BE 1 "GRS. NEW WIRING SHALL BE SIZE AND TYPE TO MATCH EXISTING. 00 3/4 "GRS CND W/ #12 THWN WIRE AS REOUIF.ED (am) ALARM SILENCE PB TANK 90% FULL INDICATOR BY APP1D DATE • 1 1 1 1 66 SOUTH WALL ELEVATION • SCALE: NONE tFcr:ur+ F BROWN 3/4 "GRS CND w/4 #16 THWN TO LEAK AND INVENTORY MONITOR CONSOLE. SEE NOTE 2 AND DWG E101 3/4 -GRS CND W/1 BELDON /8760 CABLE TO LEAK AND INVENTORY MONITOR CONSOLE. SEE NOTE 2 AND DWG E'REcE$ +"a ED NOV X 71995 TUKWILA PUBLIC WORKS EXISTING CONDUIT FROM PNL 'P2 -H9' FOR AIR & WATER DISPENSER HEATER PWR. SEE DWG E101 FOR CONTINUATION EXISTING CONDUIT FROM C -2 CONTACTOR FOR GASOLINE DISPENSER POWER. SEE DWG E101 FOR CONTINUATION NEW HAND HOLE FOR SPUCING.. EXISTING WIRING TO NEW SEE NOTE 3 RECEIVED ' 3V( OF TUKWILA NOV 071995 PERMIT CENTER nmETRD h of MetroPoitan off: NOV 95 SGtL- NONE CONIRACT NO T/M 25 -95 SOUTH BASE ANNEX- FACILITIES MAINTENANCE SOUTH " UNDERGROUND TANK REPLACEMENT E20 E102 ELECTRICAL SECTIONS AND DETAILS SKIT NM x` 1415 EXISTING 480/277V PANEL 'P4 -H9' EXISTING 208/120V PANEL 1P2 -H9' EXISTING WELDING OUTLET TO BE RELOCATED 3 /4 -GRS CND W/2 112 THWN TO LEAK AND INVENTORY MONITOR CONSOLE ELEVATION OF EXISTING ELECTRICAL PANELS EXISTING. WASHDOWN CONTROL PNL TO REMAIN EAST WALL — CHIEFS OFFICE ELEVATION SCALE: NONE ELEVATION SCALE: NONE 3 /4'GRS CND w/4 #16 THWN TO TANK INTERSTITIAL AND SECONDARY CONTAINMENT LEAK SENSORS. SEE NOTES 2 & 3 3/4 GRS CND W/1 BELDON 18760 CABLE TO TANK LEVEL SENSOR. SEE NOTES 2 & 3 EXISTING 205/120V PANEL P2 -H9. SEE DWG E103 FOR REWORK AND NEW PANEL SCHEDULE NORTH TANK #1 LEVEL METER TO BE REMOVED. SEE NOTE 1 SOUTH TANK 12 LEVEL METER TO BE REMOVED, SEE NOTE 1 EXISTING ELECTRICAL PNLBD TO BE REMOVED 3 /4 -GRS CND w/4 1 #12 THWN TO OUTSIDE ALARMS. SEE NOTE 2 i • ELEVATION OF NEW & REWORKED ELECTRICAL PANELS TANK 90% FULL ALARM BELL 3 /4`GRS CND w/2 #12 THWN TO CHIEFS OFFICE ALARM. SEE NOTE 2 LEAK ALARM BEACON CONTROL CONSOLE LEAK AND INVENTORY MONITOR CONSOLE RELOCATE EXISTING WELDING RECEPTACLE. WIRE & CONDUIT AS SHOWN NG : 1. NORTH AND SOUTH TANK LEVEL M ALL ASSOCIATED WIRE AND CONDO REMOVED. CONTRACTOR SHALL S! TO METRO. 2. IN ADDITION TO THE CIRCUIT CONE CODE SIZE GREEN GROUND WIRE 3. NEW CONDUIT SHALL BE 1'GRS. N BE SIZE AND TYPE TO MATCH EX!! LEAK ALARM BEACON 3 /4-GRS CND W /j12 THWN WIRE AS REQUIRED (TP) ALARM SILENCE PB TANK 90% FULL INDICATOR • SOUTH WALL ELEVATION " SCALE: NONE 3/4 GRS CND W/4 116 THWN TO LEAK AND INVENTORY MONITOR. CONSOLE. SEE NOTE 2 AND DWG Etat 3 /4"GRS CND w/1 BELDON 18760 CABLE TO LEAK AND INVENTORY MONITOR CONSOLE. SEE NOTE 2 AND DWG Et�� NO T1 PORT EXISTING CONDUIT FROM PNL 'P2 -H9' FOR AIR & WATER DISPENSER HEATER PWR. SEE DWG EI01 FOR CONTINUATION EXISTING CONDUIT FROM C -2 CONTACTOR FOR GASOUNE DISPENSER POWER. SEE DWG E101 FOR CONTINUATION NEW HAND HOLE FOR SPUCING EXISTING WIRING TO NEW. SEE NOTE 3 NO. REVISION BY APP'DIDATEI DAMS 9/6 / ''M TRQ F. BROW 4 0460M ICKOMM SCALE.: FFB W. SERRE REC0664010ED: C.SANDERS -MEENA meRCAMM i RILEY NONE 0001047 14M T/M 25 -95 SOUTH BASE ANNEX- FACIUTIES MAINTENA UNDERGROUND TANK REPLACEMEN ELECTRICAL SECT10 . AND DETAILS LEAK ALARM BEACON. TOP OF CONTROL CONSOLE LIARY LAY: I JITOR SOLE ONITORS) FULL LENCE PB ;OR ALARM) C)- ALARM (j RELAY LEAK ALARM BUZZER IN CREW CHIEFS OFFICE GASOLINE TANK 90% FULL ALARM AT FUELING AREA CONTROL CONSOLE ALARM TIMER T.D.O. ALARMACTIVATE' J 0 O Z Z r- W 8N M3 W y Z6 W VI Z z Z Y y06. U J AR -1A •--5 120VAC. PNL P2 -H9. CKT • 1 UNLEADED GASOUNE TANK FMS -1 FACILITIES MAINTENANCE SOUTH TANK MONITORING CONTROL DIAGRAM (CONCEPTUAL) AUXILIARY RELAY I O I GASOLINE TANK FMS -1 90% FULL ALARM CONTACT MONITOR CONSOLE (INVENTORY MONITORS) L �I 120VAC DED. CKT. PNL P2 -H9. CKT 11. PER MANUFACTURERS REOMTS TANK FULL ALARM OUTPUT GASOLINE TANK FMS -1 90% FULL INDICATOR INVENTORY PRINTOUT 90% FULL OUTDOOR STATUS INDICATOR (AT OUTDOOR ALARM) NOTES: 1. CIRCUITS THAT ARE HIGHLIGHTED ON SCHEDULE FOR PANEL P2 -H9. ARE CIRCUITS THAT ARE NEW OR TO BE REUSED AS INDICATED BY THE DRAWINGS AND OR SPECIFICATIONS. PANEL SCHEDULE wa P2 -H9 (DUSTING) pI run:. Q yr• r TrMee rrnut. mac 9. Q • na TlK•TKT+ DRIVE THRU SOUTH DOOR. COL 1 -9 ice' W. ow .a mTO Q c 1w. R 208/120v. 33. aw ftsto OCSTRIPTIW L LOC•TID. Lan I � la ISIZI xnTA. •,.S_ i• pi 1 •I I I E I GASOLINE PUMP (P1) 1 I 1 GASOLINE PUMP (P1) 1 I SPARE 1 I SPARE I CASOUNE DISPENSER I I MONITOR CONSOLE 1 { CARO SYSTEM r I 20/1 1 1/2 1 a ^ >•�>• ^..I • t 1 1 17 I _4 1. •CEIER .n •9CN I aT 1..S. r 1 L1381 SUC • I 12.11 14 •14.2 ! Al 9! C 12 111111112710.1 1 l0C•113N I I :Y.; • 120 19 120In 120(u 1�1 I 115 5:.= I 1 ! 1 {r1. 3 Es s 1 I •1 TOT• . •.. I T C T 1 BLOCK NO. PNL -SCH 1 I 1 EY E7 `.: EX f Et_ u: 7-7 E- t >: E =3'120 .x'20{ •2 EUEERC. FUEL CONTACTOR I I • E. OUR. WTR DIS° HEATERS 1 SPARE IT07.1. •a I eC 2 t ITDTy &IC. 112 1 f9Cv /DATEI ImNZ 1 ! 2984 1 I I RECEIVED ;ITY OF TUKWILA NOV 071995 PERMIT CENTER RECEIVED NOV X 71995 TUKWILA UBUC WORKS I 8Y lAPPDI DATE I 1 DESIGNED: F. BROWN „METRO Municipally of Metrop°6ton Seethe !DATE: i NOV 95 DRAWN. CHECKED: SCALE: FFB W.SERRES RECOLNEN0E0: NONE CSANDERS -MEENA I CONTRACT NO: mows 9/8 / APPRDYEO: I .1, RILEY T/M 25 -95 SOUTH BASE ANNEX - FACILITIES MAINTENANCE SOUTH i ''°' UNDERGROUND TANK REPLACEMENT j E20 ELECTRICAL DIAGRAMS AND PANEL SCHEDULES 7'1E17)3 I SHEET Na Or 15 15 GASOLINE TANK FM5 -1 LEAK ALARM CONTACT LEAK ALARM OUTPUT SECONDARY CONTAINMENT LEAK INTERSTITIAL LEAK AUXILIARY RELAY LEAK ALARM BEACON. TOP OF CONTROL CONSOLE MONITOR CONSOLE (LEAK MONITORS) .O� 90% FULL ALARM SILENCE PB (AT OUTDOOR ALARM) RELY I • RELAY LEAK ALARM BUZZER IN CREW CHIEFS OFFICE CONTROL CONSOLE ALARM TIMER T.D.O. GASOLINE TANK 902 FULL ALARM AT FUELING AREA ALARM ACTIVATE ALARM SILENCE AR -1A HI AR -19 AR-1A ' --.5 12OVAC. PNL P2 —H9. CKT - AUXILIARY RELAY 11 : GASOLINE TANK FMS -1 902 FULL ALARM CONTACT MONITOR CONSOLE (INVENTORY MONITORS) .— C - iN EIi CU .-z <mz C.I CZ I.1 C - J z -UT Z OO1 6 N V J C U Oz z� U > UNLEADED GASOLINE TANK FMS -1 FACILITIES MAINTENANCE SOUTH TANK MONITORING CONTROL DIAGRAM (CONCEPTUAL) TANK FULL ALARM OUTPUT GASOLINE TANK FM5 -1 902 FULL INDICATOR INVENTORY PRINTOUT IL) 120VAC DED. CKT. PNL P2 —H9. CKT 11. PER MANUFACTURERS REOMTS 90% FULL OUTDOOR STATUS INDICATOR (AT OUTDOOR ALARM) Hc • NOTES: 1. CIRCUITS THAT ARE HIGHLIGHTED ON SCHEDULE P2 —H9. ARE CIRCUITS THAT ARE NEW OR TO BE AS INDICATED BY THE DRAWINGS AND OR SPECIF PANEL. SCHEDULE P2 -H9 (COSTING) SiNNGS .v.o. aa,..wa ...n .a.T>a6 0 DRIVE THRU SOUTH DOOR. COL 1 -9 X MPTTN a LOWID4 IGASOL INE PUMP (PT) I (GASOLINE PUMP (P1) 66:,66. 208, 6v.nwc jRT-p. O VIE { 1TSf ,°,121:Y ma { 1mt I 1 Xe�n..+s- 16'R cRO.. rsi � AacN ` . I a c 4Q I ^ 1jt ( �OfII �- r 1 t/2 1 .-� 1111 1 I { 7 ^ �l� .4 • I 120 I + - !:! -= 7° 1 I ; I20 1a = X12 120 113 - „ 1 I n= /6.I SPARE SPARE I !GASOLINE DISPENSER !MONITOR CONSOLE !CARD SYSTEM • it 1 1 1b I I 1 I 1b ^ i 1 i j r- 1 1 1 131 1 I 1 I 1 1•I 110T.I. AT. I, C T I BLOCK Na PNL -SCH U3613 ivuK asaw6Pz I 1 I 3 i 1 , r -4 >tl ! I 1 I I - 3. 120 1 t t I EUERG. 1 • x? i I 1 : a., 1 I I .s 1 20 I i I 1 1AIR. WTR ^ ..2.: 1 I I f I I iMT•. •a 17L 1 =AIL ALL Tat RE-C1 ;11Y OF NOV C PERM( T RECEIV NOVX7 TUKWIL UBCUC WC 1 No. i REVISION ! BY {APP'DI DATE { 1 itm.46s 9/6 / 1 mETRD {F. BROWN MTSi.cipoity oI Yettopoitoit Se I' 1C 'SCALE: FFB W.SERRES 1 Rtcamm.AMto: NONE IOSANDERS -MEENA a7apAc7 MO fT /M 25 -95 IIJ. RILEY SOUTH BASE ANNEx— FACILITIES MASNTENANC UNDERGROUND TANK REPLACEMENT ELECTRICAL DIAGRAF AND PANEL SCHEDU[ 413 METRO ( ..., ;,,, King County Department of Metropolitan Services • Environmental Planning and Real Estate Division • • .,.... ... t.,.. ,.,. ...:nv.. ....nt. . ...a 4.�trt .. ,�., a....v7a:i kY..: t,h . : S;Y .. rwr�., +c.: ..., ' yµ i; M'' h. P' 9 t £ 3:,. i(,^ ' ;L U d74.nl'i�ui'. + :i'✓ '' , ��.lu: R O B E ' T ( Y \I.RnFEsslim 4111 `;I;O\l( 111.\II•:s111111 116 Sol III Il sIltl•I I I 111 �. I I \ I 1 ( R I 1:1 ?8 S KU1 . 1r,1 Si 111: 21S 4 , 1111t1 11:11 1114 �F: \'PI1.1:.11.Iti111 \fall \!1!11111 111)\111.11.1 11 %111'11411I 1':LCNImr.r.liNiM1.11111:1 II'I.I;PIWM, IHlull'aI.I om \ S S O C I: \ " T I: S 11\: (2(Ni) 1121.117411 rwocollorwnw I n\,I 1.11v.I: \IH \i':I :Ks RECEIVED CITY OF TUKWIIA DEC 011995 December 1, 1995 PERMIT CENTER Waterleaf Architects s'- 0 r 1218 Third Avenue - Suite 1412 _t1 1d�" Seattle, WA 98101 Attention: Mr. Darrell Turner Regarding: 95 -T -26 (Metro - South Base Addition) RFA #95102 -26 Dear Mr. Turner: We have discussed the previous comments from our November 30, 1995, letter with Mr. H. K. Kim and have reviewed the proposed project for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no additional comments. We have forwarded the drawings, calculations, soils report, and other project information to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer of. H. K. Kim, Engineers, P. S. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. get Crys al Kolke CLK:3 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t26 ^3.doc Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. ry al Kolke CLK:2 cc: Mr. Duane Griffin 95t26 ^2.doc • r • R 0 13 E' T 111114M1(1\ 11 inl 141.:(31\11 111: \I F. 5111 '111 111i Mf1 I'll Ilull Ltilkl i'. H: k\ ICES til l'fE .d1:i %;1 I'1'Ii 210 1 . l \ \ � \' \ ` tall,l'uk \'lIu\ �1;1ITLP:.11 \till ; \l ll1 \ '1114111 Iln \111.111 II'' Ii Ii,!tl i 1 \ l \ aN 1'F:I miu\l 1 2II;)lizl•IntI:l i :LP:I'nu\I. dt(IIt 1lvPi 1 S S () C 1 A T E S PAG (206) Ii2I.97Th ■•■■ (HMI *411.24 la! \sI1:f1 \1; I: \lil \I:I:I November 9, 1995 NOV 14 1995 COMMUNITY DEVELOPMENT Waterleaf Architects 1218 Third Avenue - Suite 1412 Seattle, WA 98101 Attention: Mr. Darrell Turner Regarding: 95 -T -26 (Metro - South Base Addition) RFA #95102 -26 Dear Mr. Turner: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our comments follow: 1. The date and project number for' the soils report and addendum need to be referenced on the drawings. 2. Page 3 of the addendum to the soils report recommends a maximum pile capacity of 40 The calculations assume a capacity of 60 per pile. Revise the drawings and calculations to conform with the recommendations of the soils engineer. Reconsider the adequacy of exterior wall pile supports using the 7 -1/4" panel thickness as shown on the drawings. The calculations, page 9, analyze a 5 -1/2" thick panel. 3. All elements requiring special inspection need to i emized on the drawings as necessary to show compliance with Section 1701.5. 4. The camber calculated on page 3 for the W24x76 beams does not correlate with the drawings. 5. Several section cuts on the Roof Framing Plan are not coordinated with the details. Revise the drawings as required. 6. Section G /W -S3 calls out an incorrect depth of the wide flange.beam. Also, no stiffener is called out at the column support. 7. The structural drawings appear to show the east canopy as flat. The . architectural drawings show a slope per Section 4/WA602, however, the actual slope is not specified on the drawings. Please clarify. It is important at this condition' to consider snow drifting analyzed in Snow Load Analysis for Washington,' published by the Structural Engineers Association of Washington. Consider all loading conditions including water accumulation, as applicable; refer to Section 1605. • ,•_ :.: .: / S'wS ,; %n .1 . t .i i N!' rl � l PN i ; 4. F . j ,, :.rj.S� �� 4yt •. ry. ;tiJ� F'p` y .t .V.Z"•ji: q Y • .. .. s,;. :,1. Jn':. i r.. .. .:; ..:? ,z ,r .?'•:. a.$)). _1. ,.,.Y :.... r:, November 9, 1995 Metro - South Base Addition Page Two 8. Page 12 of the calculations considers the load from the addition on the . existing wall. Consider the new loads in addition to the existing loads and check the existing wall for adequacy. 9. Sheet WA/03 is missing from our drawing set. Please forward a copy of this letter to the structural engineer of H. K. Kim, Engineers, P. S. and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystal Kolke CLK:1 cc: Mr. Duane Griffin City of Tukwila 6300.Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t26 ^1.doc . 2_ .t. 'p:..,'.. d, ;'; ._ •, r:. . .. .. ..h .. ,, ,..M1� a „'>.t. ..,.. r.f {',”: .. "':'e;'}. r,151,;Q•.r:. ..Y�..1n"'ih 4: r , , ' q . , ; R City of Tukwila John W. Rants, Mayor �' , �r� Fire Department Thomas P. Keefe, Fire Chief 1908 November 2, 1995 Fire Department Review Control #B95 -0360 (511) Re: South Base warehouse - 11911 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57544139 • " rat � ��Vr c s , is �•+'Ey i.Y �� . ° P ���r City of Tukwila y John W. Rants, Mayor S �t %, \ ; a��'' Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4- 4.1.3.2.1) Refrain from blocking sprinkler coverage with shelving. NFPA standard #13 states that any shelving or decks in excess of 4 feet in width will require installation of sprinklers thereunder. The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1003.1.1) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fay (206) 575-4439 ; ti. j. { .E r : � � �. �• �� • r :.r. �, • �. �,: �, ,,¢ . ;� ,.. �! ''�+� "��r Y u : ?! i i . �r :r d rurs;t.,r•g;a.* �1` �' is r'.x, }; r r.. �7 . 3`,1'+ !'i s �¢ City of Tukwila `C� John W. Rants, Mayor '• ; ynk / Fire Department Thomas P. Keefe, Fire Chief /908 • { Page number 3 All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) 4. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose stations. Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) 6. Aisles leading to required exits shall be provided from all .ortions of buildin.s. Aisles located within an +: Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Or f6y �� , .2 �, Z ty of Tukwila la John W Rants, Mayor O % f , r�y, Fire Department Thomas P. Keefe, Fire Chief 190S Page number 4 accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) 7. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 8. When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Fire Code 803. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 9. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City ()rdi nanny #1742) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 r �.r .:t .. i + hs " i'p:u' � � ut ,;,, �. . ,� c ,1 g q��dF. a t { 4,� gr , as 4.4^ ,,< , > t s d4Ferte ttu ���Yks4 C.x .: 1 �. �n: zti:+. s. �. 7.. �., xf��'. �. 4`., e. 4. rd. Y. ��'. ��51�d•k /x?.61:rt5�.-7'yt'.i�;�i 4�2 Y) �:dn)�f. °L;i w ... {7 .,�.- � ?.....t'.,. ,.{t,!K 4 . r.s�x',...i%.�r! §r��,�i�i, �.'vro �� ��,d��t�v, • . Y e \ \ \ - \ \ *ILA, ii \1 , O ;.. �. • q, 2 r� • �+ • ,:rA�a„ % �� t� of L u'l �C� John W. Rants, Mayor O '+ CP ,• ' 4Y' J Fire Department Thomas P Keefe, Fire Chief • + 1908 Page number 5 This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, (d77-P 42 The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax: (206) 5754439 • f� • 1994 Washington State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zone 1 ENV -SUM • 1994 Washington State Nonresidential Energy Code Compliance Forma April, 1994 Project Info Project Address M r S.O u 4� , t' A SE Mj N E?c Date 1 1 9 1 1 EAST Nr4B et 1IU L WAY S, BLD*i C For Building Department Use T u K 4c111.A , 1h1 R 1$168 - Applicant Name: 3E1041F t R -row w N S E. 1 p Applicant Address :8 2 I 2 �� A' , SEATTLE c I U" �/� f Applicant Phone: 68 et _ 5 . . 236 !Project D escription ! ® New Building XAddition ❑ Alteration D Change of Use Compliance Option 0 Prescriptive Component Performance ❑ ENVSTD 0 Systems (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ` -^ ❑ Electric resistance All othe (se over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be Included In the (vertical 8 overhd) divided by Wail Area times 100 equals ' Glazing Gross Exterior Wall Area If they are Insulated to ._... the level required for opaque walls. 15 0 c I o a x100= z (1 Concrete/Masonry Option 0 Check here If using this option and If project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (ow) for qualifications. Enter requirements for each qualifying assembly In the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated /cooled space Insulation on interior - maldmum U -factor is 0.19 Minimum insulation R- values Insulation on exterior or integral - maximum U -facto is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option, list walls All Other Roofs with HC t 9.0 Btu/ft'•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls from Table 20-5b In the Code. Below Grade Wails Wall Description U- factor Floors Over Unconditioned Space (Including insulation R- value & position) Slabs -on -Grade Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing Semi- heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' 'Refer to Section 1310 for qualifications and requirements RECEIVED Notes: OCT 2 5 1995 COMMUNITY DEVELOPMENT I tar • et: 1994 Washington State Nonresidential Energy Code Compliance Form E Summary (back) C limate Zone 1 , ENV =SUM: • 1994 Washington Slate Nonresidential Energy Code Compliance Forms April, 1994 D e ci s i o n Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option, for Prescriptive Option If not either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope Electric Resistance: Space Mating systems which use electric resistance requirements, the following two categories comprise all space heating types: l forted elements as the primary heating system Inctuding baseboard, radiant, and Otter: All other space Mating systems Including gas, solid fuel, oti, and ( Start / sir units *bare the total electric resistance heat :mewls at capacity 1.0 propane space heating systems and those systems listed In the inception to �- - W/R' of she gross conditioned floor area. Exception: Heal pumps and electric resistance. (continued at right) tennInal electric resistance heating in variable ale volume distribution systems. Fiscus\ Resistance t? no Heat? yea { «sR.1 All Masonry Masonry . .•' f AN • ell Criteria O1C?- all Criteria OK - -z, walla R -19 aulatlon no (below) // Yes yes (belo no` ynsulaUonp: yes no no yes •• / u0% Y.-4 '. < <2oi _ • < 20 46 azi ' no no p� no no C,. , . ? yes yes yea "yes I Al Insulation Installed? MN insulation Installed? Alt Inauiation Installed? Al Insulation Installed? Opaque Walls R•11 Opaque Wails R -11 Opaque Wads R -1 Opaque Wags R -19 Below grade walls (ext) R•1 • Masonry walls (Int) U .0.1 Masonry wads (int) U -0.1 Below grade walls (ext) R -1C • Below grade wads (othr) R•11 Masony wads (other) U -0.2 Masonry we (other) U -0.2 • Below grade walla (othr) R-1£ Roofs over attics R- • Below grade walls (ext) R.1 • Below grade walls (ext) R -1 • j Roofs over attics R -3$ • other roofs R -21 Below grade walls (otter) R -11 Below grade wads (othr) R -1 • All other roofs R•30 Floors over uncond.sp. R -1: Roofs over attics R -301 Roofs over attics R. , Floors over uncond. R -30 • Stabs-on-grade R•10 • other roofs R•211 • • other roofs R. • Slabs - on-grade R -10 Radiant floors R•1 • Floors over uncond.sp. R•19 Floors over uncond. R. • f Radiant floors R•1 d Opaque doors U -0.80 Slabs-on-grade R•101 Slabs-on-grade R -10 i Opaque doors U -0.60 • Radiant floors R.10 Radiant floors R•1 • Opaque doors Opaque P q U•0.6C O a doors U -0.60 Glazing Criteria Metz _____.i _____.i g Criteria Glazing Criteria Met? Glazing Vert OH Glazin Met? • Glazing Criteria Met? Glazing Vert OH 1 Area % U U SHOO Area % U U SHGC 00.15% 0.00 1.45 1.00 Glazing Vert OH } Glazing Vert OH : 00.20% 0.40 0.80 1.00 16-20% 0.75 1.40 1.00 l 1 Area % U U SHGC Area % U U SHG • _ ___ 20.30% 0.80 1,30 0.85 i 00.15% 0.90 1.45 1.00 I 00.20% 0.40 0.80 1.00 ! yes I no �� i 30-40% 0.50 1,25 0,45 1 16-20% 0.75 1.40 1,00 I `s I 20.30% 0.60 1.30 0,85 � yes • no no 1 yes 30.40% 0.50 1.25 0,45 I I no yes i ! 1 . Prescriptive Y _ ___1 Y • Path Allowed Component Performance Y • S A n al ysis Require o Y -____ .._. • 1' i Concrete /Masonry Option* Wall Heat Capacity (HC) 'If the area Assembly Description Assy.Tag NC** Area (sf) HC x Area capa weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "Fat framed walls, assume HC =1.0 unless calculations we provided; for all _ other walls, use Totals Section 2009. Area weighted HC: divide total of (HC x area) by Total Area • c; '• j' t, r : Envelope UA Calculations . Climate Zone 1 ENV-UA rr Project Address , Seattle, WA Date 10 -23 -1995 Space Heat 'type 0 Electric Resistance is All Other For Building Department Use r 'j Glazing Area 2.8 % Concrete /Masonry Option ® Yes ❑ No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option Is used, i Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -2 for correct values. Building Component Plan ID/ • Proposed UA Target UA List components by assembly ID & page # Location U- factor x Area = UA U -factor x Area = UA V G NREC Default Double,1/2 in, Fixed Pane 0.75 0.750 30 23 0.900 • 30 27 E L Glazing % Electric Resist. Other HeatinE R A 0 -15% 0.40 0.90 I 7 Z >15 % -20% 0.40 0,75 1 I I C N g >20 % -30% not allowed .0.60 t A G >30 %-40% not allowed 0.50 L (see Table 13 -1 for Conc./Masonry values) 0 G 0.700 120 84 1.450 120 174 ✓ L Glazing % Electric Resist. Other Heatfnf E A 0-15% 0.80. 1.45 R Z >15 % -20% 0.80 1.40 E i >20 % -30% not allowed 1.30 E N A G >30 %-40% not allowed 1.25 D (see Table 13 -1 for Conc./Masonry values) 9 NREC Insulated Meta, Door Default 0.6 0.600 192 115 0.600 192 115 t Electric Resist. Other Heating 0.60 0.60 0.036 d Electric Resist. Other Heating 0.031 0.036 ii P 0.044 4,940 216 0.050 4,940 247 } s Electric Resist. Other Heating 0.034 0.050 O W 0.140 4,608 645 0.190 5,108 971 P A 0.610 500 305 Electric Resist. Other Heating A L Ordinary 0.062 '0.14 Q L U S Metal stud 0.11 0.14 E Concrete (interior) 0.19 0.19 1 Concrete (other) 0.25 , 0.25 , / i 0.190 Electric Resist. Other Heating 0,062 0.14 , WALLS 0.11 0.14 , 1 0.056 Electric Resist. Other Heating 0.029 0,056 i Q Unimulated Slab 0.73 0.730 199 145 • 0,540 199 107 Electric Resist. Other Heating b F= 0.54 F= 0.54 (see Table 13 -1 for radiant floor values) 10,589 1,534 ' 10,589 1,641 , '. 1994 Washington State Nonresidential Energy Code Compliance Form .Envelope S . Calculations . Climate Zone 1. ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Fonna April, 1994 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) = SHGC x A SHGC x Area'(A) = SHGC x A Plan ID: 3O 30 30 'rr Plan ID: Glazing % Electric ResIsL Other Heating a Plan ID: 0-20% 1.00 1.00 Plan ID: >20.30% not allowed 0.65 Plan ID: >30-40% not allowed 0.45 Plan ID: (see Table 13-1 for Conc/Masonry values) — 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals . O Totals 7 0 .3 0 li For compl iance: (� J I 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC, Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A c Plan ID: I 2 � 12 0 FIN�F • .2 Plan ID: Glazing % Electric Resist. Other Heating v Plan ID: 0 -20% 1,00 1.00 2 Plan ID: >20-30% not allowed 0.65 (Li Plan ID: >30 -40% not allowed, 0,45 6 Plan ID: (see Table 13 -1 for Conc /Masonry values) *Note: Manufacturer's SC may be used in Ileu of SHGC. I � For compliance: Totals � `Z � Total 2 D 1 ,20 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. target Ar .Adjust Calculatio If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13.1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above, Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1: OG= 2: OG= 3: VG= Note: OG = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Mabmum Target Area (Table 13-1) Glazing Area , 1 1 X e ie1 -1 100 = 17: / Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1: Max OG Remaining 2: Target VG Area For Target OG's, circle 1 — 13 lesser (circle) = 18. 1 — a lesser (circle) = 19: and use the lesser values both here and 7: 8: below. Proposed Opaque Area Proposed OG Area Target OG Area4/ Target Opaque Area Roofs over Attics 4: + 1: , 10: = 13: Other Roofs 5: + 2: — 11 = 14: Total Target OG Area (sum #10 + #11) Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 1 Walls) 16: 1 + )3: _ [9: 1 = 115: I Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9. 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front, Target values 9 & 12 are also used in the applicable Target SHGC calculations above. 1 i . . 4r , ,fr. ,,v .,iiik„ - 1994 Washington State Nonresidential Energy Code Compliance Form Building Permit Plans Checklist . ENV -CHK 1994 Washington State Energy Code Compliance Forms April, 1991 PrelectAddress RO a) 014 bkSE itNN LLD Dat I O'2 4 — - T h e following information is necessary to check a building permit application for compliance with the building envelope requirerriennts in the Washington State Nonresidential Energy Code. (pp� piety Section Code 'Component 'Information Required I Location Building Department GENERAL REQUIREMENTS Sections 1301 -1314 1 cope rn • •1 • -• spaces r• en rt>• on p ans 1 . ow-. . 1302 Space heat type ' no (ib Electnc resistance " 1yV no n.a • 1 er Indicate on plans that electric resistance heat is not allowed . y 2 , yes no n.. ` I. emi- - - -• spaces emi- - . -• spaces • en 1 -• on p ans 1 • • 1311 ' Insulation �es no n.a 1311.1 Insul. installation ndicate densities and clearances 072 D (ye no n.a. 1311.2 Root /ceiling insul. ndicate N -value on root sections fa attics and other roofs; 1 1A00 1 ndicate clearances for attic insulation; NA ndicate baffles if eave vents installed; N A ndicate face stapling of faced batts 97200 6 no n.a 1311.3 Wall insulation ndicate R -value on wall sections; V\0 ndicate face stapling of faced batts; 0720 ndicate above grade exterior insulation is protected; NA ndicate loose -fill core insulation for masonry walls as necess; N A , ndicate heat capacity of masonry walls WA,301 if masonry option is used or if credit taken in ENVSTD; yes no 6,1 1311.4 " Floc( insulation ndicate R -value on floc( sections; ndicate substantial contact with surface; • ndicate supports not more than 24" o.c.; ndicate that Insulation does not block airflow through foundation vents yes no n.:/ 1311.5 ' Slab-on-grade flax ndicate R -value on wall section a foundation detail; ndicate slab insulation extends down vertically 24" from top; ndicate above grade exterior insulation is protected yes no V 1311.6 ' Radiant floor ndicate R -value on wail section or foundation detail; ndicate slab insulation extends down vertically 36" from the top; ndicate above grade exterior insulation is protected; ndicate Insulation also under entire slab where req'd. by Official no n.a. 13t2 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area E V sutA, es no n.a. 1312,1 U-tactors Indicate glazing and door U- factors on glazing and door WA-702 schedule (provide area - weighted calculations as necessary); Indicate If values are NFRC or default, if values are default NA then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings yes no Ea) 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Masture control no n.a. 1313.1 Vapor retarders indicate vapor retarders on warm side W A(pla2 es no n.a. 1313.2 Roof /ceiling vap,ret. Indicate vapor retarder on root section; indicate vap. retard. with sealed seams for non -wood strut. W A7ot yes no n.a. vapor retarder indicate vapor retarder on wall section + • 602 yes no n. space yap, re . n • ica e six mi • ac • • • 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 2 yes no n, 1313.5 ' Crawl s P P Ye ene • - ap• -• on groun. 'ApZ 1314 Air leakage e no n.a. 1314.1 Bidg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstnpping e no n.a. 1314.2 Glazing /door sealing Indicate weatherstripping 1VA602 yes no & 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE Sections 1320 -23 or 1330-34) es no - Envelope Sum. Form Completed and attached. ' Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" is circled for any question, provide explanation: • 1994 Washington State Nonresidential Energy Code Compliance Form • Building Permit Plans Checklist ENV -CHK • 1994 Washington Slate Energy Coda Compliance Forma • April 1994 Envelope - General Requirements Unlabeled glazing and doss shall be assigned the default U- factor in Section 2006, 1311 Insulation 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Sc 1311.1 Installation Requirements: All insulation materials shall be Heat Gain Coeffident (SHGC), shall be determined, certified and labeled installed according to the manufactures instructions to achieve proper in accordance with the National Fenestration Rating Council (NFRC) densities, maintain clearances, and maintain uiifam R- values. To the Standard by a certified, independent agency, licensed by the NFRC. rna:dmum extent passible, insulation shall ec.dend over the full component area fo the intended R value Exception: Shading coefficients (SC) shall be an acceptable alternate for ca plia lce with scar heat gain coefficient 1311.2 Roof /Ceiling Insulation: Open -blown a pooled loose-fill requirements. Shang coefficients for gtaang shall be taken from insulation may be used in attic spaces where the slope d the ceiling is Chapter 27 of Standard RS-27 a from the manufacturer's test net more than 3/12 and there is at least thirty inches d dear distance data from the top of the bottom Ford of the truss a ceiling Joist to the underside of the sheathing at the rod ridge. VVhen ea a vents are 1313 Moisture Control installed, baffling d the vent openings shall be provided so as to deflect 1313.1 Vapor Retarders: Vapor retarders shall be installed at the warn the incaning air above the surface of the lnstiatiar. side (in winter) of (mutation as required by this section. Where lighting fixtures are recessed into a suspended or exposed grid Exception: Vapor retarder installed with not more than 113 d the ceiling, the roof /ceiling assembly shall be insulated In a location other than nominal R -value between it and the conditioned space. directly on the suspended ceiling. 1313.2 Roof /Ceiling Assemblies: RloUceiling asseemblies where the Exception: Type IC rated recessed lighting fixtures. ventilation space abode the insulation is less than an average d twelve Where installed Inwood framing, faced haft insulation shall be face Inches shall be presided with a vapor retarder. Roof /ceiling assemblies stapled. without a vented airspace, where neither the rd deck nor the roof stn.ctt,re are made d wood, shall provide a continuous vapor retarder 1311.3 Wall Insulation: Exterior wall cavities isolated during framing with taped sears. shall be fully insulated to the levels d the surrounding walls. When installed in wood framing, faced bate insulation shall be face stapled. Exception: Vapor retarders need not be provided where all d the insulation is installed membrane between the rod and the Above grade exterior insulation shall be protected. stnucttral rod deck 1311.4 Floor Insulation: Floor insuiatial shall be installed in a 1313.3 Walls: Walls separating ccnditiated space fran unconditioned permanent manner In substantial contact with the surface being insulated, space shall be praAded with a vapor retarder. Insulation supports shall be installed so spacing is not more than twenty- 1313.4 Floors: Floors separating catditimed space from uiconditioned fax inches on center. Installed insulation shall not block the airflow through foundation vents, space shall be provided with a vapor retarder. 1311.5 Slab-Grade Floor: Slab-on-grade insuation installed inside 1313.5 Crawl Spaces: Aground car d six mil (0.006 inch thick) black P the foundation wall shall extend downward fran the tap d the slab a polyethylene er e u shall be laid over the ground within craM 4 spaces. The ground coven shhl be minimum distanced twenty-four inches a to the lop d the footing, twelve inches minimum at whichever Is less. insulation installed outside the foundation shall extend lards and shall attend to the fotndatlon wall. downward a minimum d twenty-four inches or to the frostltne, whichever Exception: The ground cover may be mined In crawl spaces Is greater. Above grade insulation shall be protected. if the craM space has a concrete slab floc with a minimum Exception: For monolithic slabs, the insulation shall extend thickness d three and one-half inches, dwvr sward fran the top d the slab to the bottom of the footing. 1314 Air Leakage 1311.6 Radiant Floors (on or below grade): Slab-on-grade insulation 1314.1 i3ullding Envelope: The requirements d this section shall apply shall extend downward from the top of the slab a minimum distance d to building elements separating omditioned from uncorxditiened spaces. thirty -six inches or downward to the top d the footing and horizontal fa an Exterior Joints around windows aid door frames, openings between walls aggregate d not less than thirty -six inches. and foundation, between wells and rod and well panels; operings at If required by the building official where soil conditions vvarrant such P d utility services thragh walls, floss, and rods; and an other cpenings in the building envelope shall be sealed, caulked, insulation, the entire area d a radiant floor hall be thermally isolated fran c the soil. Where a soil gas control system is presided belay the radiant gasketed, er weatlherstnpped to limit air leakage. floc, which results in increased convective flow below the radiant floor, 1314.2 Glazing and Doors: Doors and operable glazing separating the radiant floor shall be thermally isolated Iran the sub -floc gravel layer. canditiated Iran unconditioned space shall be waatherstripped. Fixed 1312 Glazing and Doors windows shall be tight fitting with glass retained by stops with sealarri a caulking all around. 1312.1 Standard Procedure for Determination of Glazing and Door Exception: Openings that ae required to be fire resistant. U- Factors: U- factors fa glazing and doors shall be determined, certified and labeled in acadance with Standard RS-31 by a certified 1314.3 Building Assemblies Used as Ducts or Plenums: Building independent agency licensed by the National Fenestration Rating Council assemblies used as ducts or plenums shall be sealed. caulked, and (NFRC). Compliance shall be based on Model Size A.Aa BB. Product gasketed to lirrit ar leakage. samples used for U -fads deterrrinatims shall be production line units a representative of units as purchased by the consumer a contracta. 1994 VV'dshington State Nonresidential Energy Code Coouance Form Mechanical Summary MECH -SUM 1994 Washington State Nonresidential Energy Code Compliance Forma April. 1994 Project Info Project Address D ate rtETRO Snoi- $ASE ANN Ex I0 -2q I h EA-sT MA'RG >f NAL 1 S � BLD6 C For Building Departhient Use TuKOL.A , c fa IGB Applicant Name: J l= KN It ER TOW NS E NQ Applicant Address: 821 20 R AV 1_ , 5 M LE q �3 ► v4 Applicant Phone: G$ q _ S 236 Project Description AsFlItED 4EA-'tige, vEt1TILATION °NIT INTtRLoc WITH Briefly describe mechanical system A '‚ E L t E F 1= N o R 10 O � p o u't S (D A coo U N C type and features. Compliance Option px Simple System ❑ ComplexSystem ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following Information is required to be Incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill In the required information below. Cooling Equipment Schedule Equip. OSA CFM SEER ID Brand Name' Model No.' Capacity' Total CFM Econo or EER IPLV Location Heating Equipment Schedule Equip. OSA cfm ID Brand Name' Model No.' Capacity' Total CFM Econo Input Btuh Output Btuh Efficiency' Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service 'If available. 2 As tested according to Table 14-1, 14 -2 or 14 -3. ' If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: VAV, constant volume, or variable speed. • f { t. N7S ty CP, ‘ 1994 Washington State Nonresidential Energy Code Co lance Form Mechanical Summary (back) MECH -SUM 1994 Washington Slab Nonresidential Energy Cod* Compliance Forme AprU, 1994 System Description If Heating/Cooling ❑ Constant vol? 0 Air cooled? 0 Packaged sys? 0 <54,000 Btuh? See Section 1421 for full description of or Coding Only. 0 Split system? 0 Economizer Included? Simple System qualifications. If Heats Or y ❑ <5000 cfm? .(i)% outside an Decision Flowchart Use this flowchart to determine If project qualifies far Simple System Option. If not, either the Complex • System or Systems Analysis Options must be used. . Cili System Type eatln , /Coolin • onstan or Coolin g Only olume no yes Heating On <5000 cfm A\Coo. no yes • yes no Reference Sec. 1421 ackag d, X 70% ( ye \System i o ., yes X �� �� no` ,000 skin. 'r Split . non,f 1900 cf ? . Ystem, ?•• no \ , yes 'T' yes ,... s. Includes ,, Econo? (Reference .44,000 Bttih no yes CSec. 1423) ' of 1900 cfrp? vesN . • Simple System Allowed • ( Reference I Sec. 1420 __Y_ Y ; Use Complex . ■ >i System (,Reference Sec. 1430 I (CO ill p 1 ex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance In determining which Complex Systems requirements are applicable to this project. , r t } ,+7i+ V ' r. " "q1, . + T4 ✓it {r... � }� ».} ; ,+ ' :. F�: �� ' Jy.?.ii� z. , z tr d 1994 W ngton State Nonresidential Energy Code Com lance Form Mechanical Permi Plans Checklist MECH- �1K a • 1994 Washington State Energy Cale Compliance Forma April, 1884 Protect Address L � /� 'Date 1 Q _ ,z 4 _ q S , 1I:rRo g BAs . AJAR kI C.. Y The following Information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) Section Component Information Required on Plans Notes HVAC REQUIREMS TS (Sections 1401 -1424) 1 1411 Eqpmt performance no 4AISLI al • g. - oc. •.: c g. s • • pumps on schedule _ ( ' no ' lnimum e' 1 ency qu pmen sc : • : i • , , capac , e' iciency laWe HVAC controls [w no -.-, 111=111 emperature zones Indicate locations on plans M yes no R7 ice': • con • •i . e • •egree 07 :t:' • minimum yes no us:� Humidity control Indicate humidistat IIIIII r , ' a no n. ' om: csel•ac 1 - e l ermos7 I nig sel.. an. •1'eren •ay • r • em no a 1412.4.1 Dampers Indicate damper locaihon and automatic controls 1577 1 At;n yes no MI f412.5 Heat pump control Indicate microprocessor on thermostat schedule yes no (112 1412.6 Combustion htg. Indicate modulating or staged control ..!; Uf: :: ancing .l : e . :: ng :a res onMans n M 0 yes no 1422 1 hemostat interlock Indicate thermostat interlock on plans yes no 1423 Economizers Equipment schedule ,�r econom ers yes no a Operation Indicate 100% capability on schedule . yes no ( ] on • Ir:11m1 1ilz: nt !7Z:T:;n11MM int; T1r yes no ; :j Iro:! : r•-;15157-1MMI floe e cap. •ti or •: ••Ing • MEIN ' ua ng sys ems F` _ a Fr no n. *ucs - •ing •l :es- :ingnecessary " '20 yes no n.a 14i4.2 Duct insulation Indicate R -value of insulation on duct yes, no f> 1415.1 Piping Insulation indicate Ft -value of insulation on piping yes no (Ct ! 'Z- epara e air sys. n.lca e sep :: e sys ems on p ans ,v no ' ec . um. orm omp e • • : • a'7 - • . quipmen sc • • u e wi ypes, input/output, efficiency, cfm, hp, economizer SERVICE ATER H ATING AND HE . TED POOLS Sections 1440 -1464) il ••• t. -►r .nr,iiig. .yes no Irl • • oc. wa er ea er n•1 • e -- i insu aeon u •er - no n.: •' ut-off controls indicate automatic shut -off `" 1450 Heated pods yes no 11 1452 Pool water heaters indicate not elec resistance yes no nat. • Pool heater controls Indicate switch and 65 degree control yes no '' covers n • lc • a vapor rem : an cover yes no ;mg. Pods 90+ degrees Indicate H -12 pool cover f . no s c rc e. or any ques on, prov • e exp gnat on: t • 1994 4,ington State Nonresidential Energy Code C,iance Form -Mechanical Permit Plans C hecklist . • MECH -C 1994 WeshIngton Slate Energy Code Compliance Forms April, 1994 Mechanicai - General Requirements 1413.3 Integrated Operation: Building Heating Energy: Air economizers shall be capable d providing partial coaling even when 1412 Controls additional mechanical coding is required to meet the remainder of the 1412.1 Temperature Controls: Each system shall be provided with at coding load. Controls shall not preclude the economizer operation Men least one temperature control device. Each e shall be controlled by mehanical coding is required simultaneously. non individual themastatic controls responding to temperature within the zone. Exception: Economizers on individual, direct expansion, cooling At a minimum, each floor of a building shall be considered as a separate systems with capacities not greater than 75,000 Btu/h may zone. Include controls that limit simultaneous operation of the 1412.2 Deadband Controls: When used to control both cernfat heating economizer and mechanical cooling for the purpose d preventing and coding, zone thermostatic controls shall be capable of a deadband of at ice formation on coding coils. least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems the zone Is shut off or reduced to a minimum. 1414.1 Sealing: Duct wok which Is designed to operate at pressures Exceptions: above 1/2 inch water column static pressure shall be sealed in accordance 1. Special occupancy, special usage, or code requirements where with Standard RS-18. Extent of sealing required Is as fdlows: deadband controls are not appropriate. 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Buildings complying with Section 1141.4, If In the proposed building energy analysis, heating and coding 2. Static pressure: 2 inches to 3 inches; seal all transverse Joints thermostat setpoints are set to the same temperature and longitudinal seams. between 70 degrees F and 75 degrees F inclusive, 3. Static pressure: above 3 Inches; seal all transverse joints, and assumed to be constant throughout the year, longitudinal seams and duct wall penetrations. 3. Thermostats that require manual changeover between heating 1414.2 Insulation: Ducts and plenums that are constructed as d the 1412.3 Humidity Controls: If a system Is equipped with a means for building envelope shall meet the requirements d Chapter 13. Otter ducts and plenums shall be thermally insulated per Table 14.5. adding moisture, a hun9distat shall be provided. Exceptions: 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction d energy use • 1. Within the HVAC equipment. through control setback a equipment shutdown during periods of non -use 2, Exhaust air ducts not subject to condensation. or alternate use of the spaces served by the system. The automatic controls 3. Exposed ductwork within a space that serves that space only. shall have a minimum seven-day dock and be capable d being set for seven different day types per week. 1416 Piping Systems Exceptions: 1416,1 Insulation: Piping shall be thermally insulated in accordance with 1. Systems serving areas which require continuous operation at the Table 14-6. same temperature setpdnt. Exception: Piping Installed within unitary HVAC equipment. 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off- Water pipes outside the conditioned space shall be insulated In hour controls. accordance with Washington State Plumbing Code (WAC 51.26) 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief oWets serving conditioned spaces shall be equipped with dampers which close 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) automatically when the system Is off or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open 1421 System Type: To qualify as a simple system, systems shall be one of dampers. These dampers shall remain closed in normal operation until the following: activated by the fire alarm system or other approved smoke detection a. Air cooled, constant volume packaged equipment, which provide system. heating, coding or both, and require only external Exceptions: connection to duct wok and energy seMces. 1. Systems serving areas which require continuous operation. b. Air coded, constant volume split systems, which provide heating, 2. Combustion air intakes. coding or both, with cooling capacity d 54,000 Btu/h 14126 Heat Pump Controls: Unitary air cooled heat pumps shall Include or less. microprocessor controls that minimize supplemental heat usage during c. Heating only systems which have a capacity d less than 5,000 start-up, set -up, and defrost conditions. These controls shall anticipate cfm a which have a minimum outside air supply of need for heat and use compression heating as the first stage d heat. less than 70 Percent of the total air circulation. Controls shall indicate when supplemental heating Is being used through visual means (e.g., LED indicators). All other systems shall comply with Sections 1430 through 1438. 1412.6 Combustion Heating Equipment Controls: Combustion heating 1422 Controls: In addition to the control requirements in Section 1412, equipment with a capacity over 225,000 Btu/h shall have modulating or where separate heating and cooling equipment serve the same temperature staged combustion control. zone, thermostats shall be interlocked to prevent simultaneous heating and coding, Exceptions: 1. Boilers, 1423 Economizers: Economizers meeting the requirements d Section 2. Radiant Heaters. 1413 shall be installed on packaged rod top fan-coding units having a 1412.7 Balancing: Each air supply outlet or air or water terminal device supply capacity t greater than 1,900 dm or a total cooling capacity greater shall have a means for balancing, including but not limited lo, dampers, The total capacity d all units wflttout economizers shall not exceed temperature and pressure test connections and balancing valves. 1413 Air Economizers 240,000 Btu/h per building. 1413.1 Operation: Air economizers shall be d automatically modulating ` Separate Air Distribution Systems: Zones with special process outside and retum air dampers to provide 100 percent d the design supply temperature distribution and/or humidity requirements winzones s requiring ui served by g PP y separate air distribution systems from those serving zones requiring only air as outside air to reduce or eliminate the need for mechanical cooling. comfort conditions. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all d the building's cooling loads, } . r . !" ,1 r i ?i;� :,', v ..:r.i w = ` ut+ 9�n,; , , �s, . y.. . a - '2e4"'" ..,e,+,. ,<P , M ... .a z,�lara CP rane Air Conditioning Economics V 60 By: BERONA / LANGEBARTEL, INC. PAGE 0 ********************************************** * ** * * * * * * * * * * * * ** * * * * * * * * * * * * ** ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** ** ** TRACE 6 0 0 ANALYSIS ** ** ** ** b ** ** ** ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** METRO SOUTH BASE ANNEX WAREHOUSE ANNEX TUKWILA WATERLEAF PETER ARTHURSSON Weather File Code: SEATTLE. Location: SEATTLE, WASHINGTON Latitude: 47.0 (deg) Longitude: 122.0 (deg) Time Zone: 8 Elevation: 386 (ft) Barometric Pressure: 29.5 (in. 119) Sumner Clearness Number: 0.95 Winter Clearness Number: 0.95 Sumner Design Dry Bulb: 83 (F) Sumner Design Wet Bulb: 67 (F) Winter Design Dry Bulb: 20 (F) Summer Ground Relectance: 0.20 Winter Ground Relectance: 0.20 Air Density: 0.0749 (Lbm/cuft) Air Specific Heat: 0.2444 (Btu /lbm/F) Density - Specific Heat Prod: 1.0988 (Btu- min. /hr /cuft /F) Latent Heat Factor: 4,836.9 (Btu - min. /hr /cult) Enthalpy Factor: 4.4953 (Lb- min. /hr /cuft) Design Simulation Period: June To November System Simulation Period: January To December Cooling Load Methodology: TETD /Time Averaging Time /Date Program was Run: 9:39:22 10/23/95 Dataset Name: S- BASE -A .TM RECEIVED OCT 2 5 1995 COMMUNITY DEVELOPMENT i ■ y `y. ■ rane Air Conditioning Economics V 60 By: BERONA / LANGEBARTEL, INC. PAGE 2 System 1 Peak SZ - SINGLE ZONE * * * * * * * * * * * * * * * * * * * * * * * ** COOLING COIL PEAK * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CLG SPACE PEAK * * * * * * * * * * ** HEATING COIL PEAK * * * * * * ** Peaked at Time = => Mo /Hr: 7/14 * Mo /Hr: 7/15 * Mo /Hr: 13/ 1 Outside Air = »> OADB /WB /HR: 82/ 68/ 80.5 * OADB: 83 * OADB: 20 * * Space Ret. Air Ret. Air Net Percnt * Space Percnt * Space Peak Coil Peak Percnt Sens. +Lat. Sensible Latent Total Of Tot * Sensible Of Tot * Space Sens • Tot Sens Of Tot Envelope Loads (Btuh) (Btuh) (Btuh) (Btuh) (%) * (Btuh) (X) * (Btuh) (Btuh) (%) Skylite Solr 4,320 0 4,320 -6.25 * 4,080 25.27 * 0 0 0.00 Skylite Cond -1,478 0 -1,478 2.14 * -1,428 -8.84 * -4,460 -4,460 3.68 Roof Cond -1,351 0 -1,351 1.95 * -1,050 -6.51 * - 10,718 - 10,718 8.85 Glass Solar 3,924 0 3,924 -5.68 * 3,060 18.95 * 0 0 0.00 Glass Cond -475 0 -475 0.69 * -459 -2.84 * -1,439 -1,439 1.19 Wall Cond 693 0 693 -1.00 * 1,849 11.45 * - 57,780 - 57,780 47.68 Partition 0 0 -0.00 * 0 0.00 * 0 0 0.00 Exposed Floor 0 0 -0.00 * 0 0.00 * -5,572 • -5,572 4.60 Infiltration 0 0 0.00 * 0 -0.00 * - 16,482 - 16,482 13.60 Sub Total*** 5,633 0 5,633 -8.15 * 6,052 37.48 * - 96,452 - 96,452 79.60 * * Internal Loads Lights 8,519 0 8,519 -12.33 * 8,519 52.76 * 0 0 0.00 People 3,200 3,200 -4.63 * 1,575 9.76 * 0 0 0.00 iliac 0 0 0 0 -0.00 * 0 0.00 * 0 0 0.00 Sub Total==> 11,719 0 0 11,719 -16.96 * 10,094 62.52 * 0 0 0.00 Ceiling Load 0 0 0 -0.00 * 0 0.00 * 0' 0 0.00 Outside Air 0 0 0 - 86,448 125.11 * 0 0.00 * 0 - 24,723 20.40 Sup. Fan Heat 0 -0.00 * 0.00 * 0 0.00 Ret. Fan Heat 0 0 -0.00 * 0.00 * 0 0.00 Duct Heat Pkup 0 0 -0.00 * 0.00 * 0 0.00 OV /UNDR Sizing 0 0 0.00 * 0 -0.00 * 0 0 -0.00 Exhaust Heat 0 0 0 -0.00 * 0.00 * 0 0.00 Terminal Bypass 0 0 0 -0.00 * 0.00 * 0 0.00 * * Grand Total = => 17,352 0 0 - 69,096 100.00 * 16,145 . 100.00 * - 96,452 - 121,176 100.00 COOLING COIL SELECTION AREAS Total Capacity Sens Cap. Coil Airfl Entering DB /WB /HR Leaving DB /WB /HR Gross Total Glass (sf) (%) (Tons) (Mbh) (Mbh) (cfm) Deg F Deg F Grains Deg F Deg F Grains Floor 4,992 Main Clg -5.8 -69.1 -69.2 4,400 82.4 67.9 80.5 96.7 72.1 80.5 Part 0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 ExFir 199 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Roof 4,992 120 2 Totals -5.8 -69.1 Wall 5,010 36 1 HEATING COIL SELECTION AIRFLOWS (cfm) -- ENGINEERING CHECKS -- -- TEMPERATURES (F)- -- Capacity Coil Airfl Ent Lvg Type Cooling Heating Clg % OA 100.0 Type Clg Htg (Mbh) (cfm) Deg F Deg F Vent 4,400 450 Clg Cfm/Sqft 0.88 SADB 96.7 89.9 Main Htg -121.2 4,400 64.9 89.9 Infil 0 300 Clg Cfm/Ton 0.00 Plenum 100.0 70.0 Aux Htg 0.0 0 0.0 0.0 Supply 4,400 4,400 Clg Sqft/Ton 0.00 Return 100.0 70.0 Preheat -0.0 4,400 20.0 10.0 Mincfm 0 0 Clg Btuh /Sqft - 13.84 Ret /OA 82.4 64.9 1 Reheat 0.0 0 0.0 0.0 Return 0 4,400 No. People 5 Runarnd 100.0 70.0 Humidif 0.0 0 0.0 0.0 Exhaust 0 450 Htg % OA 10.2 Fn MtrTD 0.0 0.2 Opt Vent 0.0 0 0.0 0.0 Rm Exh 4,400 0 Htg Cfm /SqFt 0.88 Fn BtdTO 0.0 0.2 Total -121.2 Auxil 0 0 Htg Btuh /SqFt -24.27 Fn Frict 0.0 0.5 t • • 1994 Washing NI. State Nonresidential Ener• CodtLomoliance Form Lighting Summary • LTG -SUM tops Washington 504 NOntKrdenUal Energy Code Comphanc• Remit Aped, t efll • Project Info Pro)eet Address hi ■ . yo u . Date o 12 For Budding Department Use 1 w w' ' d Applicant Name: )ENrotfEQ "I-0w ��Fcrat� Appkcant Address: _ OCT 2 5 19 •t/ a• Applicant Phone: CO m hi. o lH - fV OCV t1OPMCN ----- Pro•ect Descri • tion CI New Building 7• Addition 0 Alteration Compliance Option 0 Prescriptive OLIgMing Power Allowance 0 Systems Analysis • (See Ouabrcation Checklist (over). Indicate Presscnptive & LPA spaces clearly on plans.) Alteration Exceptions 0 No changes are being made to the lighting • (check appropriate box) Q Less than 6016 of the fixtures are new, and installed lighting is not bet Increased 1 9 �g �� mg Maximum Allowed Lighting Wattle (Interior) location Mowed (floor /room no.) Occupancy Description Watts per ft' " Area In R' L Mowed x Area iY. . G r.0 ..,• r • r 0 • a Lk) ekF ‘ k94 - 2 90 Pr.¢ ' >J- 0.5 a tail 16 •• From Table 154 (over) • document ell exceptions taken from footnotes Total Allowed Watts s, sc Pro osed Li: htin: Watta: a (Interior) (May not exceed Taal Allowed Watts for Interior) Location Number of Wafts/ Watts (ftoorlroom no.) Fixture Description Fbdures Fbdure Proposed g o 2 tot to uc • - - • Total Proposed Watts may not exceed Total Allayed Watts for Interior Total Proposed Watts , "J 0 Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in R' Allowed Wefts Location Description per R or per if or If for perimeter) x ft (or x if) Covered Parting 0.2 Wrft' Open Parking 0.2 Writ' Outdoor Areas • 0.2 Wt1t' Bldg. (by facade) 0,25 writ' Bldg. (by perm) _ • • t oa rc.21 on • 7,5 WAi o � Note; for building extenoi, choose either the facade area or the perimeter method, but not both) Total Allowed Watts, h , 2'? Pro . osed Li: tin: Wa tta _ e Exterior (May not exceed Total Allowed Watts for Extedor) Number of Watts/ Watt Location Fixture Description Fbdures Fodure Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts ,4 • ... .... i.l ,v r t.. t.Y i31k 7. r ky.!'� i}�:� i y�r�y • • ._�`.. i ,g.,t• pw -. a ).,Y „ >. ; .... ! .,-' .Y. f,,.rr s 6ti V Car f TX:3, { 3gu•.,? L u rk' rISMrFT i° i.'l"7ti A t� a j'' r L?i��.:i�.:.D n,s.s,s71Y'.7.' 1994 Washingt3tate Nonresidential Energy Codmpliance Form • Li Permit Plans Checklist LTG -CHK 1284 WesMn2tan State Energy Code compliance Forms AO, 1891 • Project Address pate 11911 E .�Ati Aiziot, WA., . gt,oU, C., �u�wil�} `1131( 1 1 a (7 -4119 ( The following information is necessary to check a lighting permit application for compliance with the lighting requirements In the 1 .•••• 1094 Washington Stale Nonresidential Energy Code Applicability Code Location Building Department circle one Section • • • Information R • utred on Plans Note! 'r 2:m211 1513.1 '" Schedule with type, indicate locations aZiei ► 1613.2 (Ma Mardmum limit • switch arMli • 1513.3 D , ht zone control Schedule with • and features, Indicate locations no .a: vertical glazing Indicate vertical @lazing an plans 'M► no n.a. overhead !I • , Indicate overhead .1 • , on • . -s no .e 1513.4 Dieplv/exhib/speclal Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location no n.s. f'.) timer w/backup Indicate location no n.a. b • hotocell. Indicate location 1513.6 Inter. auto shut -oft Indicate { ocation yes Qip n.a, 1513.0.1 a occup. sensors Schedule with A. - and locations w uI ► n.a. 1513.6.2 b auto. switches Schedule With i • and features back • override ca • ebil g ; Indicate size of zone on • ens c - ec ions • i • or • 1 r: ► no (Liuu ~' C • • kited and attached. Schedule with fixture a• • s ' 'I rem • , ballasts, watts • r fixture • it • ► • • - . ec ion • yea no Elec major etlidenCy "MECH -MOT or Equipment Schedule with hp rpm, efficiency J 11 "no' Is circled for any question, provide explanation: • • } • .. '.• - ,. .: ..: •. '. (r 4 t- � t Idr� 'S 't? a4 pR1d .341 V 0 0 • f THE INSTJRANCE 1700 Market Street Suite 2000 RECEIVED CITY OF TUKWILA COMPANY OF THE Philadelphia, Pa. 19103 STATE OF PHONE 215- 255 -6192 N NOV 2 1997 FAX 215-255-6536 PENNSYLVANIA PERMIT CENTER NOTICE OF CANCELLATION Obligee: The City of Tukwila . 6300 Southcentcr Blvd.. Suite 100 Tukwila, WA 98188 Bond Number: ESD 7617474 J Principal: Omega Environmental, Inc. yRy d Amount of Bond: $2,000.00 Type: License or Permit • r. Policy Period : 10/15/97 To: 10/15/98 You are hereby notified that the above captioned bond is hereby cancelled effective December 19, 1997 Signed and Sealed this 18th Day of November 1997 1 The Insurance Company of The State of Pennsylvania Name of Company ' --2/144--' Oh" • Vivian Mattox, Attorney - in - ,Fact Producer: J & H Washington • 1215 — 4 Avenue Seattle, WA 98161 -1168 , Reason for Cancellation: No longer required Return Premium: No return premium 15 . ,4 ,?_,..7E ÷) C_ 1 6)1 (tD.(. � 41 i. w -tab. t ` t S a j k O JT' 4 'k+r� .�.;, � { ett � t 1 \X kERLEAF C.9# January 5, 1996 Mr. John Jimmerson City of Tukwila Department of 'Community Development, Suite 100 6300 Southcenter Boulevard Tukwila, Washington 98188 Plan Check Number: B95-0360 Subject: Metro South Base Annex Warehouse Addition Parking requirements Dear John, Per our conversation and your request I am submitting to you an outline illustrating that the Seattle existing parking layout at the South Base Annex will accommodate the additional stalls — required by the new 5,050sf warehouse addition. The calculation is as follows: P o r t l a n d EXISTING PARKING COUNT 30 stalls in the employee parking area 15 stalls in the visitor parking area (including 2 handicap parking stalls) 17 stalls in the NRV parking area 62 total stalls provided Existing B2 Occupancy 12,459sf (2.5 stalls per 1,000 st) = 31 stalls required Existing H4 Occupancy 17,739sf (1 stall per 1,000 se = 18 stalls required Current stall requirement = 49 stalls total New Warehouse Addition 5,050sf (1 stall per 1,000 se = 5 stalls required New stall requirement = 54 stalls total Total stalls provided = 62 stalls total Surplus = 8 stall surplus The existing parking layout yields a surplus of 8 stalls. Please call me if you have any further comments or questions. Sincerely, aterLeaf Ar hitectur & Interiors P . Architecture �� J Interiors o arrell W. Turner, AIA 1218 Third Avenue roject Manager RECEIVED 1412 cc: Mr. Leo Hrechanyk, Transit Planner II, KCDMS Seattle, WA 98101 JAN 0 8 19 96 Fax: 206/343.0241 COMMUNITY Phone: 206 /343.0236 DEVELOPMENT I , ; t:. c 1 ' ,... 'k t d V : q,r { rt t J t oJ. }'p Y ' la ➢. li .. . � 1� i { i ! f t iy �, 1� ,Vi''' 1 �' 'i ti s '� s'' 1 3 1A i } 7y€ ���l y Y Sj y�{{.. I 3 4 { �S1 L R S S ) f + yS Fy' t ..t . Y �' { I y 'ti � t i .t � r� p i t k I t City o f Tukvv la ° .... ' \ N N % ill 0 o , -,- o m . Pil'' • ,1 f G� John W. Rants, Mayor , 11 t°. !i ._ ; • o s } �', il, . . Department of Community Development Steve Lancaster, Director • 1 O� 7908 ...At,/ ' October 26, 1995 Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 . Regarding: 95 -T -26: Metro - South Base Addition (B95 -0360) Please do structural review per U.B.C., 1994 Edition. Sincerely, --054d6S1-5/..00r4-r? , Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 40 Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431,3665 • JE,i %L& iy�s * City of Tukwila Pre - Application Process MEETING ATTENDANCE RECORD . 1908 City of Tukwila Department of Community Development - Building Division 6300 Southcenter Boulevard, 11100 Phone: (206) 431 -3670 Tukwila, Washington 98188 Pre - Application PRE94 -031 Project: METRO SOUTH BASE ANNEX WAREHOUSE EXPANSION File Number 1 X Building 431 -3670 DUANE GRIFFIN, BUILDING OFFICIAL X Fire 575 -4404 MIKEALDERSON, FIRE MARSHALL X Planning 431 -3680 VERNON UMETSU, ASSOCIATE PLANNER 1 X Public Works 433 -0179 PAT BRODIN SENIOR ENGINEER Parks & Rec 433 -1843 Police 433 -1804 L Environmental 431 -3680 1 Permit Center 431 -3670 X Other: 431 -3681 RICK BEELER, CHAIRPERSON APPLICANT /REPRESENTATIVES PRESENT CONTACT Name: PAUL NUSSBAUM Phone: (206) 689 -5231 PERSON Company/Title: METRO/REAL PROPERTY AGENT Street Address: 821 SECOND AVENUE, M.S. 122 City/State /Zip: SEATTLE, WA 98104 OTHERS Name: DARRELL W. TURNER Phone: (206) 343 -0236 PRESENT Companyfritle: WA TERLEAFARCIHTECTS /PROJECTMANAGER Street Address: 1218 THIRD AVENUE, ii1412 City /State/Zip: SEATTLE, WA 98101 Narne: PAUL SONGE - MOELLER • Phone: (206) 283 -8011 Company/Title: BORARD /LANGE BANTEL/SENIOR ENGINEER Street Address: 200 W FIRST STREET City/State/Zip: SEATTLE, WA Name: GEORGE MIJACEK Phone: (206) 684 -1360 Company/Title: METRO Street Address: 821 SECOND AVENUE City /State/Zip: SEATTLE, WA 98104 Name: LEO HRECHANYK Phone: (206) 684 -1849 Company/Title: METRO/TRANSIT PLANNER Street Address: 821 SECOND AVENUE, M.S. 51 City/State/Zip: SEATTLE, WA 98104 Name: Phone: Company/Title: Street Address: City/State/Zip: • ® PRE-APPLICAlibN CHECKLIST • CITY OF TUKWILA • DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION – PERMIT CENTER Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE94 -031 . PROJECT: METRO SOUTH EASE ANNEX WAREHOUSE _ MEETING DATE: 10/06/94 TiME: 3:15 SITE ADDRESS: 11911 EAST MARGINAL WY S The folloWing comments are based on a preliminary review. Additional information may be needed.' Other requirements /regulations may need to be met. . • . BUILDING DIVISION I L 1I . TJ- is ail�ic ;Ad Iitaf fh, Slate i l ° lad T11e MI 2 1. Comply with the Uniform Building Code, 1991 Edition. ug . 4Dinc ir7une .• CcAp ;n8pee`f of f ,te 1X 2. Comply with the Uniform Mechanical Code, 1991 Edition. 6.PRIic�ticl►1 15 su�n,rt f atilt &P)1/. X 3. Comply with the Washington State Energy Code, 994- Second- Edition. e-ene y- ea1cu1ations- ton St tc iiccnse t�E- er- ergineef- (see- atteehedw - tat)- ' ear/4 co1sitol //'vii &...7447,13) e.04.2.- SPec'S th Ja.1z_ 1 ius AduclaJ ory 'PIa i5 . 4. Comply with Washington State Barrier Free Code, 1991 Edition. (o5 @fittv,LJ CivaP 1.46 u.)Ae) 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage _.. • Mechanical Permit • Demolition (building) • Other : 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 application forms to verify that all , the necessary materials and information,has been supplied. EZ 7. Construction drawings must be stamped by a Washington State licensed architect, ill 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. I 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. 10. Temporary erosion control measures shall be Included on plans. Normally, no site work will be allowed until erosion control measures are in place. 7, 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered • retaining walls, and require a permit. s ig 12. All rack storage requires a permit and 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. Z 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. X 14. Construction documents shall contain, soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. n 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). M 17. Obtain approvals and permits from outside agencies: V ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries 1 "N (248- 6630). iz e PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- !!d� tions: 296 -4767; Permits: 296 - 4727). — KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior 10 submittal to the Tukwila Building Division (296- 4787). X-• FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). n 18. 19. 20. Checklist prepared by (staff): (7-37 � Dat e: _cif C"t.? h�. / o /Oef !PRE-APPL1CAN CHECKLIST ......iii. ., CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431 -3670 :: PRE - APPLICATION FILE NO. PRE94-031 PROJECT: , METRO.. >SOUTR BASE ANNEX WARM 1115E MEETING DATE: 10/06/94 TIME: 3 :15 SITE ADDRESS: 11911<. EAST ` WAY SOUTI r "' `' .' " ' Tl iei Comments are baseil'bn a`p'.' ; ' 'inaij ;rev.lew'; • .. ; • ' ' ;t ,, „ Additional informatiq,1 may be needed. Other.requurement %regulations May need to be'knet. FIRE DEPARTMENT -- Construction Information . 1. The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will f used during construction and operation of this project. (TMC 16.16.120) 542. Fire hydrantsiWbe required. (City Ord. #1626) . IX3. 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. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1646) K 4. Automatic fire sprinklers, audible and visual devices, and a minimum of one pull station per floor are required for this project. Sprinkler system and fire alarm shall comply with N.F.P.A. #13, #72, and ADA requirements. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory "utual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approva The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes ono for our file, one for company,file, and one for the Job site. (City Ord. #1626) Q 5. Maximum grade is 15% for all projects. 6. Hose stations are required. ( City Ord. #1646) pi 7. A fire alarm system is required for this project. (City Ord. #1626) 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 bur file, one for company file, and one :or the job site. • n 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) ‘K 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 mechanical smoke removal per Section 81 of the 1991 UFC. 11. During construction, an all- weather access will be required to within 150 feet of thu building. (UFC 10.207) R 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) X 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) X 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 so:ids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) n 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of tha first story. Fire Department access roads in excess of 150' require aturn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). 1 17. Adequate fire flow availability will need to be demonstrated for this project. 18. Checklist prepared by (staff): - 2 1 (//e /TG-,O ,i.C,S 0"/ Date: /o /+ /F/ T PRE -APPL I ATI N CHECKLIST C C S CITY OF TUKWIL 4 DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION—PERMIT CENTER Telephone: (206) 431 -3670 PRE APPL:ICA`TIONrFILE NO PRE94 031 PROJECT 7 TTt0 SOUTH BASE ANNEX WA'nEROUS < >` MEETING: DATE. 14/06/94 TIME 3.15 SITE ADDRESS 1191x. iEAsT: r�xclx WAY soup • The following con'' ments are based on a prelinyinary review. Additional information may be needed. Other requirements /regulations may need to be met. FIRE DEPARTMENT — Inspections • X 1. Overhead sprinkler piping a. Hydrostatic test d. Fire Dept. approved plans b. Trip test e. Sprinkler head Iodation and spacing c. Alarm system monitoring test f. Materials and test certificate 2. Underground tank • a. Location e. Vent piping, swing joints, fill piping, discharge piping . b. Distance between tanks f. Anchoring c. Distance to property line g.. Hydrostatic test d. Depth of cover h. Separate Fire Dept. approved plans 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans 4. Hood and duct inspections • J a. Installation b. Trip test • I 5. Spray Booth a. Location • b. Fire protection c. Ventilation d. Permit n 6. Flammable liquid room a. Location b. Fire protection • • c. Permit j 5 - <, 7. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers • d. Aisle width 8. Fire doors and fire dampers a. Installation • b. Drop testing 9. Fire final e. Fire protection systems: a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 10. Other: �4"r • a. � i mac. -/ s'7 b. o'V Fite e. • c. f. d. g. •Checklist prepared by (staff): /440 42SO Al Date: icV • PRE- APPLICATM N CHECKLIST CITY OF T( KW LA DEPARTME OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 • RECEIVED CITY OF TUKWILA O CT 1994 •. PERMIT CENTER • _ ' r ' ARE -AP PLICATI N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431 -3670 • PRE - APPLICATION FILE NO PRE94 - 031 PROJECT METRO SOUTH BASE. ANNEX WARE MEETING DATE: 10/06/94 TIME: 3:15 SITE ADDRESS: 11911 EAST MARGINAL WY S The following comments are based on a preliminary review. Additional information may be needed.. Other requirements /regulations may need to be met. PLANNING DIVISION Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: ri Boundary Line Adjustment 0 Rezone Building Site Improvement Plan C) Shoreline Management Permit 0 Comprehensive Plan Amendment C) Shoreline Management Permit Rev. 71 Conditional Use Permit J Short Subdivision r j Design Review 0 Sign(s) 0 Design Review - Interurban 0 Subdivision nvironmental (SEPA) (Seg W/.3) 0 Unclassified Use O Planned Mixed Use Development ( } Variance 0 Planned Residential Development n Other: M -2 3. Zoning designation: Site located in sensitive area? Yes No : 4. Minimum setback requirements: Front: Side: Side: Rear: 5. Maximum Building Height: Height exception area? — Yes n No 6. Minimum parking stalls required: 7 Handicap stalls required: ._ 7. No more than 30% of required parking stalls may be compact. No landscape. overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb 'will be required. 8. Minimum landscaping required: Front: Side: Side: Rear: 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof-top mechanical units, satellite dishes and similar structures must be properly screened. P p P Y Provide elevations and construction details as part of building permit application submittal. 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. I 13. SO 'A CV G S T L.. r '1 U CsS z e o ci (lG j 14. _ C, T CA ice ?Gf to rc - 4ccY• "?c PA-WA Cb• % 15. • L r 16. _ ? 17. 18. • 19. _ J 20. Checklist prepared by (staff): V&22.-Aronf C/M 7'S V - Date: /0/6 04. • PRE- APPLICAN CHECKLIST . CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE 94-031 PROJECT: METRO SOUTH BASE ANNEX WAREHOUSE MEETING DATE: 10/06/94 TIME: SITS ADDRESS: 11911 EAST MARGINAL WY S • The comments are 'based "on a preliminary . review. • Additional information maybe needed. Other requirements /regulations may need to be met. • • POLICE DEPARTMENT CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks.' All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage at 433 -1823. 2. Security Alarm: Recommend installing a security alarm system during construction that would report a burglary in progress when the business is closed. 3. Windows: Consideration should be given to providingd hardened coverings (such as security film, etc.) for ground level windows where glass breakage would allow for access to building interiors by burglars. 4. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees ,inside the business. 5. Graffiti Prevention Program: It is important to win the war against the graffiti "artist" and keep your building attractive for customers. New non -stick anti - graffiti water - based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit. 6. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet 'from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. 7. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. r By providing sufficient lighting in the parking lot and around your building you will discourage burglars and vandals who don't like light, preferring the cover of darkness for their dirty work. Also the lighting will provide a legitimate sense of security for not only you, but your employees and customers. • N . Checklist prepared by T. Kilburg (433 - 1823)• 10/06/94 P RE- APPLICAT N CHECKLIST fiiiiiiiiii. • • CITY OF TUKWI A DEPARTMENT OF DEVELOPMENT . SEP 3 0 1994 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION-PERMIT CENTER Telephone: (206) 431 -3670 . �..: : PUSLIC WORKS ,,. f PRE - APPLI F ILE N O.• ..PxE94 '037 P ROJECT . TR9. SObtk BASE. d EX W OUSE , :..::.:..: ; : M DATE' 10/06/94 TIME 3 15 SITEADDRESS 1191:1 .EAST: MARGINAL' .WY.:S . : PUBLIC WORKS DEPARTMENT • The following•comments are based on a prelim nary review. • Additional In formation maybe needed. Other requirements /regulations may need to be met: X 1. Apply for and obtain the following permits /approvals through the City's Permit Center: • ( ) Channelization /Striping /Signir(g n Sewer Main Extension (private) Curb Cut/Access /Sidewalk(scc /. /6,�( - ) Sewer Main Extension (public) . ,®. Storm (s4 No. / Fire loop /Hydrant (main to vault ` 0) ( - ) Water Main Extension (private) Flood Zone Control e ' ( ) Water Main Extension (public) . a,►t� AsP'i �� ,aT�aN NW P ..cam Hauling (2.000 Bond. Cert. Ins.) 4 " c ater Meter (exempt)( /p /g4 tT 3 ' N� .Landscape irrigation €- NO. l n Water Meter (permanent) (No Need Seal/ice) n Moving an Oversized Load () Water Meter (temporary) F9 Sanitary Side Sewerl/vo NEW Other: 14'V ALVA(s No, 2.9 X 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 $25.00 permit / fee required). • xi, 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. ---- 4. Water and sewer assessments may apply and will be determined during the utility plan review process. 7 5. Provide sidewalks per Ordinance Nos. 1 1217 and 1233, or obtain waiver($E /Vp. /6 I 6. Provide Hydrological - Geotechnical analysis. C�,/cwc ! 7. Provide erosion control plan as part of erfnit application. 15<" 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). .. 1--I 9. Provide traffic analysis /trip generation study for: 407 Re -- 10. Provide developers agreement for: P.e4•134a4.y n/al //= s/o l 0 1- 1 r Arrki A/Y) vr/,c. /r/its 4ect tri . 11. Provide the following easements and maintenance agreements: .- , ,sr,,,,0- ,0,41.4) Pevnasm ,a U 44/relE ",moo "Y /N v vi6'F' SP'.."'Z"'$14 # „„v 7" ,,„ed.. 7 12. Provide water /sewer availability letters or certificates from districts serving your development. I I 13. Obtain METRO.Wat- DisCfiaTge permit or approval (684 - 2300). ,gar / a. d "`= '��QeQ' 77 , ,s',�I�/'� 4 ,, 14. Complete an r turn to METRO (self addressed ancrstamp provided). 15. Reviewthe following City studies when designing your project and preparing your plan submittal: 7 r , 4 s / i r w , ' - / 4 yrvrnm/A..r ,. ,AY zia i '1c;cfErk'4r1.2: S /DE'w/nuxt iv /SL , e tp IZ 16. „ 1:7'V..5^ :4 .r Y ✓n', ewe/ ,-'� 7-4/4 . 0.0.7 oN .v .e.:':FOS Y2) d7E" SF'R /N.�'d.,;.cr.ti:.:=0 , _Valhi N YDR/oN1 . WS. .4/ R,V 'y • 0 17. -�,' .0:�; z.: o 4:.4" .r.V.: eitc • %.. •. �, •rr x` �v - V r - . l.�veditic•N r. ;1#4/VT ,,,,,�+�/Yr //t� .. ,,�R GYcav4''4y4 D ' /�' . /.�.0 /c47/4N P4O/!,d /!so 18. s . - ._. -- - , S VS z • `P , V0 610 ar.7;e4 - A1A . / /d Co. c//•t'.a / 0 , 44 >7 014/ • ,te- " j.S 19. - p 1 . zr -gf6/z 44./44 �� 4 .6.!i:.` :: e., ✓ '�,:,! ,,474.S.w. 0 ,, v . ) , //' 4 4- h' 71- 7,?",,1 o Cv7" t eirx J ✓.v mw o.+ • ,rwe.,'- e34c4/"'/ .. 4rfC.qCOS X 20. .. • -e, .. a. lrie. -- i , / irfr .. • . - -, _ / , k' , r Checklist prepared by (staff): '. -- Date: /9 ✓ ...7..ze . TDox'\ 1 ) n�Y Lockter 41 m r So - Pm ' CITY OF TUKWILA Id: ACTP 13 0 Keyword: UACT User: 1671 aC 12 % 5 Activity Maintenance - Valuation Calculator BUILDING PERMIT Permit No: EST95 -01 : Status: VOID Valuation Summary Date of Table used: 04/01/1995 Occupancy T Factor Sq. Feet Valuation Warehouses' 1 .20 1 :42`r t5 05(� x,:03 21s }',,;QQ Subtotal: 5,050 103,121.00 Multiplier 1.00: 103,121.00 Addl Fixed Amount: .00 Total Valuation: 103,121.00 Enter factors or F2= Select Occupancy ESC =Exit Val Calc CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1671 10/12/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 • Status: VOID Type: B -BLDG Vers: 9501 Screen: 02 Fee Information Building `Fee " " (Y /N) • Y '9;O7 257 EXIST BLDG SQFT: Other Bldg Fee (enter $): .00 NEW BLDG SQFT..: Plan Review ;:Fee >° (Y /N) • Y58`A CONST AREA SQFT: Other Plan Rev (enter $): .00 # OF STORIES...: Building Surcharge (Y /N) ..: Y /4:50 Calculated Fee: 1,501.46 Archive Date...: / / Microfilm Date.: / / Additional Fees Work w/o a Permit (Y /N).: N .00 Inspect After Hrs (hrs).: .00 Reinspections (hrs) .00 Other Inspections (hrs).: .00 Add'l Plan Review (hrs).: .0 .00 TOTAL : PERMIT FEE: 1 1 5Q 1 ' F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update :": DEVELOPMENT • fi ` • • • SOUTH A NN E X E WAREHOUSE ADDITION CONTRACT NO. CT/M119 -93 WINEI - T R w OCTOBER 23, 1995 FILE COPY PERMIT SET • SEPARATE PERMIT I understand that the Plan Check :- -r'. D70 REV RED FOR; subject to on end ertessiens end coopr.zd or RIICHANICAL plans does not =Modes 6 v$d Uon of any CTRICAL daptad code or maim Knott of contomee • copy a/ Wowed O rd. PLI�MB1NG RECEIVED / �31E�.° B @A�9� CITY EC IVED ILA Ev // Qp [3 GAS PIPING OCT 251999 OCT 2 5 1995 9/ 34"/,C CITY OF TUKWILA PERMIT CENTER BUILDING DIVISION I TUKWILA Q�c -��l_ PU BLIC WORKS RECEIVED �® `I I V / CITY OF TUI(WILA ROA R FOSSAT 1 REVISIONS APPROVED I NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR JAN 2 9 1996 RECEIVED OCT 3 1 1995 • APPROVAL OF TUKWILA BUILDING DIVISION. p�C i L;I �J�Q NO1E: REVISIONS WILL REQUIRE A NEW PUN SUBMITTAL 1,,� AND MAY INCLUDE ADDITIONAL PUN REVIEW FEES. 1F VS" ONO / A B C D E F G H • ♦ • • _ _ . r E 9 - - 0 5 .: m: -_ s '` I ' EXISTING R IPE 5 —.,. - - - Y --,_ _ .. _ I TO E O BASIN� VED w \ 1,f.„ 4 : a INSTALL FABRC ANI�AWIRE' } f . \ f ,/ I 1.1 N __ r r 10 I} 7� Si) - In EXISTING ISO : REMOVE EXISTING 4 .... .. , . ,, - - "' "" T IDN JOINT FENCE, POSTS TO • 1 ' -.. �:,� � ; SEEHDETAILN7 /WC10�NH BASIN' 7 . � � ;:N__ `� - _ i [ . ' ` � _ ` ; � ��..; • 1 p BE CUT OF ' ' G PATH GRADE. HOLES WITH °"'' ✓ > - r _ - REMOVE EXISTIN 6' SD act,: i f. CONCRETE. �, - - / . ••,',1 ADDITION. I E. H / I" — TO NORTH EDG' y „ t -, ' „ \ i : REMOVAL LIMITS °NEW WAREHOUSE ADDITION 3� / : REMOVE EXISTING i 4 " 3 ",,� F 1 I CATCH BASIN . - . - *"_ 4 r 3,_,„,1 4 ' ! ` ____ . CONCRETE X SLAP G 1� : . .. . ..` 6 � f i r 4 L a 26 SAWCUT EDGE I I :i tp _ / INSTALL FABRIO AND WIRE } I Ear E • • 1. , -: T MESH FILTER ON CATCH BASIN I • , DURING CONSTRUCTION ..n1 , L i { 1 j I a A 1 I loo 20 CRATE Ir A r d s POND li — I; I I C1' ) 2 0111I P0011 � 50 0 50 ton 0 CONSTRUCTION SEQUENCE: J PLAN . . .... ∎ -. r These plans have been revise -- , �i the Public FEET 1. ARRANGE AND ATTEND PRECONSTRUCTION MEETING Works Don - -:ment fc APR current 1I' =509 WITH CITY OF TUKWILA INSPECTORS. City v. am ; o orror of asaaa - - 2. INSTALL FABRIC AND WIRE MESH FILTERS ass PLAN SOUTH BASE ANNEX ON CATCH BASINS �n� " • FACILITIES MAINTENANCE SOUTH 3. REMOVE FENCE TO GATE. a ■ � �� \7 / � a ',al arrawly , � - -- 4. REMOVE CONCRETE SLAB ON GRADE. F ispection by JAN 2 9 9 �� 5 . REMOVE CATCH BASIN AND PIPE. the y�nsua,,or. E i> FILTERED WATER Date 1116/ .56 e r jil� > ry Xi w -WIRE MESH WITH 6. INSTALL PILES. i " z SECTION A —A FILTER FABRIC ON TOP r 9 s' - r'.3.35 g ZZZSSSS 7. CONSTRUCT BUILDING. PtiyS -G,.3 7 - a FABRIC AND WIRE MESH FILTER RECEIVED € 05� 8. POUR SLAB ON GRADE. RI[cerveo ( DAILY. CLEAN /REPLACE AS REQUIRED) clry Oc ruKwlu � m 0 9 1996 °� 9. CONSTRUCT FENCE. RELOCATE GATE. I "N 0 9 6 JAN - -- ' UOLI WORKS FPJnem' LC O q 'I UKW LA N SECTION g? Q SCALE: NTS WC10 10, REMOVE FABRIC AND WIRE MESH FILTERS. D, U DESIGNED: GATE: r` , PER CITY OF TUKWILA BJS PJG 1/5/96 . y Cor %.5- s m E T R ® Municipality of Metropolitan Sesttle OCT. 23, 1995 o n - - J Pa Y v ,RP d W c ' PJG ®1 Q V I • 1 \o I \ ®S / '1 / DRRWN: CHECKED: SCALE: - - -. . - .. ._-_- _.- FILE N0: SOUTH BASE ANNEX � A 2a` 41 J s WAREHOUSE ADDITION q z u O RECOMMENDED: 1 = 5O DRAWING N0: w CO NSULTI NG ENGINEERS -. .. , ..€0s, E9 — DEMOLIT & WC101 CONTRACT N0: — f ' S S /ONAL APPROVED: SHEET NO: OF No. REVISION BY APP DATE __— .__ . _ D 1 M F N T CONTROL PLAN A B C D E F C H ell • Is : 1 , . _ •. . - - - CB 1, TYPE 1 -- - ENTRY DOOR APRON 1 RIM 11.8 .-, ,' _ . SEE DETAIL Aft R R 1 ' 92. .. IE 8.6 __.,..- I• ---------- , 1117 — 3LF 1:3 SO 0 0.6667 - \ c , --- , ,,,. ------- __-- . -- - . — 5 5 ,,... _ ■ . :....................... ' . ...... ........ .. . . . .... •:•.. ..,: ....... ,. - ...: .:..:........::..:..:: ....: , "-:•• • 1 \ , _ 11 ::: : :: -1:..• • • ' •• • •• • :- : :: ::: - :' • ":"' 1- :':"''' - ''':::::''''' 1 ':: - :':'''"'"''''''''''''''"':::'''"•:•:'..-:•:'•::•:-:•:".•:•:-.:.:.•::::.:.:::::::::::::.: .. :„.4.-.. m 1 ..„:•,-•...... Rim 11 1E 8 • • ---..------. - , . • ' C•11. I -,- i . EXISTING 8" SO , A -,1-=',-„,,,, ROOF DRAIN CONNECTION . .......... • 15,...1,11L , g ■ ' .. • . . .. . . . . 0 ., . . 11 ...... CONTINUATION/ ' .:::•••:•::-•\,• .:::,:,•:::„,..........".. ••••• . 1 \ • 'Sr.' •,1 •‘• ,•'' ISOLA •LON JOINX SEE M201 FOR CO . • , 11.9 • ' ................... . ....... - CONNECT`IZOOFR 1 , 1 ,11 1 4 5- I 99 ' - - -1 ---- , ---- -11. ' . "I, . t : •,, t EXISTING 8 SD. ' 4 • , 11.9 - . , , ' ' " - . , , • . 1 •"• II. , 1 SEE , MECHANICAL • . ..:••:•:-.••••.• FOR CONTINUATION 1 ' VS' '), 1.5 ......_ „ ., I ---(11-- • j . ,... 1 ...........: ......: . . •.... ‘, , 1 , o' . . I. 6 , , , 1 i , NEW WAREHOUSE - 44 POUR NEW , I -- .. 1 . 1 "1 41E1 r'11) f " - ; .......:.:.:.:.:,:.:-.:. EXISTING CONCRETE ' ADDITION „, dr , 8" CONCRETE PANELS r . 4 l ' ., i , / . , ,. 11 :::::::::::::::::::',::::': :.::::•:::.., NOTE: ' ' • • / / • '1 , . REPLACE/REPAIR . . • ; • • ' 1 i ,7 :1 •...... .. . . . ....... .:....:.:.:.:::::::....:::. . . .... , I E 9.09 SIDEWALK AND CURB , i■ ., AS • ' I / . C 4 1 S REQUIRED 1 11.9 - ' 1 " ': . , • _ 11.7 • • • •• • • "1"..-.. ' ' • • -Al, 1, _ 4 „ .... ., ...,, .1 , ............ . ....... . .. .....v. I:I....I ''''''' ' ' I... _ 11.9 • " . . . ..., 11 -1' • . • / . . ......„ ... .„ • , l' I/ .: t-=- --- 4 -- _-__ 7 -_, • -r- - --- . 1.--p . 1 A i. 1 ' '',-; -L _ / ,/,, , , / „ ,', i , '.._,::-, 1 ./...i . i,./.... ISOLATION JOINT 1 ' .".............................1 •:. .• •• •• ••••.• •.• • -., CANOPY POSTS AND • • - , - , , , • . i_ f , . 1 1 I 1 ..............:-..: ...:....::., FOOTINGS, Typ. I . ... . . ... . r _. ............... . I .. i :.............,:-:.:.:.:.:.:.:...::.; 1, 1 .....:. :.......:.:. 1 n ( , ; ......:.,..:..................., EXISTING CONCRETE 3 ::..:: ::......... - . • PAVING • ' , .. , I ' 1 Id 1 I ; 11.9 "" ' " •-- • '•••••'' ,--1,1(.1 1' t ‘: 11 r• , t i . . . .. ....... . .. REMOVE EXISTING i, SSS CONNEC I ION 1 CLEANOUT. INSTALL SEE M201 FOR : ": '....x... ', 11 • , i , 6 x4 WYE. CONTINUATION ............ frn REINSTAI L CLEANOUT ,' --ILl_.— i _ _. i , X x .:.• . www --„--.....—.-------- t . . • • • d :•••••••:••••:• ll •:-. l . . ll•••• ' ' ''' - - '''''' ' ' - .. . : ...... ''''. ..:'. '''''''''''''''''.... ....................................... ..: ...- .... ... ... . . . . ... ' . . . .. :::::.y.': ... ........ ::::::::'.....-......:...........! , . — ,,.., P,C CESS ROAD — — - - -- - __ __ __ I , „._. __. .. . _. — 1 ,„, These plans have been reviewed by the Public l , _ ENTRANCE RAMP Works Department for conform- sr mlh current 2 _ 2 . . _ . _ . _. L____ ''':-..---::—:l- l.T..-= !I 1 . , IR SEE DETAIL ak IIIV CIty stand: cis Acceptance 1 • ft nd '• errors li \ REPLACE EXISTING 4" and on, tylnch do not .7. -• sc of spies • - Pards or ortfinand dot t l'nfity to• CONCRETE SIDEWALK the cpcquacy of the di the. desIg ,nt Addillons cc , o AND 6" VERTICAL CURB 11 c so dravnngs after ft:: • sls ' \ a' ceptance and mll reqte CLEANOUT . ul re.lsed Plc wIngs fel sob IE 6.0' • 4, 11 acc, 'IC, is sdblect to field Inspection by to \ a 4 SOUTH BASE ANNEX - * 4" SS th PUDIIC ,s utilities inspector. 111. FACILITIES MAINTENANCE SOUTH . IE 5.5' Dme I 1 161% PLO .) 0,335 1, 1 o v, EXISTING 6" SSS ( 'EC 1 033 w,- , [RECEIVED 68 o 10 0 00 20 30 _I o_ JAN 0 9 1996 - h LD . 3 TUKWILA FEET la , ,If Or ' .1.',W12 ma3LIC WORKS - 4C (1 1 I NI ,) g V' , xo AI crry57M. 0' , so 0 5D 100 050 JAN 7 ' i' 1 9'3E). , \ , =,di waslowal I ' I Ahl Ex trt ds M 5....056:„0 g 1996 F-'-' -, , PLAN ..,g- FEET t PERMIT CENTER tr;J (V=509 Q Z r, z : DATE: A PER CITY OF TUK \MLA BJS PJG ,1/5/96 j Vf 5- DESIGNED svallIETRO Municipality of Metropolitan Seattle OCT. 23, 1995 .4) PJG 1--- , )1 ' w °°2' lir . , - , ,., or L. S\(MO I \ JS, MTF NI DS 9 7 , R AN: 4 r ', ■!, • „, DW CHECKED: SCAL 1 50 P. RECOMMENDED: " = ' SOU TFI BASE ANNEX WAREHOUSE ADDITION DRAINAGE, PAVING AND FRE NO: 4124GA101 DRAWING NO: CON ' e SULTING ENGINEERS . 'P eCTAS • CONTRACT NO: WC201 ssioNA, APPROVED. 1 No. REVISION BY APP'D DATE ' IDNRI 7 7 CT UTILITY PLAN SHEET NO; OF - 11 — — 1 V • v V _ , _ - ' , A B C D E F G H SAWED GROOVE NOT LESS ' THAN 1/8" NOR MORE THAN - - TOOLED JOINT NOT MORE 12' -0" 12' -0'• 12" 1/4" FILLED WITH POURED ;i' 3/4 -EDGE BOTH THAN 1/4" FILLED WITH 1 •, JOINT FILLER TO APPROX. 4 x 2' -O" ' TIE BARS EDGES W/ POURED JOINT FILLER - CURBEPI S 1 R PA EMENTSURFACE OF IN ®36" O.C. - 1/8" R. EDGER R 6" s �� i- ,� _- - / - - - - -- ___---- = PAVING SLOPE_ N I 1 5 LONGITUDINAL Ly =N rr � �� ._ INN. JOINT--,.... R �¢i' __ ` .. ... ,.. -- -- - -- -- �;�I _, � � .. - � NOTE: THESE REQUIRED AT � r �:`J _,. — ��r...•r S GRANULAR BASE GRANULAR BASE KEYWAY, SEE Q • LONGITUDINAL `�ii�- II.: CONSTRUCTION JOINT WITHIN 50' OF PAVEMENT EDGE. �� __ �� INTEGRAL CEMENT CONCRETE LONGITUDINAL CONSTRUCTION LONGITUDINAL CONSTUCTION WC202 Lk CURB & GUTTER CONTROL JOINT JOINT — NEAR EDGE OF PAVEMENT JOINT — TYPICAL WC202 WC202 DETAIL 2 DETAIL DETAIL DETAIL TRANSVERSE CONTROL SCALE: 3/4 " =1' - C20 SCALE: 3/4 " =1' -0" • SCALE: 3/4 " =1' - e SCALE: 3/4 " =1' -0" n JOINT 0 12" 0.C. n U ° N' - 8" CEMENT CONCRETE PAVING 1 "0x18" DOWEL BARS 0 12" O.C. CAP & GREASE ONE END 1 "0x18" DOWEL BARS 0 12" 0.C. #5x38" TIE BAPS 0 9" 0.C. 3/4" PREFORMED JOINT • TRANSVERSE CONSTRUCTION JOINT, FILLER FILL WITH POURED lo AS REQUIRED Q Q _ JOINT FILLER. EDGE EDGE BOTH EDGES WITH EDGE BOTH EDGES WITH BCTH SIDES viC y� IV' `8 1/8" R. EDGER - - -- 1/8" R. EDGER 1 11 likk INTEGRAL CEMENT CONCRETE CURB. MATCH TRANSVERSE TRANSVERSE CONSTRUCTION JOINTS WITH PAVING, TRANSVERSE JOINTS. CONSTRUCTION JOINT JOINT — EMERGENCY ISOLATION JOINT DETAIL DETAIL • DETAIL 1' CEMENT CONCRETE PAVING SCALE: 3/4 " =-0" SCALE: 3/4 " =1' - • SCALE: 3/4 " =1' -O' • • PLAN Q ■ SCALE: 1/4" =1.- CF 15015-tY3bc) 3/4" JOINT FILLER - P.C. WALL 3/4" JOINT FILLER 2 2 PANEL P.C. WALL • , PANEL 'a Ni7 CONCRETE PAVING CONCRETE PAVING U to I . SLOPE 2% SLOPE 2% �� of TJKWJLS — + _ 1 k dPl C1F7 • c M�� m JON 1996 • • • • • °. de z P r w _ TI , a , � .,�,� �'� .� Y� . . ► 2 LAYERS II 1 1/2" RIGID INSULATION / 1 1/2" RIGID INSULATION a #4 0 12" TOP & DOT -- \ n ' ECE VED o� GRADE BEAM GRADE BEAM - 0 w a 1.l",'.._7 ... - n- JAN 091995 " $ 0 ' TYPICAL PAVING ® BUILDING PAVING @ ENTRY DOORS PUBLIC WOKS LL, g PAVING RAMP INTO BUILDING CRYp ° w, SECTION 9 DETAIL 10 DETAIL 1 0 JAN - 9 1996 26 o SC 3/4 " =1' -0" W020 SCALE: 3/4 " =1' -0" C20 SCALE: 3/4 " =1' -0" WC20 "1 ' co N U \ I� VA,: DESIGNED: DATE: O J. �I� �y Municipality of Metropolitan Seat \ ° -- rt s,C T2 PJG �e R� ® OCT 23, 1995 Q _ l \ ,� O I ® � + IDS r DRAWN: CHECKED: SCALE ND: S I I ` V 1 J , DR SOUTH BASE ANNEX LMH WAREHOUSE ADDITION 4124GA101 ° ° RECOMMENDED: NOTED DRAWING NO: ~O J _- C ON S U LTING ENGINEERS, ,'1.0, S G /STE CDNIRICPNO: PAVING DETAILS WC202 . - . . - APPROVED: a 4 No. REVISION BY APP'D DATE CT — M119 - SHEET ND: OF I D4 tS VW/ R7 1 - ♦ • • • '♦ A B C D E F G 8 A B C D E F G H A ___ - .. ♦ i • • _A .. ___.._- __ CE \-RAC SOT =S CODE I \PORVA - 10\ ABBREVIATIO \S 1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND CITY OF • . 94JUNIFORM BUILDING CODE ACOUS • ACOUSTIC, ACOUSTICAL EXP EXPOSED NOM NOMINAL TUKWILA ORDINANCES IN FORCE AT THE TIME OF PERMIT SUBMITTAL. ACT ACOUSTICAL TILE EXT EXTERIOR NTS NOT TO SCALE 2. VERIFY ALL DIMENSIONS, EXISTING AND NEW CONDITIONS ON THE JOB P ROJECT CLASSIFICATION APPD APPROVED FEC FIRE EXTINGUISHER CABINET GC ON CENTER 5 PRIOR TO PROCEEDING WITH THE WORK. DISCREPENCIES, IF ANY, ARE T O APPROX APPROXIMATE FD FLOOR DRAIN OD OUTSIDE DIAMETER 5 BE REFERRED TO THE ENGINEER IMMEDIATELY FOR DETERMINATION ON A. EXISTING OCC PANCY CLASSIFICATIONS: FIO FURNISHED & INSTALLED BY OWNER ()PG OPENING HOW TO PROCEED. GROUP 22 EXISTING WAREHOUSE AND NEW ADDITION 5,050 GSF) ARCH ARCHITECTURAL 3. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE GROUP • H4 - EXISTING MAINTENANCE SHOPS ( BLDG BUILDING FOIC FURNISHED BY OWNER, PLY PLYWOOD A. TO THE FACE OF STUDS BOT BOTTOM INSTALLED BY CONTRACTOR RB RUBBER BASE B. TO THE FACE OF MASONRY OR CONCRETE B. EXISTING OCCUPANCY SEPARATION: BM BEAM RECD REQUIRED 4. ALL RECESSED PANELS AND CABINETS SHALL BE BACKED WITH EXISTING 1 HR SEPARATION EXTENDING NORTH /SOUTH BD BOARD FPR PLOOR OOF REV REVISED /REVISION NO REQUIREMENT FOR SEPARATION WITH NEW ADDITION C TO C CENTER TO CENTER RM ROOM GYPSUM WALL BOARD TO MAINTAIN THE FIRE RESISTIVE RATING OF THE CAB CABINET FT FEET /FOOT RUB RUBBER PARTITION IN WHICH THE PANEL IS INSTALLED. C. CONSTRUCTION TYPE CHAN CHANNEL GEN GENERAL SCHED SCHEDULE/ SCHEDULED 5. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL TYPE V- N, FULLY SPRINKLED CITY CITY OF TUKWILA SECT SECTION OPENINGS AND ROUGH -OUTS THROUGH SLABS, WALLS, CEILINGS AND CJ CONSTRUCTION /CONTROL JOINT GL GLASS, GLAZING, GLAZED SHT SHEET ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND D. FIRE RESISTIVE REQUIREMENTS GWB GYPSUM WALL BOARD SHALL VERIFY THE SIZE AND IOCATION BEFORE PROCEEDING. CL CENTER LINE SPEC SPECIFICATION HC HOSE CABINET ELEMENT TYPE V -N CLG CEILING SQ SQUARE HDWD HARDWOOD • 6. PROVIDE CLOSURE, MEETING WITH THE REQUIREMENTS OF THE CMU CONCRETE MASONRY UNIT HDWR HARDWARE STL STEEL GOVERNING FIRE AUTHORITIES, AT ALL. GAPS AROUND PENETRATING EXTERIOR BEARING /NON- BEARING WALLS N COL COLUMN HM HOLLOW METAL SIR STRUCTURAL. DUCTS, PIPES, CONDUITS, ETC., AT ALL FIRE RATED BUILDING INTERIOR BEARING WALLS N CONC CONCRETE HOR HORIZONTAL TEL TELEPHONE PARTITIONS AND CEILINGS. STRUCTURAL FRAME N CONT CONTINUOUS HT HEIGHT THRU THROUGH 7. THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS AND DEPT DEPARTMENT TORE TOILET PERMANENT PARTITIONS N DET DETAIL ID INSIDE DIAMETER 4 EQUIPMENT, ED AND INSTALLED BY HIMSELF OR OTHERS, IN INCH TW TOP OF WALL. 4 ROOF /CEILINGS N DE DRINKING FOUNTAIN TYP TYPICAL PRIOR TO PROCEEDING WITH THE WORK. LAB LABORATORY DIM DIAMETER UNFIN UNFINISHED 8. ROOM AND DOOR NUMBERS SHOWN ON THE DRAWINGS ARE FOR E. ALLOWABLE FLOOR AREA 82 H4 LAM LAMINATE, LAMINATED DIM DIMENSION LAV LAVATORY VAR VARIES /VARIABLE CONSTRUCTION PURPOSES ONLY. BASIC ALLOWABLE AREA 8,000 SF 5,100 SF DR DOOR LT LIGHT VERT VERTICAL 9. ALL CONTRACTOR FURNISHED ITEMS (FTC) SHALL BE SUPPLIED WITH (TABLE 5 -8) DS DOWN SPOUT VP VENEER PLASTER REQUIRED MECHANICAL AND ELECTRICAL SE LTG LIGHTING DWG DRAWING SERVICES TO PROVIDE FULLY SPRINKLED X 3 X 3 MFR MANUFACTURER W/ WITH PROPER OPERATION OF ITEMS FURNISHED. (SEC. 505.3) EA EACH MAR MASONRY W/0 WITHOUT 10. SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR - -- ELEC ELECTRICAL VC WATER CLOSET ADDITIONAL NOTES AND SYMBOLS. SUBTOTAL 2 SEC. 505.1 24,000 X 2 SF 15,300 SF 50 EQUAL MECHANICAL WD WOOD SEPARATION ON THREE SIDES X 2 EQUIP EQUIPMENT MIN - MINIMUM WP 11. COORDINATE ALL OPERATIONS WITH THE ENGINEER, SUCH AS AREAS TO ( ) -- MO MASONRY OPENING METAL BE USED FOR MATERIALS STORAGE, DELIVERY ACCESS TO AND FROM MAXIMUM ALLOWABLE FLOOR AREA 48,000 SF 30,600 SF EW EACH WAY MTL WS WEATHERSTRIP WORK, SPECIAL NOISY OPERATIONS, TIMING OF WORK, SEQUENCE EXH EXHAUST NIC NOT IN CONTRACT WT WEIGHT OF OPERATIONS, INTERRUPTIONS OF MECHANICAL AND ELECTRICAL_ ACTUAL EXISTING 82 OCC. FLOOR AREA 12,353 SF EXIST(G) EXISTING MECH UTILITIES, ETC. PROPOSED WAREHOUSE ADDITION FLOOR AREA 5,050 SF 12. THE SPECIFICATIONS, BOUND SEPARATELY, ARE A PART OF THIS REVISED ACTUAL FLOOR AREA 1 7,403 SE CONTRACT. LEGAL D E S C R! P T O\ SCOPE 0 WORK 13. PROVIDE GALVANIC INSULATION BETWEEN ALL DISSIMILAR MATERIALS. F. REVISED TOTAL BUILDING FLOOR AREA 35,564 SF -- 3 14. ALL PATCH PAINTING SHALL BE EXTENDED TO THE NEAREST WALL 6' OCCUPANCY 17,403 SF THAT PORTION OF NORTHEAST QUARTER OF SECTION 9, T. 23N., R. 4E., A NEW STORAGE WAREHOUSE ADDITION OF APPROXIMATELY 5,050 GSF 3 BREAK FROM FLOOR TO CEILING, UNLESS NOTED OTHERWISE. H4 OCCUPANCY 18,161 SF W.M., AND OF THE NORTHWEST QUARTER AND OF THE SOUTHWEST QUARTER OF ATTACHED TO THE EXISTING FACILITY ALONG THE ENTIRE EAST FACADE. 15. NEW FINISHES SHALL MATCH ADJACENT FINISHES UNLESS NOTED SECTION 10, T. 23N., R. 4E., W.M., KING COUNTY, WASHINGTON, MORE THE NEW WAREHOUSE WILL INCLUDE A FULL LENGTH LIGHT GAUGE METAL 16. ALL MATERIALS INDICATED TO MATCH EXISTING MATERIALS SHALL DO G. MAXIMUM TRAVEL DISTANCE TO EXIT 200 FT PARTICULARLY DESCRIBED AS FOLLOWS: CANOPY ALONG THE ENTIRE EAST FACADE FOR OUTDOOR STORAGE PURPOSES. SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR, (SEC. 1003.4, 1) BEGINNING AT THE SOUTHEAST CORNER OF SAID NORTHEAST QUARTER OF A NEW CANOPY IS ALSO LOCATED OVER THE NEW WAREHOUSE ENTRY AND METHOD OF INSTALLATION INSOFAR AS PRACTICAL, AND SHALL SECTION 9; ALONG THE SOUTH FACADE. BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. H. ALLOWABLE AREAS FOR MIXED OCCUPANCIES (SEC. 504.3) THENCE N89 14' 10" W, 224.42 FEET ALONG THE SOUTH LINE SAID THE RELOCATION OF FENCING WILL BE AS REQUIRED TO PROVIDE NEW YARD • B2 17,403 SF H4 18,161 SF NORTHEAST QUARTER TO THE EASTERLY MARGIN OF PRIMARY STATE HIGHWAY CLOSURE. 17. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH 48,000 SF ('363) t 30,600 SF 0593) _ (.956) NO. 1 (AKA SR 99); THE WAREHOUSE SHALL BE CONSTRUCTED USING STANDARD CAST IN PLACE • . RESULT FROM THE INSTALLATION OF NEW WORK AND REMOVAL OF TILT -UP CONCRETE PANELS WITH A BUILT -UP ROOF OVER METAL DECK OVER EXISTING WORK INCLUDING MECHANICAL, STRUCTURAL AND ELECTRICAL THENCE ALONG SAID EASTERLY MARGIN NORTHWESTERLY 437.32 FEET ALONG OPEN WEB STEEL JOISTS SUPPORTED BY STEEL GIRDERS. PORTIONS OF THE CONTRACT. PATCHED AREAS SHALL MATCH THE THE ARC OF A NON- TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF THE FLOOR STRUCTURE CONSISTS OF A STRUCTURAL SLAB ON MATERIALS, FINISH AND LEVEL OF ADJACENT SURFACES, OR SHALL BE 94' UNIFORM FIRE CODE 1265.90 FEET, THE RADIUS POINT OF WHICH BEARS S88 13' 22" W, AUGERCAST PILES WITH A 500 PSF FLOOR CAPACITY. IN THE PROPER CONDITION TO RECEIVE NEW FINISHES AS SCHEDULED. ARTICLE 81 THROUGH A CENTRAL ANGLE OF 19 47' 37" TO THE SOUTHERLY MARGIN OF INSULATION WILL BE EXPOSED AND SURFACE APPLIED TO THE 18. EXISTING AREAS DAMAGED AS A RESULT OF WORK DONE UNDER THIS HIGH -PILED COMBUSTIBLE STORAGE PRIMARY STATE HIGHWAY NO.1 (AKA SR 599) AND A POINT OF CURVATURE; INSIDE FACE OF THE TILT - UP CONCRETE PANELS. CONTRACT SHALL BE REPAIRED AND FINISHED TO MATCH ADJACENT THENCE ALONG SAID SOUTHERLY MARGIN EASTERLY 313.19 FEET ALONG THE THE BUILDING SHALL BE HEATED AND VENTILATED WITH A NEW ROOF TOP 19. THE CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL 90' NFPA ARC OF A NON- TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1502.40 MOUNTED AIR HANDLER. OPENINGS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS WELL AS PORTABLE FIRE EXTINGUISHERS SHOP DRAWINGS AS APPROVED BY THE ENGINEER PRIOR TO FEET, THE RADIUS POINT OF WHICH BEARS N 12 21' 45" E, THROUGH A SELF SUPPORTED AND SEISMICALLY BRACED STORAGE RACKS ) TTY OF TUI(WIM, API0 [1) 2 CENTRAL ANGLE OF 11 56' 37"; ARE LOCATED WITHIN. p PROCEEDING WITH THE WORK. THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN N 00 25' 08" E, 10.00 FEET TO A POINT OF CURVATURE; _ JAN [(9 ill °5 INSTALLER -. 20. EACH (SUB-CONTRACTOR) ION SHALL BE RESPONSIBLE TO FOR THE P R OJ - CT DATA COD (� LA\ VERIFICATION AND COORDINATION WITH OTHER INSTALLERS TO SECURE THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN EASTERLY 225.19 FEET r " - u � � COMPLIANCE OF DRAWING AND SPECIFICATIONS CONCERNING THE - ALONG THE ARC OF A NON- TANGENT CURVE TO THE LEFT, HAVING A RADIUS - - --?`°-' ACCURATE LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR OF 1492.40 FEET, THE RADIUS POINT OF WHICH BEARS N 00 24', 08" E, - - MECHANICAL, ELECTRICAL_ AND MI SCELLANFOUS EQUIPMENT. EXISTING BUILDING DATA THROUGH A CENTRAL ANGLE OF 08 38' 44" TO A POINT OF TANGENCY; (I I) occur ANCr� l NEw SEPARATION noDinuN 21. ABBREVIATIONS: THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE OCCUPANCY TYPE: B2 /H4 THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN N 81 46' 24" E, 393.60 f -� WALL ` - IN COMMON USE THE LIST OF ABBREVIATIONS PROVIDED 15 NOT )-- , / INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR CONSTRUCTION TYPE: V- N, FULLY SPRINKLED THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN S 86 45' 29" E, 365.88 � MATERIALS ACTUALLY USED ON THE PROJECT. THE ENGINEER /ARCHITECT EXISTING BUILDING SQUARE FOOTAGE: 12,353 SF (B -2) / 18,161 SF (H -4) FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; -9 --2-4 " ? I WILL DEFINE THE INTENT OF ANY ABBRREVIATION IN QUESTION. " - °CLI'"ANUV oecuPANe 22. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DOCUMENTS BUILDING HEIGHT: 25 FEET, 8 INCHES THENCE ALONG SAID WESTERLY MARGIN 516 29' 06" E, 534.84 FEET; Ir+ `..F s o SF SIESMIC ZONE: 3 THENCE S 78 43' 27" W, 415.05 FEET; >- SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND oi, AT NO EXPENSE TO THE OWNER. PROJECT DATA THENCE N 87 30' 37" W, 726.40 FEET TO THE WEST LINE OF SAID o 23. THE CONTRACTOR I5 CAUTIONED TO MAINTAIN EXISTING SITE /BUILDING SOUTHWEST QUARTER OF SECTION 10; ____� x z o CIRCULATION AND PARKING ON SITE AT ALL TIMES. WAREHOUSE ADDITION THENCE N 01 48' 37" E, 10722 FEET ALONG SAID WEST LINE TO THE POINT a = 4¢ 1 24. REFER TO DRAWINGS AND SPECIFICATIONS FOR MAINTAINING FACILITY OF BEGINNING. r �' i OCCUPANCY TYPE: 82 H r PA OPERATIONS AND CONSTRUCTION COORDINATION REQUIREMENTS. o `^, CONSTRUCTION TYPE: V- N, FULLY SPRINKLED CONTAINING 16.00 ACRES, MORE OR LESS. '. } 5,1L'� -�F ICG` V G - •/, 25. THE CONTRACTOR IS TO VERIFY ALL UTILITY REQUIREMENTS TO ALL NEW a - AND OWNER RELOCATED EQUIPMENT. THE CONTRACTOR 15 TO PROVIDE NEW WAREHOUSE ADDITION SQUARE FOOTAGE: APPROX. 5,050 GSF NOTE: 1) THE SITE CONTAINS 18.3 ACRES, MORE OR LESS, INCLUDING cnYC(()(V.A z EASEMENTS. L11 :? 5 ',9'd5 UTILITY DISTRIBUTION SYSTEMS TO POINT OF EQUIPMENT CONNECTION BUILDING HEIGHT: 25 FEET, 8 INCHES CC.? 2 5 I99:Y - TO NEW AND OWNER RELOCATED EQUIPMENT UNLESS NOTED OTHERWISE. 2) ALL QUANTITIES LISTED ARE FOR PERMIT APPLICATION PURPOSES - SIESMIC ZONE: 3 ONLY AND NOOT T TO BE USED FOR BID IT DING PURPOSES. L r- k t D -_ - -- • PKS PERMIT CENTER 1 DESIGNED'. ,® DAT1: ♦ - , -- • „` m E T R ® M unicipality of Metropolitan Seattle 10/23/95 1 . A RP DRAWN M . , . , f 50,005,70 . CHECKED. SCALE: SOUTH BASE ANNEX EIRE NI I � , 1� 41 240101 ►� IY I Dwr,SFC c? WAREHOUSE ADDITION ] NS� CONTRACT N0: RECOMMENDED: GENERAL N0TES,00DF INFO o0 INC o 01 0 • I%NG10N PROJECT /� No REVISION BY APPD DATE �- -� APPROVED. CT-M119-93 PROJECT DATA . SHEET NO . 1 . OF ____.v, • V • y - ' A B C D E F G H A B C D E F G H • A • • • A A NOTES: 1. SEE DWG WA301 FOR DEMOLITION PLAN. � SEE DWG M101 FOR MECHANICAL INSTALLATION PLAN, AND DWG E101 FOR ELECTRICAL INSTALLATION PLAN. 5 G= O8 °.S8'44° _- 3� THE CONTRAC FOR SHALL KEEP BASE AREAS A= 11'56' i/" 4 - 1492 40' 393 -60 _ - - -x NOT DESIGNATED CLEAR AT ALL TIMES UNLESS s 5 1 02 40' o5 . _ I p 1 46 6 »- "� COORDINATED WITH AND APPROVED BY THE 19' -- - - BASE SUPERVISOR. _ = 31319' 00" "9'08" E \ _ — - x� — ?I 10.00 1 _ -0- x _ - - "- _ - , x _ — H R W � y9 - - so ulH R�w SP_-9T — —z� k_ -k -k� �-� x — n Lr 1 5/8 0 TOP RAIL I 1 �__ ----1--- _ x _ 01 E 2 • ( EXISTING - _ 711-16 — _ I n \ln 7! °R ■ FIRE � •y am '1' ' HYDRANT i IEL JiiF RAIL END WAREHOUSE ADDITION .- � O - O C D.D. POST e I -0• NEW 20 ' SLIDING ' /' '' ���..,,�� ❑ `1 11/ x EXISTING I Z II' ` III'I. Xx FENCING CHAIN LINK I' i - 0 GATE ASPHALT � � 1 �► i STRETCHER BAR ' �`/ I 16 - 0' S2' 7 14* SERFAGE ( STRAPS a Iz - Is D.c. St �' REUSE AND RELOCbTE 1E1111 _ -- / -� -. • T EXISTING FENCE A D 20' 4 ' w GATE LATCH ° `Y SWINGING GATE TO THE SOUTH = 111 '�' ��; 1111 �� + r 7� ���M 4 • 1 i ' x DEMO EXISTING F CE AS REQUIRED c� ? TRUSS RODS TO PROVIDE NEW YARD CLOSURE '�`x GATE FRAME FACILITIES I BUILDING CANOPIE I BOTTOM TENSION WIRE VIII. 1 LNI VIII ; I FLAMABLL -— - � � , .1 NPAE I 1 m /3 MAINTENANCE SEE PLANS —x � ��I , . >�. ' II T / GITU IH - 1 ... . i.»»wa c',---,\ I RELOCATED GATE 'T i --- - - - - '� CONCRETE FOOTING 44 NOTE 2 r, V I _ N I j PROVIDE PIPE EMBED ,1 OR BAR LOSURE Fr I I © I I CO Ur - 0' 10' - 0' W FLUSH WR C H PAVING Ft, VERIFY EXIST. VERIFY EXIST. I I 1 . 1 G � 50 NT DISTUR ry ryry i � p d )1 `--, D EXISTING LANDSCAPING �` � a` 3 5 . 12643' / �- I --- - R - f ' jj ' C LINK FENCE AND GATE 3 L 4 2,73 l_I ' Scale' 1/2' = I' -0' I 20' SLIDING GATE -t21-‘1 _ I "__ , �- T _ __ - - _ -.__ I I I I � j � j/ , EDF Or PIPE ■ x_ '7 1 74' 42 ^- - k - � // y EXISTING EXISTING ROUND CAP FOR DRAINAGE • � m FIRE FIRE I� ' / - I .�, • • ' � GING Ulw HYDRANT HYDRANT I I I x r • STEEL E AND I., I. I l I /I CONCRETE PAVING I / l \ / SEAL )DINT / .il— _ ,_______„x bra` x _ 2 -.__. — I T -- — - I- ` _ - - - . x_ _ - -. _ _ NELSON STUDS 2 H W - I - -- CONCRETE FOOTING a w - 1L ACCESS ROAD - EXISTING — -- - -- F IRE - -- ? - -_— --- - - - - -� - - - - - _ _ s t HYDRANT - - -- L— _ ` CONTRACTORS o GATE ! CITY of TUIVd91A APPROVED JAN 9 9 ItlI16,, w r ° z SOUTH BASE ANNEX - =t w� --( FACILITIES MAINTENANCE SOUTH ('1 PIPE BO LLARD o; �N • Lis 5 -02.1c,0 WA 101 Sc ale= 1° - ' =P.✓ clr oc ° t�U nr %=J I� :JS 0, T 2 5 1995E 17 K TOI(WIWW PERMIT CENTER I" E11ORKS I - - DESIGNED 'lP DATE : ' , 1 - T .n. ® Municipality of Metropolitan Seattle 10/23/95 I I1 � m E 11 f � ST DWT / I DRAWN CHECKED SCALE: LE N0 I I REGI � � / �. / SOUTH BASE ANNEX I GP WAREHOUSE ADDITION 4124A102 I / L DWT /SFG _ I , f ' (I N : . D 1 = 5 -O DRAWING NO I of a. CO - SI TE PE A N WA102 — CONTRACT N0. No - - REVISION BY APPD, DAT ' APPROVED - - - . - - -- ' CT- M119 -93 � ' . SHEET NO oF� • 7 • A B C 0 E F G H A 8 C 8 E F C H A s • • A .1 4 1 A60, G 1 - K . ) y i, ,1, S2'_ 1/ 'a 5 . s 52' -a / t /4 ' CLEAR I„ , +m 4 �a:V /.602 - ' ,., II rir I � 1 ' } �i a s .9 a -�r- e .. °. a . `.. I. . x 01 —, — _ - 1 I1 4 I I i ®1. ota6o2 1 r OI ® RE s © SE J L a _ n C,o i t - .060 -r e ( - a i dnA . Ei, 1 I I o JI I�ARorC 1 I - .1 - 1R/G - CK p _ - _ - ..- _- - -____ _____ -_- - — - -_._ _._. _... ._- f p 3 �;, 1 o I 3 o ,, , , C ]_.. __ _- - -- C]] .. _. _- � ; , O L ,rg: 1 E ,wc :�c s. i'�I PPLr L 1 CHL 3 - 4L F 01,. ,. L. 1, EXISTING WAREHOUSE RF „ T� , ,, 2 II ' ... „ - - CITY OF TIINWIIA 2 ,. APPROVED jlilEPEE r, , :c - , .tip I , Ih_ � JAN 2 I. 1 - 9 19,9�6////I�{/� \ 1. 0 DC J g � I lkf� (i Nlll 0 0 0 0 0 '7 1 i _IO� L�s o o � o E o f L �iroN�o�.P 1 D SEE SHEET W O. -� I - I 4 ALTERNATE NO. 1 1 �, -10_ NAC L 1' i' C��VE® FOR ENLARGED PLAN ! ALTERNATE NO. 2 I I -7 s 1, - -- ! E of a A�_ - -- ra n r jr _ - /. SEE SHEET WA602 ',CT 25 1995 1 c 3(,.E FOR ENLARGED „SWII_A - .-'C WORK __ -.� PLAN 6 m o . o 0 \ mil PARTIAL DEMOLITION PLAN WAREHOUSE ADDITION FLOOR PLAN X1' ��� o Scale. 1/8 " - 1._0., a D 2 Scale: 1/8 =1' -0" a D _.._� ECEIVED WILA CITY fl OE TUK _ O C P 2 5 1995 _ orris.. . .._ . :die ®E R ttunieipelity of Metropolitan Seattle (, 13/9' Dt, t ” N 4 J. E ) , 1 DR 8868440151 ' I 10,, anw �C 15015..036 �T � IOR �nc PARTIAL FLOOR PLAN AND WA301 0 I. S10', oDp DAIL ePR r, $'12 '7S DEMOLITION PLAN . ♦ ♦ ♦ • A 8 C 13 E 8 G H i A B C D . : E F . . . G . H I 1 1 5601 C C E o m : 5 5 52' -7 1/2" - - -- 10' 0" 1 1 NA602 LOW SLOPED METAL DECK CANOPY I 1 O 0 0 : j j 3 WA70i - - a • ta 1 1 I I I 1 io 602 � � �I ! I I - 1 1 I w w/' 1 � OVER RIGIIi IPJSUL!}iION - � 1 - I - - - \ _ __ _ OVER METAL DECK 1 - i i o F \ISTI ROOFING — N z I I " I °' \ ,k `J I I I i i 1 N 1 i EXISTING BUILDING I \ I 1 4' x 5' FIXED DI3 DOME 1 I 1 - ACRYLIC SKYLIGHTS 1 I 1 2 1 YPICAI ® 6 1OCATI ON$ 1 1 - WA602 APPROVED 1 N.0602 1 - 1 CITY OF TUKWILA d � - 1• — i JAN 2 9 1996 _ AS NULL / 4 _I I J 8 � II" A70. +F ' I 1 I I ALTERNATE NO. 2 ©UIL41110 DI 01 v SEE SHEET WA602 I ' g ,._ 0 „ 25 ,. - 0 , FOR ENLARGED w y l HIGH HIGH PLAN �� I METAL DECK 1 1 1 WA601 I w NORM -1 ' 251995 I ,- PARTIAL NEW AND EXISTING WAREHOUSE ROOF PLAN WI �� � �` J a ..: WOgK.g Scale: 1/6" =1' -0" CITY O `f Z I OCT 2 ors:cNED: q111, HEHMIT CENTER DATE. - I ®e ME T R O Municipality of Metropolitan Seattle 10/23/95 _ . REGI •TER D /'� ' RC. /i ' , . DRAWN CHECKED ¢cni[ - _. _ so[ HIM BASE 'TK'EX � 412�iA302 _ _ � DwT sF WAREHOUSE ADD: HON �. �A4�a/ARsoNS� ueco ENOeo c ... AS IJOTCD DRAWIiac HO . . I P, 311 „G, 1 PARTIAL NEW AND EXISTING 7 WA302 REVISION BY APP D. DATE CT-M119 NO ; nRaHOVeD f M 119 93 WAREHOUSE ROOF PLAN HEM ao: o / I A g C D. E F G H A . B . O - D - E .. - .F • 5 • I H ED ) ¶ 601 T ® 1 6 t O O "'''. ,., ,, , 4 7A602 - 1 ALTERNATE N I i i ' I 0. 2 .I III III I,I II 11111 1 Ij�l� I I .� i SEE SHEET WA602 'I 11 I ! 1 1 1 FOR ENLARGED II ,N II l R A II I ■ PLAN i --7---...1111H1 � NEW i I I I : Ni t fi(TH I X Str, 01, 1 I AL 1 1 , 1 ! 1 I III 1 III,!! ! LI. _ _ 1 1 7 1/4" TAINTED SITE CAST CONCRETE 1 PANELS TYPICAL • '' 1 1 i - t j NEW i W N TRUCTIOIV 4 1 NORTH ELEVATION O Scale: 1/8..,_1. 0 .. 1 1 1 I I I D' 1 C g 0 1 II O I O O I I ,, I ; ' I 1 1, 1 1 Il 1 1 I ,vA ' 1 NA602 I 4 602 , 1 I' 1 , I I 1� ► - III ! I. ! I 11 I I I 1 1 1 I :I kiETAL CANOPY 1 I' 1 li d 1, 1 1 , l 1, I „ H, 1 1 I' 1 ' 1 . 1 1 I' l 1 I I I' ALTERNATE NO. 2 L 1' S "JG BUILDING BEYOND ' ' BEYOND., I I I I I ' , I. I , 1 1 ' 1 I III I'' 1 1 ' I 1 I hi! 1 1 RE40C I TE EY:I�jP 0 Ids � 'EINI5HV 1 i 1 1 1 1 I SEE SHEET' WA602 CI q Jy 1 I.i , j. I 1 ■ j ,'! CH[t C P,R,AE M LSI F 101 EAST!F CF $U DI�IC , � 1 1 j FOR ENLARGED - 1-- i1rIL- _r... ' ? Sri + T � r- tl.� --• -1- •,.� PLAN I -- ° - -= -' LL /CANOPY 3 WA703 I I /�— BEYOND WING WA 3 I 7, 1/4' PAINTED SIT CAST E CONCRETE PAN ELS TYPICAL i EXISTING BUILDING BEYOND 1 1 . I 1 d j I II 1 1 ' NEW CONSTRUCTION ► EAST ELEVATION OF TUNWILA r Sc ale: CITY tale 1/S " =1' 0° APPROVER I 2 WA601 JAN 2 9 1996 � 0 q 1 © ! 2 PRE' FINISHED ARCHITf CTIJRAL � (_ ' METAL PANELS Q AS WUICU ////JJJJ 2 BUILDING DIVISION 2 ',, 1 /- .MET CANOPY' i A6D2 2WA602 � \ 1 -- - — - 1 I ALTERNATE NO. 2 / SEE SHEET WA602 / FOR ENLARGED • I 1 '.1 - - - - -+ , PLAN 1 __ —___ _:__ I F ' 1 _ I _ , WIV03.� 1 ® 1 I iv L O.� DOOR ® I EY ISTIPJG CONC. SIGN i 1 1 I I' PANELS TO REMAINI I T LJ 1 I a J ,_ DR CONTROL - 1 OCT 25 1995 '2 o aU9LIC WO < ON - 1 - P s SOUTH ELEVATION NEW CoN STRUCTI -- t�. 1/4' PAINTED SITL:- -CAS: CONC. PANEI-s o f , crtr ocElnilc°wILA LL T, 1 OCT 2 5199 z PERMIT CENTER I DESIG C (7 1 1 ®/t Fri T R 0 Municipality at Metropolitan Seattle 10/23 95 _. D wT __- 1ST r . I DMWI CI+mRED I OUTN BASE ANNL7( ELe - o . ... 0 , , / DwT SEC GP wnREl -IOUSE ADDITION 4124A401 -_. \GR}ee soN� RECOMME 1/8 1 -0 DRAWING - NO - - - I I1G1N BUILDING ELEVATIONS WA401 !, 'APPROVED. CONIRACi NO:... DA TE CT- M119 -93 ; � slccr 110 O 1.1o. R[NS!OIJ BY APHID! V ' ♦I 7 e /' I A 0 8 . . 0 - D ,e . E . F . A . 6 H ' \ , ' r 5 1 ► 9 { 1 4 4 I I I , I I h • 150 C0 1NU0 UM LIGHT -- : 150 WATT EXHAUST FAN I I I I I 1/2 PLYWOOD I - I WGUO BACK MOLD TRIM —`— CONTINUOUS CXHAUST FpN 150 WATT DRUM LIGH WALL MOUNTED FLUORESCENT ':LT GAUGE CEILING WALL MOUNTED FLUORESCENT F XTURE II LIGHT FIXTURE SEMI - RECESSED PAPER TOWEL \ ® \I :JO[STS I LIGHT FI ® .. R 11 BATT.. INSULATION I ' . ' P R ,; \ ` I:.. 1 10 x 3' -0' MIRROR Y DIS c SE AT EXTERIOR WALLS ®`I —SEMI RECESSED PAPER ! — SOAP ➢ISPENSER l ` ® 8'x0'x12' CMU'. , ../AL L TOWEL DISPENSER :���■ @@ I WALL WALL MOUNTED LAVATORY � ' S OAP DISPENSER 'X' GWB _ _® GFI OUTLET • P4:9,1-0 AM SURFACE TO ,0�- _ 3 �51 ® 1 /2' ➢IA.', GRAB BARS .a g �__ - � LIGHT SWITCH, 42' A S 1 P LqM OVER G WH ®mr r� ' 1 i/ 2' . PIA. GRAD AARS 3 �'� @ 1 II 2 ' FR OM W ' 4 RUBBER BASE d' 00 25 LBS /LF C APACITYI ^V, @I 1 /2' ,FROM WALL W/ , G ^� 250 LBS /LF CAPACIIY $TL1P I 1 TOILET PAPER HOLDER 6� WALL MOUNTED DCIOR s FLOUR SLAB : WALL MOUNTS➢ FLUSH VALVE ;Alp —T.P. HOLDER I, ' ∎ . SHEET VIIJYL ". L. TOILET -- , —_— F EVERING 4' RUBBER RUDBER BASE I 4 RUBBER BASE WALL HUNG FLUSH VALVE , WALL HUNG CHINA LAVATORY TOLE T ' 9' MIN. :.I O I WALL SECTION O H.C. TOILET ELEV. H C ' TOIL ET ELEV, 2 :O ' 3/8 '!. 1 CP: ED. i i 8 Y L GWA i 2 TOILET PAPER, HOLDS I _ I � i CONTINUOUS EXHAUST FFlN, 2 a 1 1 2 IL GRAB BARS ,O, 1 10O.C.F.M, WITH B x 0 ', �� 2 I/O' MTL 'STUDS �/������ ® ® ®���A1 1���� @ i /2' .FROM WgLL WITH I,. 1 GRILLE {y w 25 0 t LHS /LF CAPACITY ��, a A �\ 8' x 12' CMU :.� �� C { W ALL.MOUNTED FLUSH VALVE .mmv m v : / - !�° __ CITY OF TUKWILA 1 . �� \ o - TOILET 150 WATT DRUM L IGHT Ii . 'Pill APPROVE{ D Z ®� R 11 BATT INSULATION io I�® I WALL HUNG DOOR STUP w ^ UN EXTERIOR STEEL COLUMN I y „o � JAN 2 9 199 / ` a \ 7' x 7' TUBE ' -- AS hDILD I - I NEW FURRED FRAME WALL ® NEW CMU WAL 0011,043 0131310N N ��\ / / — Q WALL MOUNTED FLUORESCENT '. 0 . � ■ �_ , ! NEW SITE CAST CONCRETE. 1 I !J !!! / -: VINYL SHEET fLUORCOVER WG w LIGHT FIXTURE ® 4i WALL HUNG LAVATORY UDS /® ' VIV 1 — ExISTING SITE -CAST CONCRETE Q ®' ( �� y) ' CEIVE I ® z' WALL, 8 I /2' THICK � • I �� z 12' AOL stuns ERIE Y> 11 � OCT 2 51995 x' z o /KWILA ? = a 1 / L10 WOR w H O WALL CORNER DETAIL O HC, TOILET PLAN O H C TOILET CEILING PLAN NN CRY OP ' I ' -0 3/8' 1' - 0' ' RECEIVED TUKWIIA ,E s OCT 2 5 1995 z I I PERMIT CENTER i i i 1 IDES GNED: 1000' I , , 1 Municipality of Metropolitan Seattle. TE EO v+T S IP ._. _.. P Y s P 10/23/95 ' D _ - -- -.. 1 - FILE NO: SOUTH BASE ANNEX WAREHOUSE ADDITION �'.. B : RECOUMENDED A.S NOTED oaAww0 No RESTROOM PLAN INTERIOR r WA40 REVISION —'- BY ._— •I � APPROVED: I 1. No. APPD DATE . . , I I ELEVATIONS AND DETAIL'S I I I CT M119 -93 SHEET No � o� If / r B • r. B.U.R (3 PLY) OVER 1 � RIGID .INSULATION '(R 21) 'co 5 - _ _ __ ....._ _ - - -- ® ® ®®®® ®V ®® ® ® ® ®® ® ®," ®® - ®® __ METAL ROOF ®®®-®®®-®- ®- ® ® ®'�e�A- ®� ®- ®� ® ® ® ® ® ® ®� ®���® ®����--- ®� ®-��-- -�-�II / ON / 11 METAL FRAMED -- o ! CANOPY - FOR . I FRAMING REFER TO FiLAN STRUCTURAL - 1" FOIL FACED RIGI POLY PAINT UNDER SIDE OF DECK AND - EXPOED STEEL 1" FOIL FACED R S -T ISOCYANURATE INSULATION - IGD OLY o 4 � y (R -7) ATTACHED TO EXTERIOR _ JSOCYANURATE IN I / I, N ELLS TYPICAL REMOVE AIJDL, RELOCAjE ( EXISTING INSULATED (R -7) ATTACHED TO EXTERIOR W CMU WALL AROUND S TEEL PANEL TO NEW EAST FACADE W TOILET ROOM, PAINTED REMOVE GIRT S TRUTS WAND FASTENER HEADS WALLS 'TYPICAL _ AND PREPARE FOR PAINTING AND -PAINT I _ __ III 'EXISTING 0.H. :DOOR I I I vI' a ALTERNATE NO. 2 / 4 I 4 SEE SHEET WA402 I 1 A RGED 1 - -♦ FOR ENL I 1 1 I (PLAN �,Iyr - -- EXISTING N M .DOOR `Y i' � 1 / F.E C I I . r I I I I 1 I I I I I TE CAST I 1 I 1 � 1 ' I EXISTING CONCRETE SITE ( WALL 1 i I i _ a TO. REMAIN PAINT TYPICAL P. 1 . 4 i 1-1-1-1-1-1-11-1-1- I l l ( I I I P i { I I I I I �t 2" SAND OVER VAPOR[ BARRIER r' I ' _ 7' L II_. I J __ I OVER 2" SAND OVER 4 WASHED GRAVEL , � �I 1 '1 1 I � 1 0 BUILDING SECTION A -A (LOOKING WEST) 7 1 1. 1 I I , I 1 1 1 1 1 1 1 1 l 1 1 1 1 1 - ' ALTERNATE NO. r _SEE SHEET WA402 2 2 I 1" RIGID POLYISOCYANURATE _ L__ PLR ENLARGED 1 INSULATION ATTACH / ED TO FIJ ` 1 I I I EXTERIOR WALLS. TYPICAL 'r 1 - I CITY OF TUKWILA F E.C. I I • L APPROVED I. I JAN 2 9 19966 X _ _ AS NO ICV.V/IJ/� ,,1 1 OUILUINU UIV •1 Itll a 1 - 1 AECEIVED 2 SAND OVER V BAR r . _ i , OCT 5 1995 - OVER 2" SAND OVER 4' WASHED GRAVEL •�' - - �, o z ' 1 2 4 o 0 � 0 1 NEW CONSTRUCTION ruKwILA y Y- 8 I w f _ — t •UBLIC WORKS – „I< 01 n� CITY 01 TU ILA '! C) BUILDING SECTION B -B '(LOOKING NORTH) oct25tss5 Qz Z. 1 H .. ��'_D , � . 1 1 1 PEfiMIT CENTER scale: I I IS � � i.i •� i p � E NEO: O ,A 'VII DATE 10/23/9 rJ 1 ® � E TA® ®L MnnlclpaHty o M e t rep offien Seattle - ... _. -.._ -1 1 J 1(. tl 1 P Ecis. . 1 I iDRAWN: iSECKED I SCALE ._ __ BASE DI' – _ l –___. I , j '� ® � �� '� �REDO AS NGTED BU1LDING 41z4ASO1 3 _ I , I ' DR wluc ND WA 0 No. REVISION, BY (APP D 1 GATE _ ? - "� APPROVED EHEEi� NO /0 OF -I ,8t CT M119 -93 A A B C D _ E.. G H \ J 1 A • ' q 0. D 'O '4'. i - 1 O – - - - -- 0 © n i— 1 BUILT -UP a l BUILT -UP = BUILT UP 5 -is ROOFING R OOFING BUILT-UP �j��" I. . ROOFING ROOFING OVER 3" RIGID 1 OVER 3' RIGID OVER 3'. RIGID 5 , A70' /I - INSULATION (9-21) ® IN OVER 3 RIGID (R-21) ( ) INSULATION (R-21) - INSULATION (R -21 PL- �—. iv _��CeC� ( _ - "- - -I 6 - • f PAINTED METAL ROOFING v to io JOISTS, ,STEEL INTED EXISTING/ RELOCATED �CI- .. CI METAL I OVER 'Z" ULINS 1 EY.ISTING RELOCATED WALL PANELS .I ARCHITECTURAL METAL EXISTING' - ARCHITECTURAL METAL WALL PANELS STEEL ROOF WALL PANELS I SLOPED CANOPY ; STRUCTURE STRUCTURE PAINTED - ITE - NRE ST 1' F011 FACED RIGID I EXISTING �, 0', PANEL CO SITE CAST I INSULATION (R 7) '.. CONCRETE - METAL ROOFING OVER / a CONCRETE WALL PANEL Q ° 5 H" PURLINS. PAINTED • PANEL BOLTED "CANOPY 4 - j CONNECTION PLATES ��' � A70, I SITE CAST � 1 A�I *111 CONCRETE 1 PAINT WALL < ® ' PANEL 1 AND EXPOSED + _ ��• I 1 I MEMBERS AL i / 2 3 Y I® 1 I- I h1.0' FOLI FACED RIGID I - '..� 1 I J l '� I 1" FOIL FA F I I it A70 0 I_ C..D R G D SECTIONAL OVE PLYISOGYANURATE 1. �.� / DOOR. TRACK 1 N INSULATION R -7) , N PAINTT EXPOSED wsuLanoN R �1 I I -ruBE STEEL BEAM, PAINT � _ , ( J, , g' �, 3' i / ; ' 1 CLL BC IrISULATION R 7 SITE CAST �� 7 SURFACES �\ 8 _O I j 1 1 3 ® Tt STEEL CANIOPY 1 I FAINT 1 2 A70 A10 PIPE BOLLARD, g A70. �O ♦ PAINTED / C C0 UIviN 1 . CITY OF IUR::TiA ! / BA APPROVED F AWAY _ I SLOE EXISTING EXS NG o I , JAN 10 FROM OPENING 10 CONCRETE; 291998 A70. 1 - A70. THICKENED 1, . , , 10 2 SLA EDGE. FLOOR - A70.. AS NU[t , ,, I.. 8' CONCRETE FE PAVIPJ 1 2 BUILD . , ING DIVISIO 1 -SLAB ' � A \ . 11 1 j SEE CIVIL ... ..,. , ,,, , --:NEKIIII 111111. , ' IS- 1 - ' ' 1 . '.- . - .- , 't ', . , 1 - - .,.,, , ,, .I • 1 I1 ^ , -r I mill / 1 1 .__ii1 . -LI I 11i I , .111 1 VAPORN BARRIER OVER ,L - VAPOR BARR ER 1 ' � VAPO R J BARRIER pi. 2 SAND OV I 1 " 111 OVER 2' SAND OVER 21. SAND ' - 4" WASHED GRAVEL OVER 4' WASHED' OVER 4 " ;'WASHED C00RDIPIAIE SUB GRADE 2" SAND OVER -I ` GRAVEL - GRAVEL WITH CIVIL ENGINEER VAPOR BARRIER w j COORDINATE SUBGRADE - -% COORDINATE SUBGRADE OVER 2" SAND o � WITH CIVIL ENGINEER WITH `CIVIL ENGINEER . OVER 4" WASHED 8 a GRA 183 E11PE® x ? o 8 _,,D ® I I iCT 2 51995 .a 1 1 GTY OF WORKS – N •I WALL SECTION WALL. SECTION WALL SECTION WALL SECTION OCT 251995 . O © SITE CAST CONCRETE WALL I@ SLOPED CANOPY @ EXISTING SITE CAST WALL 4 @ FLAT METAL CANOPY (ALT. #2) PERMIT CENTER Z SCALE: 1/2" 1 0 1 2 SCALE:, 1/2 .1'-0 1 SCA 1/2 I'. l 0„ 1.. SCALE 1/2" = 1'_0" } ,: I. _I' - 1 I 1 o NED Q M unicipality of Metropolitan Seattle 20CTO iii E T R O DATE. -'- - -I_ ,, 7r ' 1 , ' , DRAWN CHECKED SCALE' '- - fLENO - T f � - . b H TER O 1 _.__..__. _.__.._ -- -_.___ ._..: ___- I .:_..,. ,. , �' ®�q Rp SFG SOUTH BASE ANNEX WAREHOUSE 4124A607_ r I EHOUSE ADDITION ®� L 1/2 1 - D „ DRAWING NO ���/ RECO MMENDE D WALL SECTIONS WA602, - CONTRACT NO No 1 REVISION -- 9Y APP'D DATE WASRIN4�iIXl gPPROVED - - - I ARSONS ', 1 I CP M119 93 SHEET 1.10. /� orb - l j DUCT -SEE PLANS FOR SIZE IP ; SEALANT & COUNTER. ' ': - lx. WD, NAILER FLASH'G b BAR DE FLASH'G DRAW BAND MECH �II�'� MIL. CAP FLASH'G r 5 � -- METAL FLASHING L� 5 ■ UNIT - CONT CLEAT 1 HYPAI_ON FLASHING HYPALON FLASH'G i0 �3 x 8 PT WOOD FIBER CANT j \v JI..�` WALL CAP WITH 1/2 DIA. ', CURBi I CANT STRIP ANCHOR BOLT @32" O,C. SUPPLIED — BUILT -UP 1 / II NAILER J BY MANUE ' ROOFING MEMBRANE 1 .II .1 ; EX VAPOR RETARDER I I I� 3-COURSE PAINTED ' GALV IRON CAF' 1.1 k / - -- 3 COURSE 1i REINFORCEMENT FLASHING ' � �� / REIIJF ORL'EMENT 1 I 9 I ARCHITECTURAL METAL ''''' 11 - PANELS • �� 'j 1 VAPOR I r 1 1 ,� RETARDER 1 SITE CAST CONCRETE I 7 4 �.>y. I ;'. 4 7 MEMBRANE WALL FLASHING I BY ROOFING MANUFAC(URER YI I ■ L I i 8 I I L . I . I I r I , I I ' I I L I I ii ,, I''I I HVAC EQUIP CURB DETAIL 12n CURB DETAIL �@ PENETRATING DUCT ./ WALL PARAPET DETAIL A701 Scale 3'=1' -0' A701 Scale 3' =1' -0' A 701- Estate 3' =1' -0' 3 3 1 ' 1 -DUCT,' UCT SUPPORT 1 SEE MECH - INSUL:'TAPE 1/4° COVER PL. DOUBLE DOME I _�—``` I I I / - SEE STRUCTURAL PLASTIC SKYLIGHT .1 II 'PENETRATING PIPE . l` ' � FLASHING DRAW BAND CAP FLASH'G 1 2 1 2 LEAD FLASHING 1 1 1 I t:. r s `.- , HYPALON FLASH G I � 5:- COURSE REINFORCEMENT .1 - ! _ 1 ALUMINUM FLASHING I L p '.� I WD CANT I I i � BUILT UP ROOFING OVER EXI VAPOR F3ARRIE Ir 3 1/2 RI: VAPORIRETAR ➢E 2 I . / � OVER ], 1/2 "MIL. DECK 2 I � is I I 1II REINFORCING A CITY OF TUNWIN - ' APPROVED JAN 2 9 1996 /// ��� ® ® BUT : AS (JOTS AN 2 DIVIuILN 1 1 z 7,1ECE 0 1? I a 8 o OCT NOTE REFER TO DETAIL G, A601 FOR NOTE REFER TO DE FAIL 6/A601 FOR CT 251995 '�� 1 ANY NECESSARY PATCHING 8, ANY NECESSARY PATCHING PUBLI TUKWILA �,, ,w 1 O W0943 RECEIVED } J U 1, PIPE PENETRATI ❑N DETAIL ( SLEEPER - EQUIPMENT /STACK SUPPORT n ROOF PATCH /I INFILL DETAIL , oct 251995 ' _ A701 Scale 3' =1' -0' A701 Scaler 3'= 1' -O' I A701 Scale 3 '- 1' - 1 I L az I r PERMIT CENTER , II DESCNED 1 1 �Dn *E. t - .... r , C r{ r� Municipality . ,. ,..,:. of metropolitan Seattle � l 1 ., 1'T1ETR0 -.. _.._ i I P Y 1:, 1 DRAW ",CHECKED + 5(]UTH BASE ANiJEX _...._. FILE NO 01100, 1 DW WAR ON 4174A701 I r 9 G DETAILS / 7 " �' I RECOMMENDED' L•p I CONTRACT NC: D I DRAWING NO ,. WA701 • _ ___ -.. _,,._ _ PRDVeD i CT M11 -93 No. REVISION 8Y I APP'D DATE ( /� SHEET NO OF V A B T -0 D E F 5 V H is I A 5 C D E E G H ■ • A GRID SITE CAST CONCRETE PANELS 17 1/4') / - SIZE -CAST CONCRETE PANEL (7 I /4') - LDJI EL REINFORCING 6 ' SEALANT / JOINT FILLER 1/2" CHAMFER TYPICAL SITE -CAST CONCRETE PANEL (7 1 /4') i �3 / / — OVERHEAD SECTIONAL DOOR `" A 8' C.8,1 [INTEL /( SEALANT / CAULKING l ROLLER ASSEMBLY AND DOOR It/M: 4 - " $TAI f ,AU_ . A N' , 34' HOLLOW MF1AL DOOR - RA . - w.E n�al . -- - HOLLOW METAL DOOR FRAME (tlr' - -- \ @ 3 DOORS — - RESISTA -J 1' 1 41 PEMCO MCO 34545 8 RAIN DRIP 0. 0X9.0 STEEL CHANNEL WITH GROUT If: 3 "STUD wA�� AND EXPANSION ANCHORS e 4' -0' DC — - DOOR (REFER TO DOOR SCHEDULE: • e 11,7/ 1 1L/16 °'1 4 1 4" r 132' s i (Th TYPICAL SITE -CAST CONCRETE JOINT ( OVERHEAD DOOR HEAD DETAIL ("T`\ EXTERI ❑R DOOR HEAD DETAIL n INTERIOR DOOR HEAD DETAIL 4 2702 A702 2702 A702 Scale: 3 Scale: 3' =1' -0' Scale) 3' =1' -0' Scale: 3' =1' -0' ° =1' -0' pi 1 I 110. r - ANCHOR RI RAP — sm./ -- SEALANT / [NT FILLER SITE-CAST CONCRETE PANELS (] 1/4') d C . J - L1. B - . ll I I mo \I -- 'TEL - -- - 1/2' CHAMFER TYPICAL SITE -CAST CONCRETE PANEL (7 I/O') .\ L `' _--73,,,_. IT FA[_A1 BILKING 3/4 O LG' METAL �� SEAL ANI / CAULKING D[101: ■ 'AME /' !I • OVERHEAD SECTIONAL DOOR 1�l ROLLER ASSEM ELY AN➢ ➢OOR - ` J - � HOLLO`J METAL DOUR FRAME - :_r - - - -- 5/8' wATEk ONCRETE PANE: (7 1 . ; 4') 4 0' 51'('''04''''l 841 3 f IN J S /2 WALL 12 GA 2' FLAT BANT 1, TUBE SPACER, J PUNCH 1, DIMPLE FOR 5/16' FHMS / , 3 PER JAMB _ -SITE -CAST C 4 ".. GRID DOOR (REFER TO DOOR SCHEDULE) J / 1 7 C7/98 STEEL CHANNEL WITH GROUT 1 15!16 " - 1 4 1/4" , `I 1. E - \�'r3N AND EXPANSION ANCHORS 5 4' -0' DC 1 III 111 - 4 SITE -CAST CONCRETE CORNER DETAIL ( OVERHEAD DOOR JAMB DETAIL re \ EXTERIOR DOOR JAMB DETAIL ( INTERIOR DOOR JAMB DETAIL 2702 Scale: 3'=1' -0' A702 Scale: 3•=l' - 2702 Scalel 3' =l' -0' 2702 Scale 3' =1' -0' 1r D SCHEDUI E - - -- - - - - -- — 2 0000 INFORM~ - FINN FRAME INFURMATIDN DETAILS _1 HDWR REMARKS NE ., O 1 0111E 1 ION 1 TYRE M F TYPE M HEAD 1- JAMB SILL 1 GROUP ' - _. - - _ - - ... - _.. - 1 I DOOR (REFER TO DOOR SCHEDULE) - -- - -- DOOR (R1 FEY '11 PO'8 SCHE DUI F> 101 17 0' x 14 0' 1F- L 1 PAINT 2!WA %02 6 "WA70 HW -1 GLAZING U =0.49 NEOPRENE WEATHERSTRIPPING 3 104 0 x 7 ' 0" x 1 3 ' 4 1 1 F HM PAINT HM 118 I PAINT 3/WA702 7, 60 H H 1 WA 11/2707 W 2 GLAZING U =0,49 - - - - -- -- - NI'_ OPRLNE w - . 8� RST RIPPING 103 1 0" 0' 1 3 1 2 + x I -IM I CITY OF iUNWl1q PAINT HM HM PAINT 4/WA702 £3/WA702 12 /WA702 HW -3 v i" L 3 ' -0" 0" 1 _- L __ L _ - -- _ _ ice: 011)80049 4 i x - x 1 [ HIT PAINT HM HM PAINT 3 / WA702 7 /WA702 11/WA702 HW - 2 GLAZING U =0,49 - — _. - -_ —_ —_ —. � - j 4 - s:., \\ 2ANGLE J /) '� �/ DLIHR ■ •! PE_ o" s� 2 O 'L c- I I EXPANSION JOINT - - - - -- .. , 1 , MATERIAL • 'c' >:j ihl 47525 =3 EXTERI ❑R DOOR SILL DETAIL INTERIOR DOOR SILL DETAIL Pui<WILA w 2702 Scnle� 3' =l' - O' A702 Scale: 3 " =l' -0" A,.,vvUHKS O -JU CITY OF TUKWIU\ 4 i Fri OF S OCT 25 9� 'Q PERMIT CENTER DESIGNED: 41 � q ® DATE: .. . - , - ! I i i C 1 E T R ® Municipality o4 Metropolitan Seattle ��� n i" 20=0E995 13 ci 5 IDRAWN: CHECKED- SCALE: -.- SOUTH BASF AN343 'rELENo: _.. _ i SF rREC G DWT _ 'v'JAREHO'JSL PLD'ITIOrJ 4 lc No:' 2 Ce:::)3 60 MINDED. 3 - 1' -0 " ! oRAWiry NO: _ ' DETAILS WA702 ACT NO -- :. - ,__ •I CO APPROVED. No - RE v"5'ON 9v APP'0 D0TE I CT - M119 - 93 SHEET N0:/ OF ♦ ♦ V V ♦ D ,/ A R n F F G H /f� A B C D E F G H A • ♦ • • A v 1 " METAL FLASHING OVER PARAPET & METAL PANELS ARCHITECTURAL - 00 -" a METAL PANELS In a SITE CAST CONCRETE n PANEL ■ 5 ■�n ®ETAl2RSLOPE 5 n METAL ROOFING �� 4" x 2" z 1 /4" 4 TUBE S FRAME 6" "Z" PURLINS �— 11 RIGID WALL INSULATION "H" PUR ® METAL ROOFING / , 4' x 2' x 1 4' ;� ii SITE -CAST CONCRETE - -6" x -0" x 1/4" TUBE STEEL FRAME 1 PANEL �� TUBE STEEL JOIST 4" x 2" x 1 /4" �1 , i i • � CANT STRIP TUBE STEEL FRAME ;I CUSTOM FABRICATED • I I U I'! x 1/ UBE ST ACES TUBE STEEL BRACE .. , . d - WALL INSULATION L,I ARCHITECTURAL 4" x 4" x 1/4" � 1ii JJJ METAL PANELS LI t r. �; II CUSTOM FABRICATED TUBE STEEL COLUMN 4 STEEL BRACKET 'Ie� EPDXY BOLTS 1 DOOR FOR 4 OVERHEAD SECTIONAL n n HIGH SLOPE CANOPY HEAD n HIGH SLOPE CANOPY EAVE n HIGH SLOPE CANOPY BASE ( LOW SLOPE CANOPY EAVE A703 Scale: 1 1/2" = 1' -0" A703 Scale: 1 1/2" = 1' -0" A703 Scale: 1 1/2" = 1' -0" A703 Scale: 1 1/2" = V-0" ' • CD v / 7 1/4" SITE -CAST 0 ARCHITECTURAL �,� / CONCRETE PANELS METAL PANEL - or ARCHITECTURAL METAL PANELS II ENDWALL FLASHING 4" x 4" x 1 4 ARCHITECTURAL CONTINUE ACROSS EAST WALL M n / ABOVE LOW SLOPE CANOPY d le TUBE STEEL COLUMN METAL PANELS � ri ROOF (SEE 5/A703) LOW SLOPE CANOPY PANELS TOP CLOSURE SET a ,1 n IN SEALANT TOP jj AND BOTTOM SLOPE CONCRETE NEOPRENE CLOSURE 3 �� SITE-CAST CONCRETE W 3:12 �' ®� �� PANEL — A 3 11111& � �� RIGID INSULTAION '` � i SITE -CAST CONCRETE ATM ij 1,2 O -, a 11 PANELS -- EPDXY BOLTS z ii DRIP FLASHING O ,�ii a II STEEL BRACKET CONCRETE COLUMN ',1_1 II � !! BASE A 1 „ FOIL FACED RIGID • 6 ° x 4" x 1/e ,_ a �� 3" 11 Mil TUBE STEEL JOIST + a �� INSULATION III• : an METAL ROOFING 1 _6" I JJJ 1 0 ,I FFF ARCHITECTURAL METAL 1 LOW SLOPE CANOPY AT WALL ( COLUMN AT LOW SLOPE CANOPY 171 PANEL CLOSURE � CORNER © LOW SLOPE CANOPY A703 Scale: 1 1/2" = 1' -0" A703 Scale: 1 1/2" = 1' -0" A703 Scale: 1 1/2" = 1' -0" A703 Scale: 1 1/2" - 1' -0" ' 2 2 SITE -CAST CONCRETE 3 2" TUBE S j PANEL l -EEL STEEL COLUMN x •- 'V BEYOND .1',, .. . - CITY or rur.'r�iln 11 3/8" ASPHALT APPRG'LLD b IMPREGNATED WELD PLATES TO • '` 5 r^, TUBE STEEL ' FILLER MATERIAL JhDl1 ,IIY�M P Allj G - 4 a CONCRETE FL 2 0R - 1[._, lG e A c a SLAB - `" P _x_ 10" STEEL _. a d a FOOTING CONTINUOUS CAP PILE 9 ECE,INE 9 4N � p0 99 ' NOTE: a a u g 0 SEE STRUCTURAL DRAWINGS _ 1 FOR STEEL AND WELDING SPECIFICATIONS RECEIVED C- r.l \ic ^ v w TYPICAL WALL AT Nov +� lvvs 10 FLOOR CONDITION RoBER11 ° �$ CANOPY SUPPORT BRACKET JSAnIASSOC. " "- A703 N.T.S. A703 Scale: 1 1/2" = 1' -0" DESIDNED: DATE: I ® �� ) re. m E T R ® Municipality of Metropolitan Seattle 10 • D I: : _T1 1 a1 ECDED 1/2 — 1' -OI' CONTRACT WA703 coNmacr NO. No. REVISION BY APP'D DATE APPROVED: SHEET NO OF CT- M119 -93 • ® • • A 8 C 0 - • v . E F G H A B C D 2 , r A ♦ ♦ ♦ ♦ A l'I ) ; 0 0 —, . 52 7 52 7^4. - - - - - -- - - -- - -- --- ^O`er' - - -- NGS 5 - 6 EQUAL SPAG / to -_ .... .__ 4©" P-- r� i �- �I � -- - � ' -�� -� - - -. -- - - -� -- �I — -- • - -- �- A ' 1 ;rill l r�� R�' W 2 • CPMB= IH II L! L ' J 11 l'-'_.1 i� i L._ _ ' _._ � �� � _ -. - TYPE TS_ 9. TA I II r 0 0 0 0 0 0 0 0 Y v T �h r = u - -- >_ n 0 -' L,J L. L, L L, - J 1 �___. __ I I • a I ... -r — rf- r� _ i 41'6" C 53 1 ! ®N _ �p ,� _ , r'� f T rp W�X116 � . ` i !•" -- L JIM L' 11 I± L:J 1-±,)_I ''IY LbJ lip .1+.•CAMBE P I S2 _ r ... 7'5 TS I I S2 I' . , ►� , ;i C / L J L L � 1 ( ISE `J /52' L // 1 i 1 4 7 - -- - \� l t - - - - -- 1/ TYPE 'F 59' 15 G METAL DE -� J J I '1 I m ,. _ ` l 1 0 0 III 1 r.-c_ n J - L( OP e BOTTOM 1 -. , .._ -__ , -____ % O 0 1 ` i.. __.._ i 0 0 O - 0 0 0 ® i-<,1 W � , •.i . I 55.6 EA WA L Z TOP u __ - J Li'-, pi � J -�_ Z —___ — J J , -3 -J _.aC xJ I 0 N I . r c .� -r �j�- T.i. -. �' .�. _ L , �_. B_` w 1 " m 1 1 .__ L .. _.._. _._. _ " —_.— . � ..__ .__. A' m m . k O , c X �.Q L J- L J L�J L"J L I'J. - _� I y - _ I - r- f:1 - - ' Ate E-?__I \ I r21 4i� j� W3L,X116 e'� � 6 I CAMBER. ' I S2 it S2 S3 , : ® S3 11 -fi -�- cam--' �d c c _.- ..._�._ I I _ 1 I J L J L L J , IT- � r rd r N a su -L I rr ` 6D .J 1 l i i� 6' 4' Y IGHT 6 m , �'1'I 30 : s SEEk O �HDW l7H D K I (0 , 1 1 1,-; - -- (611 4o L :f ' . D ill-EP rJ I r�� r J 1 , ?,',,u 4 J LJ L !J�� W N I m � I ,- � n � I 1 fl - I G�� ■ ,! ■ " 1 0 0 01 0 0 0 0 0 ! � ' 1 S I R Y 4 � I� -'-- J L, 1._.C-"...1 � T ''. _N _ -__ "_ _.. _.J_ _.. J_..._ j _ __ _._. j . . - t ^ n NM MA L 1 I- 1 - oPP 0 0 tv r4 0 0 1 2 I 1 r - !dl L J L 6X6 XL ,5 7 r ^... c.4; 2 6 c_owT P Q 1 15EE / S 2" - 1 W 576 .- � S I , 1 - 4 L — r 1 � MBE J _. I . a .� �, _.._ �y D _ _ J ii'� t D v r I . <J'41A -- - - ' - I - - - ' , -- - = - = - --- -- h i -- -- __ •_, ALT C r:Y a -N O _ - T _ S� © � S2 e), 2 \'_ 0 1 / \/,' � ) ® 2 JP L 3 U'J3 J f6 /) �. / 5EE AR_4 -, NOTE: / �_ ,d1 �•� l -_ D ViT(5, LOPE TOP BARS SHALL BE SPLICED (YEAR THE MID SPAN -' - -- VI 11 BOTTOM BARS SHALL BE SPLICED ALONG THE LINE OF PILES SEEK /52' FOR PILE. Q TYP 55E 54 FOR TILT -UP PANEL WALL ELEVATIONS AND DETAILS. GRACING ® BOTTOM - CHORD 1 STORAGE RACKS TO BE INDEPENDENT FROM THE BUILDING STRUCTURE. ^.o FOR coNFer+:.+nNCE WITH THE T HESE oOGatn ENT, ,V1FV [� ALTERNATE F1: HANDICAP TOILET ROOM - SEE ARCH DWG Touowl05 OVDINnNCES cj z ALTERNATE K2: EAST EXTERIOR CANOPY - SEE ARCH DWG. ALTERNATE e2: EAST EXTERIOR CANOPY - 5EE ARCH DWG. RECEIVED NOV 6 . 1. -- =: +0N' 3 3 1995 00 b w�oNC coDE z o •l N 5 DOS U tL U 1 POUNDA T ON PLAN ROOF FRAMING PLAN a RECEIVED ? - SCALE: 4/0, SCALE: I/O 1' -O" T E p„ aEMCNTS nND N w wreePNErAr OF c ^ r LC,c,_ .nom NOV 2 8 1998 a 0, V2.3!i 95 12 1 3 - m Dare la ��- D �e DA 1106401 00440111 kVOC T — av:_c....-- -- _ DESIGNED: � ®0 - DATE �y10 K � 1TI C T R O m, c pera or Metropol'non Seattle 10/23/95 t;3 5 ... c, ,..„ 4 i ° � f i TM� rj �i',_ -D I 'i' J o HKN DRAWN. CHECK : 52022 I E 50 tit' � 4 RECOMMEND. o IL FOUNDATION PLAN DRAWING NO 3012 p , g a ���X. s E ra , CONTRACT ND: W — S 1 No PE4 a BY APPD GATE ,, , _ "DD"D Ir ROOF FRAMING PLAN SHEET NO xV nes a /sa �" A 1 /v oP • ♦ • • • v • e A - - - 8 G D F/ G 11 A • A A A ,► STRUCTURAL NOTES: CODE: UBC 4994 DESIGN E LOADS: _ - I=t 6 X6'XL" TUBE ROOF 35 PSF 56 \30'®12' - I 1 PL 8'X1'\ 2' R � , ' D. I FLOOD. , 500 PSF 56 ®6' EA W A EPDXY GROLT .. LL . ' / \IS'ING - 5 2'RX.2 AB ®10' ac. SEE ! v chC .‘_L_ .‘_L_ • 97 SPECIAL NOTES. 1 I 1 1 - N'• • 0 ARC STRUCTURL E DIMENSIONS AND DETAILS TO COMMENCING r WORK, - ---. IF EXS"'ryC SLAB I :- - I > • 1 SHOULD ?HER.E BE ANY CO 5. NO FY ARCHITECT FOR CLARIFICATION. 5 �--•'•• t'1 R CO NG > _ - T � - •= 5. It- 4 X-0 9 i X�4'Y9 +>' %L` TUBE OMISSIONS FROM THE DR S SPECIFICATION OR INADVERTENT y,_. _ i y L 5 VERT + PL I IF DETAILS OF THE WHICH ARE MANIFESTLY NECESSAR.T S • __ - _ __ __ T •- _i_ -. - 55 113 T IES 19 1 2' 1 .4 4 0X^O'AB M ISLABELNG O D T 11 \ 7 . IL / I 95 y EW T _ . Q TO CARRY OUT THEN ENT OF THE DRAWINGS AND SPECIFpCS OR • B II - 1 • - -- - -- n I _ _- I A , 56 ®12 WHICH ARE CUSTOMARILY PERFORMED. SHALL NOT RELIEVE 5 AT THE CONTRACTOR 3 . M I > 4 III W '71 1 " I �! -, 1'4" TILT - FROM PERFORMING SUCH OMITTED OR INADVERTENT MI. -ABLE DETAILS O _ WORK, BUT THET SHALL BE PERFORMED S IF FULLY AND CORRECTLY 1 N� 7.._°11--,='1,,,,, \ > C CONC W._LL SE ORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. SE PL N V F O - "11 6L 12' Y ry SPECIAL `s REQUIRED HOR STRUCTURAL- UCTUR_ ..055 TO MEEK • BC CHAPTER TER 17 ,7Q0. Q. #fi EE - :PP c SHOP DRAWINGS I I 1 V ' F LL P. SHOP DRAWINGS SHALL 0E CHECKED AND APPROVED BY THE GENERAL • • • :- . 25.. CONTRACTOR PRIOR TO SUBMISSION TO ARCHITECT FOR REVIEW AND ? G A2E ._ I Il i _ _ COMMENTS O THE REVIEW OF SHOPRAW hGS BY ENGINEER OR �. 1 - •- r T --r -. - , : -" I - , I I 1 � ARCHITECT S FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT ONLY T - T ! r ND DOES NOT RELIEVE E FABRICGTOR/VENDOR LD ESPONSIBILITY .-.� —• _ ` i - 55 E W ' • - • I - Q A C ONFORMANCE WITH DESIT IL DRAWINGS AND SPEC FICATION9 AL4 OF , _- WHCH HAVE PRIORITY OVER THE SHOP DRAWING. THE GENERAL • - ' - • J CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF _l , ... . -4' _F. PI CAFE 1 3 - $ Eh _. DIMENSIONS AND DETAILS FOR SUBCONTRACTORS. AL STRUCTURAL I U 355 EW - I I T P _�� c r -- TrP • - - - - - y - - - - - 4R5 ID PI C MEMBERS SHALL BE FABRICATED BY CBO /BULGING OFF FCPL CERTIFIED - P. 1 _ : ., TYP L FABRICATOR. ALLOW 10 WORKING DAYS FOR ARCHITECTS REVIEW OF r' .PIKE CAP 3a5 E 1 N 6 - T : '. U • ... J SHOP DRAWINGS PER SUBMITTAL. • J v u + oT V • O CON C CRETE 9 HAVE A MINIMUM 9TRENE TH OF 4,000 PSI•F GIN 1 /2 - -4. : - - - -� : SACKS OF CEMENT PER CU YD O F CONCR CONCRETE) FOR FOOTINGS AND STEM 1 I I I �I - - I > - - L ACCORDANCE I 7 CONCRETE WORK SHALL. BE PERFORMED IN ACRDANCEE O WITH ACI 301 18 "D PILE j 4 '1 S EE R- - NO S - > EE EE ROTE COM I I CENTERED TO COL. I ( REIN BARS _ I ALL RE -BARS SHALL MEET ASTM L615 GRADE 60 EXCEPT TIES STIRRUPS • ,{ 11 T\ AND DOWELS W'C' SHALL MEET GRADE 40. RE BARS TO WELDED SHPLL • I - / -�I 1 ` T � �� MEET ASTM A)06. IC NG AND DETAL NGS OF RE BARS SHALL BE IN - . ` 6 - , - 2 $ - _ - . 2 10' ACCORDANCE WITH AC131B' BUILDING GODS' AND 4CI 316'DETAILING 1 - - - - MANUAL'. PROVIDE MATCHING CORNER BARS AND DOWELS WITH SOD LAP _ 1 - 2'113!.. • - •PLE FOR ALL STEM WALL AND FOOTING CORNERS AND INTERSECTIONS. I CONCRETE COVE, 2 I, r° E. C T I O 1 7 II E II FOOTING : 3" AT BOTTOM. 2' AT SIDES SECTION V 7 SECTION �i � -�-IO ^ �� SECTION 1 ✓ WALL : CENTERED UNLESS DETAILED SECTION E `/ 1 i OTHERS :SEE DETAILS SCALE: 3/4'•1' -0' SCALE: 5/ 4' +1' -0 SCALE. 3/4'•1 -0' SCALE: 3/4 ^1' SCALE 3/4' =1' -O' MASONRY: 7' %7"X5• TUBE CONCRETE BLOCK SHALL MEET ASTM C90 GRADE N9 WITH A MINIMUM G STRENGTH OF 1 ,500 5 AND ALLOWABLE BENDING STRESS OF 500 P51. PL - 8'X1 "X1'2' 0 UNIN5PECTED CONSTRUCTION. PROVIDE 155,32' O.C. VERTICAL AND 2 - 5'0512'413 0 10' O.G. •Z N ....0012,, E LEV •12' _ 55948' O.C. HORIZONTAL WITH BOND BEAM FOR ALL B' WALLS a R W UNLESS NOTED OTHERWISE. ALSO PROVIDE 16' BOND BEAM AT THE LLl ,9 d TOP OF WALL WITH 255 TOP AND BOTTOM. MORTAR SHALL BE ',PE 5 -' _ d1 T'X7 l TUBE `�I' � Q — MEETING ASTM 0270 AND UBC TABLE 244 WITH STRENGTH OF 1600 PSI. EXISTING v EQ USE EIOXX 111 'L. \4,1.2 F f I '� GROUT SHALL MEET ASTM C4T6 W.TH STRENGTH OF 2000 PSI. ALI- CONC. WALL ' I I K Q9 2- ®1 O.C Fyl9 CELLS CONTAINING RE -BARS SHALL BE G 7 .1B - ` GROUTED UTEG SOLID. C n — - T T r O t 3 P 6 k5AND PIPE SHAD MEEK • ' _ ^ i �� � -- L: AND IN ACCORDANCE WI a Y n H EXISTING SLAB __ - , _ STRUCTURAL 4Np MIBC STRUCTURAL AND MISC. STEEL-7 KSL I n II - _ - - - .STEEL SHALL MEET A STM A36 360TH S y pp - � --- ���- -- - � <(3 FT TuBE SHALL MEET ASTM A500 WITU FY =4 4 l7J a - j 3'G j-, _ �_ I __ __ I 4 ,C `B �� °xi I I ' -0' T ,_ -UP - ' �7 gg .1 1 I Et D FLE ■ P I! • FOA BBRCATOR BE N ACCORDAANCE WITH O THE N LATESTT SA SPECIFICATION PROVIDE PR. VIDE COMPLETE ENGINEERING AND DETAILING OF THE _ 1 ! \/ JO STS TO 8E COMPAT BLE W TH THE DESIGN CONCEPT SUBM T DESIGN • • _ SHOP DRAWINGS SHOWING 0 LL NECE55P 5 BRIDGIN 44 AND OTHERS REQUIRED GR SDE BEAM > I - - "- ! 1 ' INSTALLATION AND PERFORMANCE OF THE JOIST. ALL SUBMITTALS SHALL - BE STAMPED AND SIGNED BY ENGINEER LICENSED N THE STATE OF "l COMPRESSIBLE : r WASHINGTON. SHOP DRAWINGS SHALL BE APPROVED BY THE BUILDING PAD 6 BEAM 6 DEPARTMENT IF REQUIRED. JOIST SIZES SHOWN On PLAN SHALL BE -05h I ! CHECKED. AND RE- DESIGNED IF NECESSARY BY JOIST ENGINEER. v I I T N E C U WALL 1 I L JOISTS SHALL BE DESIGNED FOR 20 PSF SUPERIMPOSED DEAD LOAD • = .- _.� - J= 1 - 355 E. r E FOV, REINF I PROVIDE s 355 En • - 1455 P' S ADDITIONAL_ ADEQUATE BRACIDNGS FROM AS REQUIRED IN ADDITION, ECHEO 4 HD OISTS C G:-P A I ' ' �L 0 A 6 T T 0 4- P 7_;_ I F R WIND UPLFT12PS NET)F AND PRO/DE ADEQUATE LATERAL BRACNGS • -- r - - - - 1 FOR BOTTOM CHORD As REQUIRED FOR STABILITY. • • _ _ _- _-._.! �: '1 � - _ . t : L • r...�_: _ .. 'I .Ih METAL DECK. a dvl`I METAL ACCORDANCE SHALL BE 11/2' TYPE HSB DECK 4B 5A. GALVANIZED h • • _ oh WITH ASTM A525 6-60 COATING CLASS. DECk SHALL BE c _X15TI53 : '0 PILE >. FORMED FROM THE STEEL MEETING ASTM A245 OR A446 GARDE P O 2 PI > P E 1 - - - - -- 1 pC SV. P'vB Rte BETTER. DECK SHALL BE PLACED ON SUPPORTING MEMBERS N H A - CE�' �P, G • C GS.. _ MINIMUM END LAP OF 3' CENTERED OVER SUPPORT. PROVIDE MINIMUM - _ I '-- - ^/T PUDDLE WELDS 4 PER 24 WIPE SHEET ALSO ROVDE SEAM WELDS 1'524' O.C. BETWEEN DECK PROVIDE '2 PUDDLE WELD ALONG THE PERIMETER OF DIAPHRAGM a AND • ID 6 0.C. AL HE LL F : I .A I BERTIF ED WELDER. SHALL L S E PER ORMMEED ACCORDANCE 710 50.3 018 35 wASO Y` _ _ DRAWINGS • THE DECK SHALL MEET SDI SPECIFICATION FOR 0.44,441Y. 2 - 2 - . - •G. - • _ JC ST. 3 -E' • 5 -0' METAL- JOIST SHALL BE FORMED .ROM THE STEEL MEETING 446 GRADE D FOP. 'EGA AND GAL JLNIZED PER A525. • " � Y v n,� \ F - r -` . / I'. \J `• f , `i -- r ATTACH JOIST TO TRACK WITH 59 MET,. SORE'.: AT rOP 5 ,01-403.4 b -- �'� "-' v S.,PPORT S FOR. ME UNITS STRUCTURAL MEMBERS SHOWN FOR • • S..AL_ 3, 4. -O' SC:_ =_ 4= 5...._E = 4. - ME UNITS ARE EGHT • 1 •i �1 SPECIFIED. THE STRUCTURE 45 NOT DESIGNED .0P VIBP.A N OF ME E Y. 61rvU1 S ' E VBR S O T SE,S EDPER G II �I E IC O G A O O 'S ' SB RE 5 O DFS h 1 - 7' • • . u D SUPPLY SECOND IN 5 5 E 5 ARC OP THE •., - \_"._; • III », CYY 41,575 SE..MECHANICAL DP.AW NG FORU SZE AND _OC TOn A �l.• / D C H_ _ BE ,S .33 RE_C MENDED BY - I- RISE 5 L S O T S OFC�MG - C E STRENGTH 5000P5 E p .„ , , -JBE T E X6 \' i r y DESIGN 5 F E O E IhTS EACH o IL \. \1C. o f U j cf: P'r \ "n_ I � o O: R S R GO PUMPED PILE '. I - #. m'1'2" k2, ___- �'I 1 _ p o\1 13F X. _ s POP P 12 AND. s 2 _c. MIN b RE ET 0 ' - 6s =R ,ED B 'C. \ JBE 15 _-_-- �` G G „, II 1 P 5 \ \ .. 2 . .-. __... : 7I G C BE E J C EP CED E NGINEER. SEE k0S2 ,w _ 5'0 \'2 .=B e J ^ H , Oh .5•TE D, PILE gg 22 SEE ADDE _. Gc.. C NIC._ REPORT B _ON /E S_ , 9F WITH WT ENGI 9IAOPPROVAL. fl JP FOP. STEEL 65:.5156 PL:,�E AID -.,3 PANEL 5H4-_ BE • ' , " 'h .STERF_OW "3 BY H STER BULGER C G BY E - _- !v OTHER 0 E,..P1, Op n FOR SONO'N B=GE, ,74 P 438 EPC•r OChD:NG Sc =..E 5 V S C RECEIVE Nov 3 3 7993 — — E Ts f S 9 5 V �C ` , J7 � .r, v�J • ,.. 4 ' ° FOUNDATION DETAILS STRUCTURAL NOTES A ci C 5, 1 1 C H A A A ^ RSCF DECK, + "t2.‘• 1 '‘ -" 14.4 1-,1231-<0' FOOF DECK ' # , A 14, HI I F -: - -- - - - - 5 , %. MS AM Mit BM Mt MB MR MM al' MB MBI _MB _ I ■ _25,5CO2/7 v 6 _ _ _ N67, _ ..... _ 2F6_ 1 I _ 3 'fa 3 0 l' le, ------ -- -- , 505 -5•2(3 L.L.V CON I , Aii, A Ke0X7 AB 6 12' 0 C , 3 , , II .0. \ 201:305 , ‘, 20L405 1 /SLOTTED 0887 401,0 / I i 1 METAL_ DECK I Ir ' 1 1.\ 201,805 7 ,c 4 METAL DECK . TO ALLOW "5 08 30 ' ' 5^,43 ANGLE TO BE i5i =__ W3.0X116 , ()<1" \\//,'" \ 1 - •A '- ' " Ei r DNTINE053 ACROSS PANEL ., 8780 III 44 '8 STIFF Is,- ,401NT/SRLICE PORTION ,. , ^ 1 06 - 7 4 -,/ 111 W24576 .. ' 20L,H05 L-- 6X3X3/8 LLV ' --..., 1 NI ,, L -5X3X345 L1 r AI OF PANEL TYPICAL wi.e4 AS 8 16' ' t I SEE - L433' 11 L.-5•X30sc ANGLE TO BE i 'I i„i # 'r!'-'5';1 ■,', 1 _ _. I.1 CONTINEOUS ACROSS PANEL - - c 1 CONTINEOUS 405058 88581,11 II JOINT/SPLICE AT MID PORTION AI< JOINT/SPLICE AT MID PORTIOUU L 41 -,-:- s:LTAL TYPICAL 830K 16 OF PANEL TYPICAL ji 1 , i • , I I - 3 X a)(5. ' NOTE_ 201_505 _JCISBRIDGING 4 9 .X.." ^1505 SEE 8 34 PCP 4 ■ 5 JO'ST SUPPLIER BP 'DG ", S , 1/4. 7 TUBE 1 CL 7 TUBE - i203 .. t i t - AY - B PL-12 r 2-344 8,3258 0 85-42 ' 2-3/4V A325F SECTION "A" SECTION "B" SECTION "0" SECT1Oh "D" SECTION "E SECTION "F" SCALE 3/4'. -0' 5811,5 :3/4'. • 4 4 • 4 ,. 16 , I 1 _ ROOF DECK I_ ' , f ROOF DECK T O - - - - - L-5'),3'748" L1:33 / a r 4 4 . 57 . AB/SEE ^0 a 5 ' JU __ 1 1 41 ------74 TYP 6 CORNERS 011 13-4'k,, __ L 1 41 1-0 11 METAL DECK * Y 31 # 6" I 6' I ‘07. :_-_ _5235 .._ 7ET hr-1--r- Kr _, 7e0 W24X76 4,,,,x76 3/5 STIFF P g , 1 CL a01.0405 II 5-4535 LI__V 5-5943 1,1:3 5'54534' SE 1 2 . 54 X TUBE , I i 1 .1 PL-1 '111--- ..j■i'. - 1 _ , ' '1 208506 AROUND OPG N. F 3.57. 85/SEE 04 E/53 --If ,.. 1, A' \ F' r • TEl 6 WALL PANEL • , V1.5 I> 1 44 4>-4 X45 TUBE 3 COL -' " • ' a'-c,...!----:-.-11, . u - ,iTid)--- 4 ; C1 4 44 . 656 , ,_ . 55 . TUBE 5 TUBE 4 ' PL PL- 4- A325F 2- 83258 SECTION "G" SECTION "N" SECTIOIN '',..)' SECTION 'K" SEC7 ION "L" SECTION "M" 5645E: 344-..-0' 8=1=8 44 03' 6 6 TUBE 1 7' 7'1°, 2- EPDXY BOLTS v . ZX , 11 O 0 ._ 0_14 I 03^' 1 4 . END PLATE , 1 s P . I7„ - E . 3 ;' 037,,073 ' SPLICE AS >_____K4 WELOED 4 - 5° EPDXY REQUIRED - BOLTS 0 5',I GRIND SMOOTH N 1 6' X.4A, TUBE 1 _ TKBE 6,44,04" - /BE - V, — 4^X2 TuBE , -- 5 VERT FRAM , 53 VX2 TUBE FOR PAINTING , 67:4•20, TuBE ; 11 1 PL-9^X6•2,07. 12 -f 1 , NOTE NOTE 4,1 12 TUBE ;- 801:T3 5 ,. i 1 - I • I- .4•7(.2•55• L S ..,, • - 3BE 1, ,4,4',0, 4 / 5 TUBE T17 FOR ALL A ' I I _Ku__ ki 6'54 TUBE MEMBERS JNLESS NOTED / NIEMBERS uNAESS NOTED / I ' l• . PL-13 7' .. \5. avov BoL-s PROVIDE ".• FIELD OR SHop / PROVIDE 1 4' 81850 05 S 1 , ,ei wELDINGS ALL AROUND HOP 1 / ' -' 11, 57155 SMOO 1, t6 0 c POR ALL_ CONNECTIONS WELDINGS 44_4__ 880uND FOR ALL CONNEC.TIONS ' f 5' 2 r (- _ . 642,2 aj 12 6A-V,07—TUB-LT:A 1 l SMOOTH 08 PINTING UBE FOR 'k, GRIND SMOOTH FOR PAINTING ,.. 5 ,,,, COL I T/4 ,,., - ' NO,-E PRO/IDE N PIELD 0 SHOP ,:" i "^' \`: V/ 4 „ I \ '' ' 4 I SEE 8004 045 POP DIMENSIONS NOT SHOWN / ,,/ / / , I BOLTS 6 5,- ... ° 2 \ v 4 X2 TuBE , S r i' Y . 1 r r rr i r , GRIN5 5",50. =^...P PAIN-TNG 7,7 - .4.4... _____41 4 . ±H ^ g — . NS E C 7! 0 IN IN ("" 1_71: f ---`= 1 (`-` :- ---. --' 1 ,...,,, ' ',.. , :7% n [ / 3 1 sCALE 3^4 - 0 . SC--s 3 ,.- -C. 1 4 - UBE - X2 5 LBE 613 54 JERK 18 485 5 /57 05,45 Cl''' if , ul a l • 10- 44 a, Q 7 n 17 0 1 • 4 3 STRUCTURAL DETAILS ' EA SG1.4 9 C 4:1,11r1ETRO , 3 P 19951' I 0/ ,,,,,, 95 a , . r , ', / ^A ' '',. .,..,'ti -,,, ' a r ; DRAWN E5 9 5...mw y ,•.„ i 1 ,e,., , , NKK 4 , RFC...ENDED r ORPMING NO - VA _____ N,,, A 's CONTPACI rs, \Ai—S.3 Ho REV 5435 BY APP') 4411 0 APPRO./CO 11,nr3/93 s "' " 16 0 24 V V V V 7 V `V 5 5 19 n 1 5 , F c A 6 C 0 E f G H .)'' 1 4 5 YP IF 5 0 � C -1yFs— R C TYP 11 -- .. TIM. - �' CH ORD NO/ CHeR. DIAPHRAG!^! tea/ �1 q9-11 _T_YP CHORD f' DIAPH AGM 9 -_ 6.. U. .. .. I, _.. f I _LL._ 1 _ .._ 1, - _ . ; _. - TYP. k � I ■ , II 1 1'O' /TYP N - — I FLOOR LINE Ut L __ - - - a- - __ - __ - _ - _....- i 11 I !IL_ I.12 1 1 II I G , I .• .ilk II I I f - I , � ,‘ EAST WALL ELEVATION NORTH WALL ELEVATION SOUTH WALL ELEVATION :y SCALES 1/0' =1' -O' 50555: 1/0.4 - 0' �'. 1 . NOTE: - ^ ALL TILT UP PANELS ARE 70 THICK UNLESS NOTED L(-� -1r�TYP, OTHERWISE PROVIDE #5 ®12 EACH WAY PLACED AT PL -9 "X +8'X010' T ' ✓ THE CENTER OF PANEL EXCEPT 'THE PANEL WITH OPENING 0 2-L'mX6' EPDXY 11 11 SEE TYPICAL RE BAR DETAILS ' - BOLT ®6° SEE ARCHITECTURAL DETAIL FOR JOINT CAULKING TYP ► LE „5,, JOINT PLATE W /SLOTTED HO. FOR 1 i' f ” - ' i -.2 HORIZ f ALL PRECAST TILT UP PANELS SHALL BE ADEWUATLEY BRACED UNTIL ALL -PLATE W/ L } FINA CONNECTIONS AND GROUTINGS HAVE. BEEN MADE: CONNECTIONS - -- -- . 1 -3 SLIT IN HALF INSERTS AND REINFORCEMENTS SHOWN. ARE 1 FOR SERVICE LOADINGS, -- L INSIDE THUS CONTRACTOR SHALL PROVIDE ADDITIONAL REINFORC'NGS AND INSERTS REQUIRED FOR LIFTING AND BRACINGS, SUBMIT_ SHOP DRAWINGS WITH ERECTION _ I I METAL CORRUGATED INSIDE • \ 1 , STRESS CALCULATIONS,'' INCLUDING' BRACING ANALYSIS FOR WIND AND SEISMIC LOAD. - 1 ` - ' R ALL- SUBMITTALS SHALL. 55 STAMPED AND SIGNED 57 PROFESSIONAL ENGINEER. I I L- 3'X3',+4 "X • .. LED W/ /GROUT Ii N w y_ II COIL INSERT AND OT 5 GROUT FOD AND E ARE SUPERIOR BE CONCRETE A 713 OR EQUAL Q J #6 5706 BARS 8 T 50 a -. 3 THE C/S4 0 F O O R PANEL TO USED IF PANE CCESS L ORI CONNECTI AT DIAPHRAGM PRIOR TO D DDH ACCESSORY PRODUCT 1 - I - DOWEL 1 �� T YP. E \ - - l n 3 y am_ OUTSIDE OUTSIDE c+ SEE i - OJ 1 1 4.6A706 BARS AT CORN SEE '0/54'.. I . +a" JOINT }� _ TYP 2 #5 I___- .. -._ -._ .. __ .._ -_.. - - - - 1 TYP> 1,- D5' '', TYP. / <TYP. OUTSIDE 0 ROOF LEVEL -' - -- °—.--- < L-3 °3,3'X4 X10 TYP. INSIDE s �` tt6 A706 BARS r __.— 1• T rn 14 �<TYP. j TYP I." -f _ -- 06 5470640425 \ 7G J 1 1 �1 YP_ / s BENT PLATE j INSIDE c, L-3 ",3'X "X1'0° #6 4706 BARS . TYP 1 1 #55 En. OUTSIDE TYP ea I r 1 �� c > C__U L' 14 JOLT C _.__ _ L X 62' 01 X 3 9 tt5 ®12" Er! -_ TYP C OX FROM X L- 0" 6X6Xa I it n I I f 2- EPDXY 4 - t -,. 2 45 r 'g . I� 6' {T"P. T"7.`-',;-3 60LT ®6^ 2 / T - / ITYP. HOR1z. FOR D 2 HOLE. 2 f ITY OF fLN516 ■ S E N A' DETAILS "B" APPROVED J 7 PANEL sp 3; a• =r -p 1 #5512' EW scALE 1a• =r -o^ JA 1 29 f: - 7,----- , C TYP/ 9 P 4X "\0 .. , Os P F -_ - -__._- l'F _. ___._ -_____ _. INSIDE 4X1a \ 356 .:706 CHORD BARS INSIDE L.4-ii....,- _ - __ 3- # ? - __ ` •. J _1 1 __..- ��� 3- 46 A ,- .-- I T- 4'53'X12 " \1O' 3 - #6 A /U6 C-HUKD BARS TYP X3 70. CHORD BARS 0 1 _., \ E EF 20.5 \ ' P ca ..`SI.�E. OUTSIDE ___. . ..___' r n r� =5 - � o E' c3�5 @ 6' o C�RNE - -- - , .,OIYT .. JOIN- —22 ._.. I I I 4J � 2 #5 �I # .� MAT�HI^IG 111E1 s \ T YP Z YP , i 0 � <TYP. T YP g . O 2 B...RS `vP DE TAIL_ "C" — T`'P "CAL PANE_ P- ,`1'=:.___ _ :✓CJ:J'^' RECEIVE:NOV 3: 199 4 7E dvEP t tyG K t METRO LI, c 1 1/ 0 5 elropol ton sealue 10/23/95 .„„ 6,--.---v,s,4 e? ,. ..°P F 1 i DR {- CHEGrc'D'. SCALE FILE NO 10 A 3 NAI, b 0]2 ° �: RCCC iMENDEO NONE DRAWING NO S.,° 1 11 1 TILT —UP WALL ELEVATIONS W—S4 No RES'ISION 91' APP'C DATE � { 5410 CONNECTION DETAILS EXPIRES 3/98 SHEET 17 OF Z A - R C n 4 4 0 H • A B l'. D E F _ H - A A A • • • A MECHANICAL LEGEND MECHANICAL ABBREVIATIONS AIR INLET /OUTLET SCHEDULE PEREORMANC 5 W WASTE AFF ABOVE' FINISHED FLOOR TAG DESCRIPTION MANUFACTURER Sc M ODEL REMARKS 5 MNC* THROW - V VENT BLDG BUILDING ALL STEEL CONSTRUCTION 4 CONE FACE FANDARD WHITE FINISH NECK BTUH BRI TISI -1 TI IERMAL UNITS PER HOUR ROUND CEILING DIFFUSER TITUS MODEL IMRA 35 16 AIL R VENT IHRU ROOF SI /F AS INDICATED, VERTICAL TO- HORI7ONTAI DISCHARGE PATTERN F F FIRE LINE RETURN CEILING FAN RETURN GRILLE TITUS MODEL 350RL zg _ ALL S TELL CONS [RUC ION, 35' I IXLD BLADES, Yn ,FACING, SIZE AS CFM CUBIC FEET PER MINUTE I INDICATED_ CO - -- CW COLD WATER (DOMESTIC) LAN UT - - CW DOMESTIC COLD WATER *MAXIMUM NOISE CRITERIA RATING 4 -- HW HOT WATER (DOMESTIC) CONT CONTINUAIAJN - ■ / / / /// PIPING, PUNTING TO BE REMOVED DR DOWN PLUMBING FIXTURE SCHEDULE SYMBOLS COLD HOT 14 (E) EXISTING MARK FIXTURE DESCRIPTION WASTE VENT WATER WFlIh12 REMARKS OR SHUTOFF VALVE (GATE 00 BALL) E.C. ELECTRIC CONTRACTOR PLAN DIAGRAM - ESP EXTERNAL STATIC PRESSURE P_1 1 G cam_( `� WATER CLOSET WALL HUNG 4 " 2 11/4" - MOUNT Al HANDICAP HEIGHT ' • C BALANCING VALVE FIRE LINE LAVATORY- HANDICAP FT FEET P -2 I Y2" 1Yz �" I/2" 4 - - ►4 GL OBE VALVE WAL MOUNTED q G GAS E WATER _ _ AO SMIT ELC - -2, 1500 WATT .. RELIEF VALVE C.C. GENERAL CON IRAC IUR WH -1 Yz } HEATER 11 V, 10 2Ys GALLON TANK. FLOOR DRAIN - _ COATED CAST IRON BODY W/ DRAINAGE FLANGE WEEPHOLES BOTTOM --III -- UNION HP HORSE POWER FD -1 ® FINISHED AREAS 2 I/z h OUTLET, 5" ROUND SATIN FINISH BRONZE GRATE, /z PRIMER CONNECTION HW DOMESTIC HOT WATER 1\1 CHECK VALVE HWR HOT WATER HEATING RETURN e- j HWS HOT WATER HEATING Sl1PPl Y RD -1 ® t� ROOF DRAIN 3" - - - WIDE ROOF FLANGE, BOTTOM OUTLET LARGE POL (PROPYLENE COAT CAST IRON BODY, NON-PUNCTURING CLAMP RING I ARGE SUMP W LOCKING DOME, C'0 TWO -WAY AUTOMATIC CONTROL VALVE ROOF OVERFLOW SAME AS RD W/ SECURED PLASTIC INTERNAL WATERGUARD TRIMMED FOR • ■ 1 CRT THREE -WAY AUTOMATIC CONTROL VALVE 6W K ILO WATTS (1,000 WATTS) OD -1 © DRAIN RELIEVER RING. DRAIN _ 2" WATER DEPTH MBH 1,000 BRITISH THERMAL UNITS PER HOUR 1 ® HYDRONIC AIR VENT M.C. MECHANICAL CONTRACTOR p THERMOMETER MNC MAXIMUM NOISE CRITERIA RATING HEAT AND VENT UNIT SCHEDULE N PRESSURE GAUGE 050 01114100 AIR MARK EQUIPMENT LOCATION MANUFACTURER FUEL HEATING CAPACITY INPUT(BTUH) OUTPUT(DTUH) Fi* FA 008 PE RFORMANCE POWER REO F54 HP VOLT 0 REMARKS TEST PLUG REO REQUIRED HEAT AND MODINE RI RAIN LEADER I-IV -1 VENT UNIT ROOF WSP 226 GAS 225,000 180,000 800 4,400 0.6 3 460 3 • • THERMOSTAT SD STORM DRAIN *THERMAL EFFICIENCY G -- 5 NATURAL GAS SP SI ABC PRESSURE ' SOF SQUARE FEET Hwy HWS HOT WATER HEATING - SUPPLY SS SANITARY SEWER EXHAUST FAN SCHEDULE 000 HWR HOT WATER HEATING - RETURN TIP TYPICAL FAN PERFORMANCE POWER NEC MARK EQUIPMENT LOCATION MANUFACTURER & MODEL REMARKS CFM SP WA T15 VOLT - -D - - DRAIN (INDIRECT) V VENT - ■ ® FU FLOOR DRAIN W WASTE TEF_1 TOILET .1 TOILET ROOM COOK LITTLE GEM II 103 25 60 115 I PROVIDE W/ TIME DFI AY WAI1 SWIICH RI. RL RAI14 LEADER W/ WITH 0 RD ROOF DRAIN 0 ROUND, PHASE CEILING FAN SCHEDULE © Ob OVERFLOW ROOT DRAIN MARK EQUIPMENT LOCATION MANUFACTURER FAN PERFORMANCE POWER RE0 REMARKS MODEL CFM COVERAGE* AMPS VOLT 0 ROUND SUPPLY DIFFUSER MINIMUM NORMAL ELECTRICAL MOTOR 00 -1 DESTRFATIKFIICATION CEILING LEA5600 DG EE 2 6,000 3,800 SOF 0.60 2!/ 1 0(0 SPAN W B I ETWEEN 1111 [[ PER PART F OF P TRUSSES TO PROVNEJ0 CHA ON. 2 5 12F LI RN f,RIII F FULL LOAD EFFICIENCY* *' DESTRA I(FICATION LEADING EDGE -" MOUNT BOTTOM OF FAN AT MINIMUM 19' -6" AFF. L1 LY CF 2 FAN CEILING 5600 -7 26,000 3,800 SOF 0.60 7 -77 1 - �- SUPP DUCT TURN DOWN, SQUARE [URN ELL __ i -M SUPPLY DUCT TURN UP, SOL TARE TURN F_LL OPEN MOTORS CLOSED MOTORS + AREA COVERAGE FOR HEAT DESTRATIFIGATION AT 20 FT BLADE MOUIING HEIGHI_ ExHAUST DUCT TURN DOWN, 55■ ARE TURN ELT. SYNCHRONUS 3,600 1,800 1,200 3,600 1,800 1,200 SPEED ELECTRIC WALL HEATER SCHEDULE +-------171 EXHAUST DUCT TURN UP, SOU ARE TURN ELL (RPM) 1 1 + VOL UME DAVIFt MARK EQUIPMENT LOCATION MANUFACTURER CFM POWER REq SIZE REMARKS HP EFFICIENCY EFFICIENCY EFFICIENCY EFFICIENCY EFFICIENCY EFFICIENCY &MODEL AMPS VOLT I, 0 WxHxD I. '20'0 INDICATES 20 INCHES ROUND DUCT EW1i - TOILE I WALL TOILET ROOM BRASH FR -1527 140 5.4 277 1 14Yax18Y)x33/4 1.0 - 825 80.0 /5.5 82.5 80.0 HEATER 1.5 82.5 84.0 840 82.5 84.0 85.5 o u 2.0 84.0 84.0 85.5 84.0 84.0 86.5 RELIEF FAN SCHEDULE - - - zo - -- - i MARK EQUIPMENT LOCATION MANUFACTURER -__ FAN PERFORMANCE POWER REO REMARKS z n < 3.0 84.0 86.5 86.5 85.5 875 87.5 & MODEL CFM SP BHP] RPM HP VOLT 0 z RF -1 RELIEF FAN ROOF GREENHECK GB -240 -5 4,000 0..f 1 0.401525 1, .' 460 3 INTERLOCK W /HV 1 OA_ DAMPER --4v�i 5.0 85.5 87.5 87.5 87.5 87.5 87.5 _ I _ - - ----- -_ RECIELV P) -- -. 9.) 4 + AS REQUIRED BY 1995 WA. STATE NON- RESIDENTIAL ENERGY CODE. OCT 251995 AECerve° " 0 - CITY OF TUKWILA vnw�n wnRKC OCT 2 51995 - ' -- - -- - - - -- - - - 1 - 1 - -' E °ESG"ED. r C M ' po lit y o Metropol !PtifTe0ENTER DATE: - - -- - - - - ..._..... _ _ - - - - - - - - - - - ¢4.0 1 0 • uaA ---.__ /► � ET 0 0'S � 23 OCT 95 -1 / P 1`v I - °• DRAWN i1/HE0KED. 51/060 SOUTH BASE ANNEX i FILE NO, i l .y U 1 DF6 WAREHOUSE ADDITION 1 � REC °uNE " °` q _ o o 0 LEGEND, ABBREVIATIO ° ""W1NGNO - - tz)95..0 WM001 . � - -_ _.__ - - -. � : P O � S/' GISICr F �E :. CONTRaCi u0:... - .._ . ) N - r- I ° Na t ;i , . APPROVED: 6110.9 I AND ABBREVIATIONS NO V ___ . i Ne. R F VLSI()N AY WP'p pPIE ` SHE N0 CF v ♦ VR.S 0- V . 7i A B C D E F G 9 A Q 5 CUSHION CHAMBER LENGTH STRAINER 5 E)PNEUMATIC EQUAL TO BRANCH DUCT MODULATING r AUT VENT OMATIC MAIN VAT ENT DRAIN RECEIVER DIP.MFTER --, - CONTROL POLYPROPYLENE DOME HOl WATER HOT WATER VALVE HIGH POINT BLANK OFF END SUPPLY RETURN ROOFING INTERNAL WAIERGUARU OF DUCT ��� - ∎ PITCH DOWN . ". K∎ - FLASH ROOFING ��.���� ��. •�$ INTO DRAIN 18x12" BRANCH DUGI - - EQUALIZING GRID PITCH DOWN INSULATION _ / •■ � • UNION (TYP) I �_! �- -16" ROUND DUCT DROP BALL I / HANGER ROD(TYP) Y r 0. VALVE REDUCER . �,, `I� ��! NO -I - IUB - BOTTOM Al 19' -6" Aft j CONNECTOR ROUND DIFFUSER • / M EFAL DECK- -- _ ,,` - REDUCER CLAMPING RING -- I111 4 ♦.6' ` 1_--- W /PLUG / - - -- 4 D RAIN PLUG INSULAFE AROUND R ROUND DIFFUSER DETAIL ENTIRE DRAIN / BALL - RAINWATER ASSEMBLY , EAD NOT TO SCALE VALVES STRAINER - NOTE: PROVIDE SEISMIC RESTRAINT, REUSE EXISTING. UNIT HEATER DETAIL DETAIL- OVERFLOW DRAIN • NOT TO SCALE ii NOT TO SCALE 3 3 ': CURB, CANT & FLASHING ECONOMIZER HOOD NOT IN MECHANICAL HEATING AND - VENTILATION DRAIN RECEIVER UNIT CURB FLEXIBLE DUCI CONNECTION POLYPROPYLENE DOME ROOFING ROOFING - • ME TAL DECK INSULATION \- - - -. - \ FLASH ROOFING l .:./:, . . i .,2,x a., r,•.K. r - .i ., �� _ r'''' A < °21 TO DRAIN N J INSULATION \ J BACKDRAFT DAMPER y \ DUCT �• I % c. , __ 71.... � .. -.. - ` -- RETURN GRILLE, BOTTOM METAL DECK C' CONNEC HUB TOR AT 19' 6" AEI 1� 2 CLAMPING RING - Ni INSULATE AROUND ROOF EXHAUST FAN DETAIL ENTIRE DRAIN / RAINWATER NOT TO SCALE ASSEMBLY LEADER • DOWNFLOW HEATING AND VENTILATING UNIT NOT TO SCALE DETAIL -ROOF D RAIN__ w , NOT TO SCALE o o � OF" -o� RECEIVED VED z io I OCT 251935 0 "N Q PUBLIO WOORKS � U RECEIVED CITY OF TDKWRA OCT 251995 az PERMIT CENTER DESIGNED: DATE: - �� r : .,pp� 4e M qq ,U of Metropolitan Seattle 'a C o - - -- - -- - ---- - -- - - -.— � - A `E'1 f- U PA s ! E T r7 ® 23 OCT 95 Q Z A m DRAWN: CHECKED: SCALE FILE N0: ` ;� '� r ° ,: SOUTH BASE ANNEX o si5 ' GLL . WAREHOUSE ADDITION N -Q R� � � RECOMMENDED: NONE_ DRAWING NO' MECHANICAL DETAILS w/M601 N U �OV(�L E' ` CONTRACT NO: ,,a No. REVISION BY APP'D DATE F,PIRES 9- I4-9 !•v 1 CT- M119 -93 SHEET NO:7 OF i , '5i p APPROVED : 0 ♦ v • • • v v A 0 r 0 _. F F 4 4 A H C D E F G H • • • • • • • • ELECTRICAL LEGEND GENERAL: POWER: ONE -LINE DIAGRAM: 5 r> FLAG NOTE ■ PANELBOARD, 208V OR 240V CIRCUIT BREAKER, 3 POLE UNLESS OTHERWISE A INDICATED \ 1 REVISION NOTE PANELBOARD, 480V 7 .9 = r- TRANSFORMER, INSULATING REVISION OR BID ALTERNATE DEFINITION AREA CI NON -FUSED DISCONNECT SWITCH (WP = NEMA 3R WHERE APPROPRIATE). SIZE PER EQUIPMENT 45,4001 AVAILABLE SHORT CIRCUIT CURRENT, 3 PHASE NAMEPLATE SYMMETRICAL (15,400 AMPS SHOWN). SHOWN EXISTING: ONLY WHERE GREATER THAN 10,000 AMPS 04 FUSED DISCONNECT SWITCH. SIZE PER EQUIPMENT 1 • NAMEPLATE GROUND • EXISTING EQUIPMENT TO REMAIN sk COMBINATION MAGNETIC MOTOR STARTER MISCELLANEOUS: +i EXISTING CIRCUIT OR EQUIPMENT REMOVED EF- 1,5HP,480,3 4 MOTOR CONNECTION (5 HORSEPOWER, 480 VOLT, p JUNCTION BOX 3 PHASE INDICATED) BUILDING LIGHTING: ® EQUIPMENT CONNECTION 99 DOOR BELL PUSHBUTTON 4 11 FIXTURE IDENTIFICATION SYMBOL. TYPE "HP -1" WITH 8 4" DOOR BELL, MATCH EXIST. TYPE, MOUNT +15' -0" AFF a (2) 32W LAMPS IN ROLL -UP DOOR PUSHBUTTON. EXTERIOR SHALL BE RACEWAYS: KEYED TYPE FL UNR ED CENT STRIP, SURFACE OR PENDANT CONCEALED RACEWAY (EXPOSED IN UNFINISHED AREAS) ® SPEED CONTROL (BY DIVISION 15) FLUORESCENT, WALL MOUNTED — — — RACEWAY CONCEALED IN OR BELOW FLOOR OR ABBREVIATIONS: O RECESSED, PENDANT, WALL OR SURFACE MOUNTED FIXTURE BELOW GRADE A AMPERE • AFF ABOVE FINISHED FLOOR Q EXIT SIGN WITH DIRECTIONAL ARROW(S) AS - - - - -- SURFACE RACEWAY (EXPOSED) AIC AMPS INTERRUPTING CAPACITY INDICATED. CEILING, PENDANT OR WALL MOUNTED BKR BREAKER FT! EMERGENCY POWER OR LIGHTING BRANCH CIRCUIT INDICATING C COIL OR CONDUIT LJ EMERGENCY LIGHT, BATTERY POWERED ( p_7 CIRCUIT HOME RUN TO PANELBOARD. HASH Cl, CURRENT LIMITING f / MARKS INDICATE NUMBER OF WIRES WHEN MORE CO CONDUIT ONLY THAN TWO REQUIRED, NEUTRAL SHOWN LONGER, E, EX GROUND WIRES ARE NOT INDICATED BUT SHALL EXIST EXISTING 9 SWITCHES: BE PROVIDED. WIRE SHALL BE #12, UNLESS GFCI GROUND FAULT CIRCUIT INTERRUPTER d g OTHERWISE NOTED G GROUND $0 SWITCH, SINGLE POLE; WITH SWITCHING SUBSCRIPT HP HORSEPOWER 3 ` [ RACEWAY STUBBED OUT WITH BUSHING KCMIL THOUSAND CIRCULAR MILS $3 SWITCH, THREE -WAY KVA KILOVOLT AMPERES KW ML MI $4 SWITCH, FOUR -WAY MAIN LUT FIRE ALARM: MLO MAIN LUGS ONLY , 51 MANUAL PULL STATION N NEUTRAL $M THERMAL OVERLOAD MOTOR STARTER SWITCH PNL PANEL m SMOKE DETECTOR, DUCT TYPE WHERE INDICATED RECP RECEPTACLE • $M TIME DELAY SWITCH (FURNISHED BY DIVISION 15, SWBD SWITCHBOARD INSTALLED BY DIVISION 16) r TTB TELEPHONE TERMINAL BOARD 0l7 POST INDICATOR VALVE CONNECTION, SPRINKLER TYP TYPICAL MD HAND - OFF -AUTO SELECTOR SWITCH SYSTEM UG UNDERGROUND Pa] HORN /STROBE UON UNLESS OTHERWISE NOTED RECEPTACLES: V VOLTS W WATTS 11 DUPLEX RECEPTACLE SIGNAL: WP WEATHERPROOF • TELEPHONE OUTLET XFMR TRANSFORMER 2 9 SPECIAL PURPOSE RECEPTACLE, NEMA 2 CONFIGURATION NOTED V DATA OUTLET GFCI DUPLEX RECEPTACLE, GROUND FAULT CIRCUIT Q WALL MOUNTED SPEAKER INTERRUPTING 4P RECEPTACLE WITH WEATHERPROOF COVER. TYPE AS INDICATED ABOVE • 1 • • w J o RECEIVED . OCT 251995 w �y TUKWILA C N U PUBLIC WORKS — g' RECEIVED v_ CITY OF T, ILA - _VED Z OCT251995 "'OVILA PE R M IT CE I. I L 5 1995 DESIGNED: �® r R IT E ti"T' 9r,�G'� G4L ./,. M E 1 R® Mun pul,ty o 8 NTER 1 P 1 - tan t Seattle MCNTER DATE -- – � �3, O __ 23 OCT 1995 r t /i. OWN: CHECKED: SCALE: — ..�.. SOUTH BASE ANNEX 2 LE NO .. to (.� u GAL WAREHOUSE ADDITION 4124WE001 • 0(15.0360 c REDDMMENDED: /B 0 ELECTRICAL LEGEND DRAWING "D: No. REVISION BY APP'D DATE CONTRACT No: WE00 I APPRO ED: 1=1 000011/01 CT-M119 -93 I SHEET N0: 0 • ® v • • A 8 C 0 E l .. r: _._.. - _.. - A B C D E 4 G H • 0 LIGHTING FIXTURE SCHEDULE 0 �' TYPE DESCRIPTION LAMP MANUFACTURER VOLT MOUNTING COMMENTS SF -1 4' FLUORESCENT FIXTURE WITH 2 -F3278 METALUX 277 WALL, +8' -0" - 5 UP /DOWN PRISMATIC ACRYLIC 3500K BAU SERIES 5 DIFFUSER AND ELECTRONIC BALLAST \ I SF -2 8' INDUSTRIAL FLUORESCENT 4 -F32T8 COLUMBIA 277 WALL, +8' -0" MOUNT ON BOTTOM FIXTURE WITH ELECTRONIC 3500K KL2 -96 SERIES OF CANTILEVERED � (2. 1 � - (TY R ) _. -.. - , ;1 BALLAST SUPPORT A 11AC1IED f 2 a 3• } • 1 , / HIGH PRISMATIC BOROSILICATE HOLOP ANE SERIES +20'-0 ND N - WALL I* 2 MH -1 HIGH BAY METAL HALIDE FIXTURE 1 -400W MH HOLOPHANE 277 PENDANT, I ' I ... GLASS REFLECTOR WITH WIRE W/ PR37 REFLECTOR 2, ; U 4 c 2.� b GUARD, QUICK DISCONNECT FOR - -- PENDANT AND THRU WIRING AND P � HIGH POWER FACTOR COPPER WOUND BALLAST HP-1 HIGH PRESSURE SODIUM FIXTURE 1 -100W HPS LITHONIA 277 SURFACE ON CONTROLLED BY • _ - ' WIN ONE PIECE THERMAL SHOCK- TD100SGLW -CR SIDE OF TUBE EXISTING BLDG. 4 RESISTANT WIDESPREAD CLASS STEEL CANOPY PERIMETER LTG. 4 1 1 LENS, DIE CAST ALUMINUM HOUSING FRAME CONTROLS CORROSION AND 2 b I ' - - EX -1 COMPACT FI FLUORESCENT • 2 -F5TT LITHONIA 277 WALL, +8' -0" UNSWITCHED - W FACE, WITH BRUSHED ALUMINUM F1E -ELN ■ ■ .- ` -- .. _ - l il °• - - -- -- ' GREEN LETTERS, M BLACK TRIM AND 4, , c 4,•,a NICKEL CADMIUM BATTERY +19' 0' +19 0 • L EX -2 QUARTZ EMERGENCY LIGHTING 2 -7.2W SURE -LITE 277 WALL +12' -0 ", UNSWTCHED ► FIXTURE WITH STEEL HOUSING PAR 36 XR -15 SERIES U.O.N. I AND NICKEL CADMIUM BATTERY M NT ON SIDE -.. (TYP) 0 , 4 MOUNT OF TRUSS �• I• i P ... .. i . .. I BID ALTERNATE #2 f FLAG NOTES _ l 3 4!;c TOILET FIXTURE, SWITCH AND ASSOCIATED CONDUIT, WIRE AND DEVICES SHALL a _ I 1 _ BE INCLUDED IN BID ALTERNATE #1. ' ) ;� ,• b 2 b _ EAST CANOPY FIXTURES AND ASSOCIATED CONDUIT, WIRE AND DEVICES SHALL 2 BE INCLUDED IN BID ALTERNATE #2. PROVIDE J -BOX WITH EXTERIOR LIGHTING . - - -- I'' - CIRCUIT +15 -0 ON EXTERIOR WALL AT COLUMN C IN BASE BID. .. 2 � I ► IN TERCEPT EXISTING BRANCH II CIRCUIT AND EXTEND AS INDICATED o 2�6 �1 //,/ w ¢T a qi 4 ' 2 ' INTERCEPT EXISTING BRANCH J' CIRCUIT AND EXTEND AS INDICATED BID ALTERNATE #1- \ \ ,'; „ P4 -D1- 1(2,4) .1 . I ■ 4 i G- I - 111 • PNL P4 -D1 -1 ,OS . e zlj o � ✓�® ____„,- x o OCTe51995 z a WAREHOUSE P,DDITICN FLOOR PLAN — LIGHTING B`K WORKS W J _ J N Scale: 1 /8" =1' -0 CIT0 01 �x OCT 2 51995 o 0 a- PERMIT CENTER t DESIGNED: �1. DATE: N METRO T R ® Municipality or Metropolitan Seattle 23 OCT. 1995 . _ ___ ______ _ _ __ A c r GLL ,� — - -- — - — -- - -_ - V 4, 4' NV �� �' DRAWN. MMENDEDCHECNED: SCALE — 1' O y, 1 � SOUTH BASE ANNEX FILE NO: -- _ -- -- - — - — (, hUq' R C : - -- 1 /S WAREHOUSE ADDITION 4124WE201 RECD " ' " DRAWING NO' �;a PARTIAL LIGHTING _ _ _ _ _ _- 1,.5(215.....0- $/1JALF.NC CONTRACT N0: W E 2 0 1 PPPROVED: No. REVISION BY APP'D DATE J CT- M1 19 -93 FLOOR PLAN SHEET NO: 7z0F2ft A B C D E E G H . • • • • • • • ■ >) FLAG NOTES - - > CONNECT FIRE ALARM DEVICES TO EXISTING FIRE ALARM ZONE 3 IN 5 I EXISTING SYSTEM STORES AREA. 5 , 1"C,1 PA CABLE i >- RELOCATE EXISTING UNIT HEATER, UH -1, TO WAREHOUSE AT EXIST. 1 "C WITH I LOCATION INDICATED. EXTEND EXISTING CIRCUIT AND CONTROLS TO I NEW 1 -PA CABLE \\ i -T NEW LOCATION AND RECONNECT TO UH -1. © :, 1 , s - a - - I - ; PROVIDE NEW PUBLIC ADDRESS SPEAKER ON EXISTING JUNCTION BOX. < d l - ___ - s 1 1 gQi r - -- - I I REMOVE EXISTING PA -CABLE BACK TO EXISTING TTB AND PROVIDE NEW PA -CABLE AS INDICATED. CONNECT NEW PA -CABLE TO 1 • EXISTING PUBLIC ADDRESS SYSTEM AT EXISTING TTB. COORDINATE EXIST. 1 "C WITH NEW 1 -PA CABLE ' 1 ZONING WITH OWNER. TO EXIST. TTB (APPROX. 100') - -1 ® RELOCATE EXISTING DOOR BELL PUSHBUTTON TO NEW LOCATION AS INDICATED. INTERCEPT AND EXTEND EXISTING DOOR BELL CONDUIT 1 I I;� AND WIRE TO NEW DOOR BELL PUSHBUTTON LOCATION AND NEW IF 1,1 DOOR BELL. EXISTING DOOR BELLS SHALL REMAIN OPERATIONAL. ! I PROVIDE ALL REQUIRED CONNECTIONS BETWEEN MOTOR, PUSHBUTTONS, 4 . D� 1 ' Q LIMIT SWITCHES, ETC. REQUIRED FOR COMPLETE OPERATION OF 4 ' CF - 1 (ON ROOF) 12 � - _i BID ALTERNATE # ROLL -UP DOOR. 11QW,277V,10 • • ! R $ HV -'1 (ON ROOF) r 12>- DUCT TYPE SMOKE DETECTORS. "S" INDICATES LOCATED IN SUPPLY 0 0 3HP,460V,30 WP DUCT. "R" INDICATES LOCATED IN RETURN DUCT. G MOUNT DEVICE ON UNISTRUT SUPPORT ADJACENT TO HVAC UNIT ON GFC� 1 I r .. M ZONE 5 ___.. - V WP� ' I1 __ - 3 ROOF. DO NOT IMPEDE ACCESS TO HVAC UNIT. ' / DUCT SMOKE DETECTOR � ` EXIST. FIRE ALARM -- I NOT USED. ■ • P4 -D1- 1(6,810) 1 I ; , CONNECT DUCT SMOKE DETECTORS TO EXISTING TIRE ALARM ZONE 5 - 1 IN EXISTING SYSTEM STORES AREA • o - TOILET EXHAUST FAN, WATER HEATER, WALL HEATER, RECEPTACLES _ ',. 1 1 , 1 - G AND ASSOCIATED CONDUIT, WIRE AND DEVICES SHALL BE INCLUDED (60V,3 IN BID ALTERNATE #1 PANELS AND TRANSFORMER SHALL BE • RE-1 ON ROOF) MOUNTED ON SOUTH INTERIOR WALL WEST OF DOOR IN BASE BID 1� /2HP 14 0 s ' 1 ' u MOUNTING OF RECEPTACLE ON EAST CANOPY POST SHALL BE s 3 /4 "CO - TO EXIST. TTB I¢bl -I,,- -- - INCLUDED IN BID ALTERNATE #2. RECEPTACLE SHALL BE MOUNTED IN ELEC. ROOM 143A - - I W _ ON EAST EXTERIOR WALL AT COLUMN "B" IN BASE BID. APPROX 130') 4 '4 ( TTB IN I 1 P 4 D1- 1(15,17,19) - , _... .. ( APPROX 160) L - - - - - - - - L.. 1 �, 1 CO TO EXIST COMPUTER ROOM 105 r 12 P4-D1-1(12) ,. 11 11 1 FOR PRINTER I, J EXIST. ZONE 3 DEVICES 1 P2 -C7 (34) EX , WP CF -2 (ON ROOF) _ 1 1 !j (EXIST.) SEX P2 -111- 1(4,6,8) 110W,277V,10 _ I 8 I ' EXIST. PIV CONNECTION A ;ki AS INDICATED - P4-D1-1(7) __ II. 4 WALL HEATER L H 2 IL 2 1.5KW,"277V,10 • P2 " P2 -D1- 1(1,3) 1 I NE FOR WH i PANEL P2 -D1 -1 1 5KW,12OV 10 _. XFMR XY -D1 (WALL MOUNTED) ' - ` 1 - -- l --r- WLOCATION FOR PAN L P4 -D1 -1 ` EXIS UH 1 T �I 2. y 4. ,,, • ROLL UP b O0R • RECONNECT RELOCATED PIV GFGI 1/2HP,460V,30' TO PREVIOUS FIRE ALARM 1 P4- D1- 1(11,13,5) ZONE AS INDICATED NEW DOOR BELL PUSHBUTTON LOCATION , BID ALTERNATE #1 7EF -1 -- _ — I - r PI 4 60W,120V,10 +48° ;'.k�.�E®9�® w J P2- Di -1(2) 3/4 "CO TO EXIST. TTB OCT25199 o IN ELEC. ROOM 143A f ( APPROX. 160') r uK w lw o ', , PUBLIC WORKS • WAREHOUSE " ADDITION FLOOR PLAN — POWER AND SIGNAL RECEIVES W Scale: 1/B° =1'-0 clry or 51995 o �^ OCT 2 ENTER a L' U PERMIT C ENTEfl Q - _ , OESICNEO: DATE: 4116 ■ METRO Man p y f Met I,tan Seattle OCT. 1995 :TI c al[ o ro p 'F GLL � "ei• i RAWN: CHECKED: SCALE: SOUTH BASE ANNEX a FILL NO ` __ .. 1 1.LL Gu- WAREHOUSE ADDITION 4124WE301 r. 13,q r' ECOMMENDED: 1/8 it -1' —O DRAWING N0: _�C RA PARTIAL POWER AND � WE301 r. i �t57tR CONTCT N 0: , HADNA4 APPROVED: SHEET NO:�,,O No. REVISION BY APP DATE uPVxs *h el. f CT — 1 19 - 93 SIGNAL P LAN A B C D E F 5 H A A • • A • PANEL SCHEDULE PANEL PANEL PANEL DESIGNATION' P4 -D1 -1 VOLTS 480Y/277V 3 PHASE 4 WIRE P4 - 01 - P2 - D1 - 5 LOCATION WAREHOUSE AMPS 100 FED FROM EXIST. SWBD. MDF -1 MAIN MLO MOUNTING SURFACE AIC 14KAIC LOAD CKT CKT 1 CKT CKT LOAD !'-, XFMR XY - D1 CIRCUIT DESCRIPTION KVA BKR # � # BKR KVA CIRCUIT DESCRIPTION 15KVA PANEL P2 -01 -1 4.54 20/3 1 2 20 1 2.88 LTG - WAREHOUSE 480V 208Y/120V I - 3 4 20 1 2.83 LTG - WAREHOOUSE & TOILET I - 5 6 15/3 3.82 HV -1 . WALL HEATER - TOILET 1.5 20 1 7 8 - I • ROLL -UP DOOR 0.8 15/3 9 10 - 10,. I - 1 11 12 15/1 0.22 CF -1 Be CF -2 3/4 " C,3 #12, #12G 1 C.4 #6. #I0G I - 1 13 14 20/1 - SPARE RF -1 0.8 15/3 15 16 20 1 - SPARE I - 1 17 18 20/1 - SPARE 0 ' I - 1 19 20 ' 20/1 - SPARE c ^ #1oo SPACE - 20/1 21 22 20/1 - SPACE SPACE - 20/1 23 24 20 /1' - SPACE 4 SPACE - 20/1 25 26 20/1. SPACE 2 4 SPACE - 20/1 27 28 20 /T - SPACE ¢ PROVIDE NEW CIRCUIT BREAKER d SPACE - 20/1 29 30 20/1 - SPACE = IN EXIST. SPACE CALCULATED LOAD 19.77 KVA 23.8AMPS 100/3 ( +) INDICATES LOCKABLE TYPE CIRCUIT BREAKER 1 _,)CL � Q16,100 1I 1000A BUS 1 PANEL SCHEDULE _ ► 1, PANEL DESIGNATION: P2 -D1 -1 VOLTS 208Y/120V 3 PHASE 4 WIRE LOCATION WAREHOUSE AMPS 100 II FED FROM PANEL P4 -D1 -1 MAIN 60A MAIN BREAKER EXIST. SWIICHBOARD MD4 - (50UARE 5) MOUNTING SURFACE 1,1CC 10KAIC 480Y/277V,35,4W,50KAIC LOAD C1 CKT LOAD IN ELEC. ROOM 143A 333 CIRCUIT DESCRIPTION KVA BKR # # BKR KVA CIRCUIT DESCRIPTION RECPS - N & E WALLS 0.54 20/1 1 2 20/1 0.60 RECPS,TEF -1 -S. WALL, TLT. & EXT. 3 RECPS - E. EXT. WALL & ROOF 0.36 20/1 3 4 20/1 0.36 RECPS - W. WALL 3 @ { � • WATER HEATER - TOILET 1.5 20/1 5 6 20/1. 1.0 RECPS - W. WALL PRINTER 7 SPARE - 20/1 7 8 20/1 0.18 RECPS - W. WALL POWER ONE -LINE DIAGRAM SPARE - 20/1 9 10 20/1 - SPARE O Scale: NONE SPARE - 20/1 11 12 20/1 - SPARE SPARE - 20/1 13 14 20/1 - SPARE SPACE - 20/1 15 16 20/1 - SPACE LOAD CALCULATIONS SPACE - 20/1 17 18 20/1 - SPACE EXIST. SWBD. M04 SPACE - 20/1 19 20 20/1 - SPACE 480Y/277V,1000A • SPACE - 20/1 21 22 20/1 - SPACE EXIST. LOAD DEMAND PREVIOUS 12 MONTHS = 186.7KVA (ASSUMING 0.90PF) SPACE - 20/1 23 24 20/1 - SPACE (PER SEATTLE CITY LIGHT) � ,I SPACE - 20/1 25 26 20/1 - SPACE 125% MULTIPLIER = 46.7K VA . SPACE - 20/1 27 28 20/1 - SPACE NEW LOAD ADDED = 20.1KVA SPACE - 20/1 29 30 20/1 - SPACE CALCULATED LOAD NEW TOTAL LOAD = 2555655 = 305A 4.54 KVA 12.6 AMPS 2 2 EXIST. PANEL P4 - C7 - 1: 480Y/277V,100A FED FROM 100A CKT BKR IN EXIST. SWBD MD4 -1 EXIST. CALCULATED LOAD = 49.1KVA NEW LOAD ADDED = 0.3KVA NEW TOTAL LOAD = 49.4KVA • = 59.4A ►I I EXIST. CIRCUIT P4 -C7 -1 (16): 20A,1 P, 277V EXIST. CALCULATED LOAD = 3.6KVA NEW LOAD ADDED = 0.3KVA "'� oc., NEW TOTAL LOAD = 3.9KVA 14ECE VE® - = 14.1A OCT 25 1995 = W o • 1' TUKWILA w N _ i W 1 -uBLIC WORKS p fn pEIVEO CIYY O TOKWIIA U I OCT 2 ¢ z • �,ERMIT CENTEP i� i DESIOrvEO: DATE: 46 M e F R 0 Municipality or Metropolitan Seattle 23 OCT. 1995 .,�c Ni4cCU�i. , GLL O DRAWN: CHECKED: SCALE: FIL5 N0: r r SOUTH BASE ANNEX :; //�!�`/ - 1:'°:..3/41:11. al . , . . AP PR G LL OVED C+. Lt- WAREHOUSE ADDITION 4124WE501 � ° RED °MME "DE "ONE NO: CONTRACT N0: ONE -LINE DIAGRAM AND °"" "I "`" F• w W -- - -- - ` -- No. REVISION BY APP'D DATE ^� � J CT- M119 -93 PANEL SCHEDULES S HEET NO: QOFo/ • • v ♦ I A 13 C n E F G H