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Permit B94-0372 - HOME INNOVATIONS - WAREHOUSE ADDITION
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B94 -0372 Home Innovations 1180 Andover Park West RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 46 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. • City of Tukwila 5614— O3 -)c) John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E,, Director December 7, 1995 Mr. Robert Guymer Foushee & Associates P.O. Box 3767 Bellevue, WA 98009 Subject: Home Innovations Hauling Permit PW95 -0007 Dear Sir: Please be advised the above- referenced hauling permit has been finaled and authorization to release Bond No. 5814028 is approved. ' Please call me if you have any questions at 433 -0179. Sincerely, V4k0-6./MUAAL Greg Villanueva Utilities Inspector cf: Phil Fraser, Senior Engineer Kelcie Peterson, Permit Coordinator file, Home Innovations/homeinn 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433.0179 Fax (206) 4313665 City of Takwilip. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0372 Type: B -BUILD Category: ACOM Address: 1180 ANDOVER PK W Location: Parcel #: 352304 -9085 Zoning: CM Type Const: V -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: FOUSHAC1580D Status: ISSUED Issued: 01/31/1995 Expires: 07/30/1995 Suite: Type of Occupancy: WAREHOUSE Slopes: N Sewer: TUKWILA TENANT HOME INNOVATIONS, INC. 1180 ANDOVER PK W, TUKWILA, WA 98188 OWNER WESTINGHOUSE ELECTRIC CORP WESTINGHOUSE BLDG TAX DEP, GATEWAY CENTER CONTACT HOWARD BRADEN P.O. BOX 520, EATONVILLE, WA 98328 CONTRACTOR FOUSHEE AND ASSOCIATES BOX 3767, BELLEVUE, WA 98009 PITTSBURGH PA 15222 Phone: 206 832 -8100 Phone: 206 746 -1000 * * * * * * * * * * * * * * * * * ** fc* Mfr*************************** * * * * * * * ** * ** *** * *** * * * * *** Permit Description: 20,000 SQUARE FOOT WAREHOUSE ADDITION TO EXISTING TILT -UP CONCRETE BUILDING. SETBACKS Units: 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1991 Valuation: 390,800.00 Total Permit Fee: 3,240.88 ********.*********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Tatv.p, Permit Center Authorized Signature Date 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 ermit. Signature: Print N ame:__ g , IE'e'ebryj'2a0 Title: Date: _,,/ /2.,5 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. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIL( Department of Cor�rirnunity Development -- Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS -tiort3 SUITE NO. 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. O Plan corrections shall be completed and approved prior to sending to the next department. O 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. O 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. • DEPARTME TE:I .PPROV:EE IU1REMEN' OMME.N`i BUILDING - initial review FIRE ArPLANNING PUBLIC WORKS 0 OTHER ROUTED CONSULTANT: Date Sent +er-Q(4 -qL Date Approved - 30 INIT: Y FIRE PROTECTION: Sprinklers L) Detectors_ FIRE DEPT. LETTER DATED: 03t0 V INSPECTOR: ZONING: REFERENCE FILE NOS.: MINIMUM SETBACKS: N- UTILITY PERMITS REQUIRED? OAR/LAND USE COND TIDNS? Yes S- E- W- 1J N 0 PUBLIC WORKS LETTER DATED: LH-i 1 j -5 Njp BUILDING - final review t5 INIT: TYPE OF CONSTRUCTION: 131-N CERT. OF OCCUPANCY? UBC EDITION (year): °Yes XNo 199 BUILDING OFFICIAL 141- g5 INIT: REVIEW COMPLETED AMOUNT OWING: I #1 (0. 1 CONTACTED I o . '�!1-(-�—r„� l _ c J l 015 BY: (init.) DATE NOTIFIED ,�(� C., 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (Init.' x`11 iA-l-e 5 $100.00 01/08/93 CITY OF TUKWIL Department of Comunity Development — Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER PROJECT NAME SITE ADDRESS INSTRUCTIONS TO STAFF (� Contacts with applicants or requests foi that the status of the project may be asc O Plan corrections shall be completed an • Any conditions or requirements for the F concisely in the form of a formal letter of • Please fill out your section of the trackin applicable, so note by using "N /A ", date. DEPARTMENTAL REVIEW "X" in box Indicates which departments nel �- 5-� DATE . 0 -Ied CaVtir� ) (5EPARTME PRQVED CON. L 6. 4'c2C 15-n r-\) C ee,• 530, 65 ss')-1,4t4u,-oi f?40 00F IBS ``Jc fay ►A4©us.4 No; 1137t1.6-0 aos T;-/-6,( e1a4k \Mu 4i4 /5-7g scfs, oiPu.),Pm eo11ec� zed %1't%11�5 � cr iriA c� ‘)10.i,1 -p) iccu 1� P71. 7 b (tit XBUILDING - initial review lo- - { -qU FIRE PLANNING (ROUTED 11)30/0Y r (q q INIT: zoN t REFEI MINIM FIRE FIRE! / -2/ 9 /911INIT: iapP y IPUBLIC WORKS 11,109s. 0 OTHER 1 130/ 4S UTILIT rr PUBLI( INIT: • JS ;i BUILDING - final review INIT: INIT: TYPE C °Yes BUILDING OFFICIAL INIT: REVIEW COMPLETED AMOUNT OWING: ��`�, "' �� CONTACTED ` kkOlKjad 1_ �5 ` =j-O r) BY: DATE NOTIFIED 4,.�J - (1f�, 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: init. Otili-\-it3 $100.00 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 eFCI(.1.. °l 9 BUILDIN PERMIT APPLICATION PLAN CHECK NUMBER U-s DESCRIPTION:: BUILDING PERMITFEE PLAN .CHECK!FEE: BUILDING SURCHARGE:` AMOUNT;':: RCPT:" >':::.DATE soki 4., TOTAL SITE ADDRESS SUITE # /' /80 Ave, $/ . ie. G�'i VALUE OF CONSTRUCTION $ a, L —C7 PROJECT NAME/TENANT / % /` /JJ� (/17%10 -Z,vc • /7 �/i T/d ..---) ASSESSOR ACCOUNT # 35 l5 0 u - q (� 4 l' (commercial) U Demolition (building) 0 Other. TYPE OF U New Building (>3 Addition LfTenant Improvemen WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: 2j & 5 , r; A70.iTio,J 729 4 % /5r, 77G. T -U/ &'O G , ,3 Lt6' BUILDING USE (office, warehouse, etc.) ‘G°1.71/Z2/= /I-ev r NATURE OF BUSINESS: /07-zNEN L'e,9T/1/7vrct r ��'G/i= s #'/'iKTL' /c S WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building:Zp,o Tenant Space: Area of Construction: -� s,,�, WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? IN No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: g Sprinklers ig Automatic Fire Alarm System PROPERTY OWNER ii/cc _ /2, m,,,vl - Pik-72. cn ,e,o,, ego PHONE •� 3 z _ 7 s�'� ADDRESS /0', t57,,_ 7,, /Ci2 'z 2s, 20). 'I l,, PHONE 7.46, EXP. DATE ZIP� 4!) —/00, v I11 P9 r�0�( /fig CONTRACTOR /c-.4.9,,L,57/6---0.- y/)55c7G , &e".„„ //ti‘. ADDRESS (R4, &, 37(v 7 #64 %/<:-L'✓//a, /a . WA. ST. CONTRACTOR'S LICENSE #�,�/._ f ©•,YS -/�/ _ 61 / S�'o (7 ARCHITECT��`c,� /2, !Z%>>��.) PHONE ccS�3� /� ADDRESS l/ i�. �r.,.'� 6 s �rZJ.uc /i�G•�� ,�r///-�. ZIP g32 �-- :.I HEREBY ,CERTIF.Y. THA1'.I:HAVE. READ AND .EXAMINED: THIS: APPLICATION AND: . BE TRUE: AND: CORRECT, :AND. i::AM :AUTHORIZED TC :APPLY .FOR THIS`PERMIT; KNOW TtiE'SAME °TO ... : ..:..:. DATE /ei?6 /9� PHONE �3 _j BUILDING OWNER AUTHORIZED AGENT SIGNATURE ' % �� �F,� �- PRINT NA E IaA2, J /G.� /��2 -,� ADDRESS /() -` 'c S Lo L. ra,c/!'/GL &� a,i9. CITY rLIP���i�,/ 9032k, CONTACT PERSON — ateir �2, /z�, PHONE X32 //i�b 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 rnore 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 arid 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 160 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 Uniforrn Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 10/22/09 1 COMMERCIAL SU61VIITTAL CHECKLiST :.: t'16Af COMMERCIAL •.:'.:.:: .'s' :'.rii iNliG.,..6: ...................................................................... : . :: .. -:: .. : . ::::.:::..:::.: . .... . • . . . .:::::::::.::„-- 76609ted.::.b01!„0!°:.."..„:...f7...i..;:..,::::.:,........,......:;,......-',.......,..,..,',.--., ah''ti*I'''' As assOrAcco Uat....N urnber:.::,::.•:..,..:, •,,,::: Two stit',(2)o :I... ..::... ,:i...:,.....: , ..: .... ..'" 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StrUatiii:a1::calculqtion6:0MMOed:tiy.,•:0;Wapflington NOTE It any utility work 15 to be done it se pert* ...Cornp(ete0 bOiid6d:.peiijilt*pptication.: Orie:::fet:Eirkh,:itrUcture Aase4Ori■CcOurit:Num6er 1 1 NrirpaiNe:clesCribing'•existingl.:ToPt:jratenE11::11?Plr19:ifer9vPFli,:q NOTE A • ca off of the pormit . . . ANTENNA/SATELUTE DISHES :•• '••• • •••••••'• :•••••'• . . • Assessor Two (2) sets ot plans which include .. . 1 1 riDetalis antenriaisatelllte dish and method of I :•:§i,t17iitileer:...rriay,:: • . • ding ... hm be roquirod NEW SINGLE-FAMILY •DWELLIN9S/ADDIT1ONS . . .. ,. Completed.building••perMii.application (one'for,each'§tfoopre Legal dasCriptioli::...:•.:..„.-.:•,,...:::•,.I......::...:..,::,::::.:,:.:..,:.:::.:::1.:::,„,.-•.:.::...-.....::.....:,.:...::::„,,....-..,::.:••••,....,:..........:.:........:........ 1-1..:•..••,s' .:s. e, •p'••s••. ,o •:.r..:.•. .A.....c.:,C.••._• o., u..•.:n..,,,••t.•.•••.•N• ... ..0 ••• ... 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TO: FROM: l DATE: ) SUBJECT: .w�sswaoN5,3MF.YACItrW�t -.sw City of Tukwila Department of Public Works NOTIFICATION OF UTILITY •'PERMIT -ACTION PERMIT CENTER PUBLIC * WORKS' ENGINEERING April 5, 1995 Home Innovation 1180 Andover Pk W Project No. PRE94 -019 Activity.. No. PW95 -0081 Contact Person: Harvey Larsen Phone No. (206)575 -2625 John W. Rants, Mayor Ross A. Earnst, P. E., Director C onto 6 by.0-00,nrIo syg 5 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON APRIL 5, 1995: Water Meter /Exempt:(1 "- Deduct) No Fee A copy of confirmed Utility Permit Application form will be inserted into the permit file. JJS /jjs cf: PW Utilities' Inspector (w /copy of application) Development File .(w /copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 O 190E • ,o • City of Tukwila John W. Rants, Mayor Department of Public Works NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UT:;LITY PERMITS Ross A. Earnst, P. E., Director All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24. HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 - 0179." This is being emphasized and brought-to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with pexmit conditions and City standards. In situations where required notification has .not been given to the City Inspector,'the developer is proceeding at his own risk. and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or . requirements stipulated. For clarification, the City Inspector. .referred to above is the 'PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard,.Sulte #100 Tukwila, Washington 98188 • Phone: (206) 433.0179 Fax (206) 431.3665 City of Tukvvila APpllr. ,un # PR L! JQ g Central Permit System — Engineering Division ' affi,C oWelgerplvd. Suite #100, Tukwila WA 98188 V.N. 2 UTILITY PERMIT APPLICATION Phone: (206) 433 -0179 4Pw qs- oczii - r11)0//11 .n PROJECT.< Site Ad ress: INFORM Name of Project: Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: RILL 118o A N DoV P (s.I~K vu Es -r NoPVIE LNrJo'ATIOA)S INU'ES rAlr -&J7 ComPA &Pr PO 70o MCteCFi2 LS. Phone No.: 232 -9500 City /State /Zip: 9 80110 Phone No.: FouSNEF $ 4SSbC,AZEs P. o. 37`7 3ELLE VuE w ►4. Contractor's License #: King Cty Assessor Acct #: City /State/Zip: Phone No.: 7 Lt t<, -loot, City /State /Zip: q goo 9 PERMITS `:' ❑ Channelization /Striping /Signing REQUESTED ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times* Date: ❑ Sanitary Side Sewer - No.: .9,-)12,,Hc tip PwMs- - oat 1 Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public TV. Water Meter / Exempt: - No.: Sizes: _►!' _ Deduct'S Water Only ❑ ❑ Water Meter / Permanent - No • ,. Sizes pa,Water Meter/ Temporary: - No.: 4.. Sizes Estimated quantity: 5 Gates Schedule: ❑ Other: ❑ Public WATER` METE DEPOSIT / »<> REFUND /BILLING: MONTMLY'::' SERVICE'', BILLINGS TO Name: Phone No.: Street Address: Name: SoUSNEg err ASSOC_ Street Address: 3 - - to 11 ur 1 .. City /State /Zip: Phone No.: 7 LiCQ -1000 Cit /State /Zi•• ❑ Water ❑ Sewer DESCRIPTION :OF. PROJE ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: ❑ Motel Uf Commercial/Industrial El Office ❑ Retail MISCELLANEOUS ". ❑ New Building INFORMATION • Square FQ4l9e : King County Assessor's valuation of existing structures: $ ❑ Metro ❑ Standby ❑ Single - Family Residential '1 -oocl ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Apartments ❑ Condominiums ❑ Church ❑ Hospital ❑ Other: ❑ School /College /University Other: gi Remodel/ Addition Square footage of original building space: Square footage of additional building space: ?mood` Valuation of work to be done: $ 'loo 000 1 11EHF5Y ()EHr it- Y.THAT 1 - 1AvE:,READ THIS ;:APP..LICATlON::ANDKNOW.THE SAME >TD::BE:TRUE'AND :CORRECL :.i Applicant /Authorized Ai Agent 5: gnature: / �•'G 3 Contact Person (print name). hi ARVE Y ►e.,4f=saro Print Name: /- (AgVEY Lr42$Eau Address: tt$c 4.10bbJE1 P tc JEST " Date: z- /23 /45 Phone: 57S-Z1,Z Phone: .573- 2.Co2S Date Application Accepted: ,: _ �G _ +I. Date Application Expires: Ci _ . 7 '15 04/22/92 C. City of f 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: February 17, 1995 SUBJECT: Home Innovation 1180 Andover Pk W Project No. PRE94 -019 Activity No. PW95 -0048 Contact Person: Harvey Larsen Phone No. (206)575 -2625 f5qU -032? cc���ea 3laglq5. -P6 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON FEBRUARY 17, 1995: Permit Fee Temporary Water Meter (3/4 ") $ 75.00' (Deposit) The Developer is refered to other City agencies, including the Fire Department and Planning Division, for other requirements that may affect this work. A copy of confirmed Utility Permit Application form will be inserted into the permit file. JJS /jjs cf: PW Utilities Inspector (w /copy of application) Development File (w /copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 City of Tukwila Department of Public Works John W. Rants, Mayor NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UT:;LITY PERMITS Ross A. Earnst, P. E., Director All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 - 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector,'the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 0 7908 City of Vila Central Permit System - Engineering Division cCIE� lvd., Suite #100, Tukwila, WA 98188 Apply 'bon P'Raq q -01 q Phone: (206) 433 -0179 MAR 2 9 1995UTILITY PERMIT APPLICATION �.... QUJdiS -ookg TUKW(LA i t e Address: 1 1 8d A IL)); K E INFORMATION : Name of Project: 14 bivtE (NNOJ A 71O1Q S Property Owner: 14I LL N I) E. T Street Address: PQ 700 Engineer: Street Address: Contractor: FOUSNEF $ 4SSaC,4-tES Street Address: po, 747 BELLE vuE Phone No.: 2 32 -'J 5 O O nn E ��E LS xa City / State/Zip: �'i gOyo Phone No.: City / State/Zip: CO PAPA N King Cty Assessor Acct #: Contractor's License #: PERMITS;;: _. REQUESTS PWCI -0014 3171g `I WATER M DEPOSiTl > ><> REFUND /BILLI MONTHL SERVICE >BILLINGS <TO: > ❑ Water ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times' Date: ❑ Sanitary Side Sewer - No.: Name: Phone No.: 7 `f 6-10 a s City / State/Zip: q ?cog Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: — Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes Water Meter / Temporary: - No • Sizes Estimated quantity: 5 OD G At: Schedule: ❑ Other: ❑ Public Street Address: Name: FoUSttEP &ASSOC- Street Address: 324,6 11814 At1E. S.E. SuirE 1pQ6 ❑ Metro ❑ Standby ❑ Sewer Phone No.: City /State/Zip: Phone No.: 7 H 6, -1 p p a City /State /Zip: 13E4..A.EV0E WA ySroo4 ESCRIP:TION >;OF;.P.ROJECT ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel No. of Units: E Commercial/Industrial ❑ Duplex ❑ Apartments ❑ Other: ❑ Motel ❑ Office ❑ Retail ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Manufacturing ❑ Church ❑ Hospital ❑ School /College /University O Other: MISCELLANEOUS ANF0RMATI1ON; ❑ New Building gi Remodel/ Square Addition Fo iage: King County Assessor's valuation of existing structures: $ l HERESY CERTIFY:THAT 1 HAVE >READ THIS APPLICATION> Square footage of original building space: Square footage of additional building space: Zoa° Valuation of work to be done: $' o to :SA E> CORRE Applicant /Authorized 4_1 ��Ga. Agent Signature: Gtr -` Contact Person (print name): k-k AR -VEY 1.1441:.5 &J Address: t.l$i7 40ObJER prc."IEVE5i " Print Name: HARVEY 1-425 EL' Date: 2-/z7/45 Phone: 5 75 - zeo 2. Phone: 5 75 - 2 Co 25 Date Application Accepted: (j' Date Application Expires: q 04/22/92 City of Tukwila Department of Public Works John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: January 30, 1995 SUBJECT: Home Innovation 1180 Andover Pk W Project No. PRE94 -019 Activity Nos. PW95- 0021,0022,0023,0024 Contact Person: Howard Braden Phone No. (206)832 -8100 Ross A. Eamst, P. E., Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JANUARY 29, 1995: Curb Cut /Access /Sidewalk Fire Loop /Hydr. Storm Drainage Landscape Irrigation Permit Fee $ 25.00 $ 25.00 $ 25.00 $ 25.00 TOTAL: $ 100.00 Two copies of the confirmed Utility Permit Application Form with set of plans ere attached for inclusion in the permit file. If any questions, please advice. JJS /jjs 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 City of Tukwila Application PRE Lt_ 0 \9 Central Permit Sys 1- Engineering Division : • fib• t r blvd., Suite #100, Tukwila, WA 98188 Pt 14-01G7 Phone: (206) 43.3-0179 OCT 2 /1 1994 UTILITY PERMIT APPLICATION Ante,tomoalgs//er Aicz:v4a e. Name of Project: "4/49.).,74". to• .„41-77% ersi 0;1,, 5 L7.: .gV 1; sz: • Property Owner: /77;e..1, - Street Address: /' Aft-,,b 707, Engineer: f)apt.),Z./r,7,4 Street Address:f7,0, - Contractor: Street Address: Al 3 7 Z. 7 RMLTS King Cty Assessor Acct #: . . .. .. . . . .. 0 Channelization/Striping/Signing 0 Sewer Main Extension El Private [3 Public 01j08tElj::::::34 Curb CuVAccess/Sidewalk 1g Storm Drainage Phone No.: 23Z-750,-, City/State/Zip: //74r/rem Phone No.: 95.0. -6,624-5 City/State/Zip: pw#7 it 9 koz-7 Phone No.: 746, City/State/Zip:A-24av,:-, 9 3S3c4- GY5 Contractors License #: Exp. Date: • *)il Fire Loop/Hydr. (main to vault) - No:: Sizes: Street Use NO --frgtlii -016%7 l( 4/P Al /Wel MIL id NOG -00.21 PiA)(1S-- p)',‘) qs- 002)3 9S-0024 O Flood Zone Control 2,700 5 0 Hauling fS Land Altering 'n24a...cubic yards X1 Landscape Irrigation O Moving an Oversized Load Est:start/end times' Date: o Sanitary Side Sewer — No.: O Water Main Extensbn 0Private 0 Public ID Water Meter / Exempt: - No.: ____ Sizes' Deduct 0 Water Only 0 O Water Meter / Permanent - No • _____ Sizes:_ o Water Meter / Temporary: - Sizes •_ Estimated quantity' Schedule: o Other: Name: Phone No.: Street Address: MON . SERVIC BILLING Name: Street Address: City/State/Zip: Phone No.: City/State/Zip: CI Water 0 Sewer 0 Metro . . 12 Multiple-Family Dwelling 0 Hotel No. of Units: CommerciaVIndustrial MISCELLANE0 INFORMATI O Motel O Off ice ED Retail p New Building Square Footage: El Standby O Single-Family Residential O Duplex 0 Apartments O Other: O Triplex 0 Condominiums 0 Warehouse 0 Church O Manufacturing 0 Hospital E Remodel/ Square footage of original building space: S22 Addition 0 School/College/University O Other: Square footage of additional building space: 24 00e, King County Assessors valuation of existing structures: $ 2./ 6) v Valuation of work to be done: $ c%3 2ZJ6' 1..:11HEgbr .deRTIFfyiT T HAVE'READ :.;.. THIS .:.:* :PI:laittioNrAi40::g.. ,.i,:: SAME :i: TO BE ::. TRUE r AND ;:CORRECT Applicant/Authorized / Contact Person ../ (print name): //ag*2.4 /4;4,77,p-i._) Agent Signature: ,e,-e•-'i__. Print Name: pia,40/zv 7,9.-"A-) Address: PA gac--f 5.go 457/zAt-twz-44: ia. g4r32S- • Date: /phs/9.i Phone: ir32-Vez, Phone: ,S1-3z-k/C) Date Application Accepted: 0 _,L1 Date Application Expires: 0 04/22/92 .1 �'•t.= A.TY'.:•:w;aua rraa r. G City of Tukwila y4h!'v'.b`lli John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: J PERMIT CENTER FROM : PUBLIC WORKS ENGINEERING DATE : January 13, 1995 SUBJECT: Home Innovation 1180 Andover Pk W Project No. PRE94 -019 Activity No. PW95.0007 Contact Person: Robert Guyner Phone No. (206)746 -1000 lekk Yni2. S0_. /l3fg5... W THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JANUARY 13, 1995: Permit Fee Hauling $ 25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of Certificate of Insurance, Hauling Bond and 5 copies of haul route map. If any questions, please advice. JJS /jjs Attachments a/s cf: City Clerk (w /copy of UPA, haul route map & original of Certificate of Insurance & Permit Bond) PW Utilities Inspector (w /copy.of application /haul route map) Development File (w /copy of application /haul permit documents) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone. (206) 43.3 -0179 • Fax (206) 4313665 City of Tul,• vita • vstem — Engineering Division hikr Blvd., Suite #100, Tukwila, WA 9818 Appli t►on k ,P RE I L }—. 0 1q 0007Phone: (206) 433 -0179 ..... PI —5 1995 5 UTILITY PERMIT APPLICATION TUKWILA PROJECT Site Address: 1 ] 2__ \,y,),f] )\, PA1I.,Y_ 1NFOR(t1MATION _ Name of Project ‘..\01...7 ! 1OVA 17 ,� 1 Property Owner: Street Address: Engineer: Street Address: Contractor: P . n , '"); Street Address: ) ti�-- h.,r7 R.)09- Phone No.: 2 ) - 2.574) ,�c,�•,►, / 7,a%�,,�J� ‘,1/ 7' City /State /Zip: 9, t=! /, Phone No.: King Cty Assessor Acct #: PERMITS: > <<> REQUEST K/ Ut/ NC PW QS -ooO7 i/'5 e'/i3/95 ':. WATER : .METER :;: REFUND /BILLING' ' Street Address: Contractor's License #: City /State/Zip: '7'60 2•'7 Phone No.: �,--/6 —A.50 c City /State /Zip: J/>67 Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Storm Drainage Sizes: ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt:— No.: Sizes' Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent — No • _ Sizes ❑ Water Meter / Temporary: — No.: , Sizes Estimated quantity: Schedule: ❑ Other: O Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) — No.: ❑ Flood Zone Control ®'Hauling Cand Altering cubic yards D Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: O Sanitary Side Sewer — No.: ❑ Public Name: Phone No.: :: MONTHL' Name: SERVICE BILLINGS `:'f.0` Street Address: ❑ Water DESCRIPTION;:'OFSPROJECT ❑ Multiple- Family Dwelling ❑ Hotel City /State /Zip: Phone No.: City /State /Zip: ❑ Sewer ❑ Metro ❑ Standby ❑ Single- Family Residential No. of Units: ❑ Commercial /Industrial :MISCELLANEOUS; 'INFORMATION::: ❑ Duplex ❑ Apartments ❑ Other: ❑ Motel ❑ Office ❑ Retail New Building Square Footage: ❑ Triplex ❑ Condominiums Qrehouse ❑ Church ❑ School /College /University ❑ Manufacturing ❑ Remodel/ Addition ❑ Hospital ❑ Other: Square footage of original building space: King County Assessor's valuation of existing structures: $ Square footage of additional building space: Valuation of work to be done: $ I. fiE:REB riCERTIFy ,THA. I;HAV.E 'RE D.:THIS. ApP. LiCATION:. AND: KNOVKi.THESAME::TO SE r "RUE AND; GUHHt.c::r:',.: Applicant /Authorized gent Signature: Agent Contact Person 6E� v� � rv�e2 (print name): 1 Address: AO ; (1)CjA. �1 b% Print Name: JA--1 Cc—p, g. le_ Date: I /l. 45 / 95 Phone: "It-{ b - -1000 t EvE 1,..11 9&30°‘ Phone: 1Lj /, 1000 5 __ Date Application Accepted: 1 -(15 Date Application Expires: , 04/22/92 CERTIFICATE OF INSURANC PRODUCER Bush, Cotton, Thompson & Scott, Inc. 5612 Lake Washington Blvd Kirkland, WA 98033 PHONE 206- 822 -1111 CSR SG 01 04 95 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE N E POLICIES BELOW. COMPANIES AFFORDING COVERAGE INSURED FOUSHEE & ASSOCIATES CO., INC. P. O. BOX 3767 BELLEVUE WA 98009 COMPANY LETTER A COMPANY LETTER B COMPANY LETTER C COMPANY LETTER D COMPANY LETTER E Reliance Insurance Company > COVERAGES < THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTAND NG 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 TERMS, EXCLUSIONS, AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR A TYPE OF INSURANCE POLICY NUMBER POLICY EFF DATE POLICY EXP DATE LIMITS GENERAL LIABILITY IX] COMMERCIAL GEN LIABILITY I ] CLAIMS MADE [ X] OCC. (XI OWNERS'S & CONTRACTOR'S PROTECTIVE [X] WA Stop Gap (] QB 12224100 03/31/94 03/31/95 GENERAL AGGREGATE 1,000,00 PROD-COMP /OP AGG. 1,000,00 PERS. & ADV. INJURY 1,000,00 EACH OCCURRENCE 1,000,00 FIRE DAMAGE (ANY ONE FIRE) 50,000 MED. EXPENSE (ANY ONE PERSON) 5,000 A AUTOMOBILE LIAB IX] ANY AUTO I ) ALL OWNED AUTOS ( ) SCHEDULED AUTOS [ ] HIRED AUTOS I ] NON-OWNED AUTOS [ ) GARAGE LIABILITY [ ] • QB 12224103 03/31/94 03/31/95 COMB. SINGLE LIMIT 1,000,00 BODILY INJURY (PER PERSON) BODILY INJURY (PER ACCIDENT) PROPERTY DAMAGE A EXCESS LIABILITY IXJ UMBRELLA FORM [ ] OTHER THAN UMBRELLA FORM QU 1222410 03/31/94 03/31/95 EACH OCCURRENCE 5,000,00 AGGREGATE 5,000,00 WORKERS' COMP AND EMPLOYERS' LIAB OTHER STATUTORY LIMITS EACH ACCIDENT DISEASE-POL. LIMIT DISEASE-EACH EMP. DESCRIPTION OF OPERAT IONS /LOCATIONS /VEHICLES /SPECIAL ITEMS IT IS AGREED THAT THE CERTI- FICATE HOLDER IS INCLUDED AS AN ADDITIONAL INSURED PER FORM CGBI 75 04 03 91 -S ATTACHED. Re: "Home Innovations" Project. > CERTIFICATE HOLDER < _ > CANCELLATION < ___ Hill, Raaum, Pietromonaco PO Box 700 Mercer Island WA 98040 _ACORD 25-S (7/90) = SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX- = PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 30 = DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT = FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF = ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. A I E t 'E Nan y ffffttpppppp JJ��jj�� QB C375C =1. 0391 ADDITIONAL INSURED -- CONSTRUCTION CONTRACTS,.. * *EFFECTIVE POLICY NbtABER ?.. 1222410 AMED';:1 NSURED FROM: 3/31/94 TO: 3/31/95 ::US E;; & ASS0CTATES' CO , IF AGENCY NUMBER .:';::: THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE NAME OF PERSON OR ORGANIZATION (ADDITIONAL INSURED): HILL, RAAUM, PIETROMONACO SPEC I F IV'P'rcu.JEtr(S)` DFi- WORit' ' "IlLANK, "TR FS ENDORSEMENT APPLIES TO ALL PROJECTS OR WORK): "HOME INNOVATIONS" Project PREMIUM BASIS RATE PER DEFINITION OF PREMIUM BASIS: DEPOSIT PREMIUM WHO IS AN INSURED (SECTION II) IS AMENDED TO INCLUDE AS AN INSURED THE PER- SON(S) OR ORGANIZATION(S) SHOWN IN THE 'SCHEDULE' ABOVE (REFERRED TO BELOW AS 'ADDITIONAL INSURED') WITH RESPECT TO LIABIITY ARISING OUT OF YOUR WORK FOR THE 'ADDITIONAL INSURED' ON A PROJECT SPECIFIED IN A WRITTEN CONSTRUCTION CONTRACT, INCLUDING ACTS OR OMISSIONS OF THE 'ADDITIONAL INSURED' IN CONNECTION WITH THE GENERAL SUPERVISION OF YOUR WORK, SUBJECT TO THE FOLLOWING ADDITIONAL EXCLUSIONS: W THE INSURANCE PROVIDED TO THE 'ADDITIONAL INSURED' DOES NOT APPLY TO: 1. BODILY INJURY, PROPERTY DAMAGE, OR PERSONAL INJURY OCCURRING AFTER :' A. ALL WORK ON THE PROJECT (OTHER THAN SERVICE, MAINTENANCE OR REPAIRS) TO BE PERFORMED BY OR ON BEHALF OF THE 'ADDITIONAL INSURED' AT THE SITE OF THE COVERED OPERATIONS HAS BEEN COMPLETED; OR B. THAT PORTION OF YOUR WORK OUT OF WHICH THE INJURY OR DAMAGE ARISES HAS BEEN PUT TO ITS INTENDED USE BY ANY PERSON OR ORGANIZATION OTHER THAN ANOTHER CONTRACTOR OF SUBCONTRACTOR ENGAGED IN PERFORMING OPERATIONS FOR A PRINCIPAL AS PART OF THE SAME PROJECT. CC8I 75 04 03 91 -5 PAGE 1 OF 2 i.:S:'s.',64ws':.':.I° �, is Y tN.Y'.: s.,. �:+, Y. w.:...» s.. :s.,..w...rr: :,•�r.+ac.�..,r�.e ADDITIONAL INSURED -- CONSTRUCTION 'CONTRACT • * *EFFECTIVE POLICY NUMBER POLICY PEP.IOD ' . AGENCY NUMBER QB 1222410 FROM: 3/31/94 TO: 3/31/95 FoasEEE. i ? SSOLIATES..CO. , Vic:.. 2. PROPERTY DA? .GE, 70: A— PROPERTY OWNED, USED OR OCCUPIED BY OR RENTED TO TX: INSURED'; B. PROPERTY IN THE CARE, CUSTODY, OR CONTROL OF THE 'ADDITIONAL INSURED' OR OVER WHICH 'THE 'ADDITIONAL INSURED' 15 FOR ANY PURPOSE EXERCISING PHYSICAL CONTROL; DR C. YOUR WORK FOR THE 'ADDITIONAL INSURED. 3. BODILIY INJURY, PROPERTY DL AGE, OR PERSONAL INJURY ARISING OUT OF AN ARCHITECT'S, ENGINEER'S DR SURVEYOR'S RENDERING OF OR FAILURE TO RENDER ANY PROFESSIONAL SERVICES FOR YOU, FOR THE 'ADDITIONAL INSURED' OR FOR OTHERS INCLUDING: A. THE PREPARING, APPROVING OR FAILURE TO APPROVE NAPS, DRAWINGS, OPINIONS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGNS, OR SPECIFICATIONS; AND 3. SUPERVISORY, INSPECTION DR ENGINEERING SERVICES. 4. ADVERTISING INJURY. CGS' 75 04 03 91 -5 PAGE 2 DF 2' ...w *..r: '..� .,4`har:; pg•• ;:�,.r .'t p., y, :1 ^i". +r;: 42 P '9' --o©o 7 Bond No. 5814028 KNOW ALL MEN BY THESE PRESENTS: That the undersigned, FOUSHEE & ASSOCIATES CO., INC. , as Principal, and SAFECO INSURANCE COMPANY OF AMERICA , a Corporation of the State of Washineton authorized to do business as Surety in the State of Wa. , as Surety, are held and firmly bound unto the CITY OF TUKWILA in the full and just sum of TWO THOUSAND AND NO /100 ($2,000.00 - - - -), for payment of which, well and truly to be made, we bind ourselves, our heirs and assigns, jointly and severally, firmly by these presents. The condition of this obligation is that, the above bound Principal perform- ing various construction activities related to HOME INNOVATIONS and will be working within the CITY OF TUKWILA right of way. NOW, THEREFORE, if the above bound Principal shall leave the CITY OF TUKWILA right of way in as good a condition as it was before Construction thereon, and will make the least possible obstruction to the right of way in connection with construction and that the Principal will save harmless CITY OF TUKWILA and for any damage to it or any person or property by reason of said construction then this obligation shall become null and void; otherwise to remain in full force and effect. This obligation may be cancelled by said Surety by giving thirty (30) days notice in writing to said Obligee; and the said Surety shall be relieved of any further liability under this bond thirty (30) days after receipt of said notice by the said Obligee. This obligation shall continue in full force and effect until January 5, 1996 Signed and Sealed this 5th day of January 19 95 FOUSHEE A , I ES CO., INC. SAFECO INSURANCE COMPANY OF AMERICA , DARLENE JAKIELSKI, ATTORNEY -IN -FACT POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON OM No. 7351 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint NNNNSTEVEN K. BUSH; M. J. COTTON; NANCY J. OSBORNE; MIKE AMUNDSEN; CINDY L. VILLASISTA; S. M. SCOTT; DARLENE JAKIELSKI; MARK A. JENSEN; Kirkland, Washington its true and lawful attorney(s)-in -fact. with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 3rd day of October . 19 94 . CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BCNOS ... the President. any Vice President. the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations. shall each have authority to appoint individuals as attorneys - In-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company In the course of its business . On any Instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any Instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be Impressed or affixed or in any other manner reproduced: provided. however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out. (1) The provisions of Article V. Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (Iii) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile. and the seal of the Company may be a facsimile thereof." 1, R. A. Pierson. Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations. and of a Power of Attorney Issued pursuant thereto, are true and correct. and that both the By-Laws, the Resolution and the Power of Attorney are still In full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this 5th day of January , 19 95 3- 074/EP 1/93 Registered trademark of SAFECO Corporation. 4. Bond No. 5814028 KNOW ALL MEN BY THESE PRESENTS: That the undersigned, FOUSHEE & ASSOCIATES CO., INC. , as Principal, and SAFECO INSURANCE COMPANY OF AMERICA , a Corporation of the State of Washington authorized to do business as Surety in the State of Wa. , as Surety, are held and firmly bound unto the CITY OF TUKWILA in the full and just sum of TWO THOUSAND AND NO /100 ($2,000.00 - - - -), for payment of which, well and truly to be made, we bind ourselves, our heirs and assigns, jointly and severally, firmly by these presents. The condition of this obligation is that, the above bound Principal perform- ing various construction activities related to HOME INNOVATIONS and will be working within the CITY OF TUKWILA right of way. NOW, THEREFORE, if the above bound Principal shall leave the CITY OF TUKWILA right of way in as good a condition as it was before Construction thereon, and will make the least possible obstruction to the right of way in connection with construction and that the Principal will save harmless CITY OF TUKWILA and for any damage to it or any person or property by reason of said construction then this obligation shall become null and void; otherwise to remain in full force and effect. This obligation may be cancelled by said Surety by giving thirty (30) days notice in writing to said Obligee; and the said Surety shall be relieved of any further liability under this bond thirty (30) days after receipt of said . notice by the said Obligee. This obligation shall continue in full force and effect until January 5, 1996 Signed and Sealed this 5th day of January 19 95 FOUSHEE & ASSOCIATES CO., INC. By: SAFECO INSURANCE COMPANY OF AMERICA By: DARLENE JAKIELSKI, ATTORNEY -IN -FACT CLIENTS COPY r .,r.HN- 114 -:? WED era :2 7 rt 22430 Southeast 231st }1OME INNOVATIONS t 180 ANDOVER PARK w, TUKWILA WA. DES &s P INC. 0 Trucking & Excavating JRHAYSI145J3 (206) 392 -5722 F' . 4_+ 1 4/ Maple Valley, WA 98038-8272 Post -It' Fax Note 7671 Owe p Of y To d %. • From . COJOept. M �� i Pe N IMMII:81°: HAUL ROUTES: . Trucks will enter and a dt jobsi.te by using S. 180th to and front ANDOVER PARK W.. imp gait materials from HAYES S &G by using S. 180th west bound from HWY 167, Import materials from Stoneway !n; blackriver.. by using WEST VALLEY HWY south bound to S. 180th then rest to ANDOVER PARK W.. Export materials from jobsite to Hill dumpsite by using S, 180th east bound to EAST VALLEY HWY then heading south.. Any questions please give ntc a call.. Dale Ehi 392 -5772 :: ,. ... :.:��-- .::.:,z..3,:. ti:f•':�. •..-.- .:,,• rn�' r.:.• axr, r.. w9re: c�S. r... rr ,;+e.nrx�rs^y:•,•.b'4r:S'4.tt7: �".u4;p:ntX�•,': :1.•�.•3zi " -27 F•t•1 4444 44, 4.4 14444,444 4 ES & s c/v INC. Trucking & Excavating 22430 Southeast 231st HOME INNOVATIONS 1180 AVER PARR. W. TUKWILA WA. l ROT„.7ES: JRHAYS1145J3 (206) 392 -5722 a N F' . ►S+ 1 Maple Valley, WA ,98038 -8272 Post-lt" Fax Note 7671 Date From --- co. 4 , Jpagesd 2, P) ` 4 d r ,..- To A _.? ea:C_ CO/Dept. Phone 1 , Fhona 1 Fpx k -/- S 1 'Fax # Trucks Witt enter and exit jobsite by using S. 180th to acid froth ANDOVER PARK W,. Import materials from'HAYES S &G by using S. 180th vest bound from HWY 167. Import materials from Stoneway blackriver, by using WEST VALLEY HWY south bound to S. 180th then :test to ANDOVER PARK W.. Export materials from jobsite to Hill dumpsite by using S. 180th east bound to EAST VALLEY HWY then heading south.. Any questions please give me a call•,. Dale 13bi 392 -5772 RECEIVED RECEIVED CITY OF TUKWILA JAN -- 5 1995 JAN 5 1995 puBL c wows PERMIT CENTER t•11 Lt :_t -.. (•'I1 sFts:as iti:i ?itriiiFEFF:FifiF:sics . • ••... - ~ -.• •.•..• .... sczs: ccs EFFEEEEFis'ss:i.... ? ?iEs iiiiieii ;ir ;RI EI • t[trt•t rE •"' • Ii :: F' . �1�!n T: H«:t::tt:t:tt'; fi ' ttt•••ttt°'i' .. !�iitrEEEEiitttstsEsi •�,(.,.;rr E..tfattuttutttEitttit :uricrttt;..— cc _, i •tEEtmutts •. K:ttttsu • • • ftt .• W _` ' ---t-- it iti :C7lpl:JliJl:1: 0 tttt�.1 !EEE_ifftEt �ffi EE •t :E mttmtEttut xttt:utEEffElfaFEEEEEEEEEE liffiuFEE t 1• • i _ ....._ .._...._- ......_._ ...._••••• .. _.... - -... . r vYti�w r +rirr.s.wana.n.t+Y.G.` {:F. sss;rr: Se ertWA City of Tukwila Department of Public Works John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: DECEMBER 14, 1994 Ross A. Earnst, P. E., Director SUBJECT: Home Inovations Warehouse Addition On Site Preload Relocation 1180 Andover Pk W Project No. P94 019 P� 4. -0lG1 Activity No. PW94-0167 Person: Howard Braden Cv,a1.21i (p -((,� 2B Phone No. (206)832 -8100 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON DECEMBER 14, 1994: Permit Fee Land Altering $ 192.00 ',561)12.(A Ia /Qo161y Two copies of the confirmed Utility Permit Application Form and approved plan are included in the building permit file. JJS /jjs 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 City of Tu( #Nvila IApp1.7tlon # 7RE Li_ o 19 Central Permit System Engineering Division p, ,1 Q -al� it to r Blvd., Suite #100, Tukwila, WA 98188 W i 7 Phone: (206) 43.3-0179 OCT 2 LI 1994 UTILITY PERMIT APPLICATION PROJECT ><<. INF.ORM'A`�'lC 1. t CAS $ // O gvp0,.4-,e Name of Pro ect: /kw-7a- OiR rvr,5� rJa7' Property Owner: - //Wa/A' Street Address: / , G, , e 70V Engineer: t/aIry n9/4 Street Address:/21 Phone No.: 23z -73-00 fsG Contractor: / ia�� � /4 c. Z 74 -' . , Street Address: A /icc 3 n, 7 Cit /State /i • : -,2 7z Zs,1(J2. /0S'oAc, Phone No.: 95Z -4,0.4 3 City /State/Zip: / .- .;o, ' /,/' 9k:20-7 Phone No.: 74Cn — /DO City /State /Zip: D��.LG v,ve Gi/'. eV 9 King Cty Assessor Acct #: '> � - G • ..RNA I :ETS QU ST:E �o✓frl dNL, r WATER1IMA.ET DEPOSIT / < > REFUND /BILLI ;MONTH 1SERVI BILLINGS Contractor's License #:c y...,-o- ;s- ww.c•i5 on Exp. Date: P9 ❑ Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling 2,700 #S IS Land Altering „ cubic yards LO Landscape Irrigation ❑ Moving an Oversized Load Est..start/end times* Date: ❑ Sanitary Side Sewer - No.: ❑ Sewer Main Extension ❑ Private ❑ Storm Drainage X Street Use ❑ Water Main Extension OPrivate ❑ Water Meter / Exempt: - No.: — Deduct ❑ Water Only ❑ ❑ Water Meter/ Permanent- No • ❑ Water Meter / Temporary: - No.: Estimated quantity: Schedule: ❑ Other: ❑ Public ❑ Public Sizes* Sizes Sizes Name: Street Address: Name: Street Address: Phone No.: City /State/Zip: Phone No.: City /State /Zip: ❑ Water ❑ Sewer DESCRIPTION: >;OF >.PROJ.ECT? ❑ Multiple - Family Dwelling ❑ Metro No. of Units: ❑ CommerciaVlndustrial ❑ Hotel ❑ Motel ❑ Off ice ❑ Retail ❑ Standby ❑ Single - Family Residential ❑ Duplex ❑ Triplex ❑ Apartments ❑ Condominiums ❑ Other: Warehouse ❑ Manufacturing ❑ Church ❑ Hospital ❑ School /College /University ❑ Other: MISCELLANEOUS < ❑ New Building ® Remodel/ Square footage of original building space:% 3, Z?Z Square Addition :'INFORMATION::'::;;;:;` Footage: Square footage of additional building space: ZG, UoU King County Assessor's valuation of existing structures: $ /, 2 6) z a v Valuation of work to be done: $ XOD) 096 1 :HEREBY:CER IFY.THAT:I HAV.-,READ.;:TNIS A:PPI,ICATION :;A141 KNO.KRIEAM ::<:.T.D BE TRUE AND: >CDRRECT Applicant /Authorize ,, - . Contact Person (print name): /dl01217 7,g' -^J Agent Signature: Print Name: azeis0/z7 /c)/7.,7. -A-) /,l% &o .5'00 4�ns�v/4 i4 . std 5ZS' Date: /0 zd 9f Phone: ic32- 1c'-z7 Phone: �3z- k/er'0 Date Application Accepted: IlI U U Date Application Expires: / / / ✓ ✓V��� ^�•''))) 04/22/92 City�7�kwilik (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEDUCT /EXEMPT WATER METER PERMIT Permit No: PW95 -0081 Status: ISSUED Project Name: HOME INOVATIONS Site Address: 1180 ANDOVER PK W Issued: 04/14/1995 Approval Letter: 03/22/1995 Expires: 06/13/1995 Location: IN PLANTING STRIP BETWEEN THE EAST & MIDDLE DRIVEWAYS Parcel #: 352304 -9085 Wetlands: Water Course: Slopes:N Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Square Feet: Contractor License Number: TENANT HOME INNOVATIONS Phone: 575 -1900 OWNER .WESTINGHOUSE ELECTRIC CORP WESTINGHOUSE BLDG TAX DEP, GATEWAY CENTER, PITTSBURGH PA 15222 CONTRACTOR PEAK LANDSCAPE CONSTRUCTION Phone: (206)487 -3083 5916 192 ST SE, SNOHOMISH, WASH 98290 CONTACT BRADEN HOWARD Phone: (206)832 -8100 ********************************.************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Additional Description: Developer'Construction Cost: NSTALL ONE DEDUCT WATER METER FOR IRRIGATION .00 METER INFORMATION: Water Meter Size: 1.00 Quantity: 1 Work. Order #: Type: DED ***************• k******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby accept this permit and agree to abide all applicable sections of the City of Tukwila Municipal Code. We agree that the City of Tukwila shall be held harmless of all or any claims arising as a result of this project. Permits which have lapsed beyond the expiration date shall require a new application and reissuance of the permit through the City at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature:__ _41.4.,_ Title: SUPT Company: FQU. HEE Z•ASSoC Date: ,- =1/5-g5 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: JJS ` D 11 j/� Issued BY • dJXQLPTrEtQa 1C� ^1 �L`1_ Authorized Permit Center Signature Date **************************************** 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 By: Inspector Signature Date .)1: .1180 fl f..) Pe r.rn 14o : P 5 -00;31 • Su 1 L..1? HoME staeirE.: issuE[. T y p : W-WM App{ teci: 03/22/1995, Parce 1 #: 352304 ,-9(.1j5 is.zued., 04/14/1995 444' -3.• •A• .k k •kkk k. k. k 444-4v4.4-4444444 4, 44' 4' 4 4 -4•• i• ,;• 4 ;I, 4. 4.-4(.4.-V4,44•444•4••• * 4 4 ar •V4—.4•44.••*** 4 Perri 1 . T 1.1 4.i! u t. meter. h 1 u a c b e t ,3 ;? f• f•••, " ; 4V. \ ..1 \tkl; •••••• .• • • . • • „ 'e,. `1,••••••• •e <•: '',:;,..;•-•','"F;!. ‘t:,,-1` ', ''''`...:t..:b.'\';';'''•, ,,)- .— — --.1",., A, 1/-:;".e• Si ‘' i.•.;;Ii jj ,;" ''.. •/•.e)* ,,A•••'! ''' ,•,1;1114,. . ••ifl .... 4 •:', , „. ' e`•1•,• ' N .. t„ .-•• (L. `4:•?'• •,-;it' ,.e;t:. - „.,•,,'N, ''.i •:' 1)•er o ''f/1X' ed;• ••••;',4'" ..,,,•IS, ' t.• II ,,,e61,— e•••••• •:••,• ••-• ,.„.,,,,,,,4 ,v4k„,, IV— , . e•-<;),'''' C'' ' ';' ". ' .:•;7) • \ i; .•1. e"el •".•••• ..2 1 V"••'', l• ,.., ,;',',,..•:•.!''' •L' A% .. .,. ••• ••• , „-• • I •••, ‘, I,. , • '; !'••' •:•• ee.•• • • • 2i'Y of ?tukwilit (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 TEMPORARY WATER METER PERMIT Permit No: PW95 -0048 Status: ISSUED Project Name: HOME INOVATION W Site Address: 1180 ANDOVER PK W St: 01 Location: HYDRANT #148 Parcel #: 352304 -9085 Type: COM No of Units: 000 Contractor License No: OWNER HILL INVESTMENT CO P.O. BOX 700, MERCER ISLAND, WASH 98040 HOME INOVATIONS 1180 ANDOVER PK W, TUKWILA, WA 98188 HOWARD BRADEN P.O. BOX 520, EATONVILLE, WASH 98328 FOUSCHEE & ASSOC. CO., INC. P.O. BOX 3767, BELLEVUE, WASH 98009 HARVEY LEMMONS, FOUSCHEE & ASSOC P.O. BOX 3767, BELLEVUE, WASH 98009 ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** Additional Description: INSTALL ONE TEMPORARY WATER METER @ FH TENANT ARCHITECT CONTRACTOR CONTACT Issued: 03/29/1995 Approval Letter: 02/17/1995 Expires: 05/28/1995 Wetlands: Water Course: Slopes: N Water Dist: TUKWILA Square Feet: 20000 Sewer Dist: TUKWILA Phone: (206)232 -7500 Phone: (206)832 -8100 Phone: (206)746 -1000 Phone: (206)746 -1000 Water Meter Size: .75 Work Order #: 5110B Water Meter Size: .00 Work Order #: Water Meter Size: .00 Work Order #: Quantity: 1 Type: TEMP Quantity: Type: Quantity: Type: ************************************************** * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** On the signing of this application, I understand and agree to the following conditions & agree to pay the deposit charge and the balance of the cost when billed (overpayment will be refunded). 1. Temporary meters are to be used for only one project at a time and returned to the Public Works Maintenance Shops at 600 Minkler Boulevard (433 -1860) within 24 hours after the permanent meter is installed, or on /or prior to the expiration date of this permit, whichever is sooner. 2. If temporary ureter needs to be moved from one hydrant to another at the project site: a. The user must possess a hydrant wrench. The use of a pipe wrench will result in the user purchasing a new hydrant operating nut and /or revocation of this permit. b. The Tukwila Water Department must be notified in advance of the move to allow coordination with the Fire Department. 3. If temporary meter is damaged, user will pay time and material to repair said meter. 4. If temporary ureter is lost or stolen, user will pay the replacement cost of meter. IN FEES: 75.00 Account Number: 401/386.510 THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. 51 gnature : SAsdi\l . a �CCTT Company: Foujje $j45Soc ********************************************** k* * * ** * * * * * * * * * * * * * * * * * * * * * * * ** ** APPROVED FOR IS AN - BY: J Issued By: _—q5 Authorized Permit Center Signature ************************************************ * * * * * * * * * * * * * * * ** * * * * * * * * * * ** ** 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. Date: 3 -2q -qS Final Inspection Approved: Date: Inspector Signature LANDSCAPE IRRIGATION ( Permit No: PW95 -0024 Status: ISSUED Project: HOME INNOV. WARE Site Address: 1180 ANDOVER PK W Location: 1180 ANDOVER PARK W Parcel #: 352304 -9085 Wetlands: Sewer: TUKWILA Contractor License No.: TENANT HOME INNOVATION'S WAREHOUSE Issued: 01/31/1995 Approval Letter: 01/28/1995 Expires: 07/30/1995 Watercourse: Slopes: N Water: TUKWILA OWNER HILL -RAAUM PIETROMON :;::' ::;' `.,.,i •, • ° (206)232-7500 A (:0 . _ �._ , ><r � _ ••�,. P.U. BOX 700, MER,OR..I "SLANT WASH - 9'870x'7,,,, '" LA,ND'_CAPE ;• - •x;)~.h ine: (20€)451 -8108 ARCHITECT ,.LAME.. S .VAN L7E; VAf�TER , t VAN DE VENTER` GROUP,: 612• BELLEVUE', W, BELLEVUE�, WA;.H 98044 CONTACT HOWARD BRADO �• e `' �i) F.1 a t' r., 5 t;f z f; a fit t;, t� �. : ii �., ( � P.O. B0 520, EATONVILLE•, WASH . 98'32`0 i il�, �v! t,,,' '`` * 'k •k k * k 'k * •k * 'k * 'k * k k * ;k. k .14.!*' * •k :k •k •k''k, k ,k 'k •k k * k •k 'k k kk'4 4 •k 4e.,;444 k •k 4 'k •k'"k k;k 'k AA * k k k �k�ki';�4,;k * •k •k •k k * * * * •k •k •k k Additional Pernl�1 ;ti7Descr'ip, ion :u,' i,. LAND' "CAPE Ariti �IGA1-IoN- FORs•`NEW LAND (*ING " Existing Squa Feet . ' 63272 �;ir( `'7,Add i t i ona t,,,,Sq[ia4 Fee�G`: ±;T� 20000 t `i New Sgt1 Feet: a �.i�' ;'.. '�.. ryi 7r: i' 1 nspectf1 t Fee r' y `. 15.00 _.:, Acct2, Na f,�,4R01/�3 �2 400 Plan CIYa;-'k Fee x ,�r`' s- 10 -..0.O / °ter" Acct .No '000/...i % 830 T q T' s i. f "w�,,r r �' ,u t.b A FEES: s 2 5.860 ;,� l a.;.�^ ? ;r, �- ° a ,r , ;; ' . King Count. ;; alrua�t•4on:, a, ,;'_. ;� `,..,f i,��, ),,vai,,ue�'Ci . Canstructjon`: "A� , 6t1A0,000.00 * •k •k •k * 'k * * * *14 . tk * •k 'k •k a *e* * 'k •k •k : 14•�k 'k * 'k; k * •'k 'k fk' *;,�Y k, ` k k k •!2 k k t� .:.0("1 it * •k •k 'k •k * k k •k •kit 'k •k,;(c, kzkl �i * •k t�trk •k 'k •k * 'k k 'k * I hereby acc�ept�-',;1a.his :,,per'n,7;►.:� and agr. ek to a0 de, a,i•;l app l i cable sectii orjs4 of the City of Tu'jiip1a Mu�iclpal';.Code. ,'.,,We agr�eed,tbt.t -a »e•-:'it of Tukwi1 qi *a3 1 be held harmless far "' �a11or any claim. ari 'i'r{ •Aa;� ✓s t �.f tt ' . � y :. n g a ;�.rre�a.0 l t � his,. 1? r. o .j'Q� t Permits wh i �b\ h ,ve``�l awed beyond the ex.�i i a•t•,,ort date :J1 1 re u, {re a�,% re -appl icatiiolt and/ r ei ,,nuance of the perj }i�ri t ,ti r ou!�h tie Ci�tyaa:t <gan rjaddi tional 4,4 0 tee. THE APPLICAN 41pizsl" NQT.IFY'''di,f1-1E CITY IN§fgc1-6,,,q,,,i,ommEN7 ANTgOMPLETION APPROVED FOR ISSUANCE S.SW,WS , Issued By: _ __ _ _ rd4P ---'Datat.;:i a-2 Authorized Permit center-4Sidftailve- I hereby certify that the permit holder whose name end address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: In_.pector Signature Date CITY OF TUKWILA Address: 1130 ANDOVER Pi.: W Permit No PW95 -0024 Suite: Tenant: HOME INNOVATIONS WAREHOUSE Status: ISSUED Type: PW -LI Applied: 01/27/1995 Parcel #: 352304 -9085 Issued: 01/31/1995 • k• k*• k• k**• k• k• k' k• k*• k• k*** •k*** *'*'k•k**•k•k ** * *•k**•**** k ***•k•k*•A*** *•k*** k* *•k•k•k•k•k* **•k•k*'k•k•k* Permit Conditions: ,,, ".,� 1. PRIOR TO ANY IRRIGATIONwYWl7 ...1,NgF'CrI Agr7 ALL PROVIDE A IRRIGATION PLAN INGLeATT,7PfG IF-7 EXEMP'T� T. h TER WILL BE USED AND THE Llll ,XON OF 4 'STATE PPROVED -- �G': SLOW DEVICE 2. LANDSCAPE PLANT-14 ; @ NE. G RNE OF THE PROPERTY T>6 /LOW 4, N ,Q , :� ANT FOR ACCES'S I r'- ISTIiI Fve, c4 Ht` B,�1N ±T (E XISS1"• F •RE IS LOCATED �,'ADJ ; CI T�,,,PF OPBRTY TO THE NOPOTH AP O 8FT WEST OF N, °PERTY,�. C�,ORrNER„, 0 + 0 n ,c0 3. LANDSCAP f� SHI` .D EW y.;,+IbEWA,i' 014 ANDOVtilh, W 4r0 °B - P F� TUKWIL �•� 1'' TREE �PR'OGRAM, ` ,W hop, 1°0, (, .,,_ 4. EXIST. ERRY S REEF TRES � r' BE RELOCATED ANCi0REPLA TED @ OTH AREAS OF NIW LANRS;�YAPIlE EXCEW BEHIND NEW''' +;;DWI.: :, TREE. R IgKWILA,' CBD TREET "ZeEE/PROGRAM ARE REQUIRED BEHT416 W$DWK ON ANDOVER PK WET...._; 7 v . y,, 1 13 Dr3 s , r y r re 1 - f _ \ ,r is ..7 41) c 1' o } / ff t , NJ `'� -`^"�� J,, `�a 9:It : efi7.,,, 0 o .`=- � i7. r` ram ' v .,,,.. t\ 01, 4v,0 o iv o i i ( t 1 i ,J \ \IW. 0 r 4 ,1 \ e ...r.i. . ., 00 1, 4Z4., , fir .. ,,c,„ ,„ .., . 0,..- die „ qqq -...,... STORM DRAINAGE Permit No: PW95- 0023 Status: ISSUED Project: HOME INNOV. WARE Site Address: 11880 ANDOVER PK; W Location: 1180 ANDOVER PARK W Parcel #: 352304 -9085 Wetlands: Sewer: TUKWILA Contractor License No.: TENANT HOME INNOVATION'S WAREHOUSE OWNER WESTINGHOUSE EL T I ',..•�. , :, E l' R ,C; GOB P;:;,_.'��n. t. �., ,;,;•.�,::. -;... WE'STINGHOU'SE BLC,,C "tTAX;; DEP ", GATEWAY "CE'NTE e„ITTSBURGH PA 15222 CONTRACTOR FOUSHEE & AS':�OC.�,CO'. , INCr =_; •z1 -', ne: (206)746-1000 P.O. BOX 37,67 " :BELLE�VUE ,P; WASH 98 &09 �, "" ;w•''''�s, APPLICANT HOWARD BRAOEr'Y if k �'t, i or ) 832 -8110 P.O. BO $20, EA1 N1�,ILLE, , WASH 98'3:?8 ev yu ,�, �',i,� ', ' CONTACT HOWARD:' , ;? , . ;, �;� ter. �, 4 "_ �3RADEN ,' ,1'• �P.,s, ne 0211 :•)8tit -8100 L`, , ,, .?+ , of • 't_ '' y P.O. BCX .,2'0,,EATONJIL'•LE, WASH 98328 4' \r; k** k'k* k•k k ** k k•k*, Ali * *A•k* k* k"k* k' *'k k k k•k•k "k`si kf{kekiMk*,k•k k•k'k•k•k•k•i..k,•k•k•kVk•k'rk • k•k'k* k,' k k•k*•k k***•k k* Additional Pt r t't 0escript,10n it '� i ,,4'.' r ''to `"'" fr b INSTALL m SO SYSTEM '@ N '�ItDE� l?F NEW /BLDG (3 NEW �, * ; } "' +`qt CB) & Cpf4 cfq,0 EXIT. CL�=�. #4 ON;,'�JE,S.T SIDE OF NEW `��, 1' :.:� a ��', BLDG. , REf140VE0:iE' I'ST 'b "CMP—S:C PIPE';A•Nf .REFLACE WITH ``�r�Ei0rt 139 LF 0f NEW 1,0 " ADS BETWEEN- EX''7P�[T. CB,W & CB #5. r: r,M, IN'STALL.r:,NEW COALE;aCsINCa�-iP•LATE, _�Ej•',((ARATOF AMEA'D�'EOF ti, a .t"'" CONNEOT'Ih.1N INTO CITY DRiAI'N,. �Yt TEM '@ r'" ' PROPEP,T , °' ' CORNEfy .) .)-- ,. 1 r., ; `i4! `lrt r .r -• c'. • Existing Syuar�e= Feet '63'' ^_._. r ,� .,,IL,. , . � �7'� �?"� '�; . `dd�('t "i.onal ��uarye Feet •c;:010110 New : }y. U r'e beet 1:.,. :� r• F ti. \ \t'' � ���.�. >: rl t v1 { ..4,,,,.&!:;11 '"~i �,f Y, ! ,( f'' y ..,;4 %�y ``,�.r' �.,� �..�'" ,:+, 1pv.:xt, Inspect,i �n Fee: .tif,..15...00 ,,�,.7i #-f -� -- Acct No: 4't" ✓32 400 Plan Clieck �F &.el' ". 10.00 t1\4� � i' -4� 4, Acct Na : 11 3 4 t../,,,,10, t r ^itl l�ti', ' 8 0 TO TM� ,' F E E''i , r:„ 25.00 r Y., T � i �.��:4 S- to King County Va \tl ation: 0.. Volpe o Coyseruction: $$' 600,000.00 * k•k k**' k****• k• k**' k'( kh;+ '., k•k•k *•*4k*'k'k'k*;,*k•k•k•k•k k•k* k'k *k •k ** * *'trl�.y "k• li *•k k•k• **'kk•+ `*•b*k*•k'k**•k•k* S�Q'.ii 48 r" `i r1 ,'.•,i�/.,'V'�W` ,b -, -t /j , JAi ",,1 I hereby accep i %� t,12 i s per.,.ni,i t ot)d agree to abide all a 1 i ak,1 a se.9t:•i ons of the City of TuI.wi 1 a p •`' W 9 pp F,s '� T'� ,u�t i ci ,a.,l$� Code •� � agree that ,�b'e City co�fj� {'Tuk�,ry:j,T:l,� shall be held harmless tor,.a'1,1 or any claims" arising1'a's' a result °ot t(7;is:i�'pro•ject. Permits which have';l;apsed beyond the; er,pirat,f��on date shall,lgqu }re a re- application and r''es trance of the a "n'i't t. r�oug h the G °i:r' '�'' .;p ti. ,,y' at an additional fee. , �t' y�. lh, 4;' i R ,. :,,,, ,Fµ-1,%;,. ✓.. THE APPLICANT MUST NOTIFY THE:.;.CI'yTY ; I,NS .TUR: Q 'w,OMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN A i-vAN S °� CE: S'c HEDLfC�E AN INSPECTION CALL 433 -0179. Issued 01/31/1995 Approval Letter: 01/28/1995 Expires: 07/30/1995 Watercourse: Slopes: N Water: TUKWILA Signature: Date : 11, **kkkk*k****• ** kk _kkkkkkkk kkkk k*kkk k *k kkkk k k k*'** kk /kkhk k* kk k kk*k*k*k**k**k1'k A APPROVED FOR. ISSUANCE BY: JJS Issued By: S,.9.61/1a111_ Date: _1 fs 1 C1E 5 Authorized Permit Center Signature 'k'k* k* 'k •k ***AAA* 'A A * 'k A * A * * * k k'k*•k'k•k'k•k k•k•k•k* k•k k k•k•k k•k'k•k*•k* k*'k'k* k'k•k•k k********A '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 Sign,,. Date CITY OF TUKWILA Address: 1180 ANDOVER PK W Permit No: PW95-0023 Suite: Tenant: HOME INNOVATIONS WAREHOUSE Status: ISSUED Type: PW-SD Applied: 01/27/1995 Parcel #: 352304-9085 Issued: 01/31/1995 *****A************************k***k*k*****k*******A********k*A**********AAk Permit Conditions: 1 Temporary erosion contco.4AEc.(sWes,...slik_ the first order of..„OggijkOs—tbpFgTeWr'-s site or into exi,s.4.1itorm4dTainagp, facili implemented as .t..tion off- 2. It is strongly40'61mWqiepe stql draipa certif 1 ed by/A7ilficep Etie Ad:WTI nvi 41,t;,;./0 ,erwispe assumes li ,ity.htbr4hel des i gn and by *ub damages. Nov ,000*'4**0%004, 3. APPL ICAN 0 rPROVIDE TUBNOVER14) MENTATION,TOR Sppo GUTTER, " SV%07EIePRIOR gAL PERMIT*5,IGNO' 4. EXIST. ORM CVON„ANDOVcR WEST 0 HAVE LOCnNb 5. COORD WORK NS EeTOR.0* e be ted VNEW CB0INSTAS1A 72 ,,,,, ON 60VER PK W WI,TH K 4 ,0 Is, hi. ib 0 ,:.::......:.,, r fit --,7 4 wk.. • Ns• r ", r 1 ci i o .../1 il: t::-,--,,,,,_ • 'z.,--/ . t 4 / / O 1, , --,- i ,:. ■ f , 0 \ r :"."1,0.("isi Iv(' ^, 0 V L ) lioo . 1,. 0 Zei. 4 \ P 4* kl"'• -•;;;,.;,6 Go %to • -Co ,* ;4+ • ■LPV ,;11tA ,13144{.. 91't 0Q' ./Iret ee? FIRE LOOP /HYDRANT Permit No: PW95 -0022 Status: I'SSUED Project: HOME INNOV.WAREH Site Address: 1 180 ANDOVER PK W Location: 1180 ANDOVER PARK W Parcel #: 352304 -9085 Wetlands: Sewer: TUKWILA Contractor License No.: TENANT HOME INNOVATIONS WAREHOUSE.... �. w OWNER HILL -RAAUM PIETRQMONACO4 `t''.c, h .o .' � ':, <, _ -..h Phone • (206) 2'32 -6043 P.O. BOX 700, , S- xMER.' , C,ER5LA ND, WASH 9804 t 98040 j ` �' APPLICANT HOWARD BRADEN ,. -,One: nx e ( 20 6 ) 8 .2 - 8 1 0 0 P.O. BOX 520EATONV•ILLE W98328 1 CONTACT HOWARD 854 EN ? Phone:: {'21 4 ) 832 ' 81 00 P . O. B0X 20 , EATUNVILLE, WASH .98328 k •k k * •k k •k •k 'k k k •k •k •k •k 'k * *;'k ;k * k k,* * "k'ii, k k k k k •k k. *' "k "k k •k k "k k `k''k ,k :k 'k k 'k •k` k •k, k K k� k 'k k 'k k~ k*'k "•k k •k •k •k k k k k k * k 'k "k Additional Pern)ita Descri,ption:; / "•; "`'y :`"t INSTALL NEW,r0QUBL' EDETECTOR CHEI1 \,VALVE IN EXIST.i SYSTEM WI,j1 IN BUILDING:' NEW .�W 9EHOUSE ADDITION :�' TO HAVE F�JL'LY;YrALITOMATIC SPRI,NI.;LER SYSTEM CONNECTED TO EXIST I'BLDG:'' SPRINKLER.- SYSTEM•', ;.,_.•' IT IS At3SUMED .THERE' IS AN ^;= EXISTING"'FIRE :.:VAULT Issued: 01/31/1995 Approval Letter: 01/28/1995 Expires: 07/30/1995 Watercourse: Slopes: N Water: TUKWILA A.,:,EMBL;Y,�„OUTSIDE OF THE BUILDI.N43'. THIS JAULT WILL NEED TO.1BE REMOVEDaAND-w.THE; VOID REPL'ACED„WITH PIPE MAT;ERIAL',:, TO' MATCH EXISTING ••+�~ ---'?. Existing ':�.quare Feet:,, ..- A ; l� ditiunal '3,quar'e Peet : New .� �lar °eu'�F�e.et , 7.., ', :_...- i ks • ,.j .,t "r r ni ..,i/ C� t ;r. 3� °r' jJ Ii. A43f.t C, 1!5 00 ♦i Acct •1't. A.tM / }A A�(�AA n p e ~, 1 i,� { . ....,...ry,� , • f ., !! r� i .r t. .• �. ,�..,, `'` j . v :-71�� i ✓ -r -r 5.. a" ,. „� Acct �q . <�QQ /.45 t .�Q P1;�n'CI k Feel: ,. , - -(v., „4.0,.00 , s 3: , L J� , } \;S , ', +�: •• \�' �,.. am' .H `• '``7;',%; TOTAL \FEE•'3, ti 25. 00 , >••t""'�, N�.t�.X14 fy ..iry wry did / � '�`�,, ' "`� °> vi, -t'7 ' tird King County Veil,uat„1;ori`: '',, l Va1�i o '�C�� strauctiori:� l J .00 ,_ k k* k�k k k; k k k k��r�k k "k k k k k k k�ir%k ur ,� j .Jicns of the I hereby aacep�t� Sh i s tp,�ermi sand agree tr,_o,� abide iw.y��l,�l y�a�yp`� i cab �e se , j City of Tukwila MynicitpWj;, Cods. We agree that the 001ty,dMt;;Tui : w „J r /shall be held harmless tor-. "a11 'o 'any cla'i:ms_ arising as sac result aofw:tthi,,f project. Permits which ha)e 1,apsed''beyond tlie-e >,p.irat'i''an date shal'•1 %A:(04-e a re- application and te 1 :nuance of the permit through the C i t "y,; a•t an additional fee. `r a'f ' THE APPLICANT MUST NOTIFY THC:" CITY IN`:PECTOR'' OF „C0MMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOUR':, IVN AD,VRN.CE.,{ „ -T') SCI1EDULE: AN INSPECTION CALL ' 433 -0179. ;,�:'�' `,Y, •.,.,, =--� Signature-_ _ Date: _../.. 2-.r' kkkkkkkkk• k• kk 'kkk"k•kk•kk'k•kk•k•k•kk'h•k•k k* kk •k•kkkk•k'k•kk•kk•k•kkk•k•kk•k APPROVED FOR ISSUANCE BY: JJS Issued By: Authorized Permit Center :,ignature • k• k• k• k• k• k• k• k• k• k• k• k• k ***•k•k•k•kk*•k•k•k•k•*•k•k'k•k k kk•k k•k k•kk•k k• k• k•k' k• k• k •k'k•k•k•k•k•k•k•k•k•*'kk•k•k•k k•kk•k•k•k•k•k•b* k•b k* I hereby certify that the permit holder whos=e name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Date t _3 L�GLS Final Inspection Approved: Inspector 'Signature Date Address: Suite: Tenant: Type: Parcel #: 1:' CITY OF TUKWILA 1180 ANDOVER PK W Permit No: PW95 -0022 HOME INNOVATION'S WAREHOUSE Status: ISSUED PW -FLH Applied: 01/27/1995 352304 -9085 Issued: 01/31/1995 •k•k*•k* k•k*'k•k•k** k***** *•k* ***•k**** *•k** k*•k k** * * ***** *****•k•k'k *****•k•l k*• k'k•k*•k•k****'k Permit Conditions.: �. 1. Temporary erosion contcol= gea "su �S1 „,e, implemented as the first order of Ixua<ir S., to pr"��event^^s'e.4,1t �tation off - site or into exis'tji%''r�stornl drainage• faciliti• s2 , All double checNy'`� tr y ' e . a'1ve kas'semti'�1 to sha1 1 be a, protttdry the State 0epar•t�rr'"�tt' of, Itea1�,aii% 1 r iy' % �`'N �`'d 3. IT IS A'S� S LI MG %} T H Eft' E' ,Z =:� AN' E 'STING F I R.`E V. ,lt I`` A S SE MB'GM, OUTSIDE OJ T E EXI.,,T'INth BUILDI:Ns3: TH'I•r0 AUL° •,,AIN A'SSEMBL \� WILL NEED 3;0 BE `RE bVE�D0A.ND MTIIE )kV ID REPLA'lGE ?D WIt,1( IPE�ti' t.' MATERI`QJL'�•: OF�G:,AM�`E' �` V,,V ° o0 �r6� I a s, ..,:yiW/1,,,1 '1 } tt 1 a Y w' r � fr hr 4'� ` .p 4' CURB Cur /ACCE'SS/ SIDEWA-►. Permit No: PW95 -0021 Status: ISSUED Project: HOME INOV.WAREHO Site Address: 1180 ANDOVER PK W Location: 1180 ANDOVER PARK W Parcel #: 352304 -9085 Wetlands: Sewer: TUKWILA Contractor License No.: TENANT HOME INNOVATION'S WAREHOIl1' OWNER HILL- RAALIM PIETROMONA:CO.. ~"" "..^ F.O. BOX 700,,, •:NIER;CER I'SL.AND, WASH; 98040 ``�.' Y ,'`-,', ..Y , i y �i+'4 ARCHITECT HOWARD BRAD,EN'� %A" •f ;,1:v :, a: ,J '' Y� F�7'i }l* .20h) 8'32 -8100 ah�• r '£I- i. is �.. 7 J` },x•;x" ` 4: P.O. BOX 5'2'0 ' EATl1,NVILLE *i WA:JH1983;2L 'jc `...' '., APPLICANT HOWARD f3F��,•ADEN .;,{ '40,,,,,, ',; � ` ,T- P1 one . ' .2'0,6) 8'32 -8100 P.O. BOXt 20 EATONVILLE; °WA'!H :Y8323 `' �' ` \'t ),.%, N; 1 ,.• r: t. .4•. • CONTACT HOWAR;D,,BRADEN'Y; ��' :•' '', . 45,� Phone `' (2110) =' ? -8100 f 5 2 r A TO V I L L E, `WA: i 9 3 .8 " t� '1'1S, , • **A*'k'k•k** **** **** k *•k' *44,44'k14*•k *kkk•kk*k04•4.4.4.4.4.4.44.441(44kk •k•kkkkN;:k'k'k•k****•k•k•k Additional Perrrnit'Deccri,ption: �;,` A:` IN' TALL�P,6i�'.,DWK /�.URB /GUTTER .& CiRW.YS''WIDEN ROADWAY r, TO 291(11,2 5E'C.TION)' ON ANDOVER Pbr ;' WEST,....PROVIDE r r J. r ,J s <•• CHANNEL1IJZATION /STRIPING FOR°- NEWf.'STREET:..WIDENING BETWEE,4,, WE'7.T EDGEOF'NEW:WEST DRWY AN `'WE"' "�« P,JL `' e k;: k; Existing Addi.t•i•onal '�tquar;,e Fe -6-f 20000 New Squ re Feet ,��' j, i, Insperlt:ion Fee', r- , -1.5� Ott '.`� i `Eti ''....f Acct No. •iO11O%'34,2 400 Plan C:he.cl.���F.ee lb r0O`'z" ,,,5''' Acct Na. 000/J4�5'; 3 0 .!`r s }C %rJ TOTAL FEE'�� : ?, 25.00 ,r , a. • { J'w . ?,, rrt King County VA1,uao V a•klu;e of *.k o k ! :t'rk'lkuct io n'k:4 :4 k / }/ 20,000.00 *k•k* *k** *4 *4* *tk; kkk* *k•4kk4*kkkkk4* k *' kk* kk k* k • •kk4•44k**k* w° I hereby acce'p: . th i'a per•m�i�t and agree tol ab 1 dpi all a� p 1;:i "cable : ecir`� ons of the Cityv rt y \ 1 � , �' ' P City of Tukwila ;'�Mun i c�i1p,a 1 Cc de. We agree th��t• .,S h,e''C' ty of yukwi i ,,cha 1 1 be held harmless f1o' ,all •ar jany claims arising as a re.sJu1t O this p.rr'o•ject. Permits which have \1ap erd° beyonhe er,pirationJ.,dete , a sha1' ,requ,l're a re - application an 1r essunce of the `permi t -through theCi t aan a dd i t i ona l A ` t Issued: 01/31/1995 Approval Letter: 01/28/1995 Expires: 07/30/1995 Watercourse: Slopes: N Water: TUKWILA 4.ne: (206)232 -7500 fee. THE APPLICANT MUST NOT•TFY2;THE CITYI INS ECTIR VOF CUMI E•NeEMENT AND COMPLETION OF WORK AT LEANT 24 HOUR'S' IN: °ADVANCEL;.'�TO '3t"CHCDULE "AW IN'PECTION CALL 433-0179. Signature: 4*4 k*' k• k• k*• 11/4• k..' k*• k*' k*• k' k• k• 1(* *k•kkkk•k'k *•k*•k•k'k.4.4.4*•k• 4444*• k*' k*4. 4' 4. 4* k• k' k*. 44'k'114*k•k•k•k'4'4.4kk•k'k'44*.4 APPROVED FOR ISSUANCE BY: JJS Issued By: !_ � �4� . r Date: Authorized Permit Center Signature k• k• k' k*' 4' k' k• 4*• k• k• k*• k*• k4'k•k *•k•k**'k4•k•k•k•4*'k•k•k k• k***• k .44.4.444.4.4.4•k'k*'k4•4, **4** *4 **444.44.4 *4.4.4.4 k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and condition:. for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUI'WILA Address: 1180 ANDOVER PI( W Permit No: PW95 -0021' Suite: Tenant: HOME INNOVATIONS WAREHOUSE Status: ISSUED Type: PW -CCAS Applied: 01/27/1995 Parcel #: 352304 -9085 Issued: 01/31/1995 *• k*• k• k*• k• k•k• k• k•*•*• k****•k•*• k** k***• k*• kk• k• k• k• k• k*• k** k• k• k*• k• k• k******** k***•k•k*•kk•*•k*•k•k•k*k•k•*•k Permit Conditions: .. w . 1. Temporary erosion contr•o1f= ike,, s r:,d : s.ha11- i mp1e men ted as the first order of.,,,b Vine: :- to prevent se• .mentation ott- site or into exisAl), g� torm drains facilit' ,'",'w.,, � g 2. Dri veways sha.1,1 &o'mp1 wit,.h di G, c merc1a stab Driveway wid ��il,, sha11 be a • 5 �;rr t.naimu , ind .5 „rrax.i S 1 o p e sha1�J by a nna rl�m.umVof 15%. Turning road minimum oit 'u'.% 0t,, .��'s+u ,,,���0 ,� J 3. S i dewa 1 k• oofiddbu ramp�so ha 11\ �owp1y' with it. ity ndard.s 4 . Work of ctin'.. tr�i c� flows.' ,5,1,b11�f he closer'(,v�-�oo �ii1 ate.1 with t�yy City Utii l jot.' es In `e)'tor. Jratf i c Cont�rrt.i1V. jan�� sha110+ s4i1bpitted+ to the,'Inspp ector/Tor prior app,• oval V 5. CONTRA;19.TOR 'O CALF. MEII O MR `De.,. ,.)kll-INSON @ (206)684%1597,... . FIVEl (AY0 vPR4TOR ,zTO SDWk;,,CON'STR,UC.TION ;.10 COORDINATE '81(0. =" SIGI�((, RELbCA1'I0N► AND LOCATI.ON��'OF NEW "BII0 WAIT PAD, 1drTx2FT,. AT 1THE BACI~�' -0F, NEW 6FT.,"'`SD:WI' . r�? `'t yr�''+,a5, , ,... 0 s;A.:4� 6. C0M P t.TION TEST IIN ICATIN(3 .9514 \:iIjaLL BE SU.BI1ITIED TO ,1'HE;;;;. s}4 CI1»1- INSPEITOR,` PR ),I,l1R 'sTO, f uesc.gmere . iFi A;3;P'f-IAL1 , ` !,t ,�F 7. THC�y-10' �UrT�ILITY',EA'3,0i4EN.T`A,CR ;,S THE PRUPERT1'� FRONTAGE: " " " '' PER;', \ROTE�C.VIVE C0VENA113;S,'REC•�Of'�GINGV `0,11....5'2564143 AND MODIFIED. BY IIN,: TR1T1ENTS RECORCDED UNDE�h', \RECORD +I�NG NOV. 5332848 / ,ND ,L ' �� , r. �, . PRI0I' T0.....,,a 5500400 S+HA� L 'BE MODI�,.,I,ELDJO INI.LUDE 'SIDE• ALAS FINALS \PW, 0IGNOF,;F. `' �f ,, ;'. 1 r�' ;� 8. APPL \TCANT.. To. PROVIDE TURNOVER D000MENT;0'F QR ':+DW:0 , CURB GUTTE'R'. DRYS, 12" SD CB PRIOR TO FI'V AL, 'PE MIT aIGNVOFFq ' ill .0 11 4:1 ; w ~. * t�� ib '''t:4;"\ ti o Permit No: PW95 -0007 Status: ISSUED Parcel No: 352304-9035 Site Address: 1180 ANDOVER Pt•, W Location: Start Time: End Time: OWNER HILL RP.AUN PIETROMC'WO P.O. BOX 700, , MEF:.rr_. :0; I5'Lp:Nr..: liA_,ii''94 i `;:. `; <'��. cONTR'':+:.Ti:'P I=( L' HEE et A'r' t'J,.s' 1:''`— !►: ,. 'l -i : i. 206 746-1000 F' 1 ' B' ; X ? 7€7 .,',' L E L L I;r,V 1.14E , is / `i;9 0 0�5 ? c I rY OF TUI,,WIL P, Address: 1130 ANDOVER Pt'.. W Suite: Tenant: HOME INNOVATIONS Type: PW -HAUL Parcel #: 352304 -9085 Perm; t No: PW95-0007 Status: I'SSUED App l i e:i: 01/09/1995 Issued: 01/20/1995 4 '4 •.4 4 •4 y 4 •4 4 •.4 4 4 4 * * •4 •4 4 4 W 4 :4 4 M '4 * 4 4 4 •4 •4 •4 4 '4 4 '4 4 4 4 •.4 4 4 4 4 w •4 4 '4 4 4 •4 •4 4 •4 •4 4 '4 •4 .4 -4 •4 '4 '4 •4 •4 4 •4 4 :4 •4 4 '4 •4 ,4 Permit Conditions.: 1. Any mater i a 1 i 1 :� .`"'°•.""" immediately. 1 1 ed 1..t;a :,TY, .toeetl,. :: It'a:)4-:ak;e c 1 eared ap m m e d i a t e l y. ,,..� ;: a: �..� ..,...,,.;•;„- w t 2. OWNER ASSUMES L I'' BfI,L Tr FOR ALLY WORK,„ CART, I ED'-0,111,17 "i ADVANCE OF ISSUANCE OF/L JLC5DINr aEF 1 W . �` �., 0S. ' >,0q t t .,0 ,rs / S\ • 0 , 00„" wzoky, 0 v 0 0 0 0 a 0 4-� d!° 1 Permit No: Status: Project: Address: Location: Parcel #: Wetlands: Contractor: TENANT OWNER CONTACT ENGTNEER 444,4**4***4k Additiona PRE HO Grading/F PW94-0167 ISSUEC• HOME INOVATION 1130 ANDOVER PK W 1180 ANDOVER PK.W. 0 T.4oprH WALL OF WST",WESTINGHOUSE 35304-9035 L.44T. ,L•L7ERI•G Issued: 12/20/1994 Approv.al Letter: 12/1411994 E.pires: 06/18/1995 wate: cotr se. Slopes: License No.' H OME 1 NN OVA ]13� AND( T W L. A . tri 98138'71/4-70 HILL-RAAtim klETPWUN P.O. & > OOE\I.tJ l la 8040 Ay HOW 042' F.. A E P.0 J ir 6_ 3 4,h 1 s 6 u A ii ,-,k\A443y2 7 . . k 'A. k 4-4. P44, A kOkk kkkA kl, k•ir A. k lf it _tit? 4 * k k *A * k 4 k lb t* ' 'e r.,,i p t i oro: .DP5LOCAVION FSIZa. NEW BUIVICING, PAD FOR *4 N M5.1.11S, ING,ZWAREH E---.0k0 TION 6 o o Ati4,*•••' ......,,.. ..•••• wwn, 0 F i 1::.1 ywts,......1 2700 To tll :V, ,o Eiti!t11,Is4E°.°Q11/4.:Y86to BLDG 206 952-6043 206 332-3100 206)952-6043 4 k 4 k 4.4 4 'ccoOpt 4eXIsS)tCut:,.r.,"J'..,s, '7'7 q ''0 1- Perm 10,F e e : 3 4 .e..47: 1 Z-T24 q P Ian Che oh IF ee..,:-m.k.A tOhe-• --•,; •t‘ ",: -r. „,,_...: .. / .,--- Tota1ftFeev4y!„ * * kAk*k****Ii:iek***44*1(4k4**4***4-kkr.4* 1,', I hereby ter,t..ifyt-I have read to be true‘An,d colrect, All proi.. work will b\e'icoiiI0ied wlth, wheti this permit44,4s. not presume to q provisions ofJimy otlIer slete or performance of;Aikprk. 04pdam'aurhot .:., Altering permit;',Tisrmir hi; commenced withinj80 daYs., from ti suspended or aband.dn0 for a per OF WORK AT LEAST„::::\UFT-StACIVA ‘,.::,•,' .,,.-',. THE APPLICANT MUST NOTi:F)' •THE -I .. ., • . -.0,-, ) t 1 • No 00,0/322 100* _Aecbilint No: 000/A5130r:1 „NoComnt No: 600,000.0010 t n : if .4 -4 4 4 ye * 44.4 A A 'cAiA-A *1114)A0 A kA*4** d t11 i r t" a rid oqtatvie s:ime ,ision t-4 46 / '.;v.,1:-.at) inane p-...,,,,416A/ n 12 t h er spe0 1-11 e e e 1 4,hot The qj t 1 ng of te a4hotity\t6 or cany the local 1 awiuq..,2R,,DAp-iA0 con.,i,trucy:n or the )g..r 'izedc-o sign for ed in t1,7i0 Land 11 become nullogid voidAi!), th0y,cirk is not Aax,e,i.of.k.js'Suance,or.0':.r.'t1,106rk is tod of 180 days from the Arinspection. t5' --,,rvfferoplpir COMENCEME;NT AND COMPLETION KCE.i.,,.:4700ANINSP.E(10,'WCALL 433-0179. APPROVED FOR ISSUANCE: Issued By: --- --- Authorized Permit Center Signature 4*k****A4*444*4*A4' r4 4' 444*44444444****t4. m**414,4.44***144Rk4' k4' *****4**4' **kkk4' *4 1 hereby certify that the permit holder who'•e name and address appears.on this record has satisfactorily met the $tandard,s, and conditions for this project approved herein. Date:I Final Inspection Approved B■.. Oate: Inspector Signature OF TUkWILA Address: 1130 ANDOVER PK w Pe"-mit No: P1494-0167 Suite: Tenant: HOME INNOVATION Type: PW-Lp. Paroel #: 352304-9035 4' 4**94k4.4' *4 k44***4.4**,-44-.449 —...444. 4' ' ..k..4 „A4' .4.4' k.4,444' k4' 4 ***4' 4' „4' *4 4' 4' 44 k4' A.4,4.***k P e r m i t C n d i t i o n : :I T mp .s % --z-14), , Z . . P , - , e , ; . . . „ 1 . . m I 1 e m e n t e Li a 's e h e 1 i r :t c( d e r o t p r e ',: e Ii-eS'e d,11,141, iljky i o n o f 1 - s I t e o r into ex i,s;;t11;74-' S. t. o r m, di a i n 6 9 ei 1: 0 I 1 2 . An y ma t e r 1 a 1 s p':'::{930,:eil o n S.le v' e ettVA. s n a I I (9b 7 c.:%The.,ii'i'v'ed up i mme d i a t el v ” '': 3. OWNER A'' 14.1 yl ABiL Iii,\% FOP A I. 1_ WOP V... C Ar:FlR JED ,Cd1 T JP! Ari 11,CE I ' a, kt,,,i 1.. , %,.. Or I S S U A N 17i1OF V I Evp IF G P t.'.-RMPT' * 4,- .:54 e qs, , IV 10,V .:Fk. II, 0 „t% •4,01-1,4 \ X i..•.''', lir• '=-0 7 )if, i':, ,, 0 ' '' , 14"17 P lq P''';.‘ : 4.21). ' '\ 1 1,', +, •■■ , ,i a 1,) , .0' , , i • i) ...:, ,: t • i ,, t• .. •,.. `i \ I s• k:4 i.'.4 •.“?.....' \\?"';b•-,,..” U ,, c•.; ••121- ''',A • C if 4 ' -,7.--- .1.1p.., : Z ''''-1 . •i, I ( 1 t \/' \\I'4.4'(' i •, ''''', ■ '....,,,, III 1 ' 0 eP 0 v, 40 .,,,,,----7.-* i ' ,,•1, % ... 41V.M.q... ik\''., \ '• \ — '•i;:j 4.17.44 40 I.+ I.- ,.-""!lt •• I ‘ 0 6 \ V IS 0 S,tatus: ISSUED Applyed: 12/06/1994 Isued: 12/20/1994 oo 41-.1 oeo 0 0 4 4 e, ,4 A %.• ‘' City of Tuk ila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite 11100, Tukwila, WA 98188 Applic� , # PRE_9L-oH Phone: (206) 43:: -0179 UTILITY PERMIT APPLICATION Site Address: /1817 1-4/e7,),-.Q. ;I,tVf?:V,HMA.fi ilUN Name of Project: //e)...../14- d%/f,e-e av5� %4„Tide Property Owner: /`/adr.! /-7M„uo,vo,✓,4e,;,9 Phone No.: 232 -71ov Street Address: ,R9, , 7ov Cit /State/Zl.:/4 -/rcelz 2s,1th, 2S1=1LIo En.ineer: ,%a 1,0 ,C, ,ra Street Address: /'0, FAG Contractor: 71;;;y;.vk� , Street Address: "O, 71afe 3 7Z, 7 Phone No.: 95"z -604-5 City /State /Zip: /4egk', 2 4/ ; .9027 Phone No.: 74 - / ©DO City /State/Zip:,70LGat/Vb; /0. y .a_ King Cty Assessor Acct #: 3 (=ja ) 4- G Q S C Li QUESTE ontractor's License # :C1zv r-a i// /.C,S on Exp. Date: A� Channelization /Striping /Signing Curb Cut/Access /Sidewalk Fire Loop /Hydr. (main to vault) - No.: Sizes: ❑ Flood Zone Control ❑ Hauling Eg Land Altering ' 200 cubic yards 10 Landscape Irrigation ❑ Moving an Oversized Load Est.•start/end times: Date: ❑ Sanitary Side Sewer - No.: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage IX Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter/ Exempt:- No.: Sizes Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Siz �s ❑ Water Meter / Temporary: - No.:__ Siz 3s Estimated quantity: Schedule: ❑ Other: :W...ATER; METEI DEPOSITl ° <> 'REFUND /BIUII M ON T:F SERVIC BILLINGS `T Name: Street Address: Name: Street Address: Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Water ❑ Sewer DESCRIP >'t'ION, ...... . ........... ❑ Multiple - Family Dwelling No. of Units: ❑ CommerciaVIndustrial ❑ Metro ❑ Standby ❑ Hotel El Motel ❑ Office ❑ Retail ❑ Duplex ❑ Triplex Warehouse ❑ Manufacturing ❑ Apartments ❑ Condominiums ❑ Other: ❑ Church ❑ Hospital ❑ School /College /University ❑ Other: El New Building ® Remodel/ MISCELLANEOUS: > Square q Addition INF.ORMAT;ION;: >!> Footage: Square footage of original building space:,(; 3, 2 72 Square footage of additional building space: 24 "Oc King County Assessor's valuation of existing structures: $ /, 2/ � 'Z 0 v Valuation of work to be done: $ 644 a �G ...►.HEREBY LBRTIErTHA:T:1 H A Y , ,READ T H I ; A P P L I C I : M O N AND: :KNOW T H E SAME ::: : :: Egilijg >AND:;CORIWECT Applicant/Authorized,- / Agent Signature: �■ 6- a ''L Contact Person (print name): / /�!(/ 2O 7s9p2,J ;;rox,v/ � 241. ', • "52s-- . Print Name: Ouivizr c)/7,7� —A-) Address: /Z c 5zo Date: /Dizd /Q,7 Phone: "Ss3z- $l/a-r, Phone: 6-.3z—$Yer Z Date Application Accepted: Date Application Expires: ., 3 _ . 04/22/92 hkk Ak, 4kkk* kk AAhk. Akk A• kA* kAk k• Ak• kkkkkk A*A.**kk •kkkkkkAhk•kk,k•.kkA•0.A•kAkk•k CITY OF TUK.WILA, WA TRANSMIT 8 4A kkk kkkk kkk k: kkk hk kk• kkk Akk kkk Akk kAkk• kk• hk,4kkkk•kAkkkk4kh.k•kAkkk:4.4A TRANSMIT Number: 94001176 Amount: 2,000.00 01/31/95 i5:47 Permit No: 1394- .0.372 Type: 8-•BUILD BUILDING PERI•/M1/95 Parcel No: 352304 - -90005 Site Address: 11.130 ANDOVER PI( W Payment Method: CHECK Notation: HILL INVEST. CO. Init: 8LB hA***hkkink*r4*ikA***•koF9 **A.k *k• k• k: 4k+ kkk k• k• kk Ak** kA •kkkkk*t4•kk*•kkh***k*k•h Account Cade 104.867.000 Description REV FROM 'PRI /MITIGATION Total (This Payment) :• Total Fees: Total All Payments: • Balance: 5,270..80 5,270.80 .00 /� Paid 2,030.00 2,030.00 _...._.I-\om,e,, &;:; ' To i� -4.. ,�1_ _•T_T__ 4g ��tian GENERA 2030.00 TOTAL. 2030.00 CHECK 2030.00 CHANGE 0.00 9632A000 16 :15 R q �3a * * *A * * *A * ** * * * ** *k * *A• * *A ***A• * ** * * *A•* * * ** * * ** *fir *A• **• * *•k *Irk **1 A * ** CITY OF TUKWILA, WA TRANSMIT ** k******* k**• k****** k*** k** k** A•*** 4k** * *k * *A• * * * *A• ** * * *** * *A *A• *A• ** TRANSMIT Number: 94001776 Amount: 2,030.00 01/31/95 15:47 Permit No 894 -0372 Type: B- -IBUILI) BUILDING PERMIT Parcel No: 352304 -9085 Site Address: 1180 ANDOVER PI( W Payment Method: CHECK Notation: HILL INVEST. CO. Init: SLB * A**• k• h**** k*******• kh***** * ** **•k * * * * *•k * ** * * *•k *•k * * *•k* *fir ***•A• *•k* * *•h* Account Code 104.367.000 Description REV FROM PRI /MITIGATION Total (This Payment): Total Fees: Total All Payment;: Balance: 5,270.88 5,270.88 .00 Paid 2,030.00 2,030.00 1Aom.e. "nn oV --rocteic n'1'i-t-iLs ott ors HILL - RAAUM - PIETROMONACO P.O. BOX 700 PH. 208 - 232 -7500 MERCER ISLAND, WA 98040 PAY TO THE ORDER OF SEAFIRST BANK MAIN OFFICE SEATTLE, WA 98104 19-2-1250 DATE CITY OF TUKWILA 1/31/95 AMOUNT 4-‘a 0.30.00 * *k•kkAk*A *k *A *A * *•klrA* **A• *k•h ** Ak k** kl e *A• * *•k **k *Ak *AkhAk•kk * * *A *•A ** CITY OF TUKWILA, WA TRANSMIT k** t* A**:* A** Ak*: l*****'***k* A* hh* kkA** kAk *k*kkk * *Ie• * *r4* **A* *lek•kA *** TRANSMIT Number: 94007.386 Amount: 7.,077.70 10/24/91 ,3»4e Permi•F: No: 094 -0372 Type: 0 -BUILD BUILDING PERM �t4 Parcel No:, 352304 -9065 Site Address. 1100 ANDOVER PI( W Payment Method: CHECK Notation: HOWARD BRAL)C.l lnit: $$L8 k *,k *•k *A* fir *A *A• *k ** * * ** fie*• k**h** kh**k** 4h *•k *k•A* *A *A **'A•* * *•kAAA4k *kA• Account Code . 007/345.83O D e scr i pt i art PLAN CHECK •- NONRE$ Total (This Payment): Total Fees: Total All Payments;: 2,740.20 1,077.70 Oat once: 1,662.50 Paid 1,077.70. 1,077.70 GENERA 1077.70 TOTAL 1077.70 CHECK 1077.70 CHANCE 0.00 6730A000 15 :20 :4 k.4 A• *k* *•h*•i* * *A 1<• kk*• k******* k• ArrA*** A*** * *_A.A * * *A•k* * ** *A *•A•h*k•k**A* CITY" OF . TUI(WILA, WA TPf1NSM) :T *A A***** *A* * *J(**.A *A• *h * *•:4 **•h•*• * *A 4 *•k ** **k kA k *A *A• *A **A ***}t *k *o1 * * ** TRANSMIT Numbery 94001642 Amount: 192.0O 12/20/94 10:17. Permit' No: PW94-0167 Types PW -LA LAND AI- TEl1:IN •„ l I'r Parcel. Na a 9523O4 -9O85 ��= LOj` 4 Site Address: 1180 ANDOVER PI( W .Location: 1180 ANDOVER PK.W.. @ NORTH WALL OF EXIST.WESTI Payment Methods CHECK Notations HOWARD BRADEN Init: SLB d:*• * *x4 * * * *••k* kt'< *•elk *k *•* A•*•k ** ** * *k *•. hA * *•k *• +r * *t1 *•krt * * * *:� * *:A• *•k• *l•A *••A *•A ** Account Cade 000/322;100 O0O/345.83O Description BUILDING - NONItES PLAN CHECK - NONRE88 Total (This Payments Total Fees: Total All Payments: Balance: Paid 1.6.00 30.00 1922.00 19.00 192.00 .00 Po GENERA 16200 r.r0 TOTAL 1621 30.00 CHECF( 192.0 0 CHECF( 16198313.00 CHANG _ / r 0�`{i. 0 73 Og UICJ Grhi.ii{ ..'1 C9 co, CO as C9.'F 44 c4 h *k 4*A4k*Ak•hh4** * *h•hk74*k*Akh**4r4*4A *A• k4r•kA**4*** •kk*A**•Ak•A4*4h•A* C3:TV OF TUKWILA. WA TRANSMIT. hkhk•4k* *,1• **** *** 444k A* A* Akh h4* kA'* kA* A *4**4r•kk**4**A****4 ***Ak*A••k * TRANSMIT Number: 94002053 Amount: 30.00 03/29qh2MI40 Payment Method: CHECK Notation: HOWARD DRADLN Init: aLD Permit No: D94• -0372 Type: 0-BUILD DUILI)IW(3 PERMIT Parcel No: 352304 -9085 Site Address: UUO ANDOVER PI( W Total Fees: 5,3OO.t30 This Payment. 30.00 Total ALL Pmts: 51300.88 Balance: .00 *4***** e4* 4*4*****•*****A IN**• k****** *h * * * *4 * * * * * ** ** *4 * *A *4 * ***** ** Account Code Descr i p•t i on Amount 000/322.100 DU3:LDING - NONRES 30.00 GENERA 30.00 TOTAL 30.00 CHECK 30.00 CHANGE 0.00 1416A000 15 :46 :t** *•A*A *A* *A*•* ** *A** *AAA**** **** A*A *•!* ** * *A **•A**A *A * * * *A *** ** CITY OF . I Ut!WILA r WA • • TRANSMIT *A *A *A ** *k *k * *A * * *k * * *A * * *k �i **A **A *A *�* * * *Ak *A*4 *k *A* TRANSMIT Number: 94002052 Amount: /5.00 0;x/29/ " ' •"l3 Payment Method: CHECK Notation: FOU5Hl?E 8 ASSOC. :[i0i : bLJl Permit Na: PW95 -004€3 Type: PW—WM WATER METER PERMIT Parcel Na: 952304.9085 Site Address: 1180 ANDOVER Plc W St: 01 Fl: Uri: Location: HYDRANT 44146 this Payment 75.0() Total Fees: Total ALL Pasty: Balance: 75.00 ;5.00 .00 *AA ** A** iolA **•*** **** *** *i* * * ***** * * * * * ** * *** *fir * ** * * ** * * *•k ****** Account Code Description Amount 401 /986.510 WATER TEMPORARY METER 75.00 GENERA 75.00 TOTAL 75.00 CHECK 75.00 CHANGE 0.00 1417A000 15 :47 * 9v•** k*• A'* A*** Ah A* k**'***** A* A*** A• k*** A*** •*k *A *k•k•* * **k*•AAk * *A• *R**A•4 CITY OF TUKWIL.A, WA TRANSMIT **** * * ** k *k* h *kc* It* k* *•4A 4* *A *A-4 * *•k k*** f *** h * k *** k•A•*k•4k•kk** *•k *A k•* TRANSMIT Number: 94001775 Amount: 2,163.18 01/31/95 15:45 Permit No: U94-0372. Type: B -UUILI) BUILDING PERMIT Parcel . NSA 35304- -9085 Site Address: 1180 ANDOVER PK W Payment Method; CHECK Notation: HILL INVEST. CO. Ir►it: SLB *A ** * * ** * * * *•** *A *A• *A * *A*** *•A * ** * *A* * * *,4* **•****k* *A•****•4*h *** * *** Account Code 000/322.100 000/345.830 000/386.904 Description • BUILDING -- NONRES PLAN CHECK - NONRES • STATE BUILDING SURCHARGE Total (This Payment): Total Fees: 3,240.88 Total All Payments: 3,240.88 Balance: .00 Paid 1,6;8.00 500.68 4.50 4, 163.18 02/01/95 GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA GENERA. GENERA TOTAL CHECK CHANGE 0.00 9633A000 16:16 J658.00 .. 500.68„ 4.50 10.00 15.00 10.00 15.00 10.00 15.00 10.00 15.00 2263.18 2263.18 * *•A ** ******************* .4* *k** * * * *•4 * * *A ** ****4A *4*4 ** 4.4• ** * * * *k* CITY OF TUKWILA, WA � TRANSMIT ***A**** ** ***** *** ****• •TRANSMIT Number: 94001777 Amount: 25,00 01/31/95 15:48 '.Permit No PW95'•0021 Type: .PW -CCAS CURIJ CUT /ACCESS /SIDE Parcel No: 352304 -90E35 Site Address: 11630 ANDOVER PK W Location: 1180 ANDOVER PARK W Payment Method: CHECK Notation:. HILL INVEST. CO. Init: SLI3 , li c*** ****4****.A* tk**• h• 11' h** A. dctkyl ie$ ***** Vh* t4***** ** *v4Ar•kit*** *tk**•h•4t1*** (account Code. 000/345. 830 000/342.400 Description PLAN CHECK - UTILITY. INEP FEE - UTILITY Total (This Payment): Total Fees: 25.00 Total All Payments: 25.00 Oalaru es .00 Paid 10.0(? 1500 25.00 X16 k*kkk ****kkh**** r*h;***** k***k* *: c**k *** *****kk *.k *kbl** * *k *k* *k**** CITY OF TUKWILA, WA TRANSMIT *h *kk*** *****kkh***** a*4 ***** * *k* ** *k*k* ******** *h TRANSMIT Number: 94001778 Amount: 25,00 01/31/95 15:4E1 Permit No: PW95••0022 Type: PW-FLH FIRE LOOP /HYDRANT Parcel No: 352304 -90E15 Site Address: 11130 ANDOVER PK W Location: 1180 ANDOVER PARK W Payment Method: CHECK Notation: HILL INVEST. CO. Initc SLID ti * ** * *01 * * * * ** * * * *A• * * * *'k * **** *k * **•***# *****•* * **** *,\k *•A *tl h * ****** Account Code Description Paid ()g0/345.1330 PLAN CHECK - UTILITY 10.00 401/342.400 1NS1' FEE - FLH /LI /WMI: 15.00 Total (This Pitymertt)i 25.0() . Total Fees: Toted All .Payments: 13it1ance: 25.00 25.00 .00 \\H, fd\ '1,47 h7i.. Si,....F, b ;.,�` ..,.as k&;E�7� �a rrtr i- .•tai 212 }i:tre�X **i c ** *•A• * * * *•k * * * ** **A * ** ** ** ** ** A * *•k * *•k• ** k *•k * *,* *•A• *•Ale• * ** *** * *kA **k CITY OF TUKWILA, WA LA'fRWNBMIT * * * *A * **k *A•k* * * *•k ** *fit *k''%.O°sSr aijXa4.4****.h******************* TRANSMIT Number: 94001779 Amount: 25.00 01/81/95 15:48 Permit No: PW9!3 »0023 Type: PW7SD ' STORM DRAINAGE Parcel Na: 352304-9085 Site Address: 1180 ANDOVER PIG W Lov. t.i art: 1180 ANDOVER PARK W Payment Method:. CHECK Notation: HILL INVEST. CO. Init: BLB ** **4******* ********•• k*******•******* *•*•**44 ** * * *** ************•A44 Account Code Description Paid 000/345.£330 PLAN CHEEK — UTILITY 10.00 412/342.400 INSP. FEE •- STORM DRAIN 1540 Total (This Payment): 25.00 Total Fees: Total All 'Payments: • Balance: 25.00 25.00 .00 fir** k* **A * *•k * * *A *A• *k•A ** * * * * *A *A* ** ! *•k * * *•A **k* * *•k *A k *h* *** v* * *•k* *A CITY OF TUKWILA, WA qLk - 1' TRANSMIT *A * *A * * * * * *** **Akh *A **•h k��rr__ *MM••* {{�,y/J** k* ***•k****h* * *A•*k** ** *A**kk 1R6'iNSNIT Number: 94001780 Amount: 25.00 01/31/95 15:49 Permit No: PW95 -0024 Type: IOW -LI LANDSCAPE IRRIGATION Parcel Nu: 352304`•9085 Site Address: 1100 ANDOVER PK W Location: 1180 ANDOVER PARK W Payment Method: CHECK Notation:_ HILL INVEST. CU. Init: "3LB * A* Ak.„% ** * * * * ** *A *A* ** * * * * * *• * *k *A *•* r*** •k * * * * * **••k ***•k* * ** *A *.1*A *** Account Code 000/345.830 401/342.400 Description PLAN CHECK - UTILITY INSP FEE - FLH /L! /WME Total (This Payment): Total Fees: Total All Payments: Haiance: ' 25.00 25./0 \0. .00 Paid 10.00 15.00 25.00 :k•k*A•*•** A***4*4 *•A 4*A4*4A***.A *•A*** *h•k** ** * *h * *.k *•A * *•h* *k*** * ***A* CITY OF 1'UKWTL.A, WA TRANSMIT * **A k *•k *A ** * *.k* k #,4Akh * *A k* kA ***** *A k**•* *1 **** ** A *A * *•k* k *A k * **.14rk TRANSMIT Number: 940'01733 Amount: 25.00 01/20/95 1.227 Permit 'No: PW95-000,) Type: VW.HAUL HAULING Parcel Na s 352304-9085 Site Address: 1100 AWIOVt_R PR W Payment Method: CHECK Natation: F0UfiHLE • Iriit: 0A0 7.t4 **A 4A * ** * ** **** ***** *** % * **A *•* * * ** ***•k*•**•44 44*•A *•k *•k4 * *k.•*** *4*4 01/23/95 Account Code OeEc r i pt i ari • 000/345.830 JLAW CHECK - UTILITY 000/342.400 INGP F'L,E —UTILITY • Total (This Payment): Total F'aesl : Total. All Payments: Balance: 21.00 23.00 .00 Paid 10.00 15.00 GENERA GENERA TOTAL CHECK CHANGE 9233A0D0 10.00 15.00 25.00 25.00 0.00 16 :22 I sPECT ON 10. INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA y- 0 37 L. PERMIT NO. (206)-431-3670 IR ect: _ z.e... ... ._..., ... ti,a Type of Ins. . •n: .■..._ . s • ress: Special Instrugns: J. 00 Date Wanted: 4alt* Requester: Phone No.: (S\ Approved per applicable codes. COMMENTS: ' Corrections required prior to approval. o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . ex. AL . • . INSPECTION NO. ,INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 rco ec% n L a:(7514. C 114...e., /1At 6U p ns ye io p i" Hu il I 7 ldlr05 Ve-e— nK. l) Date Called: Special Instructions: Date Wanted: am. p.m. Requester: CI t Phone No,: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' [Inspector: I ❑ $30.00 REIN PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ece o.; 7e: J ViY: ?citl..rt s'ti5 +t!`t. 41 ..A.., _•_ _., _.�'I_,l^r. _ _. _ , .. w INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • r• e ! / ...., mt. /� .41.44 Q OX ` ype o nspection: // .vNK [;I't s(5 ! =te a e.: � ,L Special Instructions: Date Wanted: � r ,� am. p.m. Requester: cbl4t A ,,,1/v , 1 �, ' PhoneNo.: 75, ��'%%�� pptoved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ,' Al L � /z 11 g � ,L P// be _. .W � � r ,� T /. G2�/i 7,) /h,7%. a/ jOt94J/// U O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. e j•A��TAo.: INSPECTION RECc R®' ' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,.-- ((06) 431 -3670 Project: — • • �� t. On ' of Inspection; - " . r1 '.•,..i%,.-..=.3 •..ress;1 ISO A►IdOier PLW • '=te a ": 1 r a -) C7 Special Instructions: 5: C Z Date Wanted :9 as Requester: 4404 v Larsen 1 (c:23 .-. Phone No.; Approved per applicable codes. COMMENTS: b0 ❑ Corrections required prior to approval. Sr_d�rir�v v I ❑ $30,00 REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call td schedule reinspection. SPECTION 0. AD INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 •ro ect: , , r-tovn•E it J ..-) ovt>71,5 Os ype o s. : ion: 0 ,„six*itks..- s xmv,,y...—J, —T-I A0,4- N.,E TWO J� 'J1.4 s:411.6— 0 tioiLS Address: i I A. r ■J, . Date Called: el. 2,4 '3 Special Instructions: 4 Date Wanted: cp. 2. t( 0 c am. p.m. Requester: 144/2-VP( Phone No.: tyv-tv,p,,,isc.,to,_ yanil.A..._ t-S 06-1— q(- "reac" r" -r. AS AV,' fwhir3: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: I) it-Qvis EID ektr- LA yo to- Fvf— 7/4 E- ,„six*itks..- s xmv,,y...—J, —T-I A0,4- N.,E TWO J� 'J1.4 s:411.6— 0 tioiLS 0 AU- - LP) Alte- 6-1-t h if notrili9. - ATM,4), 7b LA-Tt5E" ..i hi i s(/J6 1.,//1-(-1.-- A dC 61 a LS . '3 tErdr- Cli t}ex-r-c•440 .DM OS- AA t.,) 70 okx-rsi 04' (--3 -rcivolo. 4 Ps -'- PANV-1- Jto 0 It ■ j ift"" 4 X • AjLep ,r-1).. A Anittl Ur A14.- vv. vt,T- A okvir A A- NA-rt.-y-111,0. -IDA /Pt S(1s3 Fd(L-- Pst.t. o v.v.:C. d (2-- n.c7-114 tv) F-t N Prt.S ft .zy,-* ow....&-- A a.g-N-4/..5 ,... p_13 no tyv-tv,p,,,isc.,to,_ yanil.A..._ t-S 06-1— q(- "reac" r" -r. AS AV,' fwhir3: .1._ Af-ra GM PIP/ • c,bytqlq1C I hiStAc•Ailbo . 14r4 F ft74-1W "53 1 p4-SPQ't-s—tui Wk---0 cds-yr.PLe.. O $41040 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at WOO Southcenter Blvd., Suite 100. Call to schedule reinspection. IrforiltAlEz e: SPECTION 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • ro eci: • , itt Ai ----7----"7rwpe -.4 A I ■ Pk. U v f 0 T n s • AllArdi 4 0 I ress: ( 1 ?- 0 Alm Am/ tio, .11 e a es Special Instructions: V)r, Date Wanted:417:0M I 0:3 . Requester' A4CIP-e Phone No,: 57 S-- Z-La — KIJ Approved per applicable codes. 0 Corrections required prior to approval. 0 10.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100 . Call to schedule reinspection. C) INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ro ec : m �`�,r N v AYta N S ype o nspect n'p� I JF' 1—ii-^ m t 1,1G Address: 1 % A•P. tri . Date Called: 9' 9 Special Instructions: Date Wanted: �, Q -16 - c ap,m. Requester: I. ` y iN 1.tikil Phone No,: E Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' ToP -SA 0.i AND IA 0 s b1. !Inspector: Date: if 24 -- ci f ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 14-t-S P S-is P EMi kq; 1— I csrl■ c 60— M S •2-1 s)(2- vtglit . 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt , ..1.1.1a614.16irletbiaLVI=Aial,t'Adatitte.Alatit,,Y,L,Ate: t -- .t, ype o s • - . 1ng reject: 1,4111,-- /--- Addre ii„) 4.--P--- ..5 Date Called: Special Itgruior. Date Wanted: ) ----- "I' Requester: Phone No.: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 14-t-S P S-is P EMi kq; 1— I csrl■ c 60— M S •2-1 s)(2- vtglit . 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt , ..1.1.1a614.16irletbiaLVI=Aial,t'Adatitte.Alatit,,Y,L,Ate: t -- .t, cr. 'o. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ect: w1LSt.' ... r //i ype o nspectan: GJ . _ . _:..- Spedal Instructions: 9 • OD Date Wanted: --, 7 J --*,..5 am. p.m. Requester: Phone No.: ❑ Approved per applicable codes. COMMENTS: t 4 ❑ Corrections required prior to approval. _41 IL rif 47,07A, 1/2"/Vf I c. 4■111 / .s spec`� ■ /. hat 4111110...' / ❑ $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. —Date. 1 et:�5kIki:..lrw.d..va.r.. S • ECTIO 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a(1&f C) )72-•- PER (206) 431 -3670 ro ect: ,How, ....- 0v45...7 0 4s � Ype o nspection; �dor .Si•►Er'ty'Ir4% Address: ((yv A 4P k Date Called: 41_12_ p J fW 6 L rr vol 1 CH r.S Special Instructions: CA (1--- "6w-- Date Wanted: 4.- /2 - qar p.m. Requester: NA it vtit 11-4vF- s" NE---m-las NC Phone No.: ()g,.` Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' 5-ntAA c,uar.�` 0-1.IGA.? t) 04/,..) KI1 rnAogyk0r prAND CAmF IA WI 714 A .Bair" vis-cr L11.1 411% 111 e: p J fW 6 L rr vol 1 CH r.S A' F ' - - r lc T4 T144— 5 7 ' i t e 4 A rrA C 9. 7=0 TVA, S VDD 11-4vF- s" NE---m-las NC is 04.- -re ca 2-- m nspector: '- ,..11. ---- 111 e: / L /., ,,•— ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I SPECTIO` `0. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9 (206) 431 -3670 ro ect: µ.rJrn <' � rovA r-uo OS YPe O nspection: 1(eti vrNr�i�t s 0 Cy Address: i ,.() A (\c- Date Called: 1 N1 d R-Dok. It G i-T Th rA R._ C.z u,.1T (.0 P Special Instructions: Date Wanted: ter, 1 1 t —' (i am. p.m. Requester: Mex r Vii plat o,i f-k el-9 CAtJ Drat, W Rt S$t A A c (4; culcr At I No.: ❑ Approved per applicable codes. ,fq Corrections required prior to approval. COMMENTS: •A P.'-v4 0F. -fit (t. "`D1AL. R-PPAI aS 'r 'r14- /24-0E- it F/iorh SI L tielt..."Tc7-6 j 1•.APS tNNS Pt ItAANFV 1.C_•S1t4 1NronxnpTIO0 P ad4 V 1 Pi. 1 0 A L.Zi tVK,_ °AA-9 +- / t o lqc Al T14%-1 n—Sera ton-- &- J6 . 1 N1 d R-Dok. It G i-T Th rA R._ C.z u,.1T (.0 P sr t.A P 4 nA c i,rivz . �r- i r s.. ow A F%L.A..Q9 eCIST1hlG 1 -Not) AtJQ C.V1vA -i 9 l'n.k) &y st•WisnOf) 11,6rwvCA 1 rS.1.xn,PS. 114a Nn4q i,r+S R' 4. la. 4- At-to At44, RR- Sir. 8 00 5-4 plat o,i f-k el-9 CAtJ Drat, W Rt S$t A A c (4; culcr -14 A cc kAAl-t3t.•1 D€ cit., air 1 ma 1)4sPw.t &... a rs lwi r €` :'1•IGit• OP t k-Uon.o1 do1N►..1 k -LThNA 1 t/1St i i btc SITE. E. An+" /t.1/tir*J -Trig-At P ► a Ci AN" ,_11.4-0F..S NX116114i r�- AA -grvm ma PILL O R- tl -`y./ . rb; t s j) 9A,,z„ 01 _pit_ � 1-4 A C( * i 1 a C T14 eq w� R.1c.._ S.t im-- rn 1�6 GAu N6i err to 1.340, t.* fo 1L skAc iA Noocel, (-e Lip titloe"'`i VEE' AtlikAv PL.AP . S -• 3o7. 3 of 'Mc" Ut6(.. 'ft•pvi94S _n _- T 2.._. • t.- 0 - S " VA ♦ / ' 147`' nspector: tole :1 (% q ) ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.: o: rL)ate: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 3Fircry fro ii/(i..,./, i 0)1 .5 Type of Inspection/. - .. ., ,- if , , • / / Vat //fief Adpireqs:,, _ ,. , , , , , . / isj/ 64) Date Called: 1/ '777 t:)...':: - i Seal(i)ns(tructi‘nt Date Wanted: .--/ / / e...)/ 9e,-.5 -:,---- -. . Requester: llia., \......-- Phone No,: z-- 0 Approved per applicable codes. 5--Corrections required prior to approval. COMMENTS: - f_S pl or Az-rho/ leo.x... r NJ S 4T--/-to 03 I S AwA■71 r4G A azsebpar r-fLow. 7171.E ,:c 1 Lv4-it." -0,.. criso-t_WIA(zike e--14G INeela _A AL Lu,A11/4 714 IS f 11•Abt_ern • 1-1441- 0.44(.*," fos it-4%14e° S4 A c..4 114E" LA-41— etue-tvat■ )3 A4,4 f 03 PccatA )(Rid g--. -riA"- fLroF CA r•11144 CIVI- ilS t tsISTA Ll.. . N 3t2 e lx& t--)1.4 *AP -ed=La". Ur-1L 3-AE SIA‘k-Arti 1 AG Wilt CAA IS C ft.4 MAL . %MC "ARSIDE ,.. I St 1 . 4 e l t 2 slit-,ke s f 4 P r 4 i - 88 7 6 Of TI W - S W - 4 W N(114 AT Li' 1 ',JAIL o ft f S r ; vat it-g6- CAISE- dr q WARS 33Re-r . -al q-- cat.frat-aatrt--TIA 1 AK-S" A 10 d /JAI L.- _re“ v."-c3 (AP 01,1 silk-E. -Sr-MAPS A4,10 -MIS rtt Ay MT- t2-• m ':St L-1/6k-2 lAkk- 4.4)44,E- Cm IA WALL A isICiitkS AitE AFP14-01?1). Dale: Aqf 0 p 5-- 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. tS, °INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 5767t: /40 Va.AMS Type of Inspection: Add ress..., (/ c6 O i d . el.< tO Date Called: Special Instructions: athiti 01 44-031 .7(.6)7_,0 j,,i7,6.' 07)71 Date Wanted: z..// 7 ,...„/ -7 am. el Requester: 1 F1 r-yt.,)1, 11,14-- vex- e-14D. INF SAMTN SA or (:/ 110...- Phone No,: 1-2- ,- ‘i.at,-1- C1...- tf.43of- vom L. MemAT JA Ct 341 s DA i. ,srluq-ciakt.. Approved per applicable codes. vg Corrections required prior to approval. • COMMENTS: pot_ j)14„,,d6 s_ : ) Do-Arc_ 8 sp,Fcs s‘mps.aiJ Sr Z 2- w IN i /6,d ,,,, -plc re et-ATT. co 4 nf.d. civil— tAS eiv I I/4 " y 3 a" 1-1:44/e-e. Bit/4,o .51-11-A-PS t4I 314 5 -ro (0 NAILS /0, NE Tv PLATE' 9 eot.....s-NtAp ,.J0%,,tx..Itil._ sckke-Duck- ...s, rn god HS/ 1 - 57 - GB A,...4 - SO .-Pti-AP S wt z ,..51A..6S11 riA 11.-o ki 1 r14 i f '' Su_ Vey't: / Ki " 1( 4z" w fr4 2.-f ro 24. MAILS Pen- STX.A? . tg OrG- : Aim NA(1_6-72.1" 1.4 itit-zr CA-S9 o/.1 TICE .S712APS AiJO c:(Wk MAIL ' I-I 0 LCIS (.0%-31-sr Oc c.x.t-coArALLI nl t 5S e-19 • ) tea_ .00-AIL. 9, -r4-6 Apc,Ro.... Ach:rt ARE" C,crtSV i ON C." Atbe, (Kr 14 MC mq) 0 LC 6F- I'VE- t4A1-4.- it /40 TIME 1 F1 r-yt.,)1, 11,14-- vex- e-14D. INF SAMTN SA or (:/ 110...- PAO-A I'V`r 1.04._ ‘i.at,-1- C1...- tf.43of- vom L. MemAT JA Ct 341 s DA i. ,srluq-ciakt.. • tc1.4 —9 AP N L • Tto,4. nnspector: - Ti $3400 REINspEcTioN FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter f3lvd1 Suite 100. Call to schedule reinspection. Date: 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 171 767: / /,. _ice✓ r--. ft ` Type of Inspection: / Add toss: — Date Called: ,— Specie n truct ons: Date anted: `J ,J Requester: Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /4 � /� s a c QG4 j etto ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. . INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1�& (206) 431 -3670 roe • rll�L_ l . 1 a el (Qh ype o nspe. • I)I �� i '� a4v Tess: i • c t- . A `fi ' 0 • i : • :. `iL01±N. Sp: •a Instruct ons: 9 A t" - --'"" "'� C). Date "anted: 3- ) --' 5 am. p.m. Requester. (1. f l7 �G Phone No.: .,- 6. 75 (n C7 S 1P\ Approved per applicable codes. ❑ Corrections required prior to approval. 1 COMMENTS: Cam' 4 -c,+AL. t_hiSe 8— -k rr, S.tgvpt.c `iL01±N. ST OM E 1QN•11c∎Ph C). y (4 tlr-1 S CM" - lv v 4)1.ieliv` v Date: 3 ❑ $30.00 RE(NSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. _.....r....n..•\e . hu......raf : ra.^..f [ Y% Ywiiff[ ��: 31 �! rKd�Yi� {ka[',Al.Mb'o..L..u..N,3.eex.. i s:trwcsse ,.,;9�r3a�,••ft� z; . ::r.'. :_. • 0- INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 -1377-Gt O D U / ) LS YPe o ns • : � • n: - a 0 Address: d Date Called: 43 / / 0 I:35, Special Instructions: . Date Wanted: Requester: Phone No.: ❑ Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: • ,... ......_11..A. Y.v.7t_.SS! (h'Sf..1%31111 FWf1 ..Crtq['Y.ALAI/. ...J..- ....•. -..s. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: v , l uvetv�/c',/1 r . ype o ns, : 7 /8�,,.,v Address: r/ 3 j �)/e. i7 �/ .)( i, J �" '�' Date Called: Special instructions: 247 x z..Y �, Date Wanted: -- Requester: 4 Ll eG/ Pion No.: ..-- -_ --`-'1-7--- O Approved per applicable codes. p`• Corrections required prior to approval. COMMENTS: 6 4 o ,� "I I Si- ' r `YQ %YC4L u/ r alre 0'; .‘.-4, fre71,4-?4-- 4 o., rcv C/✓ '%2., / -, ret/7 -s /` 9-7 Qt-k._ /•$MD 247 x z..Y �, 9 - 2,-y' a. •-, ,c 4 44 t - -i' 4 /szi 6 --/6'4 'A 4 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule refnspection. lRecept No.: J....i..h.i...... ...w..WUAJtJ �Y:t4;ii.ta.'.1..'4N.ros..•rar. u.. -w,.. ......a..e.w.r INSPECTION RECORD Retain a copy with permit.,. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro act: rrj' 1 f/,t.? t/CU+( &!'( `7- Type of InspedIon: (I (4' i'�.'C`� !.ty. Address:. ,. Date Called: a , ' Special Instructions: ._.)4.9-a 1 ,� % "1 t ,;r•- 70, Date Wanted: ., /.J Requester: a 1GUA i/ L_1 -Th Phone fdo. :4....-)11 --- -e-.: , i/ - Ci9__Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' 1.- cf U .,/:7 01,-- Q ' [inspector: Date: 1 )/� ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt ` •.: e: e..l. .�.._..,... ...�f•,_..--- . . .......io-MAL' ��'d'�.. .,.Soli{ AID.3'it'i liaaSIA42t1"1kket jf114..L.0 r,... a..=.� INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 7 (206) 431 -3670 ro ect: 76._7'% overlie y.,�- ! . �3 ype o nspectwn: .l�,% W ,WY Addre Date Called: Special Instructions: )1 11 '' i (vvJ � 14-0/7 Date Wanted: % 379 ' am. .. Requester: , � t/ Phone No,: ❑ Approved per applicable codes, ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit NSPEC1I0N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (46) 431-3670 • roject: 1, l,,e A NW= lid P it 0 ype o nspect on: aryl Date Wanted: / ....,...-- - am. .m. lailingliffir.drAlgitilifil Special Instructions: , ---) , _c,t„ I) : (3 ej Requester: -- , graveniai Phone No.: Approved per applicable codes. COMMENTS: • 0 Corrections required prior to approval. r d if L 164-0 2 c1- • 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: • 7 YLr • ail ✓..,`:. fi ;:.. .i R.` ".... ..,... [';S.ii...... INSPECTION RECORD Retain a copy with permit `SP C710` `0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd,, #100, Tukwila, WA 98188 rr (206) 431 -3670 ro ect: /Aa' ype o ns Address. / r A 1.1,, , Date Called: q y Special Instructions: /''''.3r2 ` Date Wanted: Requester: /74, t Lo Lat'cai Phone No,: 74—/ rie ❑ Approved per applicable codes. COMMENTS: ' ❑ Corrections required prior to approval. (e-r-, a / JcE ❑ $30. ' ' REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • "�. 1? ti! ", .- ....;o- ��+;+», ��?7' ;'�,.',''��tt— `.�n�`�'�'•'''� �,i «� a „7"-r67:17.$77',. ^ir•;i '''./''+OrIt7Y:: City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No . a>y -O3 ?a.. Project Name Nah4 e- - a, ►, p vy "biot, f Address f I n rgv d i! / - a Suite # )C Retain current inspection schedule Needs shift inspection ). Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Sig ature FINALAPP.FRM i � O xq.ss1J 513 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57541439 -"- - 8055 & MAYES April 25, 1995 RECEIVED TESTING ENGINEERS, INC. City of Tukwila Building Division 6200 Southcenter Boulevard Tukwila, WA 98188 Attn: Mr. Duane Griffin Re: Home Innovations 1180 Andover Park West Tukwila, WA Gentlemen, Perm This is to inform you that registered special inspections have been completed as per our reports, copies of which have been sent you. All work inspected was either performed in accordance with, or corrected to city approved drawings, or engineer approved changes. Special inspection was provided for: Reinforced Concrete Structural Steel/Welding #1'fi 1/755 OEVE LOPMENrr for this project conform to, the We trust that this provides you with the information which you require. Should you have any questions give us a call. Respectfully Submitted, BOSS & MAYES TESTING ENGINEERS Michael S. Dolder, P.E. General Manager MSD :cmm 917 -134th St. S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 • FAX (206) 745 -1737 /ite-MQ So,Ai rftx, ANNSTf1OM MOBILE WELDING 25514 2120, PI 5.E. Maple Volley WASH ¶%$038 TOWNLEY 0. ANSTROM Expires; 01JAN96oANS 40 6538 25614 212TH PL SE MAPLE VALLEY WA 9803$ April 19, 1995 19710 • 144th Avenue Northeast Woodinville, Washington 98072 Telephone: 483 -6666 or 454 -3929 Foushee and Associates, Inc. P.O. Box 3767 Bellevue, WA 98009 ATIN: Robert Guymer RE: Job# B94 -0372 Dear Sir: The above referenced job, at 1180 Andover Park West, Tukwila, WA, is a specification #NS4. This is a class "B" roof assembly. Please see enclosed Malarkey spec sheet. Sincerely, C. ent Stanley Vice President 4Pia �tarr BUILT UP ROOFING SPECIFICATIONS NS4 FIBRATED EMULSION CLASS "B" - Up to 1/2" slope in 12" *CLASS "A" - Up to /2" slope in 12" with POLYISOCYANURATE PREMIUM 1 SBS BASE SHEET NO. 501 PREMIUM 1 PLY SHEET NO. 500 EMULSION SURFACING OR ALUMINUM SURFACING ALL ZONES Materials Per 100 Square Feet Rosin Sheathing Paper Of required) 1 ply 5 lbs. 'Approved Roof Insulation Required Premium 1 Fiberglass SBS Base Sheet No. 501 1 ply 30 lbs. Premium 1 Fiberglass Ply Sheet No. 500 3 plies 27 lbs. Asphalt 75 lbs. Fibrated Emulsion No. 751 3 gals. 24 lbs. or Fibrated Aluminum No. 726 2 gals. 18 lbs. Non - Fibrated Emulsion (min) 4 gals. 32 lbs. Malarkey recommends the use of its High Performance Premium Polyglass® Cap Sheet No. 601 as a base flashing material. General requirements and specifications are applicable as part of this specification. Malarkey approves No. 506 Ply Sheet to be substituted for No. 500 Ply Sheet. 4.01 APPLICATION /INSTALLATION A. Flashings: General 1. Shall be applied as per manufacturer's specifi- cations. 2 . Extend roofing membrane 2 inches or more above all cants. 3. All vertical surfaces shall be canted. 4 , Nail or cement to the deck. B. Vertical Flashings: 1. Shall be minimum of 8 inches above insulation or roof membrane. (See SMACNA detail #113). 2 . Provide for nailing to the top surfaces of all curbs. 3. Install or mechanically fasten nailing surfaces (treated wood /nailer strips) flush with surface. C. Cants: 1. Shall be installed at all vertical roof intersections. 2 . Shall be approximately 4 inches in horizontal and 4 inches in vertical dimension. 3, The face of the cant shall have an incline of not more than 45° with the roof. 4 . Install on top of roof deck with nails or screws. D. Projections /Extensions: 1. Install all projections and extensions through the roof deck prior to installation of roof system. 2 . Projections shall be constructed not less than 18 inches from the intersection of the cant and roof deck. 1 ',tAL.Eihf E. Metal Flanges /Gravel Stops /Eave Strips: 1, Prime both sides of all metal flanges to receive roofing with one gallon of asphaltic primer per 100 square feet of roof area and allow to dry thoroughly. 2 . Set metal in mastic and nail 4 inches on center to wood nailers or insulation stops. 3. All stacks shall have art 8 Inch minimum height metal flashing sleeve. 4.02 PREPARATION & USE OF MATERIALS & EQUIPMENT A. Asphalt Temperatures: 1. The asphalt shall be heated in accordance with EVT (Equiviscous Temperature) standards and applied within the temperature range (EVT t 25 °F). 2 .1f using Malarkey SEBS asphalt it shall not be ap- plied at temperatures below 450 °F at point of application, 3. At air temperatures below 36 °F, it is required that supply lines be insulated minimizing temperature drop from the kettle or tanker to the point of appli- cation. 4.03 ROOF INSULATION A. General: 1. Insulation shall be laid parallel with eaves. 2. Insulation boards shall be laid in an ashlar pat- tern (cross pattern), joints staggered with the joints between the long dimension of the boards continuous. 2.11 J ULTOIA BLOCK° \r-c-JPI" C FIRE IN HIGH OCCUPANCY BUILDINGS IS et4 v1 ONE OF THE MOST DREADED SITUATIONS TODAY. 0 31 �, FIRE SAFETY IS DEFINITELY A MAJOR FACTOR. r E0) 0 CD c >, o ALTHOUGH MOST BUILDING AND FIRE CODES PRESENTLY REQUIRE EXPANSION X JOINTS TO HAVE THE SAME FIRE RATING AS THE ADJACENT FIRE RATED CON - x c STRUCTION, VERY LITTLE ATTENTION HAS BEEN GIVEN TO THIS REQUIREMENT. A o a Virtually everytop quality elastomeric sealant and backer rod used in expansion joints today will cp m Iii disintegrate in fire conditions in less than 10 minutes, therebycreating a void in fire rated walls a 1) o and floors through which flame, smoke and toxic fumes can rapidly pass. It is a well established m ir. "" fact that most victims of fire succumb because of smoke and toxic fumes rather than the fire Po N itself. o .0 ULTRA BLOCK® is a new patented FIRE BLOCKING backer material that enables many of ° A these SAME top quality elastomeric sealants from a number of major sealant manufacturers to co 5 have A TWO HOUR FIRE AND TEMPERATURE RATING IN EXPANSION JOINTS WHEN (0 n USED IN COMBINATION WITH EACH OTHER IN ULTRA BLOCK° SYSTEMS. The ULTRA t. BLOCK° contains the fire, and the sealant on the cold side contains the smoke and toxic fumes. This enables a safe and orderly evacuation of the surrounding areas. U.S. PATENT 4,756,945 and APPLICATIONS ($a) c co -a) d U Zr) T,p O U (7) 0 2 It U ca a 0 ict 0 THE GOAL OF ULTRA BLOCK° SYSTEMS IS TO SAVE HUMAN LIVES. ULTRA BLOCK° CONSTRUCTION: THICKNESS BRM•1 WIDTH -40-1 CLASSIFIED CENTERING GROOVE TEXTILE GLASS FIBERS (WITH UNEXPANDED VERMICULITE) BLACK MATT FACE WITH CONTINUOUS WHITE PRINTING) s4uior uoisuedx3 .io3 swa}sAS 6uNoo18 a u • SUGGESTED USAGE • PRISON EXPANSION JOINTS PROPERTIES: • UNIQUE • INCOMBUSTIBLE • U.L. CLASSIFIED CLASSIFIED • EASE OF APPLICATION • COMPATIBLE • HIGHLY RESILIENT ULTRA BLOCK° SYSTEMS should be used in nigh rise`ZSfflce buildings, hospitals, schools, hotels, prisons, enclosed sports arenas, airport terminals, shopping malls, nursing homes, man- ufacturing plants, precast and prestressed concrete structures, parking garages, warehouses, chemical plants, elevator shafts, and others to comply with existing building and fire codes. ULTRA BLOCK° SYSTEMS will effectively contain fire, smoke and toxic fumes within a given area surrounded by firewalis for a 2 hour period, thereby enabling a safe and orderly evacuation of the surrounding areas after the affected area is evacuated. ULTRA BLOCK° SYSTEMS will not adversely affect most contraband control barriers. ULTRA BLOCK° contains a mineral that EXPANDS when subjected to sufficient heat. In fire conditions, this expansion pushes the ULTRA BLOCK° against the sidewalis of the expansion joint, thereby creating a positive fire block. ULTRA BLOCK° has a FLAME SPREAD of 10 and a SMOKE DEVELOPED of 5 when compared with cement board of 0 and kiln dried red oak of 100: ULTRA BLOCK° SYSTEMS for use in expansion joints have been successfully tested and classi- fied for a two (2) hour Fire (F) and Temperature (T) Rating at Underwriters Laboratories, Inc., in Northbrook, Illinois. These Systems are a combination of ULTRA BLOCK° (to contain the fire) and a high quality elastomeric sealant (to contain the passage of smoke and toxic fumes on the "non - fire" or the "cold" side). All tests were conducted under the standards of ASTM E 119, U.L. 263.3/4" joints were tested. Twenty top quality sealant materials from a number of major sealant manufacturers were utilized in the fire tests. Every sealant tested in conjunction with ULTRA BLOCK/' passed both the FIRE AND TEMPERATURE (F & T) requirements. Only sealant materials that have successfully passed a 2 hour Fire (F) and Temperature (T) test when tested in conjunction with ULTRA BLOCK!' and meeting the standards of ASTM E 119, U.L. 263 should be used in ULTRA BLOCK° SYSTEMS. THE SEALANT SHOULD BE INSTALLED PER SEALANT MANUFACTURER'S RECOMMENDATIONS. ULTRA BLOCK° SYSTEMS are classified for usage In EXPANSION JOINTS In structures, and may be used In vertical or horizontal as well as exterior or interior joints subject to configurations tested. These ULTRA BLOCK° SYSTEMS will be listed in the next Issue of Underwriters Lab- oratories, Inc., "FIRE RESISTANCE DIRECTORY" in early 1990. The File N umber is R- 13729. Floor and ceiling designs will be listed under Group J -900 and wall and partition designs will be listed under Group U -900. These designs will be shown as Configuration #1 and Configuration #2, whichever is applicable. (See installation procedures.) Modern structures are classified by occupancy rate in virtually all building codes. MOST CODES REQUIRE A 2 HOUR FIRE AND TEMPERATURE RATING. Utilization of the ULTRA BLOCK° EXPANSION JOINT SYSTEMS enable the expansion joints to comply with this requirement. SPECIFICATION COMPLIANCE: U/L 263 ASTM E -119 NEW YORK CITY M.E.A. U/L 723 ASTM E -84 U/L 1479 ASTM E -814 ASTM E -90 ASTM C -423 NFPA -251 NFPA -255 UBC 42 -1 ULTRA BLOCK° is PRE -SLIT to various widths, and GROOVED longitudinally in the center of the width, This GROOVE functions asa CENTERING METHOD so that ULTRA BLOCK° is easily FOLDED IN HALF ALONG THE GROOVE with the GROOVE TO THE INSIDE OF THE FOLDED MATERIAL and the WHITE PRINTING ON THE OUTSIDE and inserted into the expansion Joint to the proper depth, so that the EDGES ARE EVENLY ALIGNED WITH EACH OTHER, THERE- BY PRESENTING AUNIFORMLY EVEN SURFACE onto which the sealant is applied. The printed fiberglass matt facing provides a surface on both sides when folded that allows easy insertion of the ULTRA BLOCK° Into the expansion joint without adversely affecting the joint sidewalls. The simplicity of the application is EXTREMELY LABOR SAVING. ULTRA BLOCK° is compatible with MOST elastomeric sealants. When the sealant is properly in- stalled, any three -sided adhesion that may occur does not adversely affect the elastomeric properties of the sealant. WARNING: Some self - leveling sealants have such low viscosity that the sealant may penetrate the ULTRA BLOCK °. It Is recommended that a test application be made to determine that the ULTRA BLOCK° is NOT penetrated by the sealant, which could cause failure of the application. ULTRA BLOCK° installed under recommended compression will adjust to reasonable Joint width irregularities thereby providing a positive block to passage of fire. The elastomeric sealant on the "non- fire" or "cold" side of the firewall prevents passage of smoke and toxic fumes. (It • ACOUSTICAL ULTRA BL K° is very efficient acoustically, having a noise reduction coefficient (NRC) of .75 and sound transmission coefficient of 5. • ECONOMICAL Usage of ULTRA BLOCK° SYSTEMS using conventional elastomeric sealants is extremely cost effective. • INORGANIC ULTRA BLOCK° will not support insect or rodent life of any kind. It also is chemically inert and will not adversely affect either the sealants involved or the adjacent sidewalls. " o • PERMANENT ULTRA BLOCK° will not rot, mold or mildew. • NON-GASSING ULTRA BLOCK° consists of Non- hygroscopic textile glass fibers, a fiberglass facing, and un- expanded vermiculite. Sinr.o no closed cellular structure exists, potential sealant failures due to "but- gassing" are eliminat'id. SEALANTS CAN CURE EVENLY FROM BOTH SIDES. INSTALLATION PROCEDURES FOR ULTRA BLOCK® SYSTEMS CONFIGURATIONS 1 AND 2 Configuration #1 8" WIDE ULTRA GROOVE BLOCK° PRINTED SIDE EXPANSION JOINT INSERTING TOOL • Configuration #2 2" WIDE ULTRA BLOCK' STEP 1 CLASSIFIED GROOVE PRINTED SIDE BUILDING PANELS NN EXPANSION JOINT 2" WIDE ULTRA BLOCK° 8" WIDE ULTRA BLOCK° FOLDED TO 3" , 4-- PRINTED SIDE 2" WIDE ULTRA BLOCK' FOLDED to 1" GROOVE INSERTING TOOL PRINTED SIDE EXPANSION JOINT 2" WIDE ULTRA BLOCK° FOLDED to 1" PRINTED SIDE INSERTING TOOL SEALANT SEALANT STEP 3 ULTRA BLOCK` BUILDING PANELS PRINTED SIDE PRINTED SIOE GROOVE EXPANSION JOINT �--- GROOVE EXPANSION JOINT SEALANT GROOVE PRINTED SIDE • LABELING The name ULTRA BLOCK is labeled continuously on the ing of the product in white printing for ease of identification. • FREIGHT (National Motor Freight Classification) DESCRIPTION NMFC -Item 103305 -fire blocking orsound attenuation material consisting of textile glass fibers and unexpanded vermiculite in sheet form, cut, grooved or bent. PACKAGING FLAT DESIGN LINEAL FEET LINEAL FEET COLOR STANDARD JOINT OF 2" WIDE OF 6" WIDE OF THICKNESS WIDTH PER BAG PER BAG BAG %" X 70' Up to 1/2" 1260' 420' ORANGE ' /2" X 60' Up to 3/4" 1080' 360' YELLOW 3/," X 40' Up to 1" 720' 240' GREEN 1" X 30' Up to 11/2" 540' 180' BLUE Contact us for thicker material ALL ABOVE THICKNESSES ARE PACKAGED IN APPROXIMATELY 36" BAGS. THE ROLLS ARE APPROXIMATELY 18" IN DIAMETER AND WEIGH APPROXIMATELY 35 LBS. EACH. THUS, EACH BAG CONTAINS 36" WIDTH OF MATERIAL (18 ROLLS OF 2" WIDE, OR 6 ROLLS OF 6" WIDE, ETC.). OTHER WIDTHS WILL BE SHIPPED IN 36" BAGS EVEN THOUGH THE MATERIAL MAY BE LESS THAN 36 ". (EXAMPLE: 10 ROLLS OF 31/2" WIDE.) SUGGESTED SPECIFICATION: EXPANSION JOINT SYSTEMS Expansion joints shall have a 2 Hour Fire and Temperature Rating. Unless otherwise specified for a specific area, only systems tested per ASTM E -119 standards, complying with Underwriters Laboratories U/L -263, Designs J -900 and Designs U -900 and classified as 2 Hour FIRE and TEMPERATURE RATED are approved. ULTRA BLOCK° SYSTEMS, using such classified sealants, shall be used in both Configuration #1 and Configuration #2 whichever is applicable. Reference U.L. File #13729. Sealant Name Sealant Manufacturer This is a performance specification. Bidders will be required to furnish technical data and Underwriters Laboratories reports for "or equal" approval. CAUTION: This processed continuous filament textile glass fiber product may cause skin, eye and respiratory irritation. When handling and /or applying ULTRA BLOCK ®: • Wear long sleeves, gloves and cap. • Wear eye protection (goggles, safety glasses or face mask). • A NIOSH /MSHA approved dust respirator, such as 3M model #8710 or #9900, or equivalent, should be used. After handling and /or applying ULTRA BLOCK ®: • Bathe with soap and warm water. • Wash work clothes separately and rinse washer after use. For additional product safety information, including dust respirator data and Material Safety Data SHeets (MSDS) call (303) 295 -2170. THIS PRODUCT CONTAINS: Fibrous glass dust; Kaolin; Antimony oxide; Aluminum oxide; Phenol, polymer with formaldehyde, reaction products with hoxamethylene tetramine; Chloro alkanes. Because we have no control over the varied conditions in which our products may be used, we do not guarantee the adaptability or accuracy of this information in any given situation. Our products are sold without warranty, either expressed or implied, and Buyer assumes all responsibility for any reason arising from the handling or usage of our products, whether done in accordance with directions or not. All statements are made in good faith for information only and are not intended to infringe on any patent by their usage. MANUFACTURED IN THE U.S.A. BY BACKER ROD MFG. & SUPPLY CO. INC. 2401 E. 40TH AVE., DENVER, COLO. 80205-3596 U.S.A. MARKETED BY: PLATEAU SUPPLY COMPANY, 2401 E. 40TH AVE., DENVER, COLO. 80205 -3596, U.S.A. (303) 295 -2170; U.S.A. 1- 800 - 553 -3626 CALL US FOR THE NAMES AND LOCATIONS OF THE NEAREST STOCKING DISTRIBUTORS. 10 -89 ,ot CITY OF TUKWILA Address: 1180 ANDOVER Pt W Permit No: 894-0372 Suite: Tenant: HOME INNOVATIONS, INC. Status: ISSUED Type: 8-BUILD Applied: 10/24/1994 Parcel #: 352304-9085 Issued: 01/31/1995 14411414*****44***k*********kk******Ak***kkk*kpk***kk****11***k*kkk*Ak**AkkkklikA Permit Conditions: 1. No changes will be made to,,the 'plans .On less approved by the Architect or Engineer :and the Tukwila'Buildpig Division. 2. All mechanical work, shall be under separate permit. issued by the City of Tul5Wtia, SEE41REC,NOTES TO APPROVED PLANS. '3. Electrical perOts shallbeobtain'ed through the Washington State DivisAO6 of Labor and Industries and all electrical work will4e-AnspeCted by that agency '(248-6630.! 4. Al 1 permttS, Inspection records, and approved plans shall be availabje/at-the job site prior to the start of any con- structlon. These documents are to be maintained an'aeaiL-... able until final inspection approval is granted. , 5. All structural concrete ,Shall be special inspected (Uge.t Sec. 206(a)1). 6. AllistruCtural welding shall be done by W.A.B.O. certified . welders and -Special inspected (UBC'- Sec. 306(a)5). 7. Whenspecial inspe6t,ion istrequiredeither the owner,' ' archytect or engineer shall :notifitheiTukwila Building' Division of appointment'of:the inspection agencies pr'ior—o. the first building inapection. Copies of 01 special, inspection reOrts, shall' be submitted to the Building Div1SIon In a timely -manner. Rep,orts::sha-11-,,contain address, proleot,rame, permit number and type of inspection be ing perOffned.2:,, 8. The special insector shall submit ' a.final, signed repor.t- statfkg\whether the work requiring SpecfalCinspection Was, to the best of the-pispector's knowledge, in conformance Pfo with approved plans and specifi4tion.i-,a0dtheapplipable, workmanship provis-ions .of the UBC. , o', ,25 or less, arld inate0al shall bear , identi 9. Readily access tble, access ,to roof mounted , equipment A s required. 10.Anyexposedinsulationsbackingmaterialshailhave0fame Spread Rating f fication showing the fire performance rating t,her0f. 11. A statement from the roofing contractor' verifying fire retardant class of roof'WIAL-be,requyred prior to final inspection (see attached 'procedu,re, 12. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1991 Edition) as amended, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1994 Edition). 13. 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 of, any violation of any of the provisions 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. 14. All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. 15. There shall be no occupancy of the buildino(s) until the TUKWILA BUILDING DIVISION NOTES PROVISIONS OF WASHINGTON STATE NONRESIDENTIAL ENERGY CODE NOTE TO BUILDING CONTRACTOR: UNDER THE REQUIREMENTS OF THE WASHINGTON STATE NONRESIDENTIAL ENERGY CODE THIS WAREHOUSE ADDITION HAS BEEN CLASSIFIED AS "SEMI- HEATED" SPACE. CONSEQUENTLY, MINIMUM INSULATION REQUIREMENTS ARE EITHER THE INSTALLATION OF R -9 INSULATION INSTALLED ENTIRELY OUTSIDE OF THE ROOF STRUCTURE, OR R -11 INSULATION INSTALLED INSIDE OR WITHIN A WOOD ROOF STRUCTURE. NOTE TO MECHANICAL INSTALLER: MAXIMUM INSTALLED HEATING EQUIPMENT OUTPUT FOR THIS ADDITION SHALL BE = 20,000 SF X 8 Btu/ (hr sf) = 160,000 Btu. HEATING SHALL BE CONTROLLED BY A THERMOSTAT MOUNTED NOT LOWER THAN THE HEATING UNIT AND CAPABLE OF PREVENTING HEATING ABOVE 44 DEGREES F. SPACE TEMPERATURE. A SEPARATE MECHANICAL PERMIT IS REQUIRED FOR HATING EQUIPMENT INSTALLATION. NOTE TO ELECTRICAL INSTALLER: UNIT LIGHTING POWER ALLOWANCE FOR WAREHOUSE USE IS 0.50 WATTS /SF X 20,000 SF = 10,000 WATTS TOTAL FOR INTERIOR LIGHTING. NUMBER AND TYPE OF LIGHT FIXTURES SHALL BE AS LISTED ON ATTACHED LIGHTING SUMMARY SHEET. LIGHTING CONTROLS WHETHER ONE OR MORE SHALL BE CAPABLE OF TURNING OFF ALL LIGHTS WITHIN THE SPACE. THE CONTROLS SHALL BE READILY ACCESSIBLE, AT THE POINT OF ENTRY /EXIT, TO PERSONNEL OCCUPYING OR USING THE SPACE. LIGHTING CONTROLS MAY BE CENTRALIZED IN REMOTE LOCATIONS FOR SPACES WHICH MUST BE USED AS A WHOLE. EXTERIOR LIGHTING POWER ALLOWANCE FOR THE WAREHOUSE ADDITION IS 577 LF X 7.5 WATTS / LF = 4327 WATTS TOTAL FOR BUILDING EXTERIOR LIGHTING. NUMBER AND TYPE OF LIGHT FIXTURES SHALL BE AS LISTED ON ATTACHED LIGHTING SUMMARY SHEET. EXTERIOR LIGHTING NOT INTENDED FOR 24 -HOUR CONTINUOUS USE SHALL BE AUTOMATICALLY SWITCHED BY TIMER, PHOTOCELL OR A COMBINATION OF TIMER AND PHOTOCELL. AUTOMATIC TIME SWITCHES SHALL ALSO HAVE PROGRAM BACK -UP CAPABILITIES, WHICH PREVENT THE LOSS OF PROGRAM AND TIME SETTINGS FOR AT LEAST 10 HOURS, IF POWER IS INTERRUPTED. 1 1994 Washin + ^n State Nonresidential Ener Cod ^om•Iiance Form Lighting Summary. 1994 Washington State Nonresidential Energy Code Compliance Forms • LTG -SUM. April. 1994 Project Info .44 Project Address OMB Z1.1tJtJkl,�►T'i0►�S/ ��G I Date -/ I9gLi-- 11 Bo A-Nir.. i - rPa.� For Building Department Use RECEIVED CITY OF 0 C T 2 4 1994 PERMIT CENTER U �� Lou Applicant Name: ILL - 2 r�) v c ETre> no ihco Applicant Address: 1x -lob . N11teC.;r:L 1SLP Df t Applicant Phone: 2s.L_,.-7S..0U Open Parking LProject Descri ption ❑ New Building .Addition ❑ Alteration Compliance Option .Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60 % of the fixtures are new, and installed lighting wattage Is not being increased Maximum Allowed Lightin>; Wattage (Interior Location (floor /room no.) Occupancy Description Allowed Watts per ft2** Area in ft2 . Allowed x Area ADDITint.� Lou C5. S 201 Don 111 OO b Open Parking 0.2 W /ft2 Outdoor Areas 0.2 W /ft' Bldg. (by facade) 0.25 W /ft2 4 Z Bldg. (by perim) At ► + C Ll) I. 7.5 WA( 57 ` Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts 11 2,7 '. From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts i p, ()pc, Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 14'd-- .. 141 -T , "Ns- Ctob -5At. -271 4t -i 16 �.. - •o Open Parking 0.2 W /ft2 Outdoor Areas 0.2 W /ft' Bldg. (by facade) 0.25 W /ft2 4 Z Bldg. (by perim) At ► + C Ll) I. 7.5 WA( 57 ` Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts 11 2,7 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts (b. Lt.p n Maximum Allowed Lighting Wattage (Exterior Location Description Allowed Watts per ft2 or per if Area in ft2 (or If for perimeter) Allowed Watts x ft2 (or x If) Covered Parking 14t -Tpi< 711/4141 -2S5 -7-77 wat- i- P At,A< 0.2 W/ft O 1 GED Open Parking 0.2 W /ft2 Outdoor Areas 0.2 W /ft' Bldg. (by facade) 0.25 W /ft2 4 Z Bldg. (by perim) At ► + C Ll) I. 7.5 WA( 57 ` Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts 11 2,7 Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed exT, WA .t-5 14t -Tpi< 711/4141 -2S5 -7-77 wat- i- P At,A< O 1 GED Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1, S-O 0 1994 Washin ton State Nonresidential Ener Code Com.Iiance Form Lighting Summary ; ck) LTG -S U M 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 Prescriptive Spaces Occupancy ,rsWarehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Lighting Fixtures: El Check here if at least 95% of fixtures in the space meet all four criteria: Note: It occupancy type is "Other" and fixture answer ia,checl•,ed, the'number of fixtures in the space is not limited by Codo. Clearly indicate these spaces on plans. If not 1.2 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and qualified, do LPA Calculations. Atria (atriums) 4, Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Use LPA' (W1ft2) use' LPA2 enntt') Painting, welding, carpentry, machine shops 2.3 Police and fire stations° 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet /conference /exhibition hall'•' 2 Assembly spaces °, auditoriums, gymnasia °, theaters 1 Laboratories 2 Process • ants 1 Aircraft repair hangars 1.5 Restaurants/bars° 1 Cafeterias, fast food establishments° 1.5 Retail At0 1 Factories, workshops, handling areas 1.5 Retail B10, Retail banking 1.5 Gas stations, auto repair shops° 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses" sto .. a areas 0.5 Libraries° 1.5 Aircraft storage hangars 0.4 Nursing homes 1.5 1.5 Parking garars s.. S. 1532 Wholesale stores (pallet rack shelving) Mall concourses 1.4 Plans Submitted tor Common Areas Only Schools buildin•s, school classrooms, da care centers 1.35 Common area, corridors, lobbies exc- •t mall concourse 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) °•r•" 1.2 . Footnotes for Table 15 -1 I. In cases in which a use is not mentioned specifically. the Unit Power Allowance shall be determined by the building official, This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 3 The watts per square toot may be increased. by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square toot of room may be increased by two percent per tbot of ceiling height above twelve feet. 4. For all other spaces. such as seating and common areas. use the llnit Light Power Allowance For assembly. 5. Watts per square foot ol'room may be increased by two percent per toot of ceiling height above nine feel. 6. Includes pump arca under canopy. 7. In cases in which a lighting plan is submitted for only a portion ofa floor. a Unit Lighting Power Allowance of 1.35 may be used for usable office floor arca and 0.80 watts per square loot shall be used for the common areas. which may include elevator space. lobby area and rest rooms. Common areas. as herein defined do not include mall concourses. 8. For thc lire engine room, the Unit Lighting Power Allowance is 1.0 watts per square tbot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court arca is 2.6 watts per square foot. 10. For both Retail A and Retail B. light lbr free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and I-IID merchandise display illuminaries arc exempt. Retail 13 allows a Unit Lighting Power Allowance of 1.5 watts per square tbot. including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan. indicating rack location and height. is submitted. the square footage for a warehouse may be defined. for computing thc interior Unit Lighting Power Allowance. as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covcrcd by racks. ALLOWABLE AREA SUMMARY FOR HOME INOVATIONS WAREHOUSE ADDITION. PER SITE DEVELOPMENT DATA ON SHEET A -2: TOTAL EXISTING BUILDING AREA = 63,373 SF FOR A TYPE VN, SPRINKLERED BUILDING HOUSING A GROUP B, DIVISION 2 OCCUPANCY: ALLOWABLE AREA CALCULATIONS: FOR THE EXISTING BUILDING, BASIC ALLOWABLE AREA = 8,000 SF INCREASE FOR SEPARATION ON THREE SIDES (LARGEST INC) (55' -20') X 2.5% = 87.5% INCREASE ALLOWED WHICH = 7,000 SF SUBTOTAL 15,000 SF INCREASE FOR AUTO SPRINKLER SYSTEM THROUGHOUT X 3 TOTAL ALLOWABLE AREA (INCLUDING ALL INCREASES) 45,000 SF EXISTING AREA = 63, 373 SF - 45,000 SF = 18,373 SF OVER THE ALLOWABLE ASSUMING THE EXISTING BUILDING COULD QUALIFY AS A TYPE III -N CONSTRUCTION, THEN THE ALLOWABLE AREA CALCULATIONS ARE: BASIC ALLOWABLE AREA 12,000 INCREASE FOR SEPARATION 3 -SIDES = 87.5 % WHICH = 10,500 SF SUBTOTAL 22, 500 SF INCREASE FOR AUTO SPRINKLER SYSTEM THROUGHOUT X3 TOTAL ALLOWABLE AREA INCLUDING INCREASES 67,500 SF EXISTING BUILDING AREA = 63,373 SF ALLOWABLE 67,500 SF O.K. PAGE 2 IF THE RESULTING BUILDING (EXISTING + ADDITION) QUALIFIES AS A TYPE III -N CONSTRUCTION, THEN THE FOLLOWING ALLOWABLE AREA CALCS. ARE APPLICABLE. BASIC ALLOWABLE AREA SF INCREASE FOR SEPARATION ON THREE SIDES (this will give largest increase) (53.5' - 20') x 25% = 83.75 % INCREASE WHICH EQUALS 10,050 SF SUBTOTAL 22,050 SF INCREASE FOR AUTO SPRINKLERS THROUGHOUT X3 TOTAL ALLOWABLE AREA FOR RESULTING BUILDING 66,150 SF PROPOSED NEW BUILDING = 83,373 SF - 66,150 SF = 17,223 SF OVER ALLOWABLE AREA. N.G. Post•It°routInp request pad 7884 ww ROUTING - REQUEST Please Q READ Tot 1.Jf!$c& ❑ HANDLE ❑ APPROVE and , Q° v ❑ RETURN ❑ KEEP OR DISCARD ❑ REVIEW WITH ME Date From `I��N-' Is aci 74. Z$4 q) tri ,Z• ( dtoninnemewomMIMMOMM,~0...insmosima71■1•41C-- if .., cc' cs- 7%, 4,, < % c-0 N■ / :D- P ‘3) '‘)) S TO N E.WAY 94- 0..)-t -- (4-c) rtt s I:'es, ni o6•4 rr u..l M*:0E trEti.7 ,)AN 2 5 1995 CO NC R E T OU3HEE & Assoc • Foushee & Associates Home Innovations DES!GN REVIEW These dcourrtTt:; MVO'? baa' prepsred by spacialty onginoers fut •,;'•rx i.+ b. 1,4clu to with or att;:chod to work da:,!,(.t•.td ;t ;; :'•i i L..;t CONSULTING • ENGII•I F'r;S. b ::: rvvioA%ed only for g'ert.`•r8I ccniort'tl,: t:o t:i the d:r..iign Cor:copt and/or 'it;r htt.6 :fat:t+ i :n ‘14,,;c d‘1J4Hari by 3HUTLZR CONSULTING .tililil::::t:S. tirlll•1'L::R CONSULTING ENGINL"EF:S wcc:pt; rc punsibility for the design shown In thtwa dacuments. 0y �� % % : i Date • /. tr1 Engineer's Copy SE A T T 1. E R 'ACCOUNTING, 9125 ,10TH AVENUE SOUTH RECEIVED CITY OF TUKWILA MAR 0 1 1995 PERMIT CENTER RECEIVED JAN 31 1995 SHUTLEFi CONSULTING ENGRS. 'CONFORMS TO DESIGN CONCEPT CONFORM /„ TO DESIGN CONCEPT WITH REVISIONS AS SHOWN CD NON- CONFORMING REVISE & RESUBMIT THIS DOCUMENT HAS BEER REVIEWED 'FOR GENERA. CONFOR- MANCE WITH DESIGN CONCEPT ONLY AND DOES NOT RELIEVE THE SUBCOIDRACTOR, FABRICATOR OR SUPPLIER OF RESPONS IBIUiY FOR COIJFORMIWCE WITH DESIGN DWIWINGS AND SPECIFIC)... T1oNS ALL OF WHICH HAVEPRIORAY OVER THIS DOCUMENT I3O. FO S EE & ASSOCIATES CO., INC Prepared by: Gary Berg Sales RepresentatR , ° Ro p'ILA 1-',A (11 1995 A JrED EN T O N T U .SEATILEt 1NA98108! A 2061762.2566. FAX: 763.4178; STONEWAY CONCRETE Project: Home Innovations. • Contractor: Foushee and Assoc. Monday, January 23, 1995 Gentlemen: In accordance with your request are submitting the following mix design(s) for the above project; Mix #3752 - 2500 PSI Concrete for Footings Mix #4352 - 4000 PSI Concrete for Interior Slab on Grade Mix #4353 - 3000 PSI Concrete for Exterior Sitework Mix #4852- 4000 PSI Concrete for Tilt Panels Mix #9002 - 4000 PSI Concrete for Non Shrink Grout A concrete statistical analysis report for concrete, based on mix design performance in the field, is included for your review, along with mix design proportions. This report is in accordance with ACI 318 -83 specifications, ASTM C- 94 -86a, Section 14.4, the Standard Specification for Ready Mixed Concrete states, "When the stren th of concrete is used as a basis for acceptance, the manufacturer shall be entitled to copies of all test reports," In accordance with this specification, approval of these mix designs carries with it Stoneway Concrete's inclusion on the distribution list for all concrete test reports. Please contact me if additional information is required. Sincerely, STONEW Y CONCRETE Xi AL—#6"-`—' Michael Gardner Quality Control Manager SE A T T L E • R EN TO N T UK W IL A • • ACCOUNTING: 9125 ' 10TH AVENUE'SOUTH.: ''; SEATTLE, WA 98108 ;,, '.. ` (206) 762.2566. FAX 763/4178 • 4 3752 [ � , ri,: sr, ���.-„ y; �;;,t,;., qi„,... rhw;; r�gya., s4, �.,. r" i7 ;"��';4.':';5:j?',• ".? '•" STON E WAY CONCRETE CONCRETE MIX DESIGN 2500 PSI CONTRACTOR : Foushee & Associates PROJECT : Home Innovations CONSTRUCTION TYPE : Footings WEIGHTS PER CUBIC YARD (SATURATED, SURFACE -DRY) YIELD, CU FT Ashgrove Type '.I- II,•LB 350 1.78 Flyash, LB 65 0.46 Concrete Sand, LB 1510 9.03 7/8 ", LB 1940 11.51. WATER, LB (GAL -US) 250 ( 30.0) 4.01 AIR ENTRAINMENT, % 1.5 0.41 WRDA -64 3oz. /100cwt., OZ WATER /CEMENT RATIO, LBS /LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF PREP5RiED7B Y Michael Gardner L 12.5 0.60 4.00 151.3 R E 114. Ti 0 TOTAL 27.20 N T U K W 01/23/95 . :�1'�;''r,'; i,•t.; .t; fir: �. .i��.�'. ��';1 .� �•.1 i��f.: ••1: ::1� " +': �: t:•ti'% 1'i •, ;ti. ACCOUNTING; 9125.10TH AVENUE SOUTH;• '; • , SEATTLE, WA 9810.. /A11•GV�t11/�Ll1A %AV .7': .'iir:eri.• .... w ' ' (206) 762.2566: ' FAX 763. 4178' , Stoneway Concrete Co. 1915 Maple Valley Hwy. Renton, WA 98055 U.S.A. (206) 226 - 1000 ACI 214 Summary of 3752 ( 2500 psi) ACI 214 SUMMARY Statistical Strength Summary Average strength based on 30 tests 3853 psi Overall Standard Deviation • 542 psi Control is Good Overall coefficient of variation 14.07 % Overall within -test coefficient of variation 2.63 % Control is Excellent Chance of strength falling below 2500 psi : 0.6 % Chance of strength falling below 2000 psi - Chance of "Average of 3" below 2500 psi - % ACI 214 Minimum Recommended Strength 3263 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 4352 [ ] STONE WAY CONCRETE CONCRETE MIX DESIGN 4000 PSI CONTRACTOR : PROJECT : CONSTRUCTION TYPE : Foushee & Associates Home Innovations Interior Slab on Grade WEIGHTS PER CUBIC YARD Ashgrove Type I, LB Flyash, LB • Concrete Sand, LB 7/8",. LB WATER, LB (GAL-US) AIR ENTRAINMENT, % WRDA-64 3oz./100cwt., OZ WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT,WEIGHT, PCF REP4,Dp AT /AY ichael Gardner • (SATURATED, SURFACE-DRY) YIELD, CU FT 400 2.04 70 0.50 1445 8.64 1930 11.46 250 ( 30.0) 4.01 2.0 0.54 TOTAL 27.18 14.1 0.53 4.00 150.7 E AT T L E • R E RI. T 1 0 N ACCOUNTINO: 9125 .lani:fy4RuE sputH.,f:*: ,::).SEATTLE; WA 98108 '. (206) 762 2566 FAX 763.4178 • 1■SA ;111;1eL inricvnnz.*:InniNV,;_;! 01/23/95 t, • t 03'1,4.'4,5ft:054U Stoneway Concrete Co. 1915 Maple Valley Hwy. Renton, WA 98055 U.S.A. (206) 226 - 1000 ACI 214 Summary of 4352 [ 4000 psi) ACI 214 SUMMARY Statistical Strength Summary Average strength based on 27 tests Overall Standard Deviation Control is Very Good Overall coefficient of variation Overall within-test coefficient of variation : Control is Excellent Chance of Chance of Chance of strength falling below strength falling below "Average of 3" below 4000 psi 3500 psi 4000 psi ACI 214 Minimum Recommended Strength Standard deviation adjusted for 27 tests Chance of strength less than specified - 500 <= Chance of "Average of 3" less than specified <= 5073 psi 415 psi 8.19 % 2.85 % 4567 423 1 in 1 in psi psi 100 100 4353 [. ] 3000.PSI int4a. o!' reredtri STONEWAY. CONCRETE CONCRETE MIX DESIGN CONTRACTOR : Foushee and Assoc. PROJECT : Home Innovations CONSTRUCTION TYPE : Exterior Sitework • WEIGHTS PER CUBIC YARD Ashgrove Type I, LB Flyash (Pozzolanic NW), LB Concrete Sand, LB 7/8", LB WATER, LB (GAL-US) AIR ENTRAINMENT, % WRDA-64 3oz./100cwt., OZ-US Daravair 1/2oz./100cwt., OZ WATER/CEMENT RATIO, LBS/LB SLUMP, IN CONCRETE UNIT WEIGHT, PCF PREP D (SATURATED, Michael Gardner E A T T L. E R E R. T 1 0 400 70 1350 1915 240 5.0 SURFACE-DRY) YIELD, 2. 0. 8. 11. ( 28.8) 3. +/- 1.0 1. 01/23/95 CU FT 04 50 07 37 85. 36 TOTAL 27.18 14.1 2.4 0.51 4.00 146.3 ACCOUNTING: .912 ,IpTF1-',HVElltlE SOUTH -::,SEAT,T4E,....WiT(008'.1.1: A 1 re. .41•1A t A'n■•■■ 1I 1 ..JI il•;%111• I All • . r; r1■11. a(l I A.: I. 13.;"' T UK W IL A (260 762-2566 ' FAX 7634178 Stoneway Concrete Co. 1915 Maple Valley Hwy. Renton, WA 98055 U.S.A. (206) 226 - 1000 ACI 214 Summary of 4353 [ 3000 psi] ACI 214 SUMMARY Statistical Strength Summary Average strength based on 30 tests 4143. psi Overall Standard Deviation • 626 psi Control is Fair Overall coefficient of variation 15.10 % Overall within -test coefficient of variation • 1.70 % Control is Excellent Chance of strength falling below 3000 psi 3.4 % Chance of strength falling below 2500 psi - % Chance of "Average of 3" below 3000 psi • - % ,ACI 214 Minimum Recommended Strength 3958 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 UN't^lrf oY! efiC11 *STONEWAY CONCRETE , CONCRETE MIX DESIGN 4852 [ 3 . 4000 PSI • CONTRACTOR : Foushee and Associates PROJECT : Home Innovations CONSTRUCTION TYPE.: Tilt Panels • WEIGHTS'PER.CUBIC YARD Ashgrove Type I, LB Flyash, 'LB Concrete Sand, LB 7/8", LB WATER, LB (GAL-US) AIR ENTRAINMENT, % WRDA-64 3oz./100cwt.., OZ WATER/CEMENT RATIO, LBS/LB SLUMP,'IN- CONCRETE UNIT WEIGHT, PCF (SATURATED, 450 80 1450 1950 230 1.5 Michael Gardner T L E SURFACE-DRY) YIELD, CU FT. 2.29 0.57 8.67 11.57 27.6) 3.69 0.41 TOTAL 27.20 15.9 0.43 4.00 153.0 R E R. Tl 0 N 01/23/95. 1 L A • ACCO ONTING07.12§•,;19T1:1 AVENUE SOUTH SEAPJ.E;!WA3,8AT.18.1,;:,, . ... (206)762-2566 :%:•'.FA)7.63.4178 Stoneway Concrete Co. 1915 Maple Valley Hwy. Renton, WA 98055 U.S.A. (206) 226 - 1000 ACI 214 Summary of 4852 [ 4000 psi] ACI 214 SUMMARY Statistical Strength Summary Average strength based on 30 tests : 5712 psi Overall Standard Deviation 406 psi Control is Very Good Overall coefficient of variation 7.12 % Overall within -test coefficient of variation • 1.50 Control is Excellent Chance of strength falling below 4000 psi Chance of strength falling below 3500 psi Chance of "Average of 3" below 4000 psi : ACI 214 Minimum Recommended Strength 4545 psi Chance of strength less than specified - 500 <= 1 in 100 Chance of "Average of 3" less than specified <= 1 in 100 % % ..... • /.=-11Titi • • STONEWAN CONICR-ETE CONCRETE MIX DESIGN 9002 [ 4000 PSI CONTRACTOR : Foushee & Associates PROJECT : Home Innovations CONSTRUCTION TYPE : Non Shrink Grout WEIGHTS PER CUBIC YARD •Ashgrove Type I-II, LB Concrete Sand, LB WATER, LB • (GAL-US) AIR ENTRAINMENT, % 100 XR 3oz./100cwt., OZ WATER/CEMENT RATIO, LBS/LB SLUMP, IN - CONCRETE UNIT WEIGHT, PCF (SATURATED, SURFACE-DRY) YIELD, CU •FT 846 4.30 2575 15.40 417 ( 50.0) 6.68 3.0 • 0.82 Michael Gardner SE A T T 1. E 25.4 0.49 10.00 141.1 R E ti? • 11 0 TOTAL 27.20 N T U K 01/23/95 W I L A .QCOUNTAN. 912 IOTHAVENUE SOUTJ SEAT1LEWiD8 ,!‘ (206) . 1AX , 763417 4 Ale0.;:•niffl,.,,!..';;:, ■••,;.iii;-: L11 /A: A:1;c; ;.sea. e: r. Stoneway Concrete Co. 1915 . Maple Valley Hwy. Renton, WA 98055 U.S.A. (206) 226 - 1000 ACI 214 Summary of 9002 ( 4000 psi] ACI 214 SUMMARY Statistical Strength Summary Average strength based on 24 tests Overall Standard Deviation Control is Poor Overall coefficient of variation Overall within -test coefficient of variation : Control is Very Good Chance of strength falling below Chance of strength falling below Chance of "Average of 3" below 4000 psi 3500 psi 4000 psi ACI 214 Minimum Recommended Strength • Standard deviation adjusted for 24 tests : Chance of strength less than specified - 500 Chance of "Average of 3" less than specified <_ <_ 6004 psi 772 psi 12.85 % 3.17 % 5370 803 1 in 1 in psi psi 100 100 JOHN A. KLIMA, P.E. . Job No. 14 322 bate /o/ i4 L_Lof P.O. Box 868 Issaquah, WA 98027.0868 Title ] a rfJ o'J A l o ) _ (206) 392.6043 Subject V-db P PU R..,1 05 . R, c,o F- Lo'p 5 '. I v k SP1 de7lST` betri\-45 i 5 Is (' Zto tit -rA t'AL- = 4510 OA) 'RAU- eJS; LoAo p-T' • 8•A 33 Z6,4 fpT 7.`4 pr h =712/ 42ZDF1 F --,Jo' I4VS y6.3,41a 3 4 I l`�St3 115154- u,4. ,P1F- I2.615 \ o���b. (17,s-4/04 538V1fol. 4.14 A $14-etkit. CD 2LIb' 1 =11142'* i 4-I Af. c.-/ z c %. S 12•41 1/0 474 (CO 3obo# ,506oti 0) RECEIVED T ci r UK W11A OCT 24 1994 PIRMI'T OeNT'ER JOHN A. KLIMA, P.E. (' ' I : ! i, i Job NO.11;- St 7:. Date /°/f0 (ETA Z of j_cf_ , P.O: Box 868 ' , 1 ;_ ■ ; , . Issaquah, WA 98027-0868 Title 14 S i kJ OUPtri 0 /--) (206) 392-6043 f ; 4 4 - '§t--bject ; RtYPTIr 13e.Alt-11 '41 • t 4 4 X ir, 11.' I-- ' 11), (7., I ..7 ‹t '13 4; -,st, • <1..) 44', i ' 0 lei x 2‘...i',y--Jt x ,9 ,„, .t) . (I) ...1 2. k 6 •="i. 0 -6 ic. /21 0. 6 c‘2, g. %,$- , t ..,.. po , , . ‘1:: 41-3 --i - .-- ' 0 i t .4t . . , ,,g ........i> : (x. * — , --;_r_. ,...i.. ,..i . . . _., . i ::,..; cm` -'• •A -s4.., 0 I t ., .,..., 1 • . ; i • . . ..0 / :. Ill'iii! I 6: ■ -- •—'`.4. ' N: --i i Nh; • .CW iii 1 'I 1 JOHN A. KLIMA, P.B. P.O. Box 868 • Issaquah, WA 98027 -0868 (206) 392 -6043 Jot, No.fil Z• date 1/U /io,'i?z ( of 10.) 'Title -4�I✓i il;lC� ��i'n r..� ..� Subject y.7\. 1_, R. r: lzkatP A � 2 tql kP Ijs rn 0 1. N u) O In CO ' JOHN A. KLIMA, P.E. P.O. Bbx 868 l Issaquah, WA 98027 -0868 • (206) 392 =6043 Job No. 17.7.bati Title 1-oot -t E: •1 04.1 7106 Subjet't ADD Dt -noki IS 5 e S f t (G lZt fl (A''t.i) X460 Dzs IC-) -ro j o 5T P 'i ,e , f i , wAT" N to, A c,7 . AJ D i ('1.,! AGa ✓( =�-')5 r qr a L -�, 11 ! I I I j • FO kt,(r 5 t N 5r-q.t.)) b t t? c 001 C `t o ('� (2. 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I i , isiaquah, WA 98027-0868 Tide rt691.1 e • bli A) '1.z) pen bk.) 5 i , , 1 .1 . 1 . i • • .i ' (206) r 392-6043 ' Subject ! ; 1 I r , ; • I .,4- i; •ifr- . - renYeiN57,01,11Vf°11411,1 - y-)----,17.---et,?,t• , 1 x--- 1 1 i" ..,,,.!.., I . . . . . , ; . , 2,7,t5z-of • . , •, . . , 1 11111111-1! ; i 1350 Z2.4f371L:t! 14134 : ! , 1 ! ! , , , . • 1 ' 1111111111 I . ; • i 741-,T- //61.74 =1., (0141Y. .4_!• •-• I , i • 1 , I , ! i • I i ; . I 24I- t-- ti 6 114t..÷° ar-er‘FSI —T g. /A•41i/+ 0/1/4 1 i ■ 1 ISZ:I. 1 I i I e ;, L r..) ! ! • . ' • I , 1 :14H 0i84J.S1 S)4'011 /14'" F41 P•I ! - ! . !III,Iii.!!I . i . I 1 ! : ■ ' . . I ■ I . I 734 1 1 i I ■ „, p 1 . 1 ; ; ; ' 1 i ' . „ • . , . ; • r7119 il Clk#M71■". ..... . 44516' I f • 1 ! ! ? „_‘: 4: I I ;• : It I AS 76Z-14.l2./20‘orit:)/.0i1/8'...!' P/4'6;01. ie4).-474 'E-P. 1 1 1.1 i; ;;;i i,;1;;; 11,;,;.:,i1;11;.1.:1,,,,, '11•1411' i 1 i pt.)kit.... Tt>1.›Pc.4.-rit.ri.. (--01.1:i. Fc'eta. :241 EcT701-.). i mi.; Zi,,r).4.24 i .' 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Pitue .. , 12: !v h'l ((J '5.Csr.-,11("1 lb 8v 6c,T7 (0d0 'oP ce;0/*. lS u I.1-tz it! ALA; I L .j - NICSC -t t�tc.= !1-.tc741 :, '?. is 3s /'Z • 1,Pst 4. u-v A(f) /.` T, tc$0 12,6 -GM :kw 7t'Z 4-7i— f '7.(4'7 L I uo rA-. - PIK/ Y.141.2.1 1-(.1= a t t ;mod - . 101 gel } De1DOt$SNoua (*P L(0 t? � 5 WO, w; L0/4c0 1,23 �.;�,u��- ..(7): 4 .&L) rc 6 1;442,.�,;ri•j Z 1145 -2o/ J1-115 1 iJ 1 , M i "Z1V 1, V1.-11 11 • i V V S •-1 • ..r.r.. • .. ... JOHN A. KLIMA, P.E. JOD NO, P't•• ?lr l.,d 1JdtV '1 1 1 „ I f J t v• P,O, Box 668 ( Issaquah, WA 980271,-68 Tide i-) Mt EL (N1..JC)NYt (206) 392.6043 . , Subject 'ROC i:3_-_ ___ a tc2 u t $ tot,.. KJ sets t-114. L.0 acrd;•• •. P1 w A414.06. 6(7 7461 X IZn 4 15 z4 6 9 " c)-5-)0) 1-an iv ' f is S c 4 k) c . c2 't~ t ti..t I u I g''j =t t L. 48. (7)*i_ e 15.* C7) y ItQ /Uri . 12 t.1, I !`..1 (cj 't"'CU.J 4 cre. T1-i41- T C> F- LO At • i-� r 5-M1/4 . A Do . Li Ar c) D l A- T12-et P. (7) 1.6 . 1 krrt h1 () ie:i; tg1 I K..) rt..) P t'.-' CA PAG.i — o,0 444, 0170 1 :t OSb* o,k T -1P‘P`. Pcvi :, : . �PrPA l f C "' t5ri, MA I; �.► 11' tD 41. Ai__ tJ 0% OF 1 ck rapt G'1 1ruA- K.01. 4 wPc I . of- Pa. s TILP4 .(4 ?C--Ot 144) y-O4. 35'ct 7.007-rt. x4,'3 " 579 4 oK., 4bb t "x ltzQQ inVkip ACT'. Pui .c,..11/JS (r71 �oJQ CITRECEIVED ILA ASR 1 2.L PERMIT CENTER 3E'�•9Y : A 7' 4 -11 -95 1 :36FM ; ' 15144 JOHN A. ILJMA, P.B. Job No, }- �-3Z,�.I Date P.O. Box 868 �_%�,,., Issaquah, WA 98027.0868 Tide 140 pie, J M ti.)O V Are 0 6.) S (206) 392-6043 206 692 4065;4 2 It 10 LJktL$ PR.( V&" 6t) 6 '5IP :gyp •VA (ST1 6.3.1640 .5r ..,N-P. p����i�rwrw�- ���.i� i I1 ■ I . 1 II �>� Da J N.15 A114:5 • r 0.6 crt aLT- 0Jl 4 .t r . T -r+ . Cf..) 414 (1 9NMEIERmut 11 2 1995 MIT -CENTER .4 rift re ft, v J raream-arsarior MOM tfn ArCIVIRIS - csi Ve102/419 se 0 niebakvi4 , z.N. 4.1 ..;;.. . , Et ... .;?. , 1 t =KM *ftiVet$34 • • • ...... 1 2750:P )1S' . ..„-- 0 :-,f-. ?" 00 4` 11. ,,..:.1 g it:,' J., 4,. r. '..., ..,1 .:t 1,-.. 1.A. .:, i. 4 . " .■ , 4 i■ ,S,. 14' M M i.,...1: ..,i ■.,■ . 1 _ ...____ _ iditaitigoit f% — ---.___ -- .t.' ,,, _■ I — cyf Y 2 etc a J lo o i LL • trAi r 1;. 17� SWIM t4 'se s4 O M N N _ _ — M se 0 _ N M ,Kk I i� rtt I M N . 0 N M Jl 00 VI M N W I. v: N — iv t1 N M .. .•I rev M M M M S =b..... J .Fy:: - 7.. N M r • M ffi� r *mumtiptliigl 0 tn ..�, el — tn - i' r r ..1' p f . {. T tai 1 03 SENT BY:A ; 3-13-95 10:56AM ; 105144 206 692 4065;4 1 JOHN A. KLIMA, P.E. Job No.rn L. L.._ Date V/IV( '1 (, I of I J P.O. Box.868 Issaquah, WA 98027-0E58 Title •I427 0--W t lis.-J *.• (206) 392-6043 Subject -711...1"-U ? PArsrtsi..) 1" S 45 7-0 ?Loa Ito ; 1/2: e -a, dairy...woos ThReArD el) (2-0 P )4 • 't -) 0 LA-61. , A-44To - eicil 0 ta " • 15-1 L Lot 635t-cr. Z 4 "01c. , Jrtac1L-- OP .T\L-7-0P Ci..)ArtAJ ' tE) • 5,4;ts- 'Ltd .o4..te_ e-A-PAr-c TT? -t7 RECEIVED . CITY OF TUKWILA t#10 1 4 1995 PERMIT CENTER TUKWILA CBD S ..... EET TREE PROGRAi (TAI.IWAYS Evergreen Trees 1. Sequoiadendron giganteum /Giant Sequoia 2. Cedrus deodara/Deodar Cedar 3. Thuja plicata/Western Red Cedar Deciduous Trees 1. Cornus kousa/Kousa Dogwood 2. Cercis canadensis /Eastern Redbud 3. Acer circinatum/Vine Maple 4. Cercidiphyllum japonicum /Katsura Tree 5. Prunus yedoensis /Yoshino Flowering Cherry MAiN STREET (NW side of Southcenter Parkway) 1. Fraxinus oxycarpa/Flame Ash 2. Fagus sylvatica /European Beech 3. Aesculus hippocastanum/Horsechestnut MAIN STREET (Southcenter.Parkway') 1. Quercus rubra/Red Oak 2 1..iriodendron tulipiferaf Tulip Tree 3, Fraxinus oxycarpa/Flame Ash MAiN STREET (Andover West) 1. Fraxinus pennsylvanica lanceolata 'Marshall'/ Marshall Ash 2. Quercus robur /English Oak 3. Liriodendron tulipiferafrulip Tree MAiN STREET (Andover East) 1. Liriodendron tulipiferaffulip Tree 2. Quercus rubra /Red Oak 3. Fraxinus pennsylvanica lanceolata 'Marshall'/ Marshall Ash SECONDARY STR1 ETS I. Acer rubrum /Red Maple 2. Ginkgo biloba/Maidenhair Tree 3. Liquidambar styraciflua/Sweet Gum STREET TREES AT THE PARK I. Cladrastis lutea /Yellowwood 2. Cercidiphyllum japonicuni/Katsura Tree 3. Amelanchier laevis /Serviceberry PEI)ES'rIUAN LINK TREES 1. Acer circinatum/Vine Maple 2. Acer griseum /Paperbnrk Maple • 3. Amelanchier alnifolia /Serviceberry f'7`i6Y.S:1 { 1• �:.^ IW �`.I t�+: ll� l« l�udl •l .i�A } i NODES: 1. Magnolia kobus/Kobus Magnolia 2. Crataegus phaenopyrum/Washington Thorn 3. Malus 'Snowdrift' /Crabapple NODES: 1. Crataegus lavallei /Lavalle Hawthorn 2. Cornus kousa / Kousa Dogwood 3. Pyrus calleryana'Bradford' /Bradford Pear NODES: 1. Pyrus calleryana'Bradford' /Bradford Pear 2. Prunus yedoensis/Yoshino Flowering Cherry 3. Strax japonicus /Japanese Snowbell 1 ((%.7 Qom► a{91C , m� //% aatw \= �I �1 b.^. )g910•4N9 Cl (> a aeaaan DODDDOD ODDOL LfDEiaapaa uDD EED��� N 110 31VbDcRJ� 09 a a 0.9.o o«c7 '' U 1 ba GN91C1H spa NOXV9 (- n g3 146 aw1lat AM. 41 1> 4 • • • 'OE t. c> ananan 4 4 w .41 4 4 4 4 17' Pt" 0 a • I 494't /0 1:43CINV2a19 m ram 171 IT n nann 0 CI 13 13 O 0 13 a a El 01E300000D 13 C3 e, a lk‘ a 13 a - co co' 0 0 0 ,12%.10.9I.4" 0 U CI r 13 0 0 1I 13 466.. 111■• ' A ' •-• ••••• • bat.: 4y. a. --...--_-- //' E, / 43 ball .414) a JjJ/Pi 44 a a RI, ODOIDO a D 'LIEF-a • ao o-- Erm E-4 ' ZE- Cl) DEJ WO fL 13 13 El 11 a U 13 0 clEr a H 210. altrbOaCNO '8 '60 31,140.1210 oaa a a jp 0 13 a o44 w, kilt o • EfE• FG-I1toE \ \ 2ft:I OtiV/011-4 1.- V V IfCI �i4ibL m --ivwczL-w 0 0 0 0 3 3 oa a 0 f f FJ_ wirifivy71 ■ fr at* 4 1■Vil §4:11 ,•••• ••••••• • ut .i v:vv 1 1 E St?.110 tv2MVS 4 A AA A IIllhIh UN/A •••■• •■•• ,_.... _,.....,...�,...�., r...,wn nzrt «r, +r,; f'Jf "s::...'.s:p".��;7i:J'`; .. `- �5r.:9:"'.:`q`•�!,'„?".� @y�r. f;: ;., "JXi"; �11'`�•:`_ HOWARD BRA DEN ARCHITECT December 12,1994 Sandra B. Stampfli Robert Fossatti Associates 1000 Norton Building Seattle, WA. 98104 RE: 94 -T -15 (Home Innovations, Inc. - Expansion) RFA #94102 -15 Dear Sandra: Attached herewith is the Addendum to the Geotechnical Engineering Report for the above reference project. This addendum is to address the difference between the original report and the structural design proposed for the building. If you have any questions please give me a call. Sincerely, Howard Braden, Architect RECEIVED DEC 13 1994 ..;T FOSSATTI ASSOC. P.O. Box 520 • Eatonville, WA 98328 • Phone (206) 832.8100 • Mobile (206) 381.5209 • Fax (206) 832.8160 L! 7. -1 i + cl r1I�� r.ri- l i ENVIRONMENT/ ASSOCIATES, INC. 2122 -1I2th Avenue North Eaot, Suite 8400 6ellcvue. Washinjton 980x7 (206)399.6061 (206)453.902$ FAX: (706) 455.2316 November 30, 1994 r.U. JN 4661 X Mr. John Pietromonaco Hill Raaum Pietrononaco 7900 S.E. 28th, Ste. 310 Mercer Island, Washington 98040 Subject: ADDENDUM NUMBER 1 Geotechnical Engineering Report Proposed Expansion, Home Innovation Building 1180 Andover Park Nest Tukwila, Washington Reference: Sheet S -1, Warehouse Addition for Home Innovations, Inc., by Howard Braden, Architect, dated 11- 5-94. Accompanied by undated /unsigned single page letter from Mr. Braden. Gentlemen: In response to the request of Mr. Howard Braden of your design team, we have reviewed the referenced plan sheet to verify compliance with our report and site - specific subsurface requirements. eased on the referenced drawing and letter, we understand that the structural design incorporates the floor slab as an integral part of the column footing except at the north wall where the load is transferred to the lower footing. The walls and footings will apparently be tied together to reduce the unsupported height to the wall panels. The floor slab will have cold joints and expansion joints. The backfill for the perimeter floor slab is to be pea gravel to attempt to provide a stable base without possible damage to the wall due to compaction efforts. The proposed floor slab design does not incorporate isolation joints as recommended in our geotechnical report (Environmental Associates, Inc., October 7, 1994, 13 pps, plates), however similar floor slab designs to that proposed by Mr. Braden have been used on site throughout the Green River /Kent Valley, and the floor slab design as proposed on the above - referenced Sheet A%sociatc Ornccst Oregon ! San Francisco R.,y Atco DEC 1 3 1994 POQERT FOSSATTI ASSOC. ✓C'_- Vim' ► ?' ► •. • .1.1 i t L. r 1'1-1 L Mr. John Pietromonaco November 30, 1994 JN 4261 X Page 2 S-1 may be used at this site. We anticipate floor slab and footing settlements to remain approximately as discussed in our October 7, 2994 geatechnical engineering report. LIMITATIONS This letter has been prepared for specific application to this project in a manner consistent with that level of care and skill normally exercised by members of the engineering profession currently practicing under similar conditions in the area. No other warranty, expressed or implied, is made. This document is for the exclusive use of Mr. John Pietromonaco and his several representatives. No liability will be accepted for opinions or errors which may be developed in the course of third party reviews. If new information is developed in future site work which may include field testing, excavations, borings, studies, etc., Environmental Associates, Inc., must be retained to reevaluate the conclusions of this report and to provide amendments as required. We appreciate the opportunity to provide this supplemental review, and trust that the information provided here will be of value in your design efforts. If you have any questions or if we may be of service, please do not hesitate to contact us. As a courtesy, we ask that a copy of this letter be forwarded to Mr. Braden following your review. Respectfully submitted, ENVIRONMENTAL ASSOCIATES, INC. Hark X. Dodds, P,E. Associate Geotechnical Engineer License 122508 (Washington) Don W. Spencer, M.Sc., P.O., CE/ President License: W000010 (Washington) License: 11464 (Oregon) License: 876 (California) ENVIRONMENTAL ASSOCIATES, INC. TOTAL P.03 GEOTECHNICAL ENGINEERING STUDY Home Innovation Building Expansion 1180 Andover Park West Tukwila, Washington HILL RAAUM PIETROMONACO CITY QFETUKWILA OCT 2419g4 PERMIT CENTER ENVIRONMENTAL ASSOCIATES, INC. 2122 - 112th Avenue North East, Suite B -100 Bellevue, Washington 98004 (206) 399-6041 (206) 455 -9025 FAX: (206) 455 -2316 October 7, 1994 Hill, Raaum, Pietromonaco 7900 S.E. 28th, Ste. 310 Mercer Island, Washington 98040 Attention: John Pietromonaco Subject: GEOTECHNICAL ENGINEERING REPORT Home Innovation Building Expansion 1180 Andover Park West Tukwila, Washington Dear Mr. Pietromonaco: JN 4261 In response to your request, and in accordance with the terms and conditions of our proposal dated September 16, 1994. Environmental Associates, Inc., has completed a geotechnical engineering study for the proposed expansion to the Home Innovation Building at 1180 Andover Park West in Tukwila, Washington. It is our understanding that plans call for construction of a 20,000 square -foot U- shaped tilt -up concrete structure addition abutting the north side of the existing building. Based upon discussions with you, we understand that the new structure addition will be twenty (20) feet high, with eighteen (18) feet of clearance. The floors will be dock -high, utilizing five -inch slabs. Parking will be provided around the building. The purpose of our work addressed by this report was to professionally evaluate subsurface soil and groundwater conditions in the vicinity of the proposed building and to provide foundation recommendations for the proposed structure. The scope of our services as specified in our proposal included: (1) Logging and sampling of three test borings in the proposed expansion area. The borings were drilled to a maximum depth of 44 feet below the existing grades. The test borings were drilled with a truck - mounted drill rig. Logging and sampling of the test borings was accomplished by a registered professional engineer. Samples were taken of subsurface soils at five foot intervals. Associate Offices: Oregon / San Francisco Bay Arca Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 2 (2) Reviewing collected soil samples in our office and assigning laboratory tests consisting of 18 moisture content tests, one washed gradation test, one minus 200 -sieve wash, and two Atterberg Limit tests. At the conclusion of the testing program, laboratory results were analyzed and compared with field notes and logs. Specific engineering analyses were then conducted in an effort to address project requirements, within the scope of our proposal. (3) Preparation of this summary report in accordance with our understandings of project requirements and generally recognized local geotechnical engineering practices. Plate 1 attached, provides the guidelines in the use of this report. Project Understandings This office was not provided with a final scaled site plan of building coordinates and elevations. Based upon our discussions with you, we presume that finish grades for the expansion floor will remain near the elevation of the existing structure. This will require the placement of approximately three (3) feet of fill around portions of the west side of the site. We anticipate the parking area will remain near existing parking lot grades. We understand the proposed structure will be a light - industrial, concrete- tilt -up building with a footprint of about 20,000 square feet. We anticipate forklift traffic on the warehouse floors. General Site Conditions - Surface The expansion site is a rectangular parcel north of the existing structure at 1180 Andover Park West in Tukwila, Washington, The proposed 20,000+ square -foot addition will be "U" shaped and abut next to the existing structure. Currently undeveloped, the property has been filled in the past with up to three (3) feet of fill. There is no significant vegetation except on the east side, near the railroad tracks, which is covered with small trees and shrubs. Land use in the surrounding area is industrial, with numerous concrete tilt -up structures. Subsurface Exploration and Description Three (3) test borings were drilled with a truck - mounted drilling unit utilizing eight- inch - diameter hollow -stem auger. The test borings were drilled to a maximum of 44 feet below existing grades. The test boring locations are shown on the Site Plan, ENVIRONMENTAL ASSOCIATES, INC. Hill Raaum Pietromonaco October 7, 1994 CONCLUSIONS AND RECOMMENDATIONS General JN 4261 Page 4 The following general geotechnical conclusions can be drawn from our field and laboratory test data: (1) The loose alluvial soils underlying the site are susceptible to liquefaction during a seismic event. Liquefaction is a engineering /geologic term which can be defined as an almost complete loss of soil strength during cyclic loading. We understand you do not wish to consider piling the proposed new structure to attempt to reduce potential damage during an earthquake, but instead that you wish to place the addition on shallow spread footings. You understand and accept the risk of possible damage to the proposed structure and to the existing structure. (2) We recommend the site be preloaded with a minimum of three (3) feet of preload fill as outlined in the Preload Fill and Settlement Monitoring section below. Following the preload, total settlements for shallow spread footings are estimated to be on the order of one and one - quarter inches (1.25 "). We estimate that differential building settlements following preloading will be on the order of one -half inch (0.5 ") to three - quarters of an inch (0.75 ") for every fifty (50) feet of continuous footing, or for spread footings which are more than fifty ( >50) feet apart. Without the preload, total settlements on the order of four (4) inches were calculated. (3) The preload and structure loads of the addition will cause settlements of the existing structure. We estimate the settlements could extend more than fifty (50) feet under the existing Home Innovation structure. The resultant damage could extend significantly beyond that as the structure responds to the settlements. Our calculations indicate the north wall of the existing structure may experience between one inch (1.0 ") and two - and -a -half inches (2.5 ") of additional settlement due to the preload and the new expansion. ENVIRONMENTAL ASSOCIATES, INC. Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 5 (4) We recommend the footing excavations for the new addition be over - excavated a minimum of two (2) feet and replaced with compacted structural fill. (5) On -site fill soils consist of silty -sandy soils that will be difficult to impossible to utilize as structural fill if these soils are wetter than the optimum moisture content during compaction. This should be anticipated if excavating below the groundwater table (unlikely in this case), or working during the wetter winter months. Preload Fill and Settlement Monitoring The purpose of the preload program is to induce a major portion of the shallow foundation settlements prior to building construction. The preload program will also reduce differential settlements caused by variability in the building loading and thickness of the underlying compressible soils. As noted earlier, the preloading will possibly result in damage to the existing structure. The preload fill does not have to meet any specific requirement except that it has a minimum in -place density of one hundred twenty (120) pounds per cubic foot. However, the owner can specify that the preload fill is to be used later as fill on another portion of the site (i.e., parking lot), and must meet the requirements for structural fill and be compactable to the specifications as detailed in the General Earthwork and Structural Fill section of this report. The top of the preload should extend a height of at least three (3) feet above the finish floor grade or existing grades, which ever is greater. The crest of the preload should extend full height at least five (5) feet outside of the proposed building footprint. The side slopes of the surcharge fill should be inclined at a 1:1 (Horizontal:Vertical) or flatter. The preload surface should be crowned slightly in order to promote drainage. Prior to placement of the preload, we recommend that at least 5 settlement markers be installed in the preload area. Care should be taken to protect these markers from damage or disturbance during fill placement. The markers should be surveyed by a licensed surveyor prior to and during the fill placement, and at ENVIRONMENTAL ASSOCIATES, INC. JN 4261 Page 6 intervals of 1, 2, 4, 7, 14, 21, 28, 35 (and so forth) days after completion of the fill placement. Initial readings should show the existing ground surface' elevation, and the readings taken during fill placement should show the preload fill thickness. The settlement plates should consist of metal rods or pipes securely fastened onto a flat plywood or metal base. The plywood base should have the minimum dimensions shown on the Plan View below: k 3.0 FEET 1.5 FEET The Cut Section below shows one method of attaching the pipe to the plywood base. Of course, there are other acceptable methods. The requirements are that the pipe /rod is securely fastened to the base and that there be a method to add additional pipe rod as the preload fill height rises. INITIAL RISER PIPE i ADD COUPLING(S) AND RISER -PIPE(S) AS REQUIRED DURING FILLING TO MAINTAIN TOP OF RISER PIPE AT LEAST 1 TO 2 FEET ABOVE TOP OF FILL EXISTING GROUND SURFACE \ . 3'X3'X3/4" PLY WOOD 2" DIAMETER BLACK IRON PIPE, THREAD BOTH ENDS (OR EQUIVALENT) 2" x 5.1/2" BLACK IRON OR FLANGE (OR EQUIVALENT) S . LEVELING PAD, REQUIRED 5 : •LTS REQUIRED, WASHERS EACH BOLT CUT SECTION ENVIRONMENTAL ASSOCIATES, INC. I Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 7 Each survey reading of the settlement markers should include the date and time of survey, pipe number, and elevation at the top of the pipe. We recommend surveying in the markers at least twice a day until all the fill, including the preload fill, has been placed. Survey points on the existing building should also be established and read. Survey readings should be forwarded to our office as soon as practical. After reviewing the initial readings for the first two (2) weeks +, we will most probably revise the monitoring schedule (possible down to once every two weeks). Survey readings should be accurate to at least 0.005 feet (the more accurate, the better). We recommend that the preload remain in place until the settlement marker observations indicate that consolidation of the underlying compressible soils is largely complete. We estimate that the preload fill will need to be in place approximately six (6) to eight (8) weeks, although more time may be necessary. Foundations - Continuous and Spread Footings Following preloading, the proposed structure may be supported on conventional continuous and spread footings bearing on a minimum of two (2) feet of properly compacted structural fill or crushed rock. Exterior foundations should bear at a minimum depth of eighteen (18) inches below the adjacent outside finish grade. Interior foundations can bear at twelve (12) inches below the floor slab. A bearing pressure of fifteen hundred (1500) pounds per square foot (psf) may be assumed for foundations bearing as described above. The bearing pressure may be increased by one - third to accommodate short term wind and seismic loads. To provide protection against shear failure, we recommend continuous and spread footings have minimum widths of eighteen (18) inches and thirty (30) inches, respectively. Our calculations indicate that foundations bearing on at least two feet of compacted structural fill will settle one half inch (0.5 ") to three- quarters of an inch (0.75 ") for every fifty (50) feet of continuous footing or between spread footings more than fifty (50) feet apart. Lateral loads such as wind and seismic forces are accommodated by friction between the foundation elements and the bearing soils and /or by passive earth pressure against the foundations. However, passive earth pressure is only available if structural fill is used to backfill against the foundation. A coefficient of 0.40 may be used between the foundation elements and supporting ENVIRONMENTAL ASSOCIATES, INC. Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 8 soils. The passive resistance of structural fill may be taken to be an equivalent fluid having the density of three hundred (300) pounds per cubic foot (pcf). Floor Slabs. A five -inch thick reinforced slab -on -grade floor is anticipated for the proposed structure. Slabs -on -grade may be supported on a minimum of four (4) inches of free - draining sand or gravel placed above at least one (1) foot of structural fill. All loose soft zones should be repaired prior to placement of the sub -slab fill which should meet the requirements for structural fill detailed below. A vapor barrier such as a sheet of a 6 -mil plastic membrane should be placed beneath the slab. Isolation joints should be provided where the slabs intersects columns and walls. Control and expansion joints should be used to help control and direct cracking. Saw cuts or pre - formed strip joints, if used, should extend through the upper one - fourth of the slab. The spacing of the control and expansion joints is a function of the amount of steel placed in the slab and the water /cement ratio of the concrete. Floor slab settlements on the order of one- quarter (0.25 ") to one -half (0.5 ") of an inch are anticipated for every thirty (30) feet of distance. Excavations and Slopes Temporary and permanent excavations and slopes for this project must meet all applicable government safety regulations. Temporary cuts to a depth of four feet may be attempted vertical.. Excavation slopes greater than four feet in depth should be cut no steeper than 1.25:1 (H:V) from the top of the slope to the excavation bottom. Flatter slopes may be required depending upon local variations in soil conditions. All contractors working in excavations should anticipate sudden caving of the side slopes. Permanent cut and fill slopes should not exceed 2.0:1 (H:V). Water should not be allowed to flow uncontrolled over the top of any slope. All permanently exposed slopes should be seeded with appropriate vegetation to reduce erosion and improve stability of the surficial soil. ENVIRONMENTAL ASSOCIATES, INC. Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 9 Site Drainage The site should be graded so that surface water is directed away from the construction area. Water should not be allowed to stand in any area where the foundations, pavements, or slabs are to be constructed. Final site grades adjacent to the structure should be sloped at least two percent (2 %) away from the structure for a distance of five feet. Roof and surface water drains should discharge at an appropriate discharge facility. Loading Dock Walls Loading dock walls must be designed to support the lateral earth pressures which abutting soils will impose. The following recommendations are for loading dock walls which will be less than six feet in height: Parameter Design Value Active Earth Pressure * Passive Earth Pressure Unit Weight of Soil Coefficient of Friction 35 pcf 300 pcf 125 pcf 0.40 * The active earth pressure recommended assumes the wall can deflect at least 0.002 times the wall height. If this assumption is incorrect, a uniform lateral pressure of one hundred psf should be added to the active earth pressure. The values recommended above are ultimate values, and should be reduced by an appropriate safety factor. The above design values do not include hydrostatic pressures behind the walls and assume that no surcharge slopes or loads are placed above, or near the walls. Design values can also be exceeded if heavy construction equipment is allowed within a prism defined by a 1:1 (H:V) line extending up to the soil surface from the bank end of the retaining wall footing. If any of these conditions exist, then the above design values should be augmented by appropriate additional pressures. If walls higher than six feet are required for this project, please contact our office for supplemental recommendations. ENVIRONMENTAL ASSOCIATES, INC. Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 10 The loading dock walls should be backfilled with clean compacted free - draining backfill. This will prevent the buildup of hydrostatic pressures. The wall backfill should contain no more than five percent silt or clay, no organics, and no cobbles greater in diameter than four inches. The percentage of sand (From the #4 sieve to the #200 sieve) should range from 25 to 75 percent. During compaction of wall backfill, care should be taken to not damage the wall. The top one to two feet of wall backfill should consist of a relatively impermeable soil or topsoil. Care should be taken to ensure the bottom elevation of the loading dock area is above any historic standing groundwater table. Pavement Section All pavement subgrade areas must be in a stable non - yielding condition prior to the placement of aggregate base or crushed rock. We recommend all loose or soft areas be over - excavated and replaced with compacted structural fill or crushed rock. An appropriate geotextile fabric may be required to reinforce the soft subgrade. All fill placed below pavements must support loads, and therefore must meet the requirements for structural fill outlined below. The pavement section for lightly - loaded traffic and parking areas should consist of two inches of asphalt concrete over six inches of compacted aggregate base. The pavement section for heavily loaded traffic areas which will be subjected to truck traffic should consist of a minimum of three inches of asphalt concrete over four inches of crushed rock over twelve inches of compacted aggregate base course. A thick portland cement concrete should be considered for the dumpster and loading dock areas. Some maintenance and /or repair of limited areas should be expected. We recommend all fill under pavements on this project be compacted to a minimum of 95 percent of Modified Proctor (ASTM D- 1557). General Earthwork and Structural Fill Site construction should begin by stripping and clearing the building areas of all vegetation and any other deleterious material. Stripped materials should be removed from the site. The contractor should anticipate and be prepared to accommodate moderate to heavy seepage into any excavation. ENVIRONMENTAL ASSOCIATES, INC. Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 11 Structural fill is defined as any fill placed below structures, including floor slabs and pavements, where the fill soils would need to support loads without unacceptable deflections or shearing. Structural fill should be placed above unyielding site soils in maximum eight (8) inch -thick loose lifts and compacted to 95 percent of Modified Proctor (ASTM D- 1557). Moisture - sensitive soils typically have a significant percentage of fine - grained material. The on -site soils are silty, and are moisture - sensitive. These soils will be very difficult to impossible to place and compact as structural fill if these soils are wetter than the optimum moisture content at the time of compaction. During wet weather or under wet conditions, structural fill should consist of a granular soil having less than five percent silt or clay (measured on that portion which passes the 3/4 -inch sieve). During drier weather, water may have to be added to the soils to achieve the required compacted density. Wet Weather Construction If the site is developed during extended periods of wet weather /winter, the following are reasonable costs /changes which should be anticipated: (1) Excavated slopes and fill piles will have to be protected with plastic. (2) Floor slab areas and foundation excavations may require additional over - excavation (on the order to six inches to one foot), and replacement with "clean" structural fill or crushed rock. (3) Numerous site visits will be required by this office to evaluate site conditions, confer with the contractor, and make recommendations as conditions become exposed or change. (4) The project may suffer some time delays due to inclement weather, regardless of the mitigation measures which are adopted. (5) Costs of maintaining the site and cleaning adjacent streets /property will increase. (6) On -site soils will be unusable as structural fill. ENVIRONMENTAL ASSOCIATES, INC. Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 12 (7) A reinforcing geotextile fabric (i.e., Mirafi 600X) will be required atop the native soil, prior to placement of the first lift of structural fill in both the building and parking lot. (8) Construction access road reinforcement will be required. This can be accomplished with either quarry spalls, geotextile fabric, or a combination of both methods. (9) Sump pumps (or possibly even dewatering wells) may be required at the bottom of excavations if the groundwater table rises to above the bottom of excavations. Closure It is recommended we be retained to review the final development plans to verify site specific subsurface requirements are met and our recommendations have been accurately interpreted in the plans. It is also recommended that we be retained to provide professional geotechnical consultation and observation services during design, and construction. This allows us to: 1) confirm that design conforms to specific subsurface requirements; 2) confirm that subsurface conditions during construction are consistent with those indicated by this report; 3) evaluate whether earthwork and foundation construction activities conform to the intent of the contract specifications and plans, and; 4) provide recommendations for design changes in the event of changed conditions. While on the site during construction, we will not direct or supervise the contractor or the work, nor we will be responsible for maintaining or providing for safety or dimensional measurements during construction. Limitations This report has been prepared for specific application to this project in a manner consistent with that level of care and skill normally exercised by members of the engineering profession currently practicing under similar conditions in the area. This report is for the exclusive use of Hill Raaum Pietromonaco and their representatives. No other warranty, expressed or implied, is made. If new information is developed in future site work ENVIRONMENTAL ASSOCIATES, INC. Hill Raaum Pietromonaco October 7, 1994 JN 4261 Page 13 which any include excavations, borings, studies, etc., Environmental Associates, Inc., must be retained to reevaluate the conclusions of this report and to provide amendments as required. We appreciate the opportunity to be of services on this interesting project and trust that the information will be of value as you move forward with your planning and development efforts. If you have any questions, or if we may be of additional service, please do not hesitate to contact us. Respectfully submitted, ENVIRONMENTAL ASSOCIATES, INC., Mark K. Dodds, P.E., Associate Geotechnical Engineer #15312 Don W. Spencer, M.Sc., P.G. President License: W000010 (Washington) License: 11464 (Oregon) License: 876 (California) The following plates are attached to and complete this report: Plate 1 - Guidelines In The Use Of This Report Plate 2 - Vicinity Map Plate 3 - Site Plan Boring Logs B -1 through B -3 ENVIRONMENTAL ASSOCIATES, INC. PLATE 1 GUIDELINES 1N THE USE OF THIS REPORT This report for Job No. 4261 was prepared in accordance with local generally accepted engineering principles and standards. No warranty is expressed or implied. The findings and recommendations contained in this report are based upon the limited services which you requested. Geotechnical engineering requires the application of professional judgment, as no study can completely quantify subsurface conditions. The owner should seriously consider any recommendations for additional work contained in the report, as it is then our professional opinion that this additional work is necessary to augment and /or fulfill site specific requirements. This report is an informational document, and is not to be used for contractual purposes. Any interpretation of subsurface conditions in the report including the test pit logs, and /or text discussions are based upon our testing, analysis, experience, and judgment. There is no warranty that . these subsurface interpretations represent subsurface conditions other than that which occurred at the exact locations tested at the time the fieldwork was conducted. Groundwater levels can be especially sensitive to seasonal changes. This firm is not responsible for interpretations others make using this report. The conclusions and recommendations in this report assume that the field tests that were conducted accurately represent subsurface conditions of the site. If, during construction, significantly different subsurface conditions are encountered from those described in this report, our firm should be notified at once to review these conditions and revise our recommendations as necessary. Also, if there is a significant lapse of time between this report submittal and the start of work at the site, our firm should be allowed to review and verify site conditions. Unanticipated soil conditions are commonly encountered during excavation and construction, and simply cannot be fully anticipated by periodic soil and /or rock sampling at widely spaced testing locations. The owner should be prepared to accommodate potential extra costs through the development of a contingency fund. This firm cannot be responsible for any deviation from the intent of this report including, but not limited to the nature of the project, the construction timetable, and any construction methods discussed in the report. This firm will not be responsible for any construction activity on this site, nor are we responsible if others attempt to apply this report to other sites. , • * • ..* . 4, • *1 ' 1 r ^sr,/ •ssu • r•*lif vs ea . , NTON NC-1-251C bl a s, RI LLA 3646 SPRIWAM2 GRUABIL Job Number 4261 - Plate 2 Vicinity Map Proposed Expansion 1180 Andover Park West Tukwila, Washington (6 I 0 /•//r,/// e/ / B-2 Proposed Addition 1 .45 B-1 B-3 (e, / Existing Structure e-Approximate location of test boring. .00 Moe 0. 0 L ..1.0 woo North Job Number 4261 - Plate 3 Site Plan Proposed Expansion 1180 Andover Park West Tukwila, Washington Hole No. B -1 DESCRIPTION frlvl11111111 PROJECT: Home Innovation Expansion DRILL RIG: Truck - mounted HOLE DIA: 8 in. INITIAL WATER DEPTH: 17 ft. FINAL WATER DEPTH: 17 ft. SOIL GRAPHIC TYPE LOG DATE GRILLED: 09/28/94 LOGGED BY: MKD SAMPLER: SPT HOLE ELEV: ±1 ft. > Andover Park West TOTAL DEPTH: 44 ft. w a BLOWS /Ft. REMARKS Surface - Grass Brown Gravelly Silty Sand, moist, loose to medium -dense (FILL). FiII `f `f Gray Silty Sand, moist, dense (FILL). Fill Gray Silt, very moist to very wet, soft to still. Some organics in sampler. ML Gray Silty Sand, to Silt with some Sand lenses, saturated, medium- dense. SM /ML 061r, Gray Silt with minor Sand lenses, very wet, firm. ML Gray medium to coarse Sand with line Silt lenses in upper three feet, saturated, loose. No sample - probably Black Sand as in other borings. SP Bottom of Test Boring 1. Groundwater noted at 17 feet ATO. 0 1 5— 1 10 — 1 15— 20 25 1 30 —' 35 1 1 40— 48 14 2 18 11 8 8 8 4 Moisture content = 16.3% Moisture content = 27.7%; LL = 26,1%; NP Moisture content = 59.7% Groundwater Moisture content = 34.4% Moisture content = 32.1% Moisture content = 38.8%; —200 = 95.4% Moisture content = 47.6%; LL = 46.3%; PI =15.3% Moisture content = 28.2% vus.L • ENVIRONMENTAL ASSOCIATIS.INC. PAGE I OF BORING LOG Hole No. B -2 DESCRIPTION PROJECT: Home Innovation Expansion DRILL RIG: Truck — mounted HOLE DIA: 8 in. INITIAL WATER DEPTH: 18 ft. FINAL WATER DEPTH: 18 ft. SOIL GRAPHIC TYPE LOG DATE DRILLED: 09/28/94 LOGGED BY: MKD SAMPLER: SPT HOLE ELEV: ±3 ft. > Andover Park West TOTAL DEPTH: 39 ft. N W fir. GLOMS /Ft. REMARKS Surface - Grass Brown Gravelly Silty Sand, moist, loose to medium -dense (FILL). Fill Gray Silty Sand, moist, medium -dense (FILL). Fill ++ Gray Silt, very moist, still. ML Gray Silty tine Sand, to Silt with some Sand lenses, saturated, loose. SM /ML 0 04 .4 °I° 1$00 r° 11 #4$$#$ 0 Black medium to coarse Sand with line Silt tenses In upper three feet, saturated, loose to medium-dense. SP • Bottom of Test Boring I. Groundwater noted at 18 leet AID, 0 22 5— 1 18 10 15 20— 25— 30— 35— 7 4 10 33 11 28 Moisture content = 18.2% Moisture content = 38.8% Moisture content = 28.1% Groundwater Moisture content = 43.I% Moisture content = 29.0 %; -100 = 75.8 %; -200 = 34.0% Moisture content = 32.1% Moisture content = 28.7% Moisture content = 18,9% PAGE 1 OF I BORING LOG DESCRIPTION Imarms PROJECT: Home Innovation Expansion DRILL RIG: Truck - mounted HOLE DIA: 8 in. INITIAL WATER DEPTH: 18 ft. FINAL WATER DEPTH: 18 f t. SOIL GRAPHIC TYPE LOG Sur lace - Grass Brown Gravelly Silty Sand, moist, loose to medium -dense (FILL). Fill `f Gray Silty Sand, moist, dense (FILL). Fill +'t' + Gray Sandy Silt, wet, firm. ML Gray Silty tine Sand, to Silt with some Sand lenses, very wet to saturated, loose. Some wood in sampler, Becomes medium - dense. SM /ML 0 00 0 Black medium to coarse Sand with line Slit lenses In upper six feet, saturated, loose. Becomes dense. SP • Bottom of Test Boring I. Groundwater noted at 20 feet ATO. 0 5 ,.i f.�h,r .. -... �' lsr-...•. 1�.' J'. .Urt'�'•x:.v.:G+n•rrsY3V.�:!••x DATE DRILLED: 09/28/94 LOGGED BY: MKD SAMPLER: SPT HOLE ELEV: :3 ft. > Andover Park West TOTAL DEPTH: 39 ft. a a BLOWS /Ft. REMARKS I38 8 I0 5 15— 2 20 — 18 25 — 8 30— 40 35 — 1 43 Moisture content = 18.9% Moisture content = 42.9%; LL = 32.0%; NP Groundwater PAGE 1 OF 1 BORING LOG :. r'.N i :s f'A� evergreen A D Satisfying the Irrigation Industry Since 1976 RECEIVED CITY OF TUKWILA MAR 1 4 1995 PERMIT CENTER 'crA E MAR 1 1995 TUKWILA PUBLIC WORKS 322-yr 11135 N.E. 33rd Place P.0, Box 220 Bellevue, WA 98009 (206) 828-4554 FAX (206) 827-0535 3835 Smith Street Everett, WA 98201 (206) 303-9200 FAX (206) 303-9000 N. 7710 Market St. Spokane, WA 99207 (500)467.8601 FAX (509) 467-9317 3411 Chapel St. South Tacoma, WA 98444 (206) 581 -4018 FAX (206) 582 -3216 v IRRIGATION MATERIALS FOR HOME INNOVATIONS INC.. CONTRACTOR PEAK LANDSCAPE SUBMITTED BY EVERGREEN PACIFIC SUPPLY, INC, PROJECT: HOME INNOVATIONS INC. CONTRACTOR: PEAK LANDSCAPE THE FOLLOWING IS A LIST, IN ORDER, OF THE MANUFACTURER'S CATALOG CUTS OR SPECIFICATION FOR PRODUCTS SUBMITTED FOR APPROVAL FOR USE ON THE ABOVE NAMED PROJECT. ITEM SPECIFIED SUBMITTED PVC PIPE SCH. 40 / CL, 200 P.W. PIPE DOUBLE CHECK ASSY. 805Y 1" FEBCO VALVE BOXES 12" STD. CARSON CONTROLLER ASSEMBLIES ESP4 RAIN BIRD ELECTRICAL WIRE 14 UL PAIGE ELECTRIC AUTOMATIC CONTROL VALVE ASSY. 100PEB RAIN BIRD SPRAY HEADS 1804 RAIN BIRD THANK YOU EVERGREEN PACIFIC SUPPLY, INC. 3 -9 -95 SAME SAME SAME SAME SAME SAME SAME PIVIVe _ IPS Pressure Rated PVC 1120 Streamline P.R. 160 - SDR 26 March 1992 Nominal Average Approx. Minimum Approx, Pipe Outside Inside Wall Approx. Length per Crnlo Size Diameter Dander Thickness Weight Crate Weight Lisl Price (Inches) (Inches) (Inches) (Inches) (Ibs /10011) (leol) (Ibs) (5/10011) 1% 1.66(1 1.52 0.064 21 3920 830 $ 11/4 1.900 1.74 0.073 28 3020 840 2 2.375 2.18 0.091 43 2100 910 21/2 2.875 2.64 0.110 63 1460 920 3 3.500 3.21 0.135 94 1500 1410 4 4.500 4.13 0.173 155 960 1490 5 5.563 5.10 0.214 237 760 1800 6 6.625 6.07 0,255 337 520 1760 8 8.625 7.91 0.332 571 400 2290 10 10.750 9.86 0.413 .885 240 2120 12 12.750 11.70 0.490 1250 120 1500 Streamline RR. 200 -SDR 21 Nominal Average Approx. Minimum Approx. Pipo Outside inside Wall Approx. Length per Crale Size Diameter Diameter Thickness Weighl Cralo Weight List Price (Inches) (Inches) (Inches) (Inches) (Ibs/100It) (feel) (Ibs) (S/10011) Yi 1.050 0.92 0,060 12 8100 1000 $ 1 1.315 1.18 0.063 16 6300 1030 11/4 1.660 1.49 0.079 26 3920 1020 11/4 1.900 1.70 0.090 34 3020 1020 2 2.375 2.13 0.113 53 2100 1110 21/4 2.875 2.58 0.137 78 1460 1140 3 3.500 3.14 0.167 115 1500 1730 4 4.500 4.04 0.214 190 960 1830 5 5.563 4.99 0.265 290 760 2210 6 6.625 5.94 0.310 413 520 2150 8 8.625 7.74 0.410 698 400 2800 Streamline P.R. 315 -SDR 13.5 Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Approx. Length per Cralo Size Diameter Diamelor Thickness Weight Crate Weight List Price (Inches) (Inches) (Inches) (Inches) (lbs/100II) (feet) (Ibs) (5/10011) 'h 0.840 0.70 0.062 10 10,000 1000 $ Y 1.010 0.08 0.078 16 8100 1270 1 1,315 1.10 0.097 25 6300 1540 11/4 1.660 1.39 0.123 39 3920 1540 11/4 1.900 1.59 0.141 51 3020 1550 2 2.375 1.99 0,176 80 2100 1690 2'h 2.875 2.41 0.213 118 1460 1720 3 3.500 2.94 0.259 174 1500 2610 4 4.500 3.78 0.333 288 960 2760 (OVER) General Notes: 1. All pipe is NSF listed. 2. The loltowing pipes aro IAPMO listed: PR 200 hell end -'d, 1, 1'h, 11/2, 2, 21/2, 3, and 4 inch; PR 315 bell and -'h, 2, 2'h, 3, and 4 Inch; PR 315 plain end •- 2, 21/2, 3, and 4 inch. 3. Pipe material is in conlorrnance with ASTM D1784 (cell class 12454•8). 4. Pipe conforms 10 ASTM D2241. 5 Pipo is produced with hell end or plain end In 10•Iool and 20-foot longlhs. Check wilh PWP,po for availability. 6. Inside diameters vary due to allowable manufacturing lolornnces. 7. Approximate weights aro for estimating purposes only. 8 Cralo weights are fur 20-loot tomtits. 9. All orders aro subject to final acceptance al Iho Eugene office, PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugene, Oregon 97440 (503) 343 -0200 Telex No. 151040 PWPIPE Reorder No 013 3)97 J PWhpe Data Sheet: Streamline Solvent'Weld Pipe= =1 IPS Pressure Rated PVC 1120 Streamline Schedule 40 -Y.: `June 1989 Nominal Average Pipe Outside Site Dlemaler Inches Inches 040 1. 1.050 1' 1.315 11/2' 1.660 141' 1,900 2' 2.375 21' 2.875 3' 3.500 4' 4.500 8 6.825 8 8.625 10,750 12.150 10 12 'Indlules IAPMO listing Approx. Minimum Approx, Inside Well Approx, Water Pressure Length per Crate Dlemeler Thickness Weigghl Rating Crete Weight List Price . Inches Inches Ibsl10011 sl Ieot tbs 8/10011 .109 17 600 10,000 1850 $ .808 .113 22 480 8100 1780 $ 1.030 .133 33 450 6300 2050 8 1,360 .140 44 310 3920 1730 8 1.590 .145 63 330 3020 1590 8 2.045 .164 71 280 2100 1490 8 2.441 .203 110 300 1460 1640 3.038 .216 150 260 1600 2210 3.993 .237 210 220 960 2010 8.026 .280 370 180 360 1330 7.936 .322 560 160 300 1680 9.969 .385 790 140 240 ' 1890 11.881 .406 1040 130 ,607 8 $ S 8 $ 120 1250 8 Streamline Schedule 80 Nominal Average Approx, Minimum Approx. Pipe Outside Inside Wall Approx. Water Pressure Length per Crate Site Dlemeler Dlemeler Thickness Weight Rating Crete . Weight Ust Price Inches Inches) Inches Inches Ibs/100t1 •al feet Ibs 8/10011 1i .840 .525 .141 21 850 10.000 2110 8 vs 1,050 .720 .154 29 690 0100 2320 $ 1 1.315 .932 .179 42 630 8300 2680 8 1'A 1.660 1.251 .191 68 520 3920 2280 8 VA 1,900 1.472 ,200 70 470 3020 2130 8 2 2,375 1.908 .218 97 400 2100 2050 8 21 2.875 2.284 .278 150 420 1460 2170 8 3 3.500 2.658 .300 200 370 1500 2990 8 4 4.600 3.779 .337 290 320 960 2760 $ 6 8.625 5.101 .432 550 280 360 2000 8 9 0.625 7.555 .500 840 250 300 2530 8 10 10.750 9.481 .593 1250 230 240 3000 8 12 12.750 11.280 .687 1720 230 120 2060 8 (OVER) General Notes: 1. All pipe Is NSF listed for potable water, 2. The following pipe Is IAPMO listed: Sch 40 -'A, Yti 1,1'/.,1' , 2, 3, and 4 Inch. 3. Pipe materiel Is In conformance with ASTM D1784 (cell class 124548). 4. Pipe Is produced In conformance with ASTM 01785. 5. Schedule 40 pipe Is whlte. Schedule 80 pipe Is gray. 8. Schedule 40 llntsh:'h" through 8" ere bell end; 10" end 12" ere plain end. 7. Schedule 80 finish: plain end. 8. All pipe Is produced In 10' and 20-foot lengths. 9. inside diameters vary due to allowable manufacturing tolerances. 10, Approximate weight values are for estimating purposes only. 11. Water pressure ratings are for unthreaded pipe only. Do not thread Schedule 40 pipe. Follow ASTM 01785 requirements for Threaded Schedule 80 pipe. 12. Crate weight values ere for 20-tool lengths. 13. All orders are subJect to linal acceptance al the Eugene office. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O, Box 10049, Eugene, Oregon 97440 Telex 14o. 151040 PWPIPE it SPECIFICATION SHEET 805Y (aAh' — 2 ")I Model 805Y (3/4" through 2 ") Double Check Backflow 'Preventer For Non -Toxic Service Features • Low head loss. • Spring loaded "Y" type check valves. • Documented flow curves established by University of Southern California Foundation for Cross Connection Control and Hydraulic Research. • Simple service procedures, All internal pads are service- able inline. • Meets all specilicalicrn5 ul AWWA, ASSI:, and 1150 Foundation for Cross Connection Cuiiliul nrrd Hydraulic Ilesearclr. • Bronze bodies, caps, shutoff valves and testcocks. Operation In a nonfiow condition the ci rock valves l roll 1 PSi mini? num in the direction of flow. In a flow condition the check valves are open, proportional to the flow demand. In a backflow condition both checks will close until the resumption of normal flow. Typical Specifications The Double Check Valve assembly •1/4" through 2" shall consist of a bronze body with bronze caps. The body shall be a "Y" pattern design incorporating two spring loaded, center guided check assemblies. The assembly shall include threaded Inlet and outlet, full port ball valve shut -off valves and four ball valve test cocks. All internal parts shall be of corrosion resistant Materials. • All Double Check Valves shall be constructed so all Internal parts can be serviced without removing lire assembly from the line, Seat discs shall be reversible. The assembly shall operate when installed in any position. Double Check Valves shall be rated to 175 PSI water working pressure and water temperature from 32°F to 140 °F. The assembly shall meet the requirements of ASSE Standard 1(115, AWWA Standard C506 -7f3, and usC Foundation for Cross Connection Control and Hydraulic Research, Sixth Edition. Typical Applications Double Check assemblies are used to prevent backflow of pollutants that are objectionable but not toxic, Double checks may be installed under continuous pressure service and may be subjected to backpressure. Double Checks can be used in sprinkler irrigation systems, fire protection without cllerrlical additives, protection of industrial plants, industrial in -plant plumbing systems and other systems requiring protection. Local codes may vary; consult authorities for specific approved applications. Installation Model 805Y Double Chock Backflow Preventors should be installed with adequate clearar ice and easy accessibility for testing and maintenance and must by protected from freez- ing. 'I he assembly may be installed horizontally or vertically with flow up. Refer to local codes for specific installation requirements. Some codes may prohibit vertical installation. Thermal water expansion and /or water hammer down stream of the backflow preventer can cause excessive pressure. Excessive pressure situations should be eliminated to avoid possible damage to the system and assembly. • FEL3CO Model 805Y Water Meter Side View 30" Max. 12" Min. . Suggested . • Protective Enclosure fcr�c.'r Characteristics and Materials Maximum woikirrg piessuto 1 lychoslatic: lost pinssttto 1 ongroroturo Range Fluid Old l)eloii Maki Volvo Budy Elastomers Springs 175 PSI 350 PSI 32 "f ' Wnlot 'I Inonclntl ANSI1 2.I Blown AS I M 0504.70 Nllrilo /1S1 M 1)•2000 seat discs t Stainless stool, 300 series On water systems that experience an excess of a constant 140 "F, assembly must be ordered with HW (805Y 1" I-1W) I Can be furnished with optional silicone seat discs for areas subject to chlorormine degradation of rubber parts. SS 005Y 0/93 RETAKE OF PREVIOUS DOCUMENT PROJECT: HOME INNOVATIONS INC. CONTRACTOR: PEAK LANDSCAPE THE FOLLOWING IS A LIST, IN ORDER, OF THE MANUFACTURER'S CATALOG CUTS OR SPECIFICATION FOR PRODUCTS SUBMITTED FOR APPROVAL FOR USE ON THE ABOVE NAMED PROJECT. ITEM SPECIFIED SUBMITTED PVC PIPE SCH. 40 / CL. 200 P.W. PIPE DOUBLE CHECK ASSY. 805Y 1" FEBCO VALVE BOXES 12" STD. CARSON CONTROLLER ASSEMBLIES ESP4 RAIN BIRD ELECTRICAL WIRE 14 UL PAIGE ELECTRIC AUTOMATIC CONTROL VALVE ASSY. 100PEB RAIN BIRD SPRAY HEADS 1804 RAIN BIRD THANK YOU EVERGREEN PACIFIC SUPPLY, INC, 3 -9 -95 SAME SAME SAME SAME SAME SAME SAME PWJlpe IPS Pressure Rated PVC 1120 Streamline P.R. 160 - SDR 26 March 1992 Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Approx. Length per Crate Size Diameter Diameter Thickness Weight Crate Weight List Price (Inches) (Inches) (Inches) (Inches) (lbs/10011) (feat) (lbs) (S/10011) 1'h 1.6110 1.52 0.064 21 3920 030 S 11/2 1.900 1.74 0.073 28 3020 840 2 2.375 2.18 0.091 43 2100 910 21/2 2.875 2.64 0.110 63 1460 920 3 3.500 3.21 0.135 94 1500 1410 4 4.500 4.13 0.173 155 960 1490 5 5.563 5.10 0.214 237 760 1800 6 6.625 6,07 0.255 337 520 1760 8 0.625 7.91 0,332 571 400 2290 10 10.750 9.86 0.413 .885 240 2120 12 12.750 11.70 0.490 1250 120 1500 Streamline P.R. 200 -SDR 21 Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Approx. Longlh per Crate Size Diameler Diameter Thickness Weight Crate Weight List Price (Inches) (Inches) (Inches) (Inches) (lbs/100It) (feel) (lbs) (S /10011) :. 1.050 0.92 0.060 12 8100 1000 S 1 1.315 1.18 0,063 16 6300 1030 11/4 1.660 1,49 0.079 28 3920 1020 11/2 1.900 1.70 0.090 34 3020 1020 2 2.375 2.13 0.113 53 2100 1110 21/2 2.875 2.58 0.137 78 1460 1140 3 3.500 3.14 0.167 115 1500 1730 4 4.500 4.04 0.214 190 960 1830 5 5.663 4.99 0.265 290 760 2210 6 6.625 5.94 0.316 413 520 2150 8 6.625 7.74 0.410 698 400 2800 Streamline P.R. 315 -SDR 13.5 Nominal Average Approx. Minimum Approx. Pipe Outside Inside Wall Approx. Length per Crate Size Diameter Diameter Thickness Weight Crate Welghl List Price (Inches) (Inches) (Inches) (Inches) (Ibs /100It) (feel) (lbs) (S /10011) 'h 0.840 0.70 0.062 10 10,000 1000 S 1/4 1.010 0.00 0.078 16 8100 1270 1 1.315 1.10 0.097 25 6300 1540 VA 1.660 1.39 0.123 39 3920 1540 11/2 1.900 1.59 0.141 51 3020 1550 2 2.375 1.99 0.176 80 2100 1690 21/2 2.875 2.41 0.213 118 1460 1720 3 3.500 2.94 0.259 174 1500 2610 4 4.500 3.78 0.333 288 960 2760 (OVER) General Notes; 1. All pipe is NSF listed. 2, The lollowing pipes aro IAPMO Itsled: PR 200 boll end -'b, 1, 1' /.,1'h, 2, 21/2, 3, and 4 inch; PR 315 bell end -'h, 2, 214, 3, and 4 inch; P11315 plain end - 2, 2'h, 3, and 4 Inch, 3. Pipe malerial is in conlormnnce with ASTM D1784 (cell class 12454.B). 4. Pipe conforms to ASTM D2241. 5. Pipe is produced with boll and or plain and In 10-foot and 20-foot longlhs. Check with PWPipo lor availability. 6. Inside diamolors vary duo to nllowabin manulncturing tolerances. 7. Approximate weights aro lor estimating purposes only. 8. Crain weights are for 20.1°0110411s. 9. All orders aro sub)oct to final acceptance al the Eugene ollico. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugono, Oregon 97440 (503)343-02.00 Tolox No. 151040 PWPIPE Minnie( No (113 3r97 Average number of solvent cemented joints per pint of cement. IPSCEMENT NUMBER 'h" dia. '/i" 1" 11' 14 8" 10" 12" 711 175 135 88 65 49 37 22 18 6 4 3 2 717 175 135 88 65 49 37 22 18 6 4 3 2 705 140 97 69 47 35 26 18 15 710 130 90 60 44 33 25 ~Pip Data Sheet: Streamline Solvent Weld Pipe==IPS'Siz� ..r IPS Pressure Rated PVC 1120 Streamline Schedule 40 • It • 'June 1989 Nominal Average Approx. Minimum Approx. Pipe Oulsido Inside Well Approx. Water Pressure Length per Crate Site Diameter ()familiar Thickness Weight Riling Crate Weight Lisl Price . (Inches) (Inches) (Inches) (Inches) (lbs/100II) (psi) (feel) (bs) (1110011) W 840 .607 .109 17 600 10,000 1850 8 W 1.050 .608 .113 22 480 6100 1780 $ 1' 1,315 1.030 .133 33 450 8300 2050 $ 11/2' 1.660 1.380 .140 44 370 3920 1730 S 11/2' 1.900 1.590 .145 53 330 3020 1590 $ 2' 2.375 2.045 .164 71 280 2100 1490 S 2W 2.875 2.441 .203 110 300 1460 1040 1 3' 3.500 3.038 .216 150 260 1500 2210 $ 4' 4,500 3.993 .237 210 220 960 2010 S 8 8.825 8.020 .280 370 180 360 1330 $ 8 8.625 7.936 .322 560 160 300 1660 8 10 10.750 9.969 .365 790 140 240 ` 1890 S 12 12.750 11.881 .408 1040 130 120 1250 $ 'Indicates IAPMO lifting Streamline Schedule 80 Nominal Average Approx, Minimum Approx. Pipe Outside Inside Wall Approx. Water Pressure lengthper Crale Site Dlemoler Dismoler Thickness Weight Rating Crete Weight UN Price Inches Inches) Inches Inches Ibs/100II (.al feel Ibs 1/1008 1 .840 ,525 .147 21 850 10.000 2110 S 1.050 .720 .154 29 690 8100 2320 S 1 1.315 .932 .179 42 630 8300 2660 S PA 1.660 1.251 .191 68 520 3920 2280 $ 11/2 1.900 1.472 .200 70 470 3020 2130 $ 2 2.375 1.908 .218 97 400 2100 2050 S 21/2 2.075 2.284 .276 160 420 1480 2170 S 3 3.500 2.658 .300 200 370 1500 2990 $ 4 4.500 3.779 .331 290 320 980 2780 1 8 6.625 5.701 ,432 550 280 360 2000 S 8 8.625 7.555 .500 840 250 300 2530 $ 10 10.750 9,481 .593 1250 230 240 3000 $ 12 12.750 11.280 .687 1720 230 120 2080 S (OVER) General Notes: 1. All pipe Is NSF listed for potable water. 2. The following pipe Is IAPMO listed: Sch 40 - 'h,14,1,11,1' , 2, 3, and 4 Inch. 3. Pipe materiel Is In conformance with ASTM 01784 (cell class 124548). 4. Pipe 13 produced In conformance with ASTM 01785. 5. Schedule 40 pipe Is while. Schedule 80 pipe Is gray. 8. Schedule 40 finish: 'h" through 8" ere bell end; 10" and 12" are plaln end. 7. Schedule 80 finish: plain end. 8. All pipe Is produced In 10• and 20-foot lengths, 9. Inside diameters very due to allowable manufacturing tolerances. 10. Approximate weight values are for estimating purposes only. 11, Waler pressure ratings are for unthreaded pipe only. Do not thread Schedule 40 pipe. Follow ASTM 01785 requlremenls for threaded Schedule 80 pipe, 12. Crete weight values ere for 20-loot lengths, 13. All orders are subject to Ilnal acceptance el the Eugene office. PACIFIC WESTERN EXTRUDED PLASTICS COMPANY P.O. Box 10049, Eugene, Oregon 97440 • Telex Ho. 151040 PWPIPE $1!: i verage number of solvent cemented Joints per pint of cement. f rflj ta t PS CEMENT . . :R31. • NUMBER W16y .Y"1' 7 11")7itl M • s 114. M M M Y M ir t ... it'r�..�.. 711. ht ,t, ..•.i,a.,.717 I it, 705 710 ` 175. 135 ' 88 65 49 37 22 18. 8 4 3 ... 2 176 135 88 85 49 37 22 18 6 4 3 2 140 97 89 47 35 28 18 15 130 90 e0 44 33 25 t!i tt• i! • I ,••• .,rc • ■ • ■1.11, •Ni• •., .r WIYFA..1nt4:I i r:, ;•I1••' n +su ,. 1•�,, n SPECIFICATION SHEET 805Y (3%1" — 2 ") Model 805Y (3/4 through 2 ") Double Check E3ackflow 'Preventer For Non -Toxic Service Features • Low head loss. • Spring loaded "Y" type check valves. • Documented flow curves established by University of Southern California Foundation for Cross Connection Control and Hydraulic Research. • Simple service procedures. All internal parts ate service- able inline. • Meet, all speciiu aliens of AWWA, AS.31:, ;u 1.1:.30 Foundation for Cross Connection Conlrul anc1 Hydraulic Research. • Bronze bodies, caps, shutoff valves and lestcocks. Operation In a nonflow condition the chock valves hold 1 PSI minimum in the direction of flow. In a flow condition the check valves are open, proportional to the flow demand. In a backflow condition both checks will close until the resumption of normal flow. Typical Specifications The Double Check Valve assembly o/i" through 2" shall consist of a bronze body with bronze caps. The body shall be a "Y" pattern design incorporating two spring loaded, center guided check assemblies. The assembly shall Include threaded Inlet and outlet, full port ball valve shut -off valves and four ball valve test cocks, All internal parts shall be of corrosion resistant rilaterials. All Double Check Valves shall be constructed so all internal parts can be serviced without removing tite assembly from the line. Seal discs shall be reversible. The assembly shall operate when installed in any position. Double Check Valves shall be rated to 175 PSI water working pressure and water temperature from 32 °F to 140 °F. The assembly shall meet the requirements of ASSE Standard 1015, AWWA Standard C506 -70, and USC Foundation for Cross Connection Control and Hydraulic Research, Sixth Edition. Typical Applications Double Check assemblies are used to prevent backflow of pollutants that are objectionable but not toxic, Double checks may be installed under continuous pressure service and may be subjected to backpressure. Double Checks can be used in sprinkler irrigation systems, fire protection without chemical additives, protection of industrial plants, industrial in -plant plumbing systems and outer systems requiring protection. Local codes may vary; consult authorities for specific approved applications. Installation Model 1305Y Double Check Backf low i'reventers should bo installed with adequate clearance and easy accessibility for testing and maintenance and must by protected from freez- ing,'I he assornbiy may be installed horizontally or vertically with flow up. Refer to local codes for specific installation requirements. Some codes may prohibit vet tical installation. Thermal water expansion and /or water hammer down stream of the backflow preventer can cause excessive pressure. Excessive pressure situations should be eliminated to avoid possible damage to the system and assembly. FEBCO Model 805Y Water Meter >ir►:+Wlb' • Side View 30" Max. 12" Min. Suggested , • • Protective Enclosure rv�.'tp1� Characteristics and Materials Maximwn working pressure I IydreslntIc lost !Hossein 1nrnporaturo!tango Fluid End IMO Main Valve l3ody Elastomers Springs 175 PSI 350 P81 32 "I" le 1E301' Wnlor I tutxulncl ANSI L12. 1 Broom AS I M05134-70 Nitrite AS1 M 0-2000 seal discs! Stainless steel, 300sories " On water systems that experience an excess of a constant 140 °F, assembly must be ordered with 1-IW (1305Y 1" FIW) l Can be furnished with optional silicone seat discs for areas subject to clllorornine degradation of rubber parts. SS 005? 0/03 Dimensions and Weights(U.S.- inches) NET SIZE A B C D E WT.(Lbs.) 4' +" 11 % 6i 3 3 3 3 21/i 7 1" 12 Vu 61/2 3:V4 3 3 21/e 7 1/2 1 VI" 17 Yu 101 5 VII 4'/u 3:Yu 17 1/2 2" UM 101/. 5 IA 4 ?/b 3% 20 Metric (mm.) NET WT. SIZE A B C D E Wt.(Kgs.) 20 288.9 174,6 95.3 953 63,5 3.2 25 327.0 174.6 95.3 95.3 63.5 3.4 30 454.0 260.4 130.2 123.8 85.7 7.9 40 473.1 260.4 130.2 123.8 85.7 9.1 All dimensions aro approximate. USC FCCC & HR, *Approved AWWA C506 Conformance ASSE Listed 1015 CSA B -64.5 Certified cn n. Valves must be supplied with resilient seated shut -off valves and test cocks for USC FCCC & FIR approval to be in effect. PENCO/ A division of CMB Industries P.O. Box 8070, Fresno, California 93747, (209) 252 -0791 Telex: 33 -7616 CMB FSO Fax: (209) 453 -9030 SS 805Y 8/93 All mnlnrInln nnpyrilhlnrl Prnlnrl In 113A :r. n in 1 "0 4 IU T 15 10 15 10 15 rn �:. 10 1 1/2" 1 ti z: 15 10 Model 805Y FLOW CURVES Flow curves as oslabilshod by USC Foundation for Cross Connection Control and Hydraulic Rosoarch. • !• 10 6 10 20 30 (GPM) 15 18 (FPS) 21) 6 :l(1 40 10 15 50 60 (GPM) 20 (FPS) 20 40 60 80 100 120 (GPM) 6 ® 10 15 (FPS) n 40 10) 121) . hill 200 240 ((;PM) 6 rig 10 15 20 (FPS) FLOW RATE (In GPM and FPS) NOTt:S: 1. Volccilius aro calculalocl lar Ilows in Schudhdu 40 stout pipo. 2. Typical wator sylain flow volncitius of 0 to 7.5 I-PS :Aim ill I I,u rlso(l for howl loss ufhcluncy comparisons. • Carson Industries was the first molder on the West Coast to utilize the revolutionary structural foam process to meet utility ( r ruct requirements. In �19r0 we Introduced the first of our structural plastic utility products. Since that time we have grown until today we provide a complete line of underground enclosures to turf irrigation, telephone,electric, and water utility industries nationwide. The main goal in developing our product lino has always been to give our customers "something better ". We continue to employ our knowledge of materials and molding process to improve our design of existing products and introduce new, better products to the markets wo know and understand. 608 — Econo • Lowest Cost • Ideal for Residential Single Valve installations Color: Green cover, black body. Size: Depth 9" Shipping: 336 per pallet 610 — 6" Round • Durable Structural Foam Color: Green Size: 6" Dia. x 9' Deep Shipping: 300 per pallet 910 -- 10" Round • Original Twist Lock Design • Exclusive Brass Insert for olt Down Cover Size: 10" Dia. x 10" Deep Shipping: 99 per pallet 1320 • Rugged Jumbo Size • Extra Strong Side Walls Size: 13" x 20" 1320A — 6" Deep 13200 — 12" Deep Shipping: 1320A — 60 per pallet 1320B — 44 per pallet 1324 • 60% More Space Than The Jumbo • Suitable for Large Commercial and Golf Course Turf Irrigation • Industry Leader in Electrical and Tele- phone Underground • Extra Strength ABS Cover Available Size: 13" x 24" x 15" Deep Shipping: 16 per pallet 1419 — Standard • Space for 2 and 3 Valve Manifolds • Rolled Rim Prevents Breakage Size: 10" x 15" 1419A — 6" Deep 1419B — 12" Deep 1419E — 6" Extension Shipping: 1419A — 78 per pallet '1419B — 66 per pallet 1419E — 36 per pallet 'West Coast 100 Per Pallet 1730 • Up to Seven Cubic Feet of Space • Ribbed Side Walls for Maximum Rigidity • Under 40 Pounds Total Weight „r, • Extra Strength ABS Cover Available Size: 17" x 30" 1730B — 12" Deep 1730C — 15" Deep 1730D — 18" Deep Shipping: 16 per pallet Color: Gray, Groon or Black for Model 910 through 1730 • Ponta hood bolt -down ltd and cnptivo L•boll lock cover optional for 1324 and 1730 • Consult factory for cover markings • Motor reading Ills nvatlnblo for 1410 through 1730 sizes 'i - evergreen pacific i sup-oily r & A Bellevue 1 1 135 NE 33rd PI Bellevue, Wa 90004 (206) 020 -4554 lacorna 3411 Chapel St. S. Tacoma, Wa 90444 (206) 501 -4010 Everol t 725 SE Everett Mctll Wy Everett, Wa 98024 (206) 353-3600 Spokane N 7710 Market St. Spokane, Wa 99207 (509) 401 -6601 • S P E C S ESP Series Controllers Extra Simple Programming Callbacks become a thing of the past when controllers are as easy to use as Rain Bird's ESP Series. Programming steps are clear and logical. An alphanumeric liquid crystal display guides the way with helpful word prompts, visible even in bright sunlight. Plus, the ESP is loaded with water-saving features simply not found on competitively priced units. Flexible scheduling options, dual programming and water budgeting help all ESP owners manage water use—with ease. The ESP Series —easy on the budget, easy on the mind. R.viev4kBiRO. PREFERRED BY PROFESSIONALS WORLDWIDE I T E C H • S P E C S ESP Series Controllers : ;: s.: ;jT, a Ni.,et4C bJ . is ,'''Ahl• � ' 131 ?x144. J'Ilt+M�ocl.t.. 111.:`..•.,.... t. •y��;. rPaigetEleclrlc:Corporaiion ?''• .1•r! t t.. air ,, .v. •, i :: y,1 +• . . 'fn Y.1 1. ;Type ::; Undergr•oiind: feeder• Cab 1e, '.UF ";• • siv jS51'iy 4,Ker�`' 'tA).4:', ' -J•'_ • • :."`�t•Il rit•VriQ:r' -: nisV I'VA:' • _ `> ;t•S ;1 \�:” +l :;t +y'•:• ,1e . • � . a'arr• .. . • tt l lr r •� •:.• • hS,i ngl {eCanductor 0 A ze •` 0.1/1,4tjAWG. tltru • q , i•JG' r . ,!.•. *Lr•,,s1�u,•.,,�T;a +,1r.1 %..., ,; :.1 ..1 ,•:. :ri:iJr+- 11.r.1.J. 1 4..1 ,. „1.10)1(l;i4t ►t..ir I . SCOPE: i,1.111.(1'1,14%."./ 1 :1 ; i ; +I;:;(• 'r• i),?ui t)� • •, y •.,.,, 1.1.1..%. ; • . PROFESS /ONAj SERIES PEB and PES -B Series Valves Built Tough Pressure surges? Effluent water? Clogging debris? No problem. The PEB and PES -B Series valves offer long life and efficient, trouble -free performance —even under harsh conditions. Constructed of heavy -duty, nylon - reinforced plastic, these valves are tough. They resist clogging. And the PES -B model even features a patented scrubber to actively light dirt, debris and particulates, which is why this valve stands up to the test. An optional PRS -B module regulates pressure. Plus, every valve can be bled internally with a quarter turn of the solenoid or externally with a turn of the bleed screw PEB and PES -B Series valves — they're built tough. RasiI4Bieev. T E C H S P E C S PEB and PES -B Series Valves Features • Heavy -duty glass - filled nylon construction • Both internal and external manual bleed • One -piece solenoid with captured plunger • 200 psi (14 Bars) pressure rating • Low flow capability down to .25 GPM (1 06 m' /h; ,02 l/s) • Self-flushing nylon screen (PEB) • Patented scrubber device with stainless steel filter screen (PES -B) • Special metering rod to automatically clean away debrls (11/2- - and 2 -inch models only) • Optional PRS -B pressure regulating module Operating Range • Row: .25 to 200 GPM (,06 to 45,42 m3 /h; ,02 to 12,62 1/s) • Pressure: 20 to 200 psi (1,4 to 14 Bars) • Pressure regulation (with PRS -B): 15 to 100 psi (1 to 7 Bars) • Temperature: up to 150 °F (66 °C) Models Dimensions 1' Height Length Width 100-PEB 61' (16,5cm) 5' (12,7cm) 100•PEB•PRS•B 8' (20,3cm) 6' (15,2cm) 100•PES•B 616 "(16,5cm) 5 "(12,7cm) 100•PES•B•PRS•B 8' (20,3cm) 6' (15,2cm) 11' 4' (10,2cm) 4" (10,2cm) 4' (10,2cm) 4" (10,2cm) 150 -PEB 8' (20,3cm) 150 - PEB -PRS -B 9'(22,9cm) 150 -PES -B 8' (20,3cm) 150 - PES -B -PRS -B 9' (22,9cm) 2" 6' (15,2cm) 6" (15,2cm) 6' (15,2cm) 6' (15,2cm) 6' (15,2cm) 6' (15,2cm) 6'(15,2cm) 6' (15,2cm) 200 -PEB 8' (20,3cm) 6'(15,2cm) 6'(15,2cm) 200 - PE8-PRS -B 9 "(22,9cm) 6' (15,2cm) 6' (15,2cm) 200 -PES -B 8'(20,3cm) 6'(15,2cm) 6'(15,2cm) 200 - PES -8 -PRS -8 9' (22,9cm) 6' (15,2cm) 6' (15,2cm) Hour to Specify - 200 - PES -B -PRS -B SIZE MODEL OPTIONAL FEATURE 100: 1' 150: 1W" 200: 2' PEB PES -B: scrubber model Recycled Paper. PRS -B: pressure regulating module Rain Bird. Conserving More Than Water. ®Registered Trademark of Raln Bird Sprinkler Mfg. Corp. 01992 Rain Bird Sprinkler M(g. Corp. 2/94 Specifications • 24 VAC 50/60 cycle solenoid power requirement: .41 amp (9.9 VA) in rush current .23 amp (5.5 VA) holding current PEB and PES•B Series Valves Pressure Loss' (psi) 1' Iti' 2' ti0 PSB E0 P5� PE0 PPg.O Pw�lOPkdl 1d�PPeQ 50PPSe ,c�� . 00. y.0 2SOOR set 0P0.0 0.25 0.50 1 5 10 20 30 40 50 75 100 125 150 175 200 3.9 7.0 11.3 16.2 2.4 4.2 6.8 9.8 13.3 17.7 PEB and PES -B Series Valves Pressure Loss' (Bars) ,331 us 1' 0,06 0,02 ex.� J'0' 1 0,20 "0O5 Af.. 1 . 2 0,56 "0,;104 3 0,83 14'o 12 4 1,11 t',,,,,0:1_. 2' 5 1,39 0,21 6 1,67 0,27 7 1,94 0,35 8 2,22 0,45 9 2,50 0,59 10 2,78 0,77 12 3,33 - 14 3,89 - 16 4,44 - 22 6,11 - 28 7,78 - 34 9,44 - 40 11,11 - 46 12,78 - 0,16 0,17 0,17 0,19 0,23 0,46 0,75 1,12 2 0,15 0,26 0,44 0,66 0,93 1,27 'Loss values are with flow control fully open and pressure regulating module not regulating. 1) Use of PRS module Is not recommended for flows above line. 2) Use of PRS nodule requires Inlet pressure to be a minimum of 15 psi (1 Bar) higher than desired outlet pressure For example, Inlet pressure of 100 psi (7 Bars) requires outlet pressure of 85 psi (6 Bars). 150 -PES -B with attached PRS -8 Module and Pressure Hose Gauge (PHG) Performance data derived from tests that conform with ASAE Standards: ASAE 5398.1. See 1993 Rain Bird Landscape Irrigation Products Catalog for complete ASAE Test Certification Statement. RAM4B/RD. Rain Bird Sales, Inc., Commercial Division, 2849 East Elvlra Road, Tucson, AZ 85706 0389506 The industry's leading series of spray sprinklers for turf and shrub applications Is built with long- lasting quality, superior components, and the strongest retract spring In the business, Features • Precipitation rates matched across sets and across patterns • Pop -up heights: 2" (5 cm), 3" (7,6 cm), 4" (10cm), 6 "(15cm), 12 "(30cm) • Ratcheting on all models • Exclusive pressure - activated wiper seal • Plastic and stainless steel materials • Seamless, molded construction • Strong, stainless steel retract spring • Fully adjustable flow • Under -the- nozzle filter screen maintains precise radius adjustment (shipped with nozzle) • Easy to service from the top of the sprinkler • Side or bottom Inlet on 1806 and 1812 only • Shipped with 1800 Pop -Top TM flush plug installed Operating Range • Precipitation Rate: .34 to 6.18 Inches per hour (9 to 157 mm/h) • Spacing: 4 to 22 feet (1,2 to 6,7 m) • Pressure: 15 to 70 psi (1 to 5 Bars) Specifications • Flow -by :: 0 at 8 psi (0,6 Bars) or greater; .05 GPM (0,01 m3 /h; 0,003 Ys) otherwise Dimensions • 1/2" (15/21) female threaded inlets • Body height: 1802 -4" (10 cm), 1803- 4 7 /8" (12 cm), 1804 -6" (15 cm), 1806 -9 3/8" (24 cm), 1812 -16" (40 cm) • Exposed diameter: 2'/+" (5,7 cm) Models 1802: 2" (5 cm) 1803: 3" (7,6 cm) 1804: 4 "(10 cm) 1806: 6" (15 cm) 1812: 12" (30 cm) RaiN4BsRD /PA /N.4B 1RD. 1800 -SAM Series Ideal for use In areas with changing elevations, the 1800 -SAM Series offers all 1800 Series features plus: Pop -up heights: 4" (10 cm), 6" (15 cm), 12" (30 cm) Bu11t -In Seal- A- MaticrM (SAM) check valve Reduces low head drainage, puddling and erosion Traps water in lateral pipes in elevation changes of up to 8 feet (2,4 m) Eliminates the need for under -the -head check valves Greater vandal resistance SAM is serviceable through the top of the sprinkler "SAM" easily Identified on cap Operating Range Precipitation Rate; .34 to 6.18 Inches per hour (9 to 157 mm/h) Spacing: 5 to 24 feet (1,5 to 7,3 m) Pressure: 25 to 70 psi (1,7 to 5 Bars) Specifications SAM capability holds up to 8 feet (2,4 m) of head; 3.5 psi (0,2 Bars) Flow-by: 0 at 8 psi (0,6 Bars) or greater; .05 GPM (0,01 m3'h; 0,003 Us) otherwise SAM installation— operable only when installed by bottom Inlet Dimensions • t /2" (15/21) female threaded Inlets • Body height: 1804 - SAM -6" (15 cm), 1806-SAM---93/8" (24 cm), 1812 -SAM- 16" (40 cm) • Exposed diameter :: 21/4" (5,7 cm) Models 1804 -SAM: 4" (10 cm) 1806 -SAM: 6" (15 cm) 1812 -SAM: 12" (30 cm) 4M :J' ,ya'dYPiYlF$ +.7 ..8 1800 Series Sprayheads • 1800 - SAM -PRS Series Meets the needs of all spray areas, regardless of changing elevation or water pressures. Incorporates all 1800 Series features plus: • Pop -up heights: 4" (10 cm), 6" (15 cm), 12" (30 cm) • Buret -in Seal- A- Matic'm (SAM) check valve • Reduces low head drainage, puddling and erosion • Traps water rn lateral pipes in elevation changes of up to 8 feet (2,4 rn1 • Unique built -in stern pressure regulator • Ends misting and logging caused by Mg!) pressure • Delivers uniform water distribution at an average 30 psi (2 Bars) • Pressure regulation IS in(lepen(R'N of no2010 flow • 'SAM -PRS" easily identified on cap • Eliminates the need for under -the head check valves • Greater vandal resistance • SAM is serviceable through the top of the sprinkler Operating Range • Pre:rprtation Rate .34 to 6.18 inches per hour (9 l0 157 min /h1 • Spacing 5 (0 24 feet (1,5 to 7,3 m/ • Pressure. 25 to /0 psi (1,7 to 5 Barsl • Specifications SAM capability. holds up to 8 feet (2,4 'u of heart; 3.5 psi (0,2 Bars) Flow -by: 0 al 8 psi (0,6 Bars) or greater: as GPM (0,01 rn'/h; 0,003 1/5) otherwise SAM installation operable only when Installed by bottom inlet Dimensions • '7i" (15/21) female threaded inlets • Body height 1804-SAM MRS - 6" r(.`0 (806.SAM- i'RS -9 (24 cm). 1812 SAM. 088----16" (40 cm) • Exposed diameter. 2 'A" r5.6 cm) Models 1804- SAM.PRS. 4" (10 cm) 1806 -SAM -PRS: 6" 115 cm) 1812 -SAM -PRS: 12" (30 cml 1804 - SAM -PRS 156 'ati �pr''t.• ,r; „�: ,i�.h' .r�1,5dr , . r.l. . ,,' j i; `, ✓J' A tf.it, 14�.'nn.e }89�, 9' iIN4' pn'�Vpr ', ,]IJ,j'n " nr, : "' ,141 R44,NkB,RD® 1800 Series Sprayheads 1800,1800 -SAM, 1800 -PRS, 1800 - SAM -PRS Specifications 1802, 1803, 1804, 1806, 1812 Full or Part Circle Pop -Up Spray Sprinkler The full or part circle pop -up spray type sprinkler shall be capable of covering _ feet radius (FT RAD.) at _ pounds per square Inch (ps9 with a discharge rate of gallons per minute (GPM). The overall pop - up height shall be _ Inches. The sprinkler body, stem, nozzle, and screen shall be constructed of heavy -duty, ultraviolet resistant plastic. It shall have a heavy -duty stainless steel retract spring for positive pop -down and a ratcheting system for easy alignment of the pattern. The sprinkler shall have a soft elastomer pressure activated co- molded wiper seal for cleaning debris from the pop -up stem as It retracts Into the case to prevent the sprinkler from sticking up and to minimize "flow -by ". The sprinkler shall have a matched precipitation rate (MPR) plastic or brass nozzle with an adjusting screw capable of regulating the radius and flow The sprinkler shall be capable of housing under the nozzle protective, non - clogging filter screens or pressure compensating (PCS) screens. The screen shall be used In conjunction with the adjusting screw for regulating. The 6" and 12" models shall have both a side and bottom 1/2 " Female National Pipe Thread inlet (FNP1) for ease of installation. The sprinkler shall have a Pop- TopT^' Flush Plug pre - Installed. The plug shall prevent debris from clogging the sprinkler during Installation and allow for system to be flushed before nozzling. The plug shall be bright orange In color and constructed of polypropelene material. The sprinkler shall be as manufactured by Raln Bird Sprinkler Mfg. Corp., Glendora, California. 1804 -SAM, 1806 -SAM, 1812 -SAM Seal -A- MaticT M Pop -Up Spray Sprinkler Optional Feature Specifications When so indicated on the design, the 4 ", 6 ", or 12" high Pop -Up Spray Sprinklers shall also Include a Seal- A- MaticTM check valve to prevent low head drainage of up to 10 feet of head. This feature shall require the use of the bottom Inlet only. Recycled Paper Rain Bird. Conserving More Than Water ® Registered Trademark of Rain Bkd Sprinkler Mfg. Corp. 1,1994 Rain Bird Sprinkler Mfg. Corp 5/94 These units shall be identifiable from the top with "SAM "markings on the cap. The sealing device shall be an integral part of the pop -up stem, removable through the top of the sprinkler, and shall seal against the bottom case inlet It shall create no more than 1 psi pressure drop at the maximum rated flow. The sprinkler shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California. 1804 -PRS, 1806-PRS ,1812-PRS Pressure Regulating Pop -Up Spray Sprinkler Optional Feature Specifications When so Indicated on the design, the 4 ", 6" or 12" high Pop -Up Spray Sprinklers shall also Include a pressure regulating device to prevent high pressure fogging to the nozzle stream. This regulating device shall be an integral part of the pop -up stem, removable through the top of the case. These units shall be identifiable from the top with "PRS" markings on the cap. The device shall regulate the nozzle pressure to 30 psi for Inlet pressures from 35 to 70 psi. Below 35 psi the pressure loss shall not exceed 6 psi. The sprinkler shall be as manufactured by Rain Bird Sprinkler Mfg. Corp., Glendora, California. 1804-SAM-PRS, 1806- SAM -PRS, 1812- SAM -PRS Seal- A- MaticTM Pressure Regulating Pop -Up Spray Sprinkler Optional Feature Specifications When so Indicated on the design, the 4 ", 6 ", or 12" high Pop -Up Spray Sprinklers shall also Include a Seal -A- MaticT'" check valve and a pressure regulating device. These units shall be identifiable from the top with SAM -PRS markings on the cap. The check valve shall prevent low head drainage of up to 10 feet of head. The pressure regulating device shall prevent high pressure fogging of the nozzle stream by regulating the nozzle pressure to 30 psi for inlet pressures from 35 to 70 psl. Below 35 psi the pressure loss shall not exceed 6 psl. These models shall utilize the bottom inlet only. The sprinkler shall be as manufactured by Raln Bird Sprinkler Mfg. Corp., Glendora, California. Rain B/rd International, Ina 145 North,Grand Avenue Glendora, CA 91740-2469 USA Phone: 818. 963.9311 Fax: 818. 963.4287 RaeN4BoRD PREFERRED BY PROFESSIONALS WORLDWIDE air Rain Bird Sales, Ina - Commercial Division 2849 East Elvira Road, Tucson, AZ 85706 Phone: 602-741-6100 Fax: 602-741-6146 D39025 Sealant Specialists John Latta. Associates. Inc. 4621 Airport Way South /1 Seattle, WA 99108 t' ) Z06{ 624-4574 ' - )60uj 5 !3•t►fi')7 1001 noutbraat Wirt/slot/ ;7 Portland OR 91202 ;502) 228.125A :1800) 444.0977 Facsimile Cover Sheet To: t - . Company: -r.-x..F ;inece- P h(*P r.. From: Company: Phone; Paul ,Ali. John Latta A,ssociatPs, Inc. (800) 333 -8877 (206) 624.3509 Date : f ( z rages inciudi ig this crwcv page: (' .e Pa o�je;:t; T o a rrn ot- cpY1 Sealant Speelali,StS MI for conOUuctIot' and industry v►3 S 3OS s ! ' V.L.Ld 1 uHOr * I A z v T C : L r7 9 to . .VO 'SO £ DIRECTORY (EXRHI ANSI /UL263 (BXUVI—Continued Min fire Reslatanos Fisting Of Wail Mas Width 01 Assembly Hr Joint In, Fisting Mr 2 4 2 4 2 4 )0 saalant suit 300 sealant 0. U9002012 Rating-3 Hr (?J r ,d 1 gnlwdraht Or n, "01 1100-160 pert eon• ...all having e ran 3 .,, r,re raeietance rating. Mix all mdy also r.o conitruried of any UL Cloeslflea r in the Fred Resistance Diroctoq for names of menu. Of nun 4.0 poi numeral w00t belt msutalmn firmly /2 In from oath surface of waL. thlokrtdae of eedtant applied wirh:n the joint on both durfece6 of welt, Inc, —f660l Sealant lo. U9002013 Rating —•2 Hr tea lijhtwdrgnt Or norms' werght1l00.160 poi) oon' ry well having a min 2 It lire feelatance rating. Wall wiled Concrete Mocha'. Max width of Joint In wall e Firs Rexisunos Directory for names of manufeetur. :mont system shall aonsia■ of the lollowingi so Of min 2.6 pot mineral wool bait insulation firmly terror, Pecking material to Oa recessed from both sop ,data the roqurred thickness of fill material, .Mn 1/2 in wet thlokneas of caulk material applied to at wall. ARK ON PRODUCT FIRE ResisTANCe DIRECTORY IUXRH) FIRE RESISTANC4, RATINGS — ANSI /UL263 (B)(UV) —Con' \ Design No. U9002014 •Qssembly Rating -3 Hr I t , 1 • • a • • w t � • • 'p'• 0 .1 4 , • • .6 1. Wall Auombfy —Mln a In. Mc •intoned lightweight or ormal weight 1100.160 par) con. 'rote wall or min 7.5/5 In. t masonry wall having e m • 3 h fire ntdatsnce rating. Wail may also be constructed a sty UL Ctaeilfled Concrete 131• ►'. Max width of Joint In wall shall bo 2 In Soo Concrete Bloc ICA2T) oetogory In the Fire Resistant Oiractory for names of menu. facturere, 2. Joint Trentmans a tem --tho joint treatment system 10o11 sands of the following: A. Peaking Mej� het --Min 4 In, thlckneo■ of min 2.6 per miners wool barn {floatation firmly packed in opening se a permanent form. Pecking moiarlal to •e racetead from both sur. Ism of wall as required to accommodate the required thleknea of fill material. 5. Joint Trwtment'- .Caulk.—Mln 1/2 in. Oilman of 001410 malarial eppllad within ins joint. (fueh with both eurtacaa of wall. Trornco lnar- fyre`Sa `eearin Design No 09002016 Assembly Rating --4 Hr n, MAX INTERIOR FACE Configuration No, 1 IlmIted to fire exposure on Interior foes only, 1. Wall Assembly,—In canflguretien Na. 1, min 6 In, thlok Ilghtwalght or normal weight wall at min 7.6/8 In. thick masonry well having 1 min 4 h flto re lstenoe rating. Well may also be constructed of any Ul. Cba.Hlod motets blocks', In Configuration No, 2, min 7 In. thick U :weight or normit weight wall or min 7.8 /4 In. Chloe LOOK FOR MARK ON PRODUCT NHor * )T c : L r_t Se '170 1284 FIRE RESISTANCE DIRECTORY (nXRH► FIRE RESISTANCE RATINGS — ANSVUL283 (BXUV)-- Con(inued masonry well having a min 4 h fire reelatenee rating. Well may oleo be conatrueted of any UL Cfaleltied concrete bluest'. 2, Joint Treatment Meteors'.- •Pecking Meteriei —tn Conftgursfion No. 1, a ram 10 In. width el peeking materiel shall be folded In half end peeked into 'blot opening. recessed min 1/1 le, inie the esterlor side of tee well gee manufacturer's Inetelletlon Inetrucllone for site and eon figuration of peaking matellef• In Configuration No. 1, a nom 10 h width of perking materiel shall be folded In half and peaked Info Joint opening. rammed min 1/2 In from both eurlaeea of the well See menu*. turere Inetalletlon Instructions for lice end aonfiguredon of peeking materiel. Becker Rod Mfg, tk Supply Co., Ina,- •ULTRA•0LOCY,' 3. Joint Treatment Meterret'— Caulk —in Configurrtlon No, 1, caulk materiel Applied over pick log materiel to a min thfeknes& of 1/2 in., Ptah with cannot aide of the well, In CeMiguret,en No 2, caulk material Applied over packing moterfel tae min thickness of 1/2 In, tlueh w,th arch •■rtu• m wail, armor! Coro —Type AC•20 FTA 'Bearing the UL Clesallleetion Marking U90020111 sambly Reting -3 Hr • • a • 1. Wall A■■embly --Min 0.1/2 In. 1• ak lightweight or n In thick masonry well hevin. , In 3 h fire reelelanaa any UL Claseu4d Concrete oche'. 2. Peeking Materiel —Nom /2 In, thickness of tightiy.p nun insulation meterle ticked Into lolnt opening, reel wail J. JoInt I'rertmnnt Materiel' •Caulk —Caulk meterlel apps depth of I In on otoh etde of well, flush with well eurfrce Ail !loiter Und•Kunetetoft OmbN --Type A107 stammedur Corp or Amerloe —Type A107 '9eer,r1 the Ut ClarPflcetlon Marking One) weight Concrete well or m'r, ruing. Wall may Also be tonetroeted cf eked nom 0 ocf dantity minare!•vreoi red min 1 lo from each Iun6O* of ti e over packing m616091 to • m;n Design Nn. U900Z017 Assembly Rating'3 Hr. 1. Well Aeeembfy- ConC'at 2. Floor Aewmblr.• -Min 4. concrete flow having assembly end face of 3. Peoking Met■rie Into lain! OPenin Insulation to be 4 Joint Truism lop surface br masonry well hail /2 In, thick lightweight min 3 hr fire reii tanee r all le 0 In, in 4 In, thickness of min 4 pof etween edge of floor assembly a meted a min 1/2 In, below top surf t MeteNel'— Saalent —Min 1/2 In. thlc floor • r min 3 hr lire resistance rating, 1 normal weight (100 to 160 pall struetv11 Ing. Mar separation between edge el Peel 'note( wool belt +neutetion firmly OHIO wall Top evrfece of miner') wool bra e of 1110 floor. 996 of ;Went within joint, nuah with LOOK FOR MARK ON PRODUCT FIRE RESIST FIRE RESISTANCE RAT1N F111t1 Construction Chesil/ 'Deering the LPL Clastifrcation Meiking F i Des191 (CONFIGURAI Exposure Ass? CO , •T• ih co r •r 1. 'Nell Aeaembly —Min 0 In, thick ilgh aunty wail paving 1 min 4 h tire re Ciessdiad Concrete Blocks', Bee Concrete Biopics (C4ZT) oetepo turns. 2. Joint Treatment Meurirl'- .Paokint pecking materiel that! be folded In into the esterlor side of well, 096 m titian of packing material, In Configuration No. 2, a nom 14 f Decked into Joint opening. recessed furor.; Insleltdtion :nitruetiOne for sit Sacker Rod Mfg, 0, Supp 3, Joint Treatment Materiel'— Caulk.. fns materiel 10 e owl thickness of 1/ In Configuret•on No. 2, milk materie In., Nash wit!i each su'feee o/ well. 81ke Corporrt+an -.Type S 'Swing the UL Classification Marking 1=: 0 3 VMS QOSfSV V L.LV'Z kNHOr.* Y`iF� 'C . : • fi7 o5 iris' 04/10/95 155'9 FAX 208 489 1880 ISI INFRASTRUCTURES • INFRASTRUCTURES, INC. 19501 144th AVE NE, SUITE A -500, WOOD1Nti ILLE, WA 98072 (206) 489 -1500 FAX: (206) 489 -1860 CONTRACTORS LICENSE NO: INFRAI *1320M April 10, 1995 Mr. Robert Guymer Foushee & Associates P. 0. Box 3767 Bellevue, WA 98009 Re: Home Innovations Building Tukwila, Washington Robert, The LSTA36 strap -ties on this 1 :wilding were fastened to the roof structure with 10d naily in accordance with Simpson Strong -tie Table on Page 51 of their 1995 catalog, a copy of which is attached. This information is furnished at the request of the City of Tukwila Building Inspector. Sincerely, I f raSt ore's,, Inc.. Vern P. Peterson President J/95 16:00 FAX 21' 489 1860 (s STIFHAIPS P INFRASTRUCTURES MODEL N0. MATL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE L00;15 W L NAILS' BOLTS NAILS t OLTS1 OTY DIA FLOOR (100) MAX' (133) FLOOII (100) MAX' (133) LSTA9 20 ga 11/4 9 8.10d - - 450 605 - - LSTA12 11/4 12 10.10d - - 565 755 - - LSTA15 1'/4 15 12.10d - - • 680 905 - - LSTA18 11/4 18 14.10d - - 790 1055 - - LSTA21 11/4 21 16.10d - - 905 1205 -- - LSTA24 1'/4 24 18.10d - - 975 1295 - - ST292 21/,6 9s /,6 12-16d - - 790 1055 - -- ST2122 21/46 1213/16 16.16d - - 1070 1425 ST2115 3/4 165/16 10.16d - - 450 600 ST2215 21/16 166/,6 20-16d - - 1210 1615 - - LSTA30 11/4 j 3.6 22.10d - - 1255 1670 - - LSTA36 1'/4 36 26.104 5 - - 1290 1715 - - LST149 18 ga 33/4 49 32-10x1 - I - 1455 1940 - - LSTI73 33/4 73 46.10dx11/2 - - 2180 2620 - - MSTA9 1'/4 9 8.10d - - 455 610 - MSTA12 11/4 12 10 -10d - -- 570 760 - - MSTA15 11/4 15 12.10d . -- - 685 910 - - MSTA18 11/4 18 14-10d - - 800 1065 - - MSTA21 11 21 16.1Od - - 910 1215 - - MSTA24 11/4 24 18.10d - - 1025 1370 - - MSTA30 16 ga 11/4 30 22.10d - - 1265 1685 - - MSTA36 1' 36 26.10d - - 1495 1995 - - S76215 21/16 16546 20-16d - - 1330 1775 - - ST6224 2'/,6 236/,6 28.16d -..- ..._ 1890 2520 - - ST9 11/2 9 8.16d - - 540 720 -- - ST12 11/4 11% 10-16d - - 675 900 - - ST18 11/4 17% 14-16d - - 945 1260 - - ST22 1'/4 21% 18-16d - - 1215 1620 - - ST6236 14 ga 21/46 3313, 40 -16d - - 2475 3300 - - FHA6 12 ga 1%6 6 8.16d - - 550 735 - - FHA9 17/16 9 8.16d - - 550 735 - - FHAl2 17/16 11% 8.16d -_ - 550 735 - - FHA18 17/16 173/4 8-16d - - 550 735 - - FHA24 17/16 237/6 0.16d - - 650 735 - - FHA30 17/16 30 B -16d - - 550 735 - - MSTI26 21/46 26 26.1 Odx1'A1 - - 1130 1510 - - MSTI38 21/,6 38 36.10dx11/2 - - 1565 2090 - - MSTI48 21/,6 48 48- 10dx11/2 - - 2135 2850 - - MSTI60 21/,6 60 60.106x1'/2 - - 2760 3680 - - MSTI72 21/46 72 72.10dx11/2 - - 3310 4415 - - MST27 21/46 27 30.16d 4 1/2 2070 2760 1295 1725 MST37 21/16 37 42.16d 6 '/2 2860 3815 1825 2435 MST48 21/46 48 46.16d 8 1/2 3345 4460 2225 2970 MST60 10 ga 21/46 60 56.16d 10 1, 4350 5800 2670 3565 MST72 21/16 72 56.16d 10 1, 4350 5800 2670 3565 PS2184 7 ga 2 18 - 4 5/e - -- -- - PS4184 4 18 -- 4 % - - - - PS7204 7 20 - 8 1/2 - - - - HST2 21/2 21'/4 - 6 5/0 - - 3130 4175 HST5 5 211/4 - 12 % - - 6385 8510 HST3 3 9a 3 251/2 -- 6 3/4 - - 4645 6195 HST6 6 251/2 - 12 3/4 - - 9350 12465 1. Maximum loads have been increased tor wind or earthquake Ioad.ng with ro further increase allowed. Pint loads may not be increased for other load durations. 2.16d sinkers (9 gauge x 3'/4') or 10d commons may be substituted where 16d commons are specified al 0.83 of the lab'e'cads. C•Coop6,11;9454050N STROICG•TiE COMPANY, INC 3. Allowable boll loads a e based on pralleldo•g'ii loading and these min mum membe! Ihicknesset MST- 21/2"; HST 2, HST5 -4 "; HST3, HST6 - 4'44'. 4. PS strap design loads must be determined for ea :h Installation. Bolts are Installed both perpendicuie• and paralel•to•graln, I-42] 0 0 2 / 0 0 2 SIMPSON StlnngTie Typical Floor -to -Floor Tie Installation showing Clear Span FLOOR -TO -FLOOR CLEAR SPAN TABLE MODEL N0. CLEAR SPAN FASTENERS (TOTAL) ALLOWABLE LOAD (133) MST37 18 20-16d 1905 16 22-16d 2100 MST48 18 32.16d 3135 16 34-18d 3330 MST6D 18 46.16d 4785 16 48.16d 4990 MST72 18 56.16d 5800 16 56.16d 5800 MSTI36 18 14.1Odx11/2 810 16 16.1Odx11/2 930 MSTI48 18 26.10dx11/2 1545 16 28- lOdx11/2 1660 MSTI60 18 38.1Odx11/2 2330 16 40.10dx1'/2 2455 MSTI72 18 50.10dx11/2 3065 16 52.10dx1' /2 3190 Typical PS720 Installation 51 $3119 SdVd1S • CORPORATE HEADQUARTERS 2150 FCirry HeWk Road Livermore, CA 94550 (51 0) 449-4100 (800) 227.0470 FAX (510) 373.9213 April 10, 1995 SILVER METAL PRODUCTS INO. Dana Infrastructures, Inc. 19501 144th Avenue, N.E, Suite A-500 Woodinville, WA 98072 Subject: SLST36 Strap Ties Home Innovations Dear Dana; The following is in response to your request for the allowable load value for the subject strap ties which were field modified by the Contractor with additional nail holes. COLLIERS OPERATIONS Colliers Wray Calllorr, WV 28035 (304) 745-1600 (600) 436.8326 FAX (304) 797-7302 The allowable load value for the subject strap tie is governed by the net section of the steel. used on the inforination that you faxed to or attention on April 10, 1995, worst case scenario is that the net section of the steel is further reduced by the additional nail hole. Using the reduced net section of the steel, thv.calculated allowable load value for the subject strap tie would be 1120 lbs, at 100 perca:nt duration. Sincerely, R and S. Leffner Senior Engineer 04 -10 -1995 09 :13FM FROM Silver Metal Products HOME JNOVATIONS V"' TO 12064991860 P.02 Fastener Schedule INFRA1.XLS L LOADS ARE FROM MOST RECENT ICUO /NER REPORTS OR SUBMITTALS. CITY OF TUKWILA 6300 SOUTHCEN'1'ER BOULEVARD TUKWILA, WA 98188 * REVIS! DATE 3 2 q Sr SUB OTT :r;,,L * PROJECT NAME • ! 1 OM E tJ UO v" t O K3 S ADDRESS l I Bo A-�ne Jtx..re. PAczke, VV psi am. 2 1 4 p t E . , � PHONE 36 8 3Z - ( 0 a CONTACT PERSON o W ►�c n (ARCHITECT R ENGINEER PLAN CHECK/PERMIT NUMBER 1 4 — ©31 TYPE OF REVISION: A .T "iCtE\115 t o �� c7t5 UJ �plGTO SHEET NUMBER(S) A- 3 "Cloud" or highlight all areas of revisions and date revisions. SUBMI't'1'ED TO: &01U a7-n 4?7»7 1 \frti \ etervic194 .100.) „maw -' c ` rpt 0) e 00 ,- fie. d,ALL R 2 4 1995 PERMIT CENTER CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVOSI DATE 3/2 4fr N SUB ITT PROJECT NAME • 1 OM E 1131...)0 JIO 1■3 ADDRESS 1 I BCD A-k_51::›t>J1E.re., t CONTACT PERSON • Pkte...t> t (ARCHITECT R ENGINEER PLAN CHECK/PERMIT NUMBER 1.C14 — S1-1.4 TYPE OF REVISION: AT 1M\J ‘511> McZ. r\F-1.3*....Q1C2Zr 6 C> PHONE ?.b.(:)( S - 0 ottair'i; ..e)/ 5z2-ei0D-ckt /ct-r 4LcilAtothey7,_ vth ctvccaditerctztoo SHEET NUMBER(S) A- 2 4-.604t,(2-4te 4:44, cerpi i.&,/' "Cloud" or highlight all areas of revisions and date revisions. 4.4 eLee SUBMI ED TO: arc t467/1/1 torkpAA". .e.zen),(;c626( .-pou /042440 1- ul-bitAti4,4s _Leo eo 05)) 41-7 aqkozi-e- artbc," laajtafe*git0F. ruktivkA MEMO TO: Howard Braden FROM: Bob Benedicto DATE: March 16, 1995 SUBJECT: "Home Inovations" Permit B94 -0372, Parapet revision. ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I have reviewed the proposed alternate parapet detail and have the following comments: X The vertical and horizontal masonry reinforcing that is shown on detail 12/S -3 needs to be called out on the detail. t,2:/ The original design for the precast parapet included dowels to tie the parapet section to the existing concrete wall. It follows that a like connection would be required for the concrete masonry parapet to precast panel connection. Please revise detail as required. Special inspection is required for drilled anchor bolts based upon the condition of there (allowable load) approval. Specify on the plans whether special inspection is required for the drilled anchor connections at the parapet. ,,(,,ccu uc( Provide a general structural note for the concrete masonry units. Specify the performance standard of the concrete masonry to be used, and whether continuous or non continuous special inspection is required (per UBC Sec. 306, A, 7). Note on plans that special inspection of the shotcrete is required (per UBC Sec. 306, A, 12). In addition, UBC Sec. 2621 (a) requires that shotcrete shall conform to the regulations of this chapter for plain concrete or reinforced concrete. Given that plain concrete is not permitted in seismic zone3,,specify a method for reinforcing the shotcrete to existing wall panel. r71.e.6(1 d - Please make the required clarifications to detail 12/S -3 and submit two copies for approval. ENVIRONMENTAL ASSOCIATES 2064552316 p. 02 ENVIRONMENTAL ASSOCIATES, INC. 2122 - 112th Avenue North East, Suite B -100 Bellevue, Washington 98004 (206) 399-6041 (206) 455-9025 FAX: (206) 455 -2316 February 27, 1995 JN 4261 14r. John Pietromonaco P.O. Box 700 Mercer Island, Washington 98040 Subject: REMOVAL OF PRELOAD AUTHORIZATION Proposed Expansion of Home Innovation Building 1180 Andover Park West Tukwila, Washington Dear Mr. Pietromonaco: This letter presents the results of our analysis for the preload settlement. The preload was placed in accordance with the recommendations offered in our geotechnical engineering report of October 7, 1994, and five settlement plates were installed. The • plates were surveyed at periodic intervals during and subsequent to placement of the preload fill. Survey results were begun on January 6, ,1995. The last reading forwarded to this office for analysis was on February 22, 1995. Survey results were plotted on semi -log graph paper, and the observed results were compared to our design analysis. Our analysis indicated the design settlement required from the preload has now been achieved. On that basis, it is our opinion the preload can now be removed, and construction of the structure can proceed. Referring to page 7 of our October 7, 1994 geotechnical engineering report, it is worthy of note that our original estimate regarding the anticipated time for which the preload would need to be in place was six to eight weeks. As evidenced by the survey data provided to us, and our analysis, the preload has actually been on for a seven (7) week period to accomplish the job. The close agreement of this final figure with our original prediction should evoke some level of confidence, both in terms of the validity of the engineering analysis employed in the original study, and in terms of the follow -up methods employed. NVIRONMENTAL ASSOC IATES-4552316 Mr. John Pietromonaco February 27, 1995 LIMITATIONS P.03 JN 4261 X Page 2 This letter has been prepared for specific application to this project in a manner consistent with that level of care and skill normally exercised by members of the geotechnical engineering profession currently practicing under similar conditions in the area, and in accordance with the terms and conditions set forth in our proposal dated September 16, 1994. This letter is for the exclusive use of Mr. John Pietromonaco along with Hill Raauht Pietromonaco and their several representatives. No other warranty, expressed or implied, is made. If new information is developed in future site work which may include excavations, borings, analyses, studies, surveys, etc., Environmental Associates, Inc., must be retained to reevaluate the conclusions of this document and to provide amendments as required. We appreciate the opportunity to be of service on this interesting project, and trust that the information presented here will be of value as you move forward in your development efforts. If you have any questions, or we may be of additional service, please do not hesitate to contact us. Respectfully submitted, ENVIRONMENTAL ASSOCIATES, INC. Mark K. Dodds, P.E. Associate Geotechnical Engineer License: 22508'(Washington) Don W. Spenc r, M.Sc., F.G., R.E.A. Principal License: W000010 (Washington) License: 11464 (Oregon) License: 876 (California) c. CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVISION SUB ATTAL * DATE PROJECT NAME ADDRESS • 1 P2 (r) rAr--1-2_ CONTACT PERSON -nt() •ATZ.D R ENGINEER PmNE0)6`) 3 1 " PLAN CHECK/PERMIT NUMBER --"g 94,— 0 TYPE OF REVISION: .44.cz "w.cpck t..) 1-IS 447b S t1/4.1t SCEP r)V.Aiukt--A< -To L2F Sal C L31-11. 4TZ6Nk famttoe..44-1-5.0 'mKt.ST I L)Ca. rT(ZCC-S -TO A-cco S in (F-L,J ALA< ti-okKi *%17:rmu3 AU t< Kkr...)CE-S 7 o LEcU t..54wt STI:::s • FE,./L -Tb Lt M Ki46,--CrcL. SP . SHEET NUMBER(S) A-2. As--.S L-1 , t "Cloud" or highlight all areas oVrevisions'and date revisions. S SE-TS SUBMti MD TO: TOP,- Nia..1 CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 RECEIVED CITY OF TUKWILA JAN 2 0 1995 PERMIT CENTER *°" REV11VOIN SUB ITTAL * * DATE (7/2-0 67.:S.-- PROJECT NAME '1_._ i 1.1) rJ &VAT i 0 K ADDRESS A I P 0 £-r )D O OM �-2 t� LO (36c) PHONE 2''3 Z S i o b RECEIVED JAN 2 0 1995 PUBTLIC WIORKS CONTACT PERSON +`v IA; A2D 2a -DFrJ OR ENGINEER S ANA. PLAN CHECK/PERMIT NUMBER 1 Agtr — 0 7 1 TYPE OF REVISION: 1NL` 1.051 ►J bF 1,.ITLL( Y LC, 02.. n-r C) ti s c I� c -1 1 5 i OUA-ri . SHEET NUMBER(S) G "Cloud" or highlight all areas of revisions and date revisions. SUBMI'1'1'ED TO: D ps -'#) . k\) r DATE CITY OF TUKWILA 6300 SOUTHCEN'I'ER BOULEVARD TUKWILA, WA 98188 * * REVISION SU tr: F OTT L* PROJECT NAME 4LM E Tr 1-101/4/ ° 1.0 ADDRESS (I 80 t cJJ are ?NW-1.W A \A) CONTACT PERSON PHONE Z - Io0 OR ENGINEER 11 PLAN CHECK/PERMIT NUMBER EgL1_ TYPE OF REVISION: epkitoc ^Q 2 - SHEET NUMBER(S) 4 "Cloud" or highlight all areas of revisions and date revisions. SUBMI1'1'ED TO: l Arab �i itcv T E IZ �.• SE'rs fo4 54P-t,lc.sR.., c C SILTS. RECEIVED CITY OF TUKWILA - JAN 1 0 1995 PERMIT CENTER R 0 B C R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS December 30, 1994 Howard Braden, Architect P.O. Box 520 Eatonville, WA 98328 •\ PROFFSSION:\I, 1000 NORTON BUILDING SERVICES 1)0I SECO \D ;VENUE CORPORATION SEA1'I1E. WASHINGTON 98101 TELEI'I IO \E: 1206) 621.1803 FAN: 1200) 621.9740 1 111 S01711 111)TI-3. STREET SI•ITE 202C 110 \°LULU. I I %W AN 1 813 TELEPHONE: 181)81 333.1161)9 FAX: 18019 545.2200 RECEIVED CITY OF TUKWILA DEC 3 0 1994 PERMIT CENTER 3cLj- O'5/a Reference: 94 -T -15 (Home Innovations, Inc. - Expansion) RFA 1194102 -15 Dear Mr. Braden: We have received information on the above referenced project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. We have no additional comments. We have forwarded the drawings, calculations, and soils report to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer, John Klima. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS/jw:4 cc: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ENT HY: A '2 -21 -94 JOHN A. KLIMA, Pi.. F.O. Box 868 Issaquah, WA 98027.0868 TfdeV M (206) 392.6043 3:54PM ; JUU 14U. 9514 ) _ua« 1 J l 7 j 6- 7f 3 Subjects PD tJg b_ - T I...�CT,�'�•• c� C. . 1 , cu Au,. 6)4 ( 4.. is ?) Yr �' SD4,1,e 8; . i r F0-0 r)/isTczev. T( (A.)At..1 124deS --we /4J . Caw rtA..r. 0 e ri cp(mi 4 . " 14.Csor(� 37 C-r-tracnok tr itt sg ..,,a,ei i— ATP • T1+ g 6110 csr "7"0-07 1NTC 77-S w(Lc. L.4,) 1 PH VIU C .., rtr-e cu ,. r ts. rAreAiu (o4> :a . f fl I S . P T ra 71-44e.. 'Ft= T1►4 .74' A• r . wo u �{- ALM ,A '1`t.) c,41/4.0'� Cam- . ens 0 • e 5,conNme .e Lo A.0 /e!"402,,1 tot.. a q 't`iz'f a . w I)J L L b ' ' ( 5 r1Z.d 1 o -r 3 : TL-+ PArk r S . . 141 riCrt, 114 AT I-4'. T ij w toES PA P Va.c i . 11* 'c, 5!;"r tr1 u. 4. 'i% . Foss r r • aal m- --1 3 . T Qe'S I Gh) 1 S• NOT' Tz e p e... t l 41,.)G 1L r CrIc.,erlo K, j evim e O Imo, • 4.06M -A.6-(.. PO4-1- t S Pt).-m) l DCA A t NA. . aF .. ip,crrot.S. If Pr nt 1.. '! cc " 14-( d - �At.. 5. '!'� M t� t� ..�, r . 012.x 1S-Js IS41741,1 Maq; S I bra 5k4 11-"14 ..01(62r , %�,�..� �� a , 7.1 A�t..0 fr 0M ►r �,c2.20 R"1 x�. a b(l,2 i � tA 1:16tc..1 IZ.74 44. /13-7 - 51 5; SENT HY:A 12 -21 -94 3:53PM 05149 6219740:#4 2 JOHN A. =LIMA, Pl. JOU 1�O..1:.i._, L �., yaw , . - 1, , P.O. Box 868 Issaquah , WA 98027•0868 Title " m, E, I N C■,1,3ci osJS 1, t.JC., (206) 392.6043 Subject Z ?o .l4, "� Cti R.9.)1.-YD b F- :4■.--5117, OW. r'L Nes'ass 5.r•°6 dam. C.,(21tre. etotp.5.0-.1)--4.)st.,. I Lrolgo l�a�r few% t.oett at..) ,lE f'hf 1.... 1-,E34 41067l,, 6.01- i slro,tz •7 36246. 115.. 624 S'.148.2. 64 *to A (.4.-ouieriziz frre: z cco elte 5 � tG h .es. quo (2-e 't), Th.31.= 7 (2041 G-n 0 r , t,.rt. Nra. . k4 relLS C ('t. 5/ u ( (r R ' s t�c� 1�S .s- rt) 'US-4.07101 '16'! 5. rEzlweta T3e./5rQS \O. ti'0,4I 1 cf P,5(, G. dF . !f1 •L.- Z2'5Z /20 X /4//O8//4r QA- i&...�"�, R 0 B E R T FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS December 13, 1994 Howard Braden, Architect P.O. Box 520 Eatonville, WA 98328 A PROFESSIONAL 11)00 NORTON BUILDING 116 S01TII IIOTEI, STREET SERVICES 801 SECOND AVENI'E Sl ITE. 202C CORPORATION SEATTLE, WASHINGTON 98104 IIONOLULU, HAWAII 91)8( 3 TEI,EPIIONE: (20(3) 621 - 18(13 TELEPIIONE: (8081 333.6699 FAN: 12061621.9710 E N:(8081345 -2200 Reference: 94 -T -15 (Home Innovations, Inc. - Expansion) RFA #194102 -15 Dear Mr. Braden: We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. The two -way shear calculation provided for foundations at interior TS columns is not correct. The entire column load must be considered at critical shear section. Again, the 12" overall footing thickness is not sufficient for two -way shear. Revise Detail 6 on Sheet S -1 as necessary. 2. An acceptable calculation for maximum soil bearing pressure at the existing wall foundation has not been provided. There is particular concern for the maximum bearing pressure directly below the new TS column (projected down to existing foundation). Previous calculations indicate bearing below new foundation to be 1,486 psf. Existing wall loads were calculated at 2,709 plf, resulting in an existing soil bearing pressure of 1,354 psf. New loads occur directly over the existing, resulting in a net soil bearing pressure of approximately 2,840 psf. Even if the 1' x 3' foundation projection at existing pilasters is included, it appears that the maximum allowable bearing pressure of 1,500 psf will be exceeded. Provide additional, complete calculations and revise detail as required. 3. Parapet rebar shown in Detail 3 on Sheet S4 must be developed in accor- dance with Section 2612. Provide minimum embedment length per Section 2612(m) and minimum lap splice in accordance with 2612(o). Revise detail as necessary. is 94 -T -15 (Home Innovations, Inc. - Expansion) December 13, 1994 Page 2 RFA 494102 -15 Please forward a copy of this letter to the structural engineer, John Klima, 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. q3.64;R41; Sandra B. Stampfli, P. SBS /jw:3 cc: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 ** CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 EVIS! N SU° tITT RECEIVED CITY OF TUKWILA DEC 1 31994 PERMIT CENTER DATE "biE G k.3. i q C14- PROJECT NAME ■tie.. - �-►•3� GlV ATI b 1..3 s / t��e , rs l 013 ADDRESS It IS (2) r-PPt24< W S T - . CONTACT PERSON W -Z241) 1"�o.j PHONE 832- ‘E:s1 c b (ARCHITECT R ENGINEER PLAN CHECKJPERMIT NUMBER 614 O ? 7 Z, r TYPE OF REVISION: Cd ( F` "PI T L GTI V 2 C J iT S +PE's I i Ivt2.JJ T 7t5 6___DAAKktE.r.1 l 1 SHEET NUMBER(S) kV6- "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: TO 17�rJ'i plC_1'0 (P. December 12,1994 HOWARD BRA DEN ARCHITECT Mr. Robert Benedicto, Plan Examiner Tukwila Building Division 6300 Southcenter Boulevard, Suite #100 Tukwila, WA. 98188 Re: Permit application #B94 -0372 Home Innovations, Inc., expansion RECEIVED CITY OF TUKWILA DEC 1 31994 PERMIT CENTER Dear Mr. Benedicto: In response to comment number 1: I've attached herewith a copy of the original PROTECTIVE COVENANTS agreement for Andover Industrial Park as filed with the County under recording No. 5256443. My copy is a little difficult to read, having been a fax of a fax, so I type you a copy of sheet 4 where it describes the 27 foot easement each side of the property line across the rear of this site. This easement serves not only as rail easement but also as a utility easement. Even if the railroad were to abandon its use of the property, the utility easement would still be in effect, and no building construction would be allowed. I hope this clears up the problem of setback requirement for building area allowed. In response to comment number 2: The electric summary is being prepared and will be forwarded to you as quickly as it is finished this week. If you have any questions, please give me a call. Sincerely, efts' oward Braden, Architect P.O. Box 520 • Ealonvile, WA 98328 • Phone (206) 832.8100 Mobile (206) 381.5209 • Fax (206) 832-8160 COPY of Original Document by Howard Braden, Architect SUBJECT: GENERAL PROVISIONS (Page 4 of Protective Covenants) Read as follows: Construction or alteration of all buildings in ANDOVER INDUSTRIAL PARK shall meet the standards provided in these covenants. Purchasers, prior to construction or alteration of any building must submit two sets of plans and specifications for such building to PUGET WESTERN, INC., its successors or assigns, and written approval of such plans by the A.C.C. shall be proof of compliance with these restrictions. BUILDINGS: (a) Setbacks shall be a minimum of 60 feet on front and 15 feet on side yards. (b) A maximum of 50% of total ground area can be covered by buildings. (c) Truck parking shall be as specified under Chapter 4, Tukwila Zoning Ordinance, side or rear yard loading only. (d) Land to be conveyed subject to 10 -foot utility easement on frontage streets and 27 -foot rail and utility easements at rear or side of property, together with easements under, over and across a right of way 5 feet in width on each side of the common boundary of any designated tract or tracts and 10 feet in width plus normal construction right of way under, over and across any portion of said tracts not adaptable or previously used as a building site in the original installation, where necessary to serve any tract or tracts with utility services. Placement and maintenance of all utilities conditioned upon any entry for installation, replacement, or maintenance; the entities furnishing the utilities shall restore the surface of the ground substantially to its original condition with reasonable expediency. 4. Vol. 4127 Page 356 Rec. No. 5256443 RECEIVED CITY OP TUKWILA DEC 1 3 1994 PERMIT GINTER 5256443 CITY awaszmusamma $TATN Or WhantaeTc M ) comet ' ' 00 X t 0.114x: - • {..' R••.�s: ;. �#�' °�. q:.i; +'S i is • 'W w.b. :.4' 'it' • �,r�,���f ,, � . , ..� ..:::j•.,":r k',L'� ' t�( �YYI x • L . : iF: •Cs. dAl?!. p ^,s• CQIa.�4QT�LR"1 - t�• : "z . rmd • .thra�Th she: - ee6e�rmigned ollic�egs L4s3 :113t 1osissd, ° ,01!. t I� PARK, being all that property conveyed by ' ver, Inc., to Puget Nestern. Inc. , by warranty deed 'deed and purchasers' assignment of real estate contracts ' dated Mby 17. 1960, as filed and recorded under Xib9 County ,•:Aeditoses Pile Nos. 3163315, 3163319 and 5210219'aod appoar- ;;;;;:,,,', 'lag, at pages 40 and 42O2 Volume 4041, ' aad.'page 326 01;;Vb1■2 444UmeA006, records of , said Auditor, has hereby adopted development' plan' of the lands described above. and vhich shall be known as MOM INDUSTRIAL PARK in'the Town of .. Tukwila, King county, State of Washington,-'containing cer- tain streets and easesient..ways which shall hereafter be dedicated to the public use upon completion thereof in ac- cordance with 'town of Tukwila specifications, said ease - rants as shove thereon being hereby reserved for utility installation and maintenances and the undersigned does hereby establish the mutual protective covenants herein- after set forth, subject to which all tracts, parcels, lots and tress in ANDOVER INDUSTRIAL PARK shall be held and /or sold by the Owner, which are for the benefit of the real property contained in ANDOVER INDUSTRIAL PARK and of all persons who may become the owners thereof. These mutual protective covenants shall attach to and shall pass with said real property and each and every part and parcel thereof and shall be binding upon the purchaser or purchasers of any of said lots, parcels, lands or tracts, and his or their heirs. assigns, successors, devisees and administrators. 1. RECEIVED CITY DEC 2.1 1994 PERMIT CENTER • I, All of the building sites in AYDOVE1t X U8TAZAL PARK are for industrial, commercial and warehousing purposes, and all grantees agree to use the sites only for such purposes and under such conditions as hereinafter set forth, y • (A) 10• AImOVSh. i usTRIAL PARK no land'sball be used and'no bUtiding or structure shall be used, erected az con- verted to any use'other than those permitted under Town of Tukwila C -M zoning; except as that noted herein and as ap- proved by the Architectural Control Committee as established in Paragraph II herein. • (8) Building sites in this district may be used for such commercial, industrial and warehousing purposes as are described in Section (A) above, but grantee agrees not to use or allow the use of said premises or any portion thereof at any time for the Manufacture, storage,' distribution or sale of any products or its which shall unreasonably in- crease the fire hazard of adjoining property; or for any purpose or use ire violation of the laws of the United States or of the State of Washington. II. ARCHITECTURAL CONTROL COMMITTEE (Referred to as "the A.C.C. ") For thu period until 90% of the ANDOVER INDUSTRIAL PARK shall be originally sold by the developers, or by the succeb- sor or successors in' interest of any thereof, the A.C.C. shall be composed of: (1) Charles 0. Baker; (2) Chairman of Planning Commission of Tukwila; (3) wells B. McCurdy: (4) Ro- bert G. Keever, and (S) a member of the A.I.A. as appointed, . by the developer: The written approval of any three of the 2. Ll.•: A 1 • members of the A.C.C. -shall constitute the approval of said committee. Swift said pe rio4, in the event of the death or refusal or incapacity to aot o1 any of the designated members of said eosrittee, the remaining members are author- ised to appoint a el ecee or by instrument in writing filed 'with the, RisS Ceamt,v4mtitee's office of .the State of Wash- , inetam..,411sitheetrimalmmbere o1 the :epees ttee poor its d.sig- t ?? .:, ' Y'''4MteceY 'ooSt ii iileeban. be 'e7Atitlad,'t0 and • Compensation fax eesvi0se-pa rfermmi pa reranito tie' :covenant. ' kill gpp1taatleess to the committee lour .approval shall • ' i :' be i!►. writinpii' ebml2` be ' served upon the committee at the office Of PUafllual' a, Arc., Seattle, blehiagton, and .. ehall be euppleiented by "such smpporting' data as the' coax 'mittee shall require. Action by a majority of the committee shall be controlling. The committee's approval nr dis- approval as required in this covenant shall be in writing. In the event the committee, or its designated represen- tative fails to approve or disapprove within thirty days alter a location plan and plans and specifications for a building have been submitted to it, or in any event, if no suit to enjoin the construction has been commenced prior to the completion thereof, approval will not be required and the related covenant shall be deemed to have been fully complied with. • • PROVID30, however, that the A.C.C. and /or its succes- sors or assigns shall not be liable in damages to anyone so submitting plans for approval or to any owner or owners of land covered by this instrument by reason of mistake in judgment, negligence or nonfeasance of itself, its agents or amployeea, arising out of or in connection with the ap- proval or d±eapproval, or failure to approve any such plans, likewise anyone so submitting plans to the A.C.C., for ap- proval, by the submitting of such plans and any-owner by so acquiring title to any of the property covered hereby, agrees that he or it will not bring any action or suit to recover for any each damages against the'A.C.C. In the event the A.C.C. fails to approve or disapprove in writing such de- sign and Location within thirty days after maid plans and specifications have been submitted to it, this covenant will be deemed to have been duly complied with. 3. vot41d III. GENERAL PROVISIONS Construction or alteration of all buildings in ANDOVER INDUSTRIAL MI shall meet the standards provided in these covenants. Purchasers, prior to construction or alteration of any building must •ubwit two sets of plans and specifi- cations for audit building to PUGET WESTEP*. INC.,,its suc- cessors or'assigns, and written approval of such plans by the A.C.C. shall be proof of compliance with these restric- tions. =OM: (a) Setbacks shall be a minimum of 60 feet on front and 15 feet on side yards. (b) A maxilum of 50% of total ground area can be covered by buildings. (c) Truck parking shall be as specified under Chapter 4, Tukwila Zoning Ordinance, side or rear yard loading only. (d) Land tb be conveyed subject to 10 -foot utility easements on frontage streets and 27 -foot rail and utility easements at rear or side of prop- erty, together with easements under, over and across a right of way 5 feet in width on each side of the common boundary of any designated tract or tracts and 10 feet in width plus nor- mal construction right of way under, over and across any portion of said tracts not adapt- able or previously used as a building site in the original installation, where necessary to serve any tract or tracts with utility ser- vices. Placement and maintenance of all.util- ities conditioned upon any entry for installa- tion, replacement, or maintenance; the entities furnishing the utilities shall restore the sur- face of the ground substantially to its origi- nal condition with reasonable expediency. 4. MEP last'. t :lihwedF lb' 'eeet. ,agsliotAblValetibeiresseeli tree ewmaals mud the • • • �arrt tA�a ierct d is i moves saaUrT*ZAL PARK .hall be assueer toaetrseties, or its equivalent, or better. uo =b:31001111.1a11 rs4fr a. woodeat• !than*.. The ex- limelera ieli l aid the aide wallP to a ' of furcate►- feet !Inset be face • beach, its egniva- `'oltV 0e: better. The exterior !inieb of the remainder of twi side walls shall be of concrete block, common brick, its aquivaleat, or better. The rear wall may be concrete, COalrreta;blOrkso .. the blocks or tile bricks. When the rear irslVis ioastructed of concrete or concrete blocks, unless the exterior finish is stucco, or gunite, or their equal, the concrete blocks, the joints, shall be tooled or pointed and ouch exterior wells shall be rubbed down and covered sufficiently with standard waterproofing paint. All other types of contraction not covered in the above gust first be.subeltted to and have the written approval of the A. C. r. Plana and specifications for the construction, instal- lation or alteration of all aigna in setback areas, loading docks, parking facilities, and landscape planting in this district must first be submitted to and have the written approval of the A.C.C. The design and erection of signs upon buildings shall be with the written approval of the A.C.C. !lo accessory building use shall be construed to per- mit the keeping of articles, goods or materials in the open or exposed to public view. When necessary to store or keep such materials in the open, not to exceed six feet in height, the lot area shall be fenced with a screening fence at leant six feet in height; aatd storage shall be limited to the rear 20% of the property. The Building Codes of the Town of Tukwila in effect at the ties of any construction shall apply to much con- struction. 5. .;. u7 Employee, customer, owner or tenant parking will not be permitted on private or dublic dedicated streets in • ANDOVER INDUSTRIAL PARR, and it will be the responsibility of the property owners, their successors or assigns, to provide such minimum parking facilities as follows: (1) One passenger car parking space shall be provided for each one thousand square fe.rt of building area, or one for every two em- ployees: (2) Parking areas dust be paved with a year - around surface (asphalt or concrete) and must be protected by landscape screening as approved by the A.C.C. Planting areas and landscaping shall conform to rea- sonable minimum standards as proposed by PUGET WESTERN, INC., and approved by the A.C.C. All landscaping and planting shall be permanently maintained by grantee on his property at his expense. The A.C.C. shall also act as a landscape maintenance committee and the right shall be reserved to them to enter upon any tract for the pur- pose of landscape maintenance for the account of the prop- erty owner, if said owner shall not have taken corrective action within fourteen days from receipt of notice in writ- ing filed by the A.Q.C. of failure to perform necessary landscape maintenance. The owner of any tract in this district mu:;t at all times keep the premises, buildings, Improvements and appurtnenancis in a safe, clean, wholesome condition and comply in all respects with all government, health and policy requirements: and any owner will remove at nis own expense any rubbish of any character whatsoever which may accumulate on said property. IV. Subdivision of any tract sold under these protective covenants shall satisfy all terms and conditions of said covenants. If. after the expiration of one year from the 6. • • Vim • date Of eze ltiCi Of • . .Y��,.: �a ea� r b0• hav tract within this district,, app ,purdbaest. abtU rei Mee begun is good faith the Aoaetstetiom of at aaaap dole aoildiag upon said tract, MUST WASTR&, INC., map, at its option. refund t be portbase prAce *stouter Late posseosiaa of said land. At any time, rumor 111!6!1. INC., its successors or assigns, may eateaM ih wetting the time in Which such bedding con- struction may be started. v. sash condition and covenant in the PUGET WUTRR. I$C. , ARDOUR& INDUSTRIAL PARK shall terminate and be of no fur- ther effect on January 1, 2010, provided that at any time the owners of a majority of the acreage in ANDOV!R IQiDUS- TRIAL PARK may, by written declaration signed and acknowl- edged by than and recorded in the Deed Records of King County, Wrshingtoo, alter, amend or extend such restric- tions. Conditions and covenants and this right to so alter, amend or extend shall exist as long as the then owners of a majority of the acreage in said ANDOVER INDUSTRIAL PARK desire. The mere lapse of time shall not affect or alter the application of this section. Invalidation of any of the foregoing protective coven- ants shall not affect the validity of any other of such covenants. but saes shall remain in full force and effect. EXECUTED this 22eday of February, 1961. PUGET WESTERN, INC. 4 97 --77 e/ 7 L ■ President 7. •� • iiot4! mit • sTATM or whmammQTOII ) COUNTY OP X IMO ) /a. • On this a..— "'day of February, 1961, before se, the undersigned, a $otary Public in and for the State of Washington, duly commissioned and sworn, personally ap- peared PRZDBRICK W. KIMBALL and RALPH N. DAVIS, to me known to be the President and Secretary, respectively, of PtIGET WINTERS, INC., the corporation that executed the foregoing instrument, and acknowledged the said instru- ment to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that they were authorized to execute the said instrument, and that the seal affixed is the corporate seal of said corporation. wITDIESS my hand and official seal hereto affixed, the day and year in this certificate above written. • w • .•Aced 1./ -21 ,w"i'' 11'4�nt ,O. .'f. / �I. (, Nt • •i .IY • :•l' A ".•C• 'r. 'v.. r...c.... *Ataxy Public in and for the State of Washington, residing at Seattle. e. AUG -1? -1994 11:39 7407120562 20e...237 15Fi5 P.03 206 232 1585 P.02 7/10/74 Cont. 10.790 171 Cs4CiI0 Ti' Not I. . 1 JACK v. 11:...N:tr. Kiri C3 Cl7; rrlkr EASEMENT THIS INDENTURE. E. made this Al �t. day of 1974, between SA$J AMISii COTtMEACIAL CO.. INC.. a Washington car.. 4% potation, hereinafter called "Grantor." and CHICAGO. MII.WAillZC, 5T, PAUL AND PACIFIC RAILROAD COMlANY, a Wisconsin corporation. ORSOON.44ASIIINOTON RAILROAD 6 NAVIGATION COMPANY. an OrsgoA aor- paration. and its Losses, UNION PACIFIC RAILROAD CORPARY, a otah corporation, hereinafter collectively called 'Grantee wi,TTNEl ETN. That in con.id• ration of the sup of One Dollar ($1.00) in hand paid by Grantee to Grantor. the receipt of which is hereby acknowledged, and the performance by Grantee of the cove- nants hereinafter stet forth, Grantor hereby grant*, Cenveys and quitclaims unto Grantee, the tight to install,' maintain aged oper- ate standard gaugo railroad tracks in accordance with a plan adopted as part of a railroad earvice agreement for Andover Park ., ..twean the Grantees and Puget Western Inc., a predecessor In intesest of the Grantor, entered into an August 28, 1961. along. over and across • right of way loca;;d on portions Of Sections Ib +end 35. Township 23 North, Range 4 Fast, w.K.. the centerlines and width• of acid essenents bc_n7 mor,. particul:.rly described as follows: >carcrol I 1 That portion of tho Southeast Quarter of the Southeast Quarter 4SS 1/4, SR 1/4) of Section 26. and of Government Lot 1, Section 35, 'luwnahip 23 Noctp,• Range 4. East, W.M.. Tukwila. Kind Bounty, 'weed ington. contained•'within'•s-•.trip; of land $4 teat Is width having 27 teat of rep width on eaCh..side of the following described- centerlines 1 7407120562 HILL RAAUM 206 232 1585 P.03 Commencing at the southeast corner of said Section 26; Cimino* North 02622'20" Mast along the (met line Ot said Section 26 a distance of 644.63 feet; thence berth 88'12'31' Meat a distance of 144.44 toot to the True.Point of beginning; thence along a curve to the lett having a radius of 300 feet, the center of which bears South 69.01'55` Cost, through a central angle of 25.10'36" for an arc distance of 131.82 feet; thence South 01.47'29' West a distance of 515.60 foots thence south 01'51'39' West s distance of 1,041.00 !wt to s point of cvrvetaras thence along a curve to the left having t ratline of 359.265 feet through a caatral angle of 17.26'41• fOr an arc distance of 109.38 test to the northerly margin of South 180th Street. 11:s. it That portion of the Southwet Quarter of the South• east Quar:ar (5* 1/4. GSM 3/4) of Section 26 dad of Government Lot 1. Section 35. Township 23 North, Range 4, Mast. M.N.. Tukwila, King County. tlaehniaytoa. .contained within s strip of land 54 teat in width having 27 test of said width on each side of the following described centerline: Commencing at the southeast corner of said Section 26; tMAce Month 02'22.20" tats: olostq the east lino Of said section 26 • distance of 644.63 foots tMs.ce Korth ea'1 ?'3i• Mesta distance of 041.48 foot to the ?rue tot:.t of beginning; thence along a cars to the left. the canter of which bears South 70.57'17' mast, having a radius of 300.00 feet. an are dls• twice of 90.34 toot through a control aagli of 17' 15'14•: thence South 01647'29' Meet a di•taoce of 547.77 feet to thaw mate lane of said Govsxmmeat Lot l of Section )5; thence South 01.51'^396 Meat a dis- tance of 1285.55 foot to the northcrly margin of SOYth 180th Street. This eas•emnt is granted on the following terns and coeditiona: 1. Grantee agrees that no atructuroa other than rail.. coed graded. treckaga. and related facilities are to bog con- structed by Orontes on the land covered by this easammot right. ) `• ,h :1 '} -l- 0 1 rwr D : rt iX :c '1 B • •• u...o.,r•M*...lhaaqMilAMibgggJiMWgbO4OMOMgMIO§M ....ftwornsomelbLWAIN 3. -Grantor *grossly reserves the right to install • underground titer, west, drainage, electric power, gas and tfalfilehe service, over, epos us under said land; provided, however, that such installation shall be node below the suttee* t • of the ground and eo es not to interfere with the trackage of Grantee aar.tbe Ise of said right of way by Grantee or its ; • operations titersevet, eadGrisator agrees that installatlos of • • .• eseb fseititinSidiall be perfweed is strict scoordasitte with : taw stscitictLc.s sad WOceireeeeta ei Grantee. .2. ..The tight hereby Issatad Mail. caws end detsmalbe, ,etnewor Grantee shall have portly abandoned �e44 facilities' wad thereopea,.at the regain* of Grantor. Greats. shall promptly temente its trackage and feellitlea and leave the roedbed and preedisme in good essdities. 41. Greet., *grew tea pey any and atA tease eitemmed ettainet its said facilities. $6. elteehee ehela be tweesaible tow sainteesenc et its fact !Miss latent. es ten women woes hereteettee ibeettthed. ead ter those poetises of *aid essential ewe* used far teed. p***Wq QS !ROM,* txack wpcws, and p%411 %drop woad ;woos and hicilitSee in as safe, clew, *below.* ceseltitteerie hoop. lee vete' the protective covemertle fa Andover indesirial eer4. *.- coneatioe viii waist An ealoteeary amitceittees for street cross/my popeito *kirk wall true aloe %; two te tahe totem be rewatild how fattest erderiy dwelegnest of ladoetriel hash, across preeent end ihstare white street& lilvta414 as44 Pere. 1 • 4. .1. • 1, INrir-11-11.1 6 232 1585 P.05 • 0." . .f0 *Pt" • ..-, . . IN WITNZ5S ladiRMOr. this instrument hasikegh,hatecuted by the pasties hereto as of thO day and year first above written. •:,•-,......• :'.. • ' • rt.,„• . • Stcretary '4 :SI ATI Or 11A4111101710d 1 ) Sdi mom or it1110 Oa MA _al__ day et ''.00 • 1074, bedote he personally applarld acid co es haven to be the President and Secretary, reupectdVely. , 01 SAPPArtiliN CopottOCIAL CO. 1SV., the corpotatiae that =pouted by ale .10, Psesideht the eithth and tereeeihe ihettymnat. and ecgoomlealed said Ube stirowent. to thy wee 4pd vvotwatary act an4 dyed 01 the cOr- potation. t� s this uiu 4. purpose* tTeraie mentireed, end edi oath stated that they sera snitriotized to eaecete said Lastraiseet ead!datiat the see& •flamed km* thy corporate •est at the cosporatieh. •t. dot. ; hikes ',exeunt* Sit ay baud mod ;;; . attkeed ottievoi eded the day and reit first above written. • 4••. ;,••••' '.••• ov:;•••• ' • , • • 11"'"ACLAC io sed tee. tb Stet, el Oesegtoe., residing et .74..trli ry ccomovimkoa eaFiroatttpri1.v1 7 r. TOTAL P.e5. City o`r Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #B94 -0372 (512) John W. Rants, Mayor November 30, 1994 Re: Home Innovations - 1180 Andover Park West 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 10,505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) City oh Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) 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 12.104(a)) 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 12.106- 12.111) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 3314(c)) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) The color and design of lettering, arrows and other symbols on exit signs shall be in high contrast with their background. Words on the sign shall be block letters 6 inches in height with a stroke of not less than 3/4 inch. (UBC 3314(b)) Aisles leading to required exits shall be provided from all portions of buildings. The width and spacing of aisles shall be maintained at all times. (UFC 12.104(b)) City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 John W. Rants, Mayor Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminted, or self - luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) Exits shall not pass through kitchens, storerooms, restrooms, closets or spaces used for similar purposes. (UBC 3303(e)) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 3313(b)) 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 City 6, Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 John W. Rants, Mayor 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 #1646) 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) 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) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1646) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) 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. �ti DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 EVOSIO SUB ITT L * ik)o-ur. ccigt-t- RECEIVED CITY OF TUKWILA NOV 231994 PERMIT CENTER .PROJECT NAME nMt ti0 / '(bO- S ADDRESS i 60 AN-) 0 Ui CONTACT PERSON 4-Vc) P+ P.i PHONE (Z-31.- �G d ARCHITE J k ENGINEER w &tap % 2io1/4 PLAN CHECK/PERMIT NUMBER IJc'(14- " O 31 Z. TYPE OF REVISION: r- t o S 1 ,'vo- C' L AcKs t F cer"z_, AV_ ce.n� �Crs -tv SHEET NUMBER(S) 0 1\- , k "Cloud" or highlight all areas of revisions and date revisions. SUBMI'I'1'ED TO: t3 iiJ.1 7E, 1 CZ -7-O N.-L1/6-1, 6-Q, S-5,6-4 HOWARD BRADEN ARCHITECT November 22,1994 Robert Benedicto, Plan Examiner City of Tukwila Tukwila, WA. 98188 RECEIVED CITY OF TUKWItA NOV 23199k PERMIT CENTER RE: Permit Application # B94 -0372 (Home Innovations, Inc. - Expansion) Dear Bob: I received your comments on the proposed project and have addressed them as follows: 1. The existing building received its permit under the classification of Type III -N. The new proposed addition has been redesignated at Type III -N. 2. I have delivered my best copy of the railroad easement to your office via Diana. It clearly sets out the 54 foot wide easement (27 ft. each side of the property line). This is a no build area so stated in the agreement. These rail line not only serve this building but continue on across 180th. to serve all the building South of 180th.. Too many industrial building use them to ever think they will be abandoned. 3. The drawings have been revised to convert the existing wall between the existing building and the new addition into a 4 hour rated wall in accordance with U.B.C. requirements. The door protection through it will be 3 hour rated. 4. The parapet atop the roof is 30 inches high and meets the requirements of U.B.C.. 5. The description of the existing North wall has been added to the drawings. 6. A travel route has been added to the drawings. 7. Existing toilet facilities have been shown together with their fixture count. They are adequate to meet the number of employee now and after the future addition. 8. The drawings have been noted as regard to the 1994 Washington State Nonresidential Energy Code. Please give me a call if you have any questions. Sincejel �. Howard Braden, Architect P.O. Box 520 • Eatonville, WA 98328 • Phone (206) 832-8100 • Mobile (206) 381-5209 • Fax (206) 832-8160 HOWARD BRADEN ARCHITECT November 22,1994 Sandra B. Stampfli Robert Fossatti Associates 1000 Norton building Seattle, WA. 98104 RECEIVED NOV 23 1994 ROBER ( I:OSSA ri l ASSOC. RE: 94 -T -15 (Home Innovations, Inc. - Expansion) RFA #94102 -15 Dear Sandra: I have received your additional comments on the proposed project and have worked with my structural engineer to resolve those item to your satisfaction. Our comments area as follows: 1. All Structural Drawings have been sealed by the engineer of record. 2. The typo error in the Foundation Notes on Sheet S -1 has been corrected to agree with the geotechnical report of record. 3. The building owner and I are both aware that some settlement will occur and the normal amount incurred is acceptable as the structural design is such that both buildings will perform without failure when subjected to code prescribed forces. 4. An amended geotechnical report is being prepared which eliminates the suggested "Isolation Joints". This amended report will be available in a few days and will be forwarded on to you at that time. 5. 6. 7. 8. } See attached structural calculations. } } n n 11 !I " 00 9. }Drawings have been revised. 10. } 11. See attached structural calculations. Attached together herewith are (2) new copies of Structural Drawings with Structural Calculations as relates to the above. Xr Howard Braden, Architect P.O. Box 520 • Eatonville, WA 98328 • Phone (206) 832.8100 • Mobile (206) 381.5209 • Fax (206) 832 -8160 ( JOHN A. 'KLIMA, 'P.E.1 r : ! 1 'Job 'No.t-/ :57 2, Date lisaquah, WA 98027-0868 Title 1 :p3-- P.O. Box 868 . V (206) 392-6043 ' ' b • ,• I ■ • • 1 . . Subject KAGPOt.JS TO -Z, N.36 V.9)PT) ulLsOlt•Yt DC---pr quesiloos Loiti> oc..) 1 I(t A-iLCI-Ac' (v' IZLI (WtSq. it) (NAJD 59.kos1..), It: 1 ! 8,57C ijer ' C-Oek76 00 St-V -c:stl*, Ar(La4 -7' 214Z-Z + 60q —15.649 K.Z.i7C = Af---- .(6.p3.z.t/56-7,-='. 2i,g-tz,"•c,i0t. . , • • • • • • . I .r6, 7 (ao‘ic•-CT1 b QS 4- 17 s's. (47. TI. 1.1-4 P Lt. A-6 re-12 s ( I (1. 51) u-4- 4-3c=q- I 1.)CiLuo CD t t-.7 (2.es Po I..)5 Er TO u-10k—) ." 1 S. DE-Nfrrx Ac90 eel q• 140CUretiL .13■42-A-Oso • 10, If)S1 i 1.70boct) (Zi4 S-5 ItS" Sie-7 147pr 1.6•6cc =. pc) ru -1-ert. crcz (2-) 5n:2-Pc-Qs e P0 t.A.,110-6 3/ oP (6 A t-Jiattc.--s 22 /4 :5z12-)( - licel 1,z3" 7 kitor-IL,-). Of)e. -57(2-/A 41-o140,c, ttii+eous. tto 471-'s "ri 17:;) tbftd5. • ** CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 EVIS1 N SUB ITTAL DATE G3 b � l 2a 4 PROJECT NAME ADDRESS CITYRO UKKWILA NOV 1 6 1994 PERMIT CENTER \60 11.2 744-2 ' CONTACT PERSON -1-6 W pQ PHONE 882- S t 00 CAR- C-HITECI R ENGINEER VT ID &, PLAN CH ECK/PERMIT NUMBER 13q— 03 a, TYPE OF REVISION: Vd ! P1. 14Ol l SLR I p 1nJ 1 (- --ov R.?keY € ru SHEET NUMBER(S) (s -I -r64RU S -S "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: DV) USN al- John W. Rants, Mayor 521Department of Community Development Rick Beeler, Director e, Washington 98328 Re: Permit application # B94 -0372, Home Inovations, Inc. addition. Dear Mr. Braden: The initial plan review by Tukwila Building Division has been completed, and it will be necessary to provide additional information to document compliance with Tukwila ordinances. The following comments outline the specific clarifications and/or revisions to the plans that are necessary. 1. U.B.C. Sec. 505. Pursuant to our phone conversation on 16 November, it is apparent that the resulting building(s) will have to be classified as Type III -N construction in order to meet the allowable area provisions of the Uniform Building Code. If this cannot be established the proposed addition cannot be approved. In order to change the building construction designation you will have to review the construction drawings, submit ( in writing) a statement that the existing construction and the proposed addition meets the construction requirements for a Type III-N building, and request that the construction classification be changed to Type III-N. 2. U.B.C. Sec. 506 (a) 2. I have located the copy of the railroad easement that was submitted previously. Unfortunately, it seems to be a facsimile of a copy of the original and is not readable. Please submit another copy of this document that is readable. Please be advised that the existing document must include a provision for a perpetual "no build" easement on the Westerly 27 -feet of the adjacent property to the East, effective at such time as the railroad abandons its use of this property. This 27 -feet plus the existing 27- feet on the subject property will provide for the required 54 -feet to be factored into the allowable area calculations. 3. U.B.C. Sec. 505 (f) 1,2,3,& 4. Based upon our phone conversation it is my understanding that an area separation wall is to be developed to create two separate buildings in order to meet the allowable area requirements of the Uniform Building Code. Provided that the construction classification is successfully determined to be Type III-N construction the area separation wall will have to be rated at 4 -hour fire resistive construction with openings protected with a fire rated assembly having a 3 -hour fire protection rating. Label the area separation wall on the floor plan and list the required fire ratings for both wall and fire rated assemblies. 4. U.B.C. Sec. 505 (1) 4. The proposed area separation wall must be of the same 4- hour fire resistive construction from the foundation to the top of the required 30" high parapet. To maintain the required fire resistive integrity, no part of the wood roof structure may penetrate 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Mr. Howard Braden #B94 -0372 November 16, 1994 Page 2 4. (cont.) ... this wall (Ref: detail 3/S -4). In addition, the upper 18" of the parapet wall must be of non combustible material on each side (including the coping and any counterflashing). 5. No specific description of the North wall of the existing building is shown on plans. Since this wall is required to provide a 4 -hour area separation, it will be necessary to demonstrate that the wall meets the minimum thickness requirements of UBC Table 43 -B, Item 6 -1.1 In addition, a method for the protection of any gaps that may exist in this "tilt slab" construction must be proposed. Refer U.B.C. Sec. 4304 and 1707. Detail the requirements of the proposed 4 -hour area separation wall and the method of treating construction joints, on the plans. 6. U.B.C. chapter 31. There is a basic requirement for accessibility for the warehouse addition. Consequently, at least one of the entries to the warehouse addition must be made accessible. This requirement may not be applicable provided that an accessible entry exists in the existing warehouse area, and an accessible route of travel is defined from the existing accessible entry to the warehouse addition. Please indicate how your proposal will meet the accessibility requirements. 7. U.B.C. Sec. 705 (c). Toilet room facilities are required to serve the occupants of the warehouse addition. Show where facilities are located that will serve this area. If existing facilities are to be used, it must be demonstrated that the existing fixtures will accommodate the new calculated occupant load of the warehouse addition. 8. Washington State Nonresidential Energy Code, 1994 First Edition. The method of compliance with the energy code must be stated on the drawings. Envelope requirements, lighting and mechanical systems must be indicated and details of compliance must be noted on plans. $s Mr. Howard Braden #B94 -0372 November 16, 1994 Page 3 Please respond to the listed comments in itemized letter form and submit two copies of any information and revised plans that are developed. If you need further clarifications you may call this office , weekdays, between 8 :30 AM and 5 :00 PM. Sincerely, Tukwila Building Division Robert Benedicto, Plans Examiner • c R O B E R T FOSSATTI A SS O C I ;\ 1' E S CONSULTING ENGINEERS November 10, 1994 Howard Braden, Architect P.O. Box 520 Eatonville, WA 98328 \ PROFESSIONAL 1000 NORTON HLILOI \G 116 S01111 1)1'fEl, STREET SERVICES 801 SECOND :11 F; \L E StTrE 202): CORPuR1TI0\ SF • TfE. WASH! \GTO\ 98104 110 MILL IA'. 11.111 All 06813 TELEPIIO\E.:'206) 621 -1803 TELEPIIO \E: 18081333.10399 FAN: 1211111 621-9740 P \.\: 333081543.2200 F' (77: P' °pr) NOV 1 4 '1994 DEVELONiv,L,,, I Reference: 94 -T -15 (Home Innovations, Inc. - Expansion) RFA #94102 -15 Dear Mr. Braden: We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Structural Drawings must be sealed by the engineer of record. 2. The geotechnical report referenced in the Foundation Notes on Sheet S -1 does not correspond to the report received in our office (prepared by Hill Raaum Pietromonaco). Revise drawings or provide supplemental soils report. 3. The geotechnical engineer shall review the foundation design, detailing, and method of construction proposed prior to commencement of any founda- tion work. Some level of damage to the new and existing structures may be "acceptable ", however, both buildings must be able to perform without failure when subject to code prescribed forces. 4. The geotechnical report states that: "Isolation joints should be provided where the slab intersects columns and walls." Revise founda- tion and panel details as required. 5. The 12" overall footing thickness (at interior TS columns) is not sufficient for two -way shear. Punching shear area = 4x(c +d)xd = 582 in.2 where: c = 9" [per Section 2615(f)2] and d = 8.375" (average depth of rebar). See also Section 2611(m). Revise Detail 6 on Sheet S -1 as necessary. 6. The calculation provided for maximum soil bearing pressure at the exist- ing wall foundation (reference Detail 5 /S -1) is not acceptable. It appears that the maximum allowable soil pressure of 1500 psf is exceeded. Revise detail. 7. Is precast pier shown in Detail 2 on Sheet S -1 part of tilt -up wall panel? Provide "compression member" reinforcement (including transverse ties) as required. Reference: 94 -T -15 (Home Innovations, Inc. - Expansion) RFA 1!94102 -15 November 10, 1994 Page 2 8. Verify the number of 3/4" diameter bolts required in Detail 5 on Sheet S -4. Four (4) bolts are specified, however, it appears that five (5) bolt holes are provided. Revise as necessary for clarity. 9. Revise (or remove) panel heights shown in Details 2 and 3 on Sheet S -4. It appears that panel height indicated is overall panel height, not the panel height above finish floor. 10. Indicate (on drawings) grade of lumber to be used at each side of new opening along Grid C, between Grids 6 and 7. (Calculations call for D.F. No. 1). 11. Lateral support for precast wall panels is provided by the horizontal roof diaphragm for out of plane seismic forces. Anchorage to the roof diaphragm must therefore be provided in accordance with Section 2336. For flexible diaphragms, the value of Cp for anchorage shall be increased 50% at the center one half of the diaphragm span (per footnote 3 of Table 23 -P). Section 2334(f) merely provides definition of a "flexible diaphragm ". Check all wall to diaphragm connections for required forces. Provide calculations for review. Please forward a copy of this letter to the structural engineer, John Klima, and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS/ jw: 2 cc: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 JOHN A. KLIMA, P.E. r • Job No.tki -5-7.7.—• Date // P.O. Box 868 , . • Issaquah, WA 98027-0868 Title 1-1014.- 1 k.n)U Prtio t.) (206) 392-6043 • Subject aec, Q0 1,--Y7 PLMJ • ( of 3 ) rf • cb. TILT, - U P PPrioCrt..4S .A412-tA 1;'/Lecotke.r., • ;‘)).T.)‘4SeD , :hyfIlYt-h) L) •Luiplf)(6L t4carel) .15 'ijols Die RECEIVED • 1) Mki . , INZA)Cd.ruit.prk,„ N- re3-, () • • NOV 7 .1994 4 Fok. . . . • . 'oQ 6c) HP M , u„) IJ P evi POW, 11-• p 41 act ROBERT FOSSATTI ASSOC. to., 4 A. ot-n, t 3 4,12....4/0.1 ( Less . AT ; , 44-1 Atcd 01-3o h< 2,15- -"" r2. . ku — of 13'1 g CP-oU t.)1)E1-0 • Orr .Itrthi 14- uv). L....0A-p, op • 51 /z. .(4)PrtA-wS eel; 0114)(137i iet I z (oeutou5 (...‘(: wit...) S fl CA- 2- Du t Nr4, •,"„r&t. lift) , : '3, 5o L.. d? v&L....uer 0F. 1Sc, e$F, .A4plic-escb tespok,r; P124-9A-kA- 17 OLj 400 (Zs IL PeCst. Q., r:sTco %LT Doe.s. 'Nor ErerP It, 13 Es (7-6--pEA--Tti-i) P ActAil Nr74=S1 TRG-- i??,` to i 2 71+ 0 .5' (12,ve-WahL LL OmDeL, Ftyraliwas 1:c- 'T1+ • u-.11 o r-- A ' L../ro .A 11r0 4 • 1:1-14-1.--) . 5 • .1ZePo Lr \c-, ?KT OF me; 0_,1-:-31,r4ic..z7ok..) GOG0 Heur so :twt ii 11 s Nets r :P-ezpour2-t-r); • (°J ThAT is •we 15111)-%.4rUltAte ,4 PetA Piet? (2) 1 • "to PAILA-6, eA- P C Pettce.E.: . or-, PeerPoiLT, 1The i L. 1>e, PrIczrOi.Alb PAJ tLor)ikr6 •11,J• A Cd. 0 IL Perkxe 4) (1-H: -n-k er:5-00 e.ot rot V--&011Nrcf=6. • R-e5? pPrt4A--67e. DOE- To 6-rr 1-eperkir . t-4iu c. A-csn °.) ./SIPM--trorLtf . 4oDexisSe0 • 5,7e Jj JOHN A. KLIMA, P.B. Job No 11.—W Ze Date _ I / 4 ' ( of ) P.O. Box 868 i { 1 Issaquah, WA 98027 -0868 Title 1-1,21,G T L 01410 k S . (206) 392 -6043 ' Subject awd ose i?L iJ. 8 , li IJIr - S . T . M PY0 em A J e .2v t . .I N . P -"'tt- i r`.1 t &tr.= i-ta tit VQ75 T11-e AIL o f c)-PEquerire 517.5 .7 c- A- PL1Z`.( . tt' 'f� LookO'y.. 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C-e si, riOHEVQ1.- .16 iT,'- 1-4 2-/b- 5*-36,‘ ()her "r5)t 6 PR ,e'AGM 51 OP P0012, bocsr To to,,i-e.4 Ltj 'Z Z., (4,1ror-LILLe-D A/Jci+TarLS Q. 4,Le FlikeD (-...)4°5" Ant, 2eQu(C--0 Lut-ittiz HIwtHOM STrz-SL., Is 6 PatAit, ci onk. 47is cz)P- A-41...5- • "ffi-NDS OF- 5 Me-L. c4 LOLAr, TO fasg, r Lone, , Ar-P PL e& owl./ Lti SuP Po O.--t cf -te,e.sc 00 NJ • 1)(A-Ai~gircH VD, ok, 21 (Fr H. 4I *1 =-• /z4 wc.' /0i, 64 /t7S--J-, 010744 4 el-Sat'. g7c.1-3 PAVeL ouctic.ti- 5 . z1N,61 • 1-ArMuf1/4(... 17.-tStSTAINGs chp.06.4-74 a 4o % czt erp OF rit-ic4r101*--) a 0141-r. le)G-5 747*Irjr eq!41FT • fl V.eW. ! D C-terre71-4L •r-A112ivt 2l Ckwiet/___ otc•..s MOT 44JA1Jr Tra 0_011 X99 .415-11-' R O B E R T EQSSATTI A S S O C I A T E S CONSULTING ENGINEERS November 1, 1994 Howard Braden, Architect P.O. Box 520 Eatonville, WA 98328 A PROFESSIONAL. 11(10 NORTON BUILDING 116 SOl TI1 I IOTEL STREET SF.RIICES 801 SECOND AVENUE SUITE 2(12C CORPORATION SEATTLE. WASHINGTON 98104 HONOLULU, 11111 all 96813 TELEPIIONE: (2061 621-1803 TELEPHONE: 18081 533-6699 E.A \: (2061621 -9740 FAN: (8081545.2200 NOV 0 2 1994 1 '4ITY DLVt.LOPMENT oclu-o5--?a Reference: 94 -T -15 (Home Innovations, Inc. - Expansion) RFA //94102 -15 Dear Mr. Braden: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Sheet S -1 (Structural Notes): a) Revise roof design live load to "25 psf (snow)" in lieu of "25 psi." It appears that this is a typo. b) Revise retaining wall active soil pressure to 35 pcf (not 30 pcf), in accordance with the Geotechnical Report. c) Seismic loads shall be in accordance with the 1991 edition of the Uniform Building Code, Section 2334. Revise. d) Revise concrete cover as indicated for concrete exposed to earth or weather. For No. 6 through No. 18 bars, required cover is 2" (not 1 -1/2 ") per Section 2607(h). e) Clarify GLB stress grade combinations to be used. Make sure that stress grades indicated on the drawings correspond to allowable stresses assumed in the Structural Calculations (particularly in the case of negative bending). f) Include a note to ensure that minimum nailing requirements will be in accordance with Table 25 -Q, unless noted otherwise. g) Special inspection shall be provided in accordance with Section 306. Provide notes on the drawings specifically itemizing which work will require special inspection. For example, special inspection is required for all concrete work (and associated reinforcement) using f'c greater than 2500 psi. In addition, special inspection is required for all field welding. Revise drawings as required. h) Add a note specifying which timber connectors are to be used (i.e. Simpson or approved equal) including any special requirements. In addition, provide a schedule for all hangers or connectors at joists, purlins, etc., unless specifically detailed elsewhere. i) Verify grade of 2x6 roof joists. Specify on drawings. j) Provide notes for welding requirements on drawings. k) Provide OSB sheathing grade and span rating on drawings. 1 94 -T -15 (Home Innovations, Inc. - Expansion) November 1, 1994 Page 2 RFA #194102 -15 2. Design values for wind and seismic loads were obviously not obtained from the 1991 Uniform Building Code. Refer to the 1991 UBC for current design requirements, particularly with regard to seismic detailing. 3. The Geotechnical Report referenced in the Foundation Notes on Sheet S -1 does not correspond to the one received in our office for review (prepared by Hill Raaum Pietromonaco). Verify. 4. Exterior foundations to bear a minimum of 18 inches below adjacent, outside finish grade (in accordance with the Geotechnical Report). Revise Details 1, 2 and 3 on Sheet S -1 as required. 5. Coordinate structural fill and preload requirements with the Geotechnical Report. 6. Verify /Justify use of sub - footing indicated in Detail 10 on Sheet S -1. 7. It appears that many of the recommendations noted in the Geotechnical Report have not been followed or referenced in the drawings. The report indicates that there is a high potential for damage to the existing structure during and after construction (due primarily to settlement). In addition, the potential for liquefaction during a seismic event is believed to exist. Every attempt to mitigate damage to the new and existing structures should be made. The geotechnical engineer shall review the foundation design, detailing and method of construction proposed prior to commencement of any foundation work. Otherwise, justification for design and method of construction (as deviate from the Geotechnical Report) must be provided. 8. The size factor, CF, has not been accounted for in the glu- laminated beam design. Reference Section 2511(d)5. Revise and resubmit calculations and drawings as necessary. 9. Provide foundation design for footing at interior TS columns (Detail 6 on Sheet S -1). The 12" overall footing depth may not be sufficient for two -way shear. 10. Verify allowable shear values used for horizontal diaphragm design. If OSB sheathing layout is critical, indicate required layout on drawings. Specify blocking (and associated nailing) where required. 11. Indicate minimum anchor bolt embedment for all anchor bolts (for example, in Details 1 and 8 on Sheet S -4). 12. Check existing wall panel, top plate, anchorage, etc. for new (additional) seismic loading and shear transfer to existing structure. Provide calculations for review. 13. Verify that Simpson LSTA36 straps are to be used at all 4x purlin intersections. Clarify drawings. 94 -T -15 (Home Innovations, Inc. - Expansion) November 1, 1994 Page 3 RYA #94102 -15 14. Verify connection at base of panel as shown in Details 1, 2 and 3 on Sheet S -1. Provide calculations indicating complete load path and load transfer for all vertical and lateral loads. 15. Check existing foundation (as shown in Detail 5 on Sheet S -1) for surcharge loads. 16. Verify /Justify use of precast pier at TS column foundation (Detail 2 on Sheet S -1). Is pier part of tilt -up wall panel? Additionally, what is minimum anchor bolt embedment length? Provide calculations for review. 17. Provide dimensions for bolt locations shown in Detail 6 on Sheet S -4. 18. Verify the number of 3/4" diameter bolts required in Detail 5 on Sheet S -4. Coordinate with bolt locations shown. Revise as necessary. 19. Verify panel heights shown in Details 2 and 3 on Sheet S -4. It appears that panel height indicated is overall panel height, not the panel height above finish floor. Revise as necessary. 20. Specify type of anchor to be used in Detail 2 on Sheet S -4. Indicate required embedment length. 21. Verify capacity of existing wall panel for new opening along Grid C, between Grids 6 and 7. Provide calculations for review. 22. Tilt -up panel reference marks indicated on Foundation Plan shown, Sheet S -1, appear to be incorrect for Panels 17 through 27. Revise for clarity. 23. Panel detail references indicated on Sheet S -2 are keyed to the wrong sheet. Revise for clarity. 24. Provide 2 -No. 5 bars (minimum) around all wall openings. See Section 2614(d). 25. Concrete walls are required to be anchored to the roof diaphragm utiliz- ing the "parts and portions" formula in Section 2336(b) (or 200 plf minimum). Footnote 3 of Table 23 -P requires the value of Cp in the formula to be increased by 50 percent at the center half of the diaphragm span. Check all wall to diaphragm connections for these forces. Provide calculations for review. 26. Design tilt -up panels for lateral earth pressure where wall panels will retain soil. See Geotechnical Report for specific recommendations. Provide additional calculations for review. .'3s*r�awsa;�=er.est At 94 -T -15 (Home Innovations, Inc. - Expansion) November 1, 1994 Page 4 ° ti' if`t,:.? t`:pi'`" x'vs ".:`14 "x• ±`t,i"mm4.'rua;t?gfsmhevgvltrtrm RFA #194102 -15 27. Justify the use of a 5" unreinforced concrete slab on grade (Sheet S -1), particularly with respect to the type of building service intended and large settlements anticipated for this site. Additionally, the Geotechnical Report states that: "Isolation joints should be provided where the slab intersects columns and walls." Revise foundation and panel details as required. Please forward a copy of this letter to the structural engineer, John Klima, and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. andra B. Stampfli, P.E. SBS /jw:1 cc: Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 DATE CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUB PROJECT NAME /-/M 4E- / /U/116 t/4- T7O&U S ADDRESS I( $b 4AJaO ✓e'R- P4e.K wEs r CONTACT PERSON t{O (0 13 eA D E KJ ITT OR ENGINEER PHONE e!2 - gel 0U PLAN CHECK/PERMIT NUMBER `t' — O 3-7 3" TYPE OF REVISION: STr2UGTURAL E. Sion) wAL.L To P,M4pcT -- DET4 -(Ls 3 4.5 SHEET Sy VoiO[ -D YO E u- D E ?i4k L r 2 S rf EE r 3 SHEET NUMBER(S) Z "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: RECEIVED CITY OF TUKWILA MAR 1 it 1'195 PERMIT CENTER City of Tukwila Pre - Application Process MEETING ATTENDANCE RECORD City of Tukwila Department of Community Development - Building Division Phone: (206) 431 -3670 6300 Southcenter Boulevard, 1 100 Tukwila, Washington 98188 Pre - Application File Number PRE94 -019 Project: WESTINGHOUSE ELECTRIC Meeting Date: JUNE 9, 1994 Time: 2:30 Site 1180 ANDOVER PK W Address: Date Checklist Mailed: 6 -10 -94 By: DENISEMILLARD, PERMIT COORDINATOR CITY STAFF PRESENT DEPARTMENTS X X X X X PHONE #'s Building 431 -3670 BOB BENEDICTO, SENIOR PLANS EXAMINER Fire 575 -4404 LT. JOHN MOSLEY, F.P.O. Planning 431 -3680 DENNI SHEFRIN, ASSOCIATE PLANNER Public Works 433 -0179 PAT BRODIN, SENIOR ENGINEER Parks & Rec 433 -1843 Police 433 -1804 Environmental 431 -3680 Permit Center 431 -3670 DENISEMILLARD, PERMIT COORDINATOR Other: RICK BEELER, CHAIRMAN NAMES /TITLES APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: HOWARD BRADEN Phone: 832 -8100 PERSON Company/Title: ARCHITECT Street Address: 223 CENTER ST E City /State/Zip: EATONVILLE, WA 98328 OTHERS Name: JOHN PIETROMONACO PRESENT Company/Title: HILL INVESTMENT COMPANY Street Address: P.O. BOX 700 Phone: 232 -7500 City/State/Zip: MERCER ISLAND, WA 98040 Name: Phone: Company/Title: Street Address: City /State/Zip: Name: Phone: Company/Title: Street Address: City/State/Zip: Name: Phone: Company/Title: Street Address: City /State/Zip: Name: Phone: Company/Title: Street Address: . City/State/Zip: (PRE- APPLICATISN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE94 -019 PROJECT: WESTINGHOUSE ELECTRIC CORP. MEETING DATE: 6 -9 -94 TIME: 2:39ITE ADDRESS: 1180 ANDOVER PARR WEST The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. BUILDING DIVISION 1. Comply with the Uniform Building Code, 1991 Edition. 2. Comply with the Uniform Mechanical Code, 1991 Edition. 3. Comply with the Washington State Energy Codde,, Edition. Provide - energy- Galcul$ s- - stamped -by-a- tashia ton- State - licensed - architect- or-eagiaear4seeattached- format). Ener2Y use- sPsc'S 1f' dct� Q. 'rust \t e ivtc lud acl a� Picots, 4. Comply with ashington State Barrier Free Code, 1991 Edition. 0.5 ameihr4.e4 - Ch .t' 5I -ao Uric) 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. 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 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. 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Wasnington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. 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. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: M ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). XI PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: tions: 296 -4767; Permits: 296- 4727). KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. _B. Z.IRIS Z_Fg1=I CC..11: .S .iR'j'?''Gi= 1z.-3-1"—t-% d5 atmeetz A "E. 19. 6T ;l.S.c U__rZ4(.,_ -C.AW NF_ $i- — ."_.\Cvh*L_ Td.'1.1r— E j I 20. .,5 Srt_- k.6OC1 t.E 4-- Checklist prepared by (staff): Date: 6/ PRE- APPLICATtUN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 E:- APPLICATION 'FILE :NO. PRE94 -019 • PROJECT: WESTINGaditsE EL>ECTRIC.CORP 2.3(iGITE ADDRESS 1.180 nrmovi it PARK wlis :. ,The followin "comments are,tiased review. Additional ltyrormation May be needed.: �otherrequ%rements /n gulbtions may need to be net. FiRE DEPARTMENT -- Construction In;irmation 1. The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) I2. Fire hydrants will be required. (City Ord. #1626) Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service priorto 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 hydra,lt. UFC 10.301 and City Ord. #1646) utomatic fire sprinklers - udibie and visual devices, and a minimum of one pull station per floor are require • or is 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 Mutual or Industri.il Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1626) 5. Maximum grade is 15% for all projects. 6. Hose stations are required. (City Ord, #1646) 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, priorto commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. 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) 9. t10. 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 the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating2A, 10BC) 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) 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) 7c, 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require aturn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). K17. Adequate fire flow availability will need to be demonstrated for this project. 18. Checklist prepared by (staff): d ir 04' Date: /// �PRE- A,PPLICATi6N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO - PRE94-019 PROJECT: WESTINGHOUSE ELECTRIC CORP. MEETING DATE: 6 -9 -94 TIME: 9 :30 SITE ADDRESS: 1180 ANDOVER PARR WEST ,} •'t' a!S' c • " @ '�F i�' {Tt 1 r �yK e A' . ''M hIS':.,q ;• r .. .!b e d`r A �. .. � O t:s y9 c ' + f • 1 ' i4 Lk ri t. Z ^ 4 i °t 4R. ••t ■i ''i •• ; . � t .a • !FIdiffe nat in � a0! !?a,Ybg � lrn,Pt lY1, 1,Q s Pn d „ , ,� !� } FIRE DEPARTMENT -- Inspections Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test 2. Underground tank a. Location b. Distance between tanks . d. Fire Dept. approved plans c.. Distance to property line d. Depth of cover e. f. g. Hydrostatic test Fire Dept. approved plans Materials and test certificate 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans 4. Hood and duct inspections a. Installation b. Trip test 5. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit 6. Flammable liquid room a. Location b. Fire protection c. Permit 7K\ 7. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width �0 71\ 9 10. Fire doors and fire dampers a. Installation b. Drop testing e. Sprinkler head location and spacing e. Vent piping, swing joints, fill piping, discharge piping f. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Fire final a. Fire Dept. access b. Building egress and occupancy load c. Hydrants d. Building address Other: a b. c. d. e. Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers Checklist prepared by (staff): fit' /,e,Cc- A�rts�� e g Date' ;, PRE- APPLICATION CHECKLIST CITY OF TUKWILA -` DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE94 -019. PROJECT: WESTINGHOUSE ELECTRIC CORP. MEETING DATE: 6 -9 -94 TIME: 2:30 SITE ADDRESS: 1180 ANDOVER PARK WEST 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: 3. 4. 5. 6. ( Boundary Line Adjustment Building Site Improvement Plan — j Comprehensive Plan Amendment Conditional Use Permit PA >J►,\ C3,= • fb2�nt t Design Review is_��,v loth ED Design Review - Interurban Environmental (SEPA) `-) Planned Mixed Use Development Planned Residential Development ( ) Rezone F) Shoreline Management Permit Q Shoreline Management Permit Rev. ( ) Short Subdivision Sign(s) C1 Subdivision (+) Unclassified Use�� Variance - Var>71,\ 1- :--wv\w CC! v ew cw-4) kizrr ( ) Other: Zoning designation: Site located in sensitive area? Yes No CNA Minimum setback requirements: Front: 6 3 Side: I Side: S Rear: G Maximum Building Height:4-st/4L Height exception area? E -Yes 1. No U Minimum parking stalls required: � � Handicap stalls required: 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: D' Side: 15 Side: 5 Rear: 5 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. Provide elevations and constructior 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. 13. 14 1 15 16. c l ) )\-))' x'T c > 1L 1;.: Viz" ?to 72) LotelaNY) .6:7666) pd c,..)rnPL\ r o .(-11 ftall 6A0 C A ta "'V )t!-v.) 19, .2„4„ N -1_0 t ' ' n ? f)..L� P -'11.t n i"-11:- V1- - 1 014filT r { 20. GPI �� ��►JE�a rn- c��tiv+r Checklist prepared by (staff): Date: (.o CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PRE - APPLICATION FILE NOPRE94 -019 PROJECT:WESTINGHOUSE ELECTRIC CORP. MEETING DATED -9 -94 TIME2:30 SITE ADDRESSU80 ANDOVER PARK WEST • The following comments are based on a preliminary review. , Additional information may be 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 providing 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. 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. Checklist prepared by T. Kilburg (433 -1823) 6/7/94 'PREPASATIOIV CHECKLIST CITY OF TUKWILA JUN - 2 1994 DEPARTMENT OF COMMUNITY DEVELOPMENT f l.A 6300 Southcenter Boulevard, Tukwila, WA 98188 7UKWILA BUILDING DIVISION - PERMIT CENTER pUBLIK �i Telephone: (206) 431 -3670 PRE-APPLICATION ' FILE NO: ; PRE94 -019 PROJECT. WESTINGHOUSE '.ELECTRIC CORP. ; MEETING DATE. 6 -9 -94 TI • E: 2:30 SITE ADDRESS: •`1180 ANDOVER PARK WE PUBLIC WORKS DEPARTMENT The following comments are based on a preliminary . review. Additional information may be needed. Other requirements /regulations may need to be met. Apply for and obtain the following permits /approvals through the City's Permit Center: (') Channelization /Striping /Signing (S : /d, ( ) Sewer Main Extension (private) NO. Curb Cut/Access /Sideway-Eeno.4 n Sewer Main Extension (public) (—) -i JO Storm Drainage 6-4-C /t o. 2 i 8.024/9 ( 7) Fire loop /Hydrant (main to vault) No ( ) Water Main Extension (private) (� Flood Zone Control CZo/v4 -x) ( ) Water Main Extension (public) (?) Hauling (2.000 Bond. Cert. Ins.)l y, (? ) Water Meter (exempt)(i�'�✓ /R�'•07 °r'vv) Landscape Irrigation(ree No./9) % (- Water Meter (permanent)(/✓D'. ''/x'6741 /Q' /Ar ND /t/474, Pfo -/ n Moving an Oversized Load (—) Water Meter (temporary) (?) Sanitary Side Sewer -Ee No. 20) (7) Other: ,,q y,U ,OLT�'.P/f�l (54 NO. 22/ 15444) ` 5� Ara. 23 2 Hauling Permit required prior to start of any I waling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). jz 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. (/von/E /t/vF'GcJ 5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or obtain waiver. E NO /7) 6. Provide Hydrological - Geotechnical analysis. //via Z.3 e..4" 2 A[7 I€m/g 7. Provide erosion control plan as part of m: ut,... -..... permit application. ( ?) 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). /o /s77?)5�4/7 /D /✓ 9. Provide traffic analysis /trip generation study for: Axzwt ,o/7 ,r'.V ,Vr/rt/7_- _%('t-. - CT /o/ti` -S �s //o wN> 10. Provide developers agreement for:sr:di/4W /'' o /n/ v• �•�'./1.� , ftve'e7r• A17A�/% 11. Provide the following easements and maintenance agreements: c fc) x .1/l/O 40e4 7.. O 44. r7 ' c-44, „5- 'sr./ ,o' d:7"4 /.r/ �4, /74: v?' , -erKi' YA 4"' 12. Filawatx/s45,0/,0112.191ity letters or certificates from districts serving your development. 13. obtain METRO Waste Discharge permit or approval (684- 2300). 14. Complete indagaiatiziEgitzmt and return to METRO (self addressed and stamp provided). 15. Review the following City studies when designing your project and preparing your plan submittal: ` GU/►/SV�T W /TN zitre/NN .s�/EG' %O/V e /7Y 77r4/4/SPem7;- 9T 204/4"n iv.4471, Five 77'P /G.G6- ►L�/�/ 16 fMM)t) %'Y .rd,.cc ,/a4/. eevP'e J'D ,, RWa09.6 w/UTx' .t'A"0.4-v.42 ?go- ,vA Y7- 430 F6eT.. ,r /aEWRLK aRe /NANCY .[S 77fro're" el . conv1u4 -7 W/ 7W ei"ox.rivzze- 40A4 /' aI/V4 17 cera .s' /Ze71/44 /"SGR L .a.PiZAWAY,S .r,yr4LL rjE 7' Gor/1/7&R!' /AL S774/1/PA ZO , •4491N NYO 4 /, /,e.�' LAP ..4 7 /K • l ,fJ "y P"N•Pr AF G ?OR 4'Q4.V/4. R. 18 /ysr "9 /1' /N[�I''EU //V _rya -d /` .. --wee 1/.a.v74 A0D /7/0/Y.74.. h%Y49..e/1/T. zm'oasjihi- TOLERANT 4.:44'7;'/V .s" ARC .f"4c,0Y• .474+VGeG. /R' eze/1ANe/v7 Ae/e/i• 2 ,1.' r"1✓ ^ 19 - r a. s r --M eZeTVW 7 /VDT Nf 0.- srAlee), //- /Y.1 41.141.5".0.%4- "pp — ,e0A1:7-05 ,tyv, - 20. ,Ge," -es ,eve_ eyetyY.r Ay-tip t'd R ■a-A/ .4? /7.4,,V a/1/ r- 0,00.1) r Checklist prepared by (staff): Date. P f 2/. C'oAl..£Sc /,v PLAT•' S4:45 A312 .74' Ac V/ireeZ) . A/9 22. /A" 47 TNER 7'//� 7r 7.b: OF'LY? f .4'.1'G+t1 WIT? DN Oec' fr/1,L 7i. 4f1,0e.A 47/ Z- YcF4 --.4.S 3D CY . 'cvY•a7idN /s- �. 4'44''YsR 7;:e44/ 3i //v 4)47%-c/97: S� /v t .dT� //� .��tG /s 2?. n�.P.YoeZCe .:ac.e"/'T r70- f✓ /44- 494' .Pill ".�s.CtR'Y /"die •' •a Business Declaration Part 1 Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: Contact person at your company: Title: Telephone: Mailing address: 1 Type of business (What does your firm manufacture or produce ?): Number of business sites: Address of each business site No. of employees at site: 1. 2. 3. Use additional sheets if necessary. Part 11 Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Site address: Contact person: Title: Telephone: 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in production areas? Yes CI No 2.. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? Yes ED No . 40077 3. Does your business s or mix liquid chemicals? CI Yes II No If yes, are they for resale? 13 Yes IJ No 4. Does your company use solvents or flammable substances? CI Yes El No If yes, do you recycle them? Yes [73 No 5. Does your company process food or animal matter? Yes CI No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? CI Yes II No 7. Does your company pump or discharge groundwater for construction dewatering or groundwater remediation? Yes No 8. Does your company have uncovered storage areas or outdoor activities, such as vehicle maintenance ,equipment - washing and drum - cleaning? ID Yes No 9. How many gallons of industrial wastewater does your company discharge each day? (check one) None EJ Less than 5,000 gallons Ii 5,000 - 25,000 gallons EJ More than 25,000 gallons Thank you BUSINESS REPLY MAIL FIRST CLASS PERMIT NO. 10910 SEATTLE, WA POSTAGE WILL BE PAID BY ADDRESSEE 1► METRO INDUSTRIAL WASTE SECTION WATER POLLUTION CONTROL DEPARTMENT KING COUNTY DEPARTMENT OF METROPOLITAN SERVICES MS IHW 821 2ND AVE SEATTLE WA 98104 -9986 III IIIII III IIIIIIIIIII III I III IIIII III I III IIIIIIIIIII NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES ISIZIENEMIENOMEM e• —"It- .v— -- tY• -6•- -t -- _�•-r- M ••MIMS •• -1 —60 -S• -- - ••P=1•••••••• • _ • • •••■••• • •••••■-V •■••••• rR/R SPUR TRACK -S' _•• -- 010.,0._ -..- - 0• tavo 0 XIX SIIn� W11Ar \ \\\\x‘ ' \ \` \\ \ \ \ \ \ \ \\ \ \ \\\ \ \\ \ \ \ \ \ \\ \\ \\ \ \ \ \` \. \ \� \�\ \ \ \ \ \\ \ \\ \� \'\ \ \\ \ \\ \` \\ \ \ \ \ \ \ \ \. \ \ \., `�\ �\ \ \\‘._' \�\ \ \ \ \ \\N \\\ 1 14— 1 1 \\ `\ �\ \IL\:_L \\\\ EXISTING VAREHOUSE \ \ \ 00.883 S.F. \ \ \ \\::::\\\C\\\ \\,1>\7- \ \ \.'. \\\ .\ \ \.` \ \ \ \\ .\ r,6• N ) � m? \ \\‘‘‘'\ \\ \ \•\ \\ \ \ \ 0 EXISTING OFFICE 18.010 S. /. 1iIFflJ;1 1 Iz I 1 1 I 1 Ts • Rat24, ,fl (, -1 2 i }-20• -0'-4-•88•.0• 11 LitIMEMPluna - SS8•i'— - - NOTES: 1. CONCRETE SHALL BE A 5 SACK NIX WITH 511 AIR ENTRAINMENT. 2. INSPECTION REQUIRE° Eggg� PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUBBTLVAKS. 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE DRIVEWAY WIDTHS EXCEED 15'a A 3 /O" MINIMUM EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. S. ALL WORK SHALL DE PERFORMED 111 ACCORDANCE WITH APWA/WSDOT PLANS AND SPECIFICATIONS OR AS'DIRECTED BY THE CITY OF TUKWILA. 1.7 CAL DRIVE ENTRANCE PLAN, ingettligetift ...n-t�_, •ice, . ttrz . . - -� - RO' -0•—� -- C� ANDOVER PARK VEST TE PLAN I . • 30 FT . STREIT 1' -160' -Cr SS18T.SIRM PATIO - -- '0. -o.— - 2O• -O'-0t ►Ass Sae Nil von Sunot-si 1 1 1 Ni These plane have been reviewed by the Public Works Department for oonfo(manae with current City standards. Accepter Is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The reePABIMMY tor the adne�q of the =MAO rations with these dFawing♦ after hNeoad�te*111 void r'•is asooptanoe and win require a m e • l revised drawings for subsequen, Fine' - .J 19 subject to Netd Inspection by 1 .. urke utllltleernepeotor. ffteater Dime / /v //q- 4. =WASS 0 ONNIlt COME .: 0' RI),ATB Ir MAIM 0 OM R11r (RAMS • wan we-a= CNSM ANm OIR1,t Welt Car SIDIUti I- R ER T -. Yam. ILLISLhe 1 , V I C I N I T Y M A P LEGAL DESCRIPTION vaIDIANTIIN 1 NGG1554rvLOTIN(iTONCDESCRI/EDT�oYNSIP llINDRTN. RANGE 4 EAST. VILLAMETTE Mont ANORTMDI TO53142110 MARGIN 546.54 �u 06 Sr�,T•.r`�;,i:Iwrictir N ! �,�Gp�'N�44_ -_I�O SEMI MINT ST •T4� WE MI '3g3' ECSOY2TM SALD wiiA . 0 MIN. 21 SEC. EAST 333.00 FEET TO THE T IRUE P 414 a 03cialia SITE DEVELOPMENT DATA CODE ZONING OCCUPANCY CONSTRUCTION FIRE PROTECTION PROPERTY AREA BUILDING AREA EXISTING VAREiOUSE EXISTING OFFICE REV WAREHOUSE TOTAL BUILDING AREA SITE COVERAGE REQUIRED YARDS FRONT SIDE REAR PAVED AREA EXISTING NEW TOTAL PAVED AREA PARKING REQUIREMENTS VAREROUSE ..•(1 /1.1000 S.F. BLDG.) OFFICE ...(1/400 S.F. BLDG) TOTAL NUMBER STALLS REQUIRED TOTAL PARKING PROVIDED INTERIOR LANDSCAPING REQUIRED ...(12 S.F./PARKING STALL) INTERIOR LANDSCAPING PROVIDED 50.333 S.F. 13.040 S.F. 20.000 S.F. 48.599 S.F. 17.041 S.F. 70 STALLS 33 STALLS UDC (CURRENT EDITION) CM 8 -2 54(2W- El FULLY SPRINKLERED 101.990 S.F. 03.272 S.F. 45.75 PERCENT 15 FEET (PROVIDED) 5 FEET (PROVIDED) NONE REQUIRED CITY OF TUKWILA APPROVED JAN 3 0 1995 65.839 S.F. AS NOTED BUILDING DIVISION 133 STALLS 109 STALLS 1.e86 S.F. 1.624 S.F. JAI 2 5 1s3'. TUKWIL A PUBLIC VIURKS 1.1 1 rth 0 0 0.0 mm tt N m m 1 • 0 N SHEET NUMBER A -2 DATE • 0-10-94 - 69' -t• — C&&RE - TYP! `61 PLACES 1 4 X 0 OCVLITE • TIP. C61 PLACES --J • �8 X 7 OERO. EXIT =0===.00000========0====== i - 60'-6• - NEV PRE •CAST CONC. STEPS -J • PIN. PL. ELEV. 89.00' r-14300811 000 �- EXIST. S x��7 ENERG. EXIT RaOVE EXEW Et liUr laidtif (kit EXISTING TILT •UP PANEL EXISTING PILASTER ritwrie ff1 od= =c vnn===== n nnccnvn —S X 7 pW. EXIT r- 8' NON•REINFORCED CCICRETE itr STAID I • t_5rr_ -V.. ant t'ta- .-an- _:r L _ =--t ssaa_ 19F►. PLAN NIOpTtE : flargEtriVIZIMAINIsmn se's' AYV.L C3I IX THE 1 CW11um -PER NNW/CURES ROWIROdTS- 8x10CURD s X S VOID PINT STRIP SN'T0. "-CURS KYDO `OIL.JOIST MOOT 4 X POPLIN EALF Sits 1 L. SMITE 1 X 10 MED� 3 x t VCRS CAN STRIP -, Gar SN•TO. ^T'�YPZCAL 7kTX2VLOCT1Ttt lta3C COL. -613t. 3 X 7 [ERO. EXIT REPLACE � REX'PSTEO Dot REMOVE EXIST. O.STE -ee -PER N1VFWACTLMERS REXIE07lNTS• aL..EIET EA.stOt @vine �-4 X PIfllN NYXSm -SOME, XV4 iN. • a iT. L i 0E9XLp- INGRtSS alms-' E i B N EXISTING VARENDUSE TRAVEL rc reit EXISTING OFFICE AREA t TOIU/T --� _ .woiW RNV -wr. UIRQI ER FREE TRAVEL ROUTE �qt4 rO3la NOTE: 1131 NED 0371003 LP Sir W PARAPET VALL ma tap PLAamc 31 Emit nits v mart - EXTEND EV OUT ImO COSTING RODEO. • 1 tO GA. tiff .1111. .caVSA utTACH vncnvtt ,• `q- `71e r -S x S L'OR.Y® cot nMIP r— atsn.Rar aEATNtIm • - �aln.aar ant axuST.e /ft COMIC.VAlL WNW RAM OM j 4' EOOT IN 31M P A R A P T S E C T I O N 1 , • rif aLOO.OTRATax i- S TOILET 1 J These plans have been reviewed by the Public Works Department for cconformance with current and omissions whoh do not taauthorizeeviolat violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Addition, deletions or revisions to these drawings after this date will void this acceptance and will require a reeubmittai of revised drawings tor subsequent approval. Final acceptance Is to field inspection by the Public Works utllt ss It)spector. Date: i/ i'w - By: t �..0 • T OF EXPANSION TYPE 'A CURB 8. GUTTER j M cs' T4. tr THICKENED EDGE SECTION 8;H NOTES: 1. SIDEWALK WIDTH SHALL BE 6' N1N. 5' IS ACCEPTABLE IN RESIDENTIAL AREAS. 2. SHRINKAGE CONTROL JOINTS SHALL BE PLACED EVERY 15', DUMMY JOINTS EVERY 5' ii 3. CEMENT CONCRETE SHALL BE PLACED ON COMPACTED SUBGRAOE IN ACCORDANCE WITH SECTION 8 -14 OF THE 19861 APVA/NSOOT STANDARD SPECIFICATIONS. S I D E W A L K D E T A I L ox w o ORR/IVIO& SECTION A -A NOTES: 1. CONCRETE SHALL BE A 5 SACK MIX NITS 52 AIR ENTRAINMENT. 2. INSPECTION REQUIRED PLACING CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PuStit WdaK4. 3. ALL ORIVEVAY APRONS SHALL BE A MIN. 6" THICK. 4. WHERE ORIVEWAY WIDTHS EXCEED 16'. A 3/0" 40INIMUH EXPANSION JOINT SHALL GE PLACED LONGITUDINALLY ALONG THE CENTERLINE. S. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWA/WSOOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUKWILA. e9tit1 V E APRON D ET A I L w CITY OF TUHWILA APPROVED JAN 3 0 1995 AS NOTED sg I W °a a a O °o mm run m CO 00 N a 0 W 4 W BUILDING DIVISIO J ul 'L 5 t,,.,., _i(t :c '0II ■ !'I lrl Iu V IUF�KS U z 5 d I I gI N 1 SHEET NUMBER A -3 DATE - 9 -20 -94 • v' te _ r • ••5.•9. — - l-_•_- afY14.a1NS 4.-Il .a•.a 199. 1 j . 1 •••∎I1 N.' • • X 0 SMITE • TTP• as PLAR3 - I11111[� 5W -6' • 4_ - 3 8x10q/O • N 1 C® CAM n1111-. XIXF • L.. — Op P1L•Mn COIL. nm-•' Nlll /RQiAST COIL_ nos -- M -. •— 9.11-9 9:9-9149911.194 se: -vas a .•w+. -a cal ill=1 r. 7 x 7 DREG, EXIT CC•._ r PIN. FL. ELEV. 80.00• C•'! ^M'ORAR NS r i1. 0...A -4 .c .0uv__. 40014 1'X81 • --a x 7 000. EXIT ■• - • • -s• 101-uI110RCm NiRLn n.a* SLY - - • • 1i,1AI. N. PLAti NOTE: S p Ca CL �LUWllatit eA l . • • SOME N100•1IDRrt1A. CXYi tii 1�A Xa r u p r IINO. it&Alun . • - WA FAC11R ES REOIIRCIIOITC - • ser 817110 '-a..AIn :[100 • x PURIM la so Iv • I Skittle - Ax10WM -- 8 8 • COED CAM nMP -- ROW DI•t0. -•% L r - CXIS1. 0 N 7 [1184 0x31 rantwolis7 EXISTING TILTHP PANEL ninno PILASTER - • fair 0 qq�ETppI T WIC ATN II / =ATIONS COL' 01n. 8 X 7 MK cxtt 0031 fr" RUCK cnn. at.lM 1ta A 'IAN `HALL 13E 'DISF' Ep W2M WgEt -,T-(4 N`-Al2 ca cw-Ac* - 2ultz ct> 1I e-e t otz. (P4 LE r('E2s N°T l-r_5 , THAt'4 1- i Nc# I-}I €I-4 -0 �EAO 4'S ,t iaLas \1/4 F -two t,0T OT3SWI Oy -PER .ws, CTYNOS f25IRE10It1- v 081.. AIn 4.8:08 CP01I147 4 X KKK MOO r TAL 17/• M. • 1 1� r L. 0184108•11101083 0031- .' I ENGR888•LOIESI 0001 r 1 EXISTING VARENOUSE .18191101 N0111E J 1 1, mil -FR TOW L. EXISTING OFFICE AREA ITI1111LO • - L L1''rs `RL06.onRATAx IMI•ICK RS V•lP E R FREE TRAVEL ROUTE I 1 N. • •0 T NOTE: MI NW 0811 CMG XP SI018 t MUM 01 EMI stria ► r - an o 14• an ONTO aznpc WIIO. ^-t0 OA .SM. Xt. COVER IATTACII C/S V3J rb- .1 1 IIS11.Y® CAM 1MUP NM OW ORATNING --\ 010 Alai -J LEI 11/1 IN. • 1 P - s. 1 mi._ii -farts 10:1.1? L. .•. ON ANY SIDE ADJACENT TO A ROOF SURFACE, PARAPET SHALL HAVE NONCOMBUSTIBLE PACES FOR THE UPPERMOST 18 - INCHES INCLUDING COUNTBRFLASHING AND COPING MATERIAL. •---8 X II C01R.0000 can MD r- • ERSnoe ut*tN:l0 — asn.• 1/1• COR.YNi 0/111T• MJOIMB • L•' COOK CAM STK P A R A P E T SECT I O N b46, icy 1 Bq4e o3i; CITY Or TUKWIIA pu94ED JAN 3 0 1995 fu NOTEU l U LL' P!G DIVISIO^! Xxrornein NOV Z 3 S91 Powtr oo11IR iit HOVARD BRADEN • • 4- u• • w z J kg s SHEET NUMBER DATE — 9 -2o -9A '\ 1 \1• 'Ir I IV No RAUNT IMES 1" 11 IE* MAN DEPTH AT Mot UEDA 01 :r 3 - pK 1 D. 6TAIu6 D.Tt t1�0_IIfiN " 16' GA D ss��s G • 1]r RDIOYE BURLAP iiitO I TOP 1/3 OLT. 2" LATER ,tat FD086I GRADF. RP s I :404 1 R" sagATER VAN ROOTmtLL WOAD TER SEUI.ED eACKRLL ERE OF HMO FretED eo1L es ositort PLipiT ce 1711E8 r' HIDER THAN DEPTH AT IINICN GROAN Di RIREER1•. 00 b t0 bearOliTAI rata riVeare 2/3 CP TREE frEladt OP aOLAP FROM Y' LATER MILO& SOME FINS GRADS —APAEs TO CET SOIL cad>mais WATER FETTLED eAC10:a CONE OF IWO FIRED SOIL 1 sawnsa aaasalpa. n.r_- r_w. Sap rlawoo" __..s.1•won 1 1 1 1 1 1 1 1 1 1 1 4 1 1 1 1 1 1 1 1 1 1 1 11 1 1 0111461/38 r MISER iMATI DEPTH AT anal GROAN IM COWRY ., • OP CWITIAPI:Ren n 2" LATER PILCM w41e11 GRADE. THAN ROOTBALL SPREAD M pT4l WATER FETTLED 04 11l. COE OF IiAiD Fa¢D SOIL 'AN es TO Agit ) 30 60 stele 1" = 30' Landscape Plan t�f 4 1„:4, li n! 5 A • 1" 4 MISTBG PAeSft ill FT' TYPICAL PLANTING CECTicw NT9 ' TC.rsiTI . 1 •• - PAVvB'EiNT OR WALK ANDOVER PARK MST PLANTING LEGEND Plat epottities ewer alb ailed cte plate bead. If drsottpmsxy gicatesi jaw tea to be dates 09 Latelsease 6TTvOL 4 0 21ANntY NAME 42 aloha lh 'AVaposrea' 90 Tall Cream &e r O goal d et * ia ta 21 esteQa O 54 o Paw rdsna Redd SIZE Aic REMARKS 4 „tk dd d e Qblee al t pBpsad Etwejdretipreaci r greed f Spread 1-3/4" Cr. au'-U' Mt Specs; . As Pa s 1 Gal Mn 3 - C" Rlstss 30" Trarsplar Spear egg LIe 031a LANDSCAPE GENERAL NOTES 1 itetsta of Ma to ots castrates tem ad teat mee flat cabs t to t qt oe was faro iS d othl castrates Wipe d tto eta d ro woo cat to tto oars' fife tat 2 9d Rtpaetere Scaly rate d to 6' trpHs ad rases fro caatra to at deaths snpaatatal sod red ickl rb trpr flan a 7' we free soap was ay to dad Spool ad m aeoerned MS t{1 a Cade Umtata to be fa orate fah asap b d Ste, from. 1a 1 pad by god roe to fls or mss ae tab tool 1. fledp Sadao to Si ttpld to 0 4" It dolt b t* Sap t Rod Max, farmed fissol &FM rot tag ad a d arc ea me b tads m typed data Otis fa pt p d trees ad dabs m per t cnroate a rem �et. crpra.�?o we before ets. On m SAlll.[ t & t 2 0 &a al fa wroyyt' p to to � to dpi. aft 5tbllr ITaP9at b. Pat Nebo* At pats ltd sodas to tee of steer& at forth b Vs btnt edam de AQPrAM swats fat KENT STOOL a states trees MTh N* bit to be Ste al vasty m speeded b On Spat straptd baked spestralli bodied edh beer bract= pease to real wawa neprb t Abe sue and vasty m soiled a plat kpmd ea Id astral a part fatted to bo Q'erry aoa ad pedmcd by catrata to sotto MNs each vasty b saa potty, ad Basta m b pat bid - Tice ad bmotC. a greater data to be treat* spud a cater. m skated oat bad Wt.J of Ostpetcd Otto eras to a of be trades teas ad evagas troy stmt retards rot sate° is orb sM be re cted a fads el dot stale lath 'Osssote caQ*d stye a sadstrcd by Sara Oatd CoRay. u-u -u aryoa at tor, idalep rates of S__ Dadra tree- tea. Cando prates per each 1/Y- d tree ceOa. Ck.jes Tree- ba. Obmcde ?ones per each i'4" of tree hK(A. Stabs- km Osseate parts per And. Gadraer Farb- Sot *excite posses per 10D use feat d raft* Arta ores trotdcmt rubs erasd rated after Mita y 102 fa tree ad dsto pstrgs fa wanton teats! by tad ttrnadhmt Sag amts deer pats; tactite 7. Dark ate Prod r depth Date ft bat. 518 soh sloe fla oak odd► e el wand a Alb orb extra a ads ebettnS Itch psis d btL to ti brrO1 Oa t' bee & Stars A pfadtp &tdhy. 4 Neetenate ad Coaster Mates el dap eras odd GO dye Ste fed acaptate a the j* by the e. ttstraate std brads rased of seeds sa da maw type, sprepep et pretests Odad rattrap m end tip tea rp d Ida sd ands etc_ ad • • bra site spouse OS castroato Cshata td prates the Wry. Undo s alts d trees a tst and a rastorere fa as Ct7 yea fro tts data d red =eaten 1 ad sett eebe yam growth b added. After Its date d fed supteae. ad S.-,J t r perms d testa Gap a bras punt atet & del be robed by as cabala std be speeded podsptm t dried asp acrid protest ore W yea es esters stated Has 10. a is dace eras to be rated by flat rota ysttss nD W Weal Ic1TS. TM. plans have been reviewed by the Public Works Deparment for pconformance with current City standards. i hl do not authorize e olat errors of adopted standards of ordinances. The responsibility for the adequ of the design rests totally with the designer. A darn, doletions or revisions to these drawings after this date will void this acceptance and will require a resubmlttal of revised drawings for subsequent approval. Final acceptance Is subject to field inspect= by the Public Works util �nspector. °are' 08/�9ys �r Owout c r SEE PEP-/-1 IT T /b Ns CITY OF TUKWILA APPROVED JAN 3 0 1955 AS NOTEISA BUILDING DIV SION i_', 2 b Yt i IP'rt) ,1 I'UCLIU WORKS a w 1 1 1 e W 0 0 4 VAN 01 VASTER esouf atatma Mt M1 Nita Bela Mil el Oa wwaar.asugsanrws Sal SHEET NUMBER L -1 DATE - 8-31-94 68'-6' - -- 60' -9. - -- —� - - 244'-9• t.;;4:..1._ _.._. Er CPIS TRACK Saul ..1111.fta•• -- UNWIND BOCK )( al 8111111111 apwre Qio>a. FIN IS1110 AsrA P.COQaT.o.s. QV W EXISTING WAREHOUSE 60.883 s.r. rip NN IAIaSCAPID AAGa+ Itv LAFDSOPSD n IMO I m• S. .. n.4 P. EXISTING OFFICE 18.040 S.F. Tj • $ CLIMB _+ OURLR UNE METAL FIiAMI • ORATE SEE DETAIL 0-3 µ Robot CuRa to CUTTER PREMOLOEO JT. FILLER 3• -7 3, -r IL FILLER PREMOLDED City of T Iw CURB & w/ CATCH GUTTER N MBA }-20' .0* - 4— s• -0•-4 11.0.1( . LAKIir .'-BUS STOP star gX 56 Ca 4- 2e•- o•--4- ANDOVER PARK VEST Ca k1111.•30F.� A N CATCH BASIN DATA C.B.NO.I SOT I (NEV) :f: a . =: c.B.NO.2 84' sO.TE 1 (NEVI 1 :1: as /51 WI. C. B.NO.3 fi.wE I ENEYI dIfig 151 10: C.0.140.4 c 9.10.8 4• S0. TYPE I CENTS?) 1 1.1. t33 41 18: f3q4e 03t& • NOTE: �a r�T TIC �Rj OLInT.R.N. • -- wo•-o• —4.80.-o. -.i 01810 1 • C.I.A. cm reel i .a •s I11/IM PR Nei to ooae. Aug 6, 1990 1 /3A'Z /C&L T ? f'�'c�'u� OE 7l, ooEe Oc>Cc ,4 ,t j 7° c, 7 OF The t J IL fV,e Cate /6 care S OrvK DRWYS ite /0'60 c-- 3 pR/c; P1 NI41.. S/6 AJO cp REF PEEM /T Cc u3 /T /oti,s Wade for These conformance with errnt P M1e been nfor by the Public City titan a •�•• Acceptance s subject to ors 8"'' " • .onich do not authorize violations of t .:lards or ordinances. The responsibility ' .uequacy of the design rests totally with 1• t .,.signer. Additlorts, doletons or revisions to these drawings after thle date will void this acceptance and will require a resubmlttal of revised drawings for subsequent approval• Final acceptance Is submit to field inspection by the Public Works ufIMip nspeotor . Date /etfrqs By: CI IIA APPROVED JAW 3 0 1995 AS NUIEU BUILDING DIVI ION LEGAL DESCRIPTION -I2!, III:, I, I'LC I-I,... v Lt-As L� IDIANTIIN KINOOBCdIgt T Y LOT ASSHINGTO CTIONRIBEDTAASS roams, 'I NORTH. RANGE 4 EAST. WILLAMETTE AL�i6 THE H LE1 69tr R LD 3 A t BE N T ENCL SrN M D n i 39 SEC. D ll ;M tIES EAS 114,* VE 3O TE T MARf i DEG I lip T THENCE SOUTH a OOFEET C T R IN. HOVARD BRADEN 00 0'D mm tam .0.0 N 1 e, 55 U exwe SHEET NUMBER C-1 DATE - e -10-94 r AREA TOTAL (INCLUDING EASEMENTS) EASEMENTS BUILDING (FOOTPRINT ONLY) PARKING STANDARD NO1'47'291 895 78' UPLAND DR. ED. 4 SO CONC. MON W/NAIL (1 -94) 182,024 S0. FT. 24.872 S0. FT, 63,558 SO. FT. 71 SPACES li NE CORNER SEC. 35-23-4 CALC POSITION REF.: ROS BK. 78 PG. 256 J J LEGAL DESCRIPTION (TPOB) 383.34 OR 4.18 ACRES OR 0.57 ACRES OR 1.46 ACRES LEGEND BCBL DLF EM FH FP SL SSMH TSV TT WM Wv F0. HARD NAIL NO 10' l 1 1111' (1-94) "t0 CATCH O BASIIN ACK LINE DRY LINE FIRE CONNECTION ELECTRIC METER FIRE, HYDRANT FLAGPOLE POWER VAULT STREET UGHT SANITARY SEWER MANHOLE TRAFFIC SIGNAL VAULT TELEPHONE VAULT WATER METER WATER VALVE 4,40.4a .to,s► EASEMENT FOR RAILROAD TRACKS REC. NO'S. 7301300110 li 7407120562 FD 'K W /TAO 'LS 18077' EO 1' IP. W/PLUG & TK E0.13' (1-94) ((v 46.5 , ANDOVER PARK EAST ANDOVER PARK MST UTHCENTER polcvio VICINITY MAP NOT TO SCALE CENTERLINE RAILROAD TRACKS '51 9 "W • a ••-.. _ - -.a SCALE: 1" = 30' 60' POR. GOVT. LOT 1 SEC. 35, TWP. 23N., RGE. 4E., W.M KING COUNTY, WASHINGTON FD. PK W/FLASHER 'LS 12399' BSBL PER CITY OF TUKWILA (SEE NOTE G -2) FH 8 Q Wv FACE OF CURB a NO 3' FACE OF CURB -- DN LINE FACE OF CURB 0 0 0 a >c Y •ri M 13 �o. .� g 6 NO.3' 0 'r1 Z 5'� p U 5256443 (SEE i+5TE B -<) UTI PER -r PROLITY TI TECVE EASEMENT COVENANTS REC. No. 5256443 (SEE NOTE 8-4) 0 FACE OF CURB NO 2' FACE OF CURB 50.2' 11 kURB I 171.71' RAIL AND UTILITY EASEMENT PER REC. NO. P52 6443 (SEE NOTE B -4) 11 1 DRIVEWAI CONC MON W /BRASS CAP IN CASE REPORTEDLY FD 1 -91 NO MON FD. THIS SURVEY USED CALL POSITION REF ROS OK 78. PG. 256 I1 1 CENTERLINE RAILROAD TR \-\\kcjG`*`\\NN\-\\\\\\C\e: k '5.%\ rt. LIG \ H \\\\\\\\\\<C*14k\\\ \ IIGNT 4' \ 4��� \ICI• T 4' r` - B III( I I i 132 BSBL PER CITY or TUWWIA (SEE NOTE G -2) C8 CURB LIGHT LIGHT LIGHT ASPHALT WM FH EMI ' IWV 1 STORY CONC. TILT -UP BUILDING ADDRESS: 1180 ANDOVER PARK WEST TUKWILA, WASHINGTON \ \N I -1 I 4GHTI 1 1 1 1 In 1 1 1 LIGHTI 1 1 1 1 1 1 1_1 L L 11 _ j LOLLARDS- O CB \ BSBL PER 58' +- LOADING DOCK GATE is'- gi 10' HIGH CYCLONE FENCE GATE � a \ 6' - CURB 9 PROTECT' 0 N NIS REC NO. 5256443 (SEE NOTE 13-4) v - / cc 0 0 UTILITY EASEMENT PER PROTECTIVE COVENANTS b REC. _� 526443 (SEE NOTE B -4) 546.54 CONC PAD NOt'51'57'E CV B TSv ANDOVER PARK WEST Bqq O37a .- tg111111 a 10. Ha (IIOO ATaIllinalArsnia CURB 1322 29' a STORY CONC. T1LT -UP BUILDING CB FD. PROP. LINE STA. ! W /TAG "LS 18902' (1-94) 53.71' DRIVEWAY TSV R FD. REBAR W /CAP 'PAC -1I (,H LS 12399' (1-94) VAULTS FOR STREET LIGHTS daIlle- • t - rn SIFS %oasts.... ..M.' M' .. - I r , • IF BEARINGS HELD DEED BEARINO OF N87'44'OB "W ALONG THE NORTH L14' r r r,nvERRIIF'll 1.0T 1, SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W' r,ri I R. I NOTES .. 1 ASEMENTS AND LEGAL DESCRIPTIONS BASED UPON THE CHICAGO TITLE INSURANCE COMPANY, A.L,T.A. COMMITMENT, ORDER NUMBER 400828, DATED prCFMRER 13. 1993 AND THE FOLLOWING SUPPLEMENTAL REPORTS: ftIpPLEMENTAI NO. 1 DATED DECEMBER 29, 1993. 7.1PPLEMENTAL NO. 2 DATED JANUARY 4, 1994. 'JPrLEMEIITAL NO 3 DATED JANUARY 12, 1994. FnR ALL OTHER MATTERS OF RECORD SEE THE ABOVE REFERENCED T11LE PET. I ER PCR CItY Or TUKWILA THIS PROPERTY LIES WITHIN THE ZONING DISTRICT 1 .4ArTTERT 18 50 OF THE PARK. TUKWILAK20N NGRCODE (TITLE 18). PRINTED N NTED , .;108ER 5, 1993- t 'Ja1T YARD 50 FEET r 10E YARD 5 FEET. 1 FAR YARD 5 FEET, • TITTr FEET WHEN A NON - RESIDENTIAL USE IS ADJACENT TO A RESIDENTIAL u5E CFERENCE PF.CCRD OF SURVEY 111 BOOK 86 OF SURVEYS AT PAGE 29. RECORD OF SURVEI IN BOOK 48 OF SURVEYS AT PAGE 216. RECORD OF SURVEY IN BOOK 78 OF SURVEYS AT PAGE 256. RECORDS OF KING COUNTY, WASHINGTON. UPLANDS FEAT OF ACES 8 ID.RECORDS OFF NG COUINTY. WASHIN 104 OF PLATS GTON. F FD w. r1 1 'IMF. 0' •>.PHIC PLOTTING ONLY. THIS PROPERTY IS IN ZONE X, (AREAS DETERMINED II! •rI' PFR 53035 0328 D. EFFECTIVE I�DATETOF SEP7EMBERR29. 19889. M0 n[•I•IJIA ION CAN ONLY BE DETERMINED DETERMINE ELEVATIONNCERTFICATTEExACT rr, ;ir,cATIfN I. ti 'Aptly FREEMAN. A REGISTERED PROFESSIONAL LAND SURVEYOR. DO HEREBY CH 'IF, TO NATIONWIDI LIFE INSURANCE COMPANY, CHICAGO TITLE INSURANCE COI'.,MIY AND JOHN P,ETROMONACO THAT THIS � tP�rLAT OF SURVEY REPRESENTS A TR:1! AND CORRECT SURVEY MADE BY ME ON J .nWAIe.y -.8=Q • 19 S�' nr HI rOLLOWING DF!CR18ED PROPERTY: 411 LO1 1. SECTION 35, TOWNSHIP 23 COUNTY. WASHINGTON DESCRBED'AS VICE FCI . OWS: Bt' I'Ir "NG AT THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 1; THENCE NI 87'44'08" WEST ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 1 A 0r. r.:NCE OF 949 49 rEET; THENCE SOUTH 01•51'39- WEST A DISTANCE Or 3t 34 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING S�••'IH 01'51'39' WEST A DISTANCE OF 546.54 FEET: THENCE NORTH 88'08'21' WT'1 333.00 FEET TO THE EAST MARGIN OF ANDOVER PARK WEST; THENCE NO' TH 01'51'39' EAST ALONG SAID EAST MARGIN 546.54 FEET; THENCE 5C.1 r,I 88'08'21' EAST 333.00 FEET TO THE TRUE POINT OF BEGINNING. DIE uNDERSIGUED FURTHER HEREBY CERTIFIES TO NATIONWIDE LIFE INSURANCE COMPANY, CHICAGO 11TLE INSURANCE COMPANY AND JOHN PIr.TROMONACO AS CF THE _S&L DAY OF. -Es .MeL __ 19 g.' , THAT THI FOREGOING SURVEY CORRECTLY SHOWS (I) THE LOCATION OF ALL BUILDINGS. $TP.JCTIJRES AND OTHER IMPROVEMENTS SITUATED ON THE ABOVE PREMISES, AND 114' 1, EXCEPT AS SHOWN, THERE ARE NO VISIBLE OR RECORDED EASEMENTS OR vu. RICH or WHICH THEPUNDERSIGNED HAS BEEN ANY ADVISED, NO PARTY WALLS. NO OF is Or WAY O Et • ,tfACHMENTS 0 14. ADJOINING PREMISES, EASEMENTS. STREETS OR ALLEYS BY AN • 01 SAID BUILOIriGS. STRUCTURES OR OTHER IMPROVEMENTS. AND NO Et•! 1•0ACHMENTS n• SAID PREMISES BY BUILDINGS. STRUCTURES COURSES AND IM "'; OVEMENTS sill". TED ON ADJOINING PREMISES; ( ) 1111 .' ;uPED DISTANCI.S OF THE EXTERIOR PROPERTY LINES OF THE PREMISES AND EASEMENTS LOCATED ON OR AFFECTING THE SAID PREMISES; (111) THE VON AND NUMBER OF PARKING SPACES AND THE TOTAL SQUARE FOOT AREA or :•r.£,,1 r• ,s•JD £MY CASEMEI!TS LOCATED 011 rR ACCT. TRW THE $AIF• P'• 4"'3: (IV) '••r r•'•Af VISIONS Or ALL IMPROVEMENTS 014 THE AID PREMISES AT . P' •JND Silrr x„ .EVEI AND THE DISTANCE THERErPOM TO THE NEAREST Fr „J; Ex *ERIOP I'.OERtr LN[S Or THE SAID PREMISES; AND (V) THE SCALE. TI:t NORTH DIRECT ON, INE BEQNING POINT, THE DISTANCE TO THE NEAREST IN li •JSECTING STPTET AND POINT OF REFERENCE FROM WHICH THE PREMISES ARE 1.41••:URED. THE W.?TH OF THE STREET OR STREET (5) ON WHICH THE PREMISES All • T. THE LOT AO BLOCK NUMBER SHOWN ON ANY FIELD MAP TO WHICH P rI iRENCE 15 MADE 114 THE LEGAL DESCRIPTION OF THE PREMISES TOGETHER W1T.• THE FILING CATE OF SUCH MAP, AND AN ACCURATE REFERENCE TO THE REAL E:•' VIE RECORDS Or KING COUNTY, WASHINGTON. IDENTIFYING ALL EASEMENTS OF RF• nRD CROSSING OR AFFECTING THE SAID PREMISES. EXCEPT AS SHOWN THE UPP•ER!.IGNED ruPTHER CERTIFIES THAT ALL STREETS ABUTTING THE SAID PR diSES AND AEI. MEANS OF INGRESS AND EGRESS FOR THE SAID PREMISES HAVE B I; '1 COMPLETED. rrM LIC CATED AND ACCEPTED FOR PUB MAINTENANCE BY THE i l i 4 TI IY. YALA r r. EPT AS SHOWN. THEE ARE NO BUILDING SET -BACK LINES. 0 REGISTERED LAND SURVEYOR NO 19620 'OPRrs( filmic; TO SCHEDULE B ITEMS 1 ASEMEP.T r;R ANTED TO THE CHICAGO. MILWAUKEE. ST. PAUL AND PACIFIC I nILRr.Ar rri,ArANY. A WISCONSIN CORPORATION, THE OREGON - WASHINGTON F AILFnAr AIIn NAVIGATION COMPANY. AN OREGON CORPORATION. AND ITS L. SSEE, !'IJIrol PACIFIC RAILROAD COMPANY. A UTAH CORPORATION FOR r AILPDAT; TRACKS RECORDED UNDER RECORDING NUMBER 7301300110. THIS 11EM IS PLOTTED HEREON AND DOES AFFECT THE SUBJECT PROPERTY. R - 1 EASEMENT GRANTED TO THE CHICAGO. MILWAUKEE, ST. PAUL AND PACIFIC AILR')Ar' CNAPANY, A WISCONSIN CORPORATION. THE OREGON - WASHINGTON r AILROAI' AND NAVIGATION COMPANY. AN OREGON CORPORATION. AND ITS 1 ESSEE. UIIION PACIFIC RAILROAD COMPANY. A UTAH CORPORATION FOR F4ILROAIJ TRACKS RECORDED UNDER RECORDING NUMBER 7407120562. THIS 1TEM IS °LOTTED HEREON AND DOES AFFECT THE SUBJECT PROPERTY. ; ASEu. :NT ;RANTED TO US WEST COMMIJNICATIr1Ns INC FOR Ir CONTROLLED VAULT. G EC T LINES. rPANACEPIE. CO DUAND ABOVEGROUNDC BINTRECORDEDUNDER I- ECORC'PIG IJ'1MBER 9206180248. THIS ITEM 15 PLOTTED HEREON AND DOES ArFEr' THE SUBJECT PROPERTY. P J COVENANTS. UNDERDRECORDNG NUMBER 5256443 AND TMODIFIED BY INSTRUMENT IIISTRI'MENTS RECORDED UNDER RECORDING NUMBERS 5332846 AND 5500900. ArrE TO THE E'IOBJECT PROPERTYMAND ARE PLOTTED HEREON TIONS WHICH C010 RA` 11 M0IN r•Iex 111 CASE r!ry OF TUKWILA APPROVED JAN 30 1935 AS NO(L[ t3UIUPNG DIVISION ( I I MAY 17 ISg6 4. a....0 n 064 , "•el 0004 M. amts. • CS I . . > ... ..... , - :DA1E REVISIONS I DESIGNED COMMERCIAL REAL ESTATE LOAN SURVEY �,. Project Monagement tt® :. ,�, 1] b Civil Engineering Ca m ' ORAWN KR/VYRF ®'� r land Surveying AV, WESTINGHOUSE is ry_.. • o mi CHECKED �� i$ le♦ Land Use Planning O> - .. _ "• -- a�- z, 7`'-- * - ` Environmental Analysis C -4 f `' in ' GATE 1 -26 -94 .I ) A: 1 GUS OSTERRACK PROJECT MANAGER KING COUNTY, WASHINGTON 415 NE risen Street . Kirkland. WA e8034 • (206) 821 -8448 . (206) 821-3e81 Fax _ _._� _.____ �,._ _ . . _ _. _� _�.. _ _■_._ -. .. - JOB NUMBER 91427 1 -- -- �- 69 8' • ^67' -9• - -- - e1•- 0•-"�- ^841.0• +r - -e4 •-- t-- e4• -o•-- t-�es •6 -- °.•°• +1+314 r 4- I • 1 REMOVE EXIS 10 X 10 pack OUT P NEL FOR NEV DOOR OP ING •-- EXISTINO WALL FOOTINO EXISTMO PILASTER 2'-0° CUT NEW 8 X 10 DOOR OPENIING IN EXIST VALL lellAVISAMW6 0• -0• RAIL. M. • COR. CRC. 1ILI-S PAIR 0• -1• :SIDE TILT -AP PAC. t - -- FIN. GRADE �•_11I wb 'III •-.. , . . 1 j .• R Ii= • ° -III • TA • rte, I= II -III fTa. • Pe. NE. 4 X E4 X24 CItOLA OARS 24' O.C. Three II I1 NOTE: N0. 4 COOT. N0. 4 At e1. O.C. GROJT COR. 10 11/4• KICKERS 0' D.C. /Y) f7 _ir utN•J M i -lal N0. 8 COO. SCALE t T/N. l LFT . 1. 14.64X444� r- L_J caseaeit an -� r- e X 0 X FILL NEIGNT POST Vol D.P. - PO • 1,•J00 V.•.1.) 4r T rT Itv COIL. SLAD Idll Ai 11/YALL LDCATIOR' 1 O 1--- el• -0•- 4-- -e4 -o•-4 e• -0• -+� e4 -0•- 4 -24 °• - NOTE: r; sab AT VEST 00 MALL BEAR ON OVER EXCAVATED AT EAST 00 MMJ. WAR ON OVER EXCAVATED CI Mitt .t ON PLAN 5Extrt. COIL. MAa No. • caIT.. -X11 I =III 11i CONS. TILT-L. PARE I L jr J SCALE: /4 IN.i• 1 FT. g,q4e 03/a 11 /P 01» 0•-e 1/1• 6 X 1/I X WMPLATE v/181 1/4 f LLED A.O. DRY PACK M. 4 X 104 X 54 EMS OMta e4' O.C. 111- 111 .:.11I tgitela FIN. GRADE AadoA 3/4• KICItOti a • 0.c.:1 n • Alt! : Ill IBA Ell .14L. . _ . • • • s• CLEAR j---a 1 1/1 1 e 1 1/ 111 111 9•-0' ' -IIIEEI 1• -S• W.rmO.AT Cta.L1DE A ECTR.OI 4•-9• m.rno.AT M.LINt a IC111.01 PQIT1 -+I !A 3/A' J FT. LEST wan 10.9 • 10. 0.C. NIX CONC. SAD 1 8 1/1• NUN. NO.4 X e11-0• • 16' O.C. 23. CLGR 10.4 • 18. O.C. }-- -1•-6• x e• -0• LOW CORER R6.ON POST 2 MIME X 0• -0• i Otter. CRC. fLAD Jr r - - -14 - - - I A ler-E UST. UDC. TILT-UP PAIL - 10 1 r J L..- I L. s. CAS: 3?4/t.I KT - J STRUCTURAL NOTES CODE; GAIT= GUILD= CODs 1 1991 UDC 1 DESIGN LIVE LOAM ROW 88 PA RXT•INUNO PALL CUiV. FLUID Vi.W SOIL - S3 PC/ WIND LTMD1 BASIC VIED SPUD • 00 LPN. coomn 9 =WIC ?Mt NO. 3 CI1BC. DICTION 23341 v • 0.14 V MTERIALt1 UDICIETtt r•o • 1.000 PSI. 6 SAaD Or CUOIT PER CUBIC LARD W =CRETE FOR SLAD ON GRADE NO FORMS. 9'4 • x.000 Pat. 6 SACO ION CORM PER CUM LARD OF IXO CREtt vTDI PALL MIELE. mtvetmena STEW SPECIAL 1NIPECTUON REQUIRED. RtUM:RCMO STEEL DOLL M DEMStlI° MILL, STEEL CONFONING TO Attu 11-618. GEM 60. Lat ALL M0.s A NININM W SO BAR DIA CTER3 MOSS TIMED OTNERVItt. LOCATIONS W RWt. DULL at AS UOICATW or t1t CUAVUNGS. =WU COVER FOR WIT/ am WILL It AS ROLLOYM: A. CAST MAiNS? NO PQBWO4TLV UMW TO OWTN • 3 IIICI[S. B. tni D 10 EARTN OR RIMER 10.6 MU 110.111 • 1 1/1 DRitT. C. NOR rJPOSED i0 WARM Q IN CONTACT OW M c pw • 8/4 ROCS. STRUCTURAL STEEL NO NISCEL&810213 STEUSI STRUCTURAL SHAPES AND PLATES ROLL BE ASSN A-86. Pe • 84.000 PSI. ALL FABRICATION NO ERECTION ROLL 0DPLv VITA Me SPEC. ALL STEEL HERDERS MILL it GIVEN ONE Mr Cr OF APPROVED MINT. SONNET in BE MEDIC M CONCRETE pR FIELD WELDED SIWS NOT BE MINTED. ALL VO.DS DV V.A.9.0. OERT21ED INLIERT USIA° A.V.S. 41-0.1 ON A-5.8. EMU [MEMO. 00101 STREW 1113N vas maw nu • 10.603 PSI. 10 SKIN. D13PEDt= REM= OR APPROVED M® YELD110. F10.D VELD OOP. PER tOC.AOC.306t *18. WELDS 10T SPECI►IW ROLL R 1/4 INCH COIRIWIOA ►VEER Nfl41*M. 111SCLLLAEDGS WAGERS TO M SINPUDI ON APPROVED mUM.. ALL WAGERS DULL W MSTOND 10 V® vain TIC PROPER NAILS NO ALL TOLES DULL BE RAILED. tit NRCIIM EMS NO Na0R nn MALL BE A-so . M001 ELM tiro RaRXRTE MY W PAtABLLTs ON APPOMD EQUAL' KIN. 00ELI04f PER IOC TABLE ea-E. LUNISIt 3700 PALLS N.r.c. a b • 1.350 PSI NISC. PLATES AND =Ms D.r.NO. 2 IN • 1.150 PSI • X 44 a 4 X 16 VULLUNS D.r.NO. 1 r• • 1.600 Pat 4 X 12 Patna D.r.10.1 WW2 TOR !OR rt TO Q o.r.10. 8 ALL MANS Ma CDOONI TO vvWA BODING RODS r0R arm LUPC[R. LATEST 011101. DMA WADS MD NITS MARINO ADAIWE vms ROLL oar PROVIDED ERN NEAR CUR VASEERS. ILL. v00 R MALT WIN CONCRETE DULL W MATED. NM. ,RANINp M LDO 10 It M ACLOOANCT WM. man es-o au- LNwato BEANS, DOUGLAS rtR -1/021 COL3t REO1N. NELN DRzw STUNS GRAM CB INATIM ee-vs c K • 8.400 PSI 1 MR WHO. cateir -ve P BEAMS V/POI.a 10311190110. ALL LAID UP VIM AN APPROVED VAiEtPla1 GLUE. APPENtlett RODE ININSTRIAL. FABRICATION MILL BE M CROWN 11/TN M MDT Alit 03141O1CIAL 3TNOAOI iM STRUCTURAL LLU-LM TMPaR. SIDO11T D® CMVt1G3 TO EUMLDZMI t VEIND1t NO COMB FOR APPROVAL PRIOR TO M3RICMtON. SEAM NO IO1L0401 8/9 110011 039 101 _ SEATER 64°/!0 WPM RA7IN0). SEE RiEM DIAPIRAGN PLAN FOR NAILDO S01ti2t. GDOULL 1 A. ==TRACES DULL MET AU. DIIOOIONS NO NW VARIATIONS flat ilt CRAVINGS MALL R MAW TO 1161 AftDITION W TIC pGI1EEA NO AROOT[CT PRIOR 10 OPTOUNO ono M Coat VIM 0001. D. ADWIMTC OERING NO BRACING OF TILL STRUCTURAL TOMS MEMO COOL RUCTION ROLL Dt PROVIDED D/ THE UDIMACIMI AT NIS 0111 COSTS. Nn FROGS® raw Cif aO & MK PRIOR APPROVAL FROM M ORONEERR. C. LOCATION NO Sts CI EDUIPIOD WADS. MICR STS. INSERTS. CR 1WRdLT FIR alun1113it TO Et TNEII nom APPROVED VENEWS DRAVUNGS NO mat vtiN MUIP10Q APPLIED. D. mO1AL OORRATCR ROLL CO•001101tt NOM PROVISO ALL ADDITIONL yttDO. INSERTS AND E6wns SICWI ON AROtITtCIWM.. I110WUCAL NO ELECTRICAL CRAVINGS. WIi WIT ROUT ON STRUCTURAL DRAVINGS. FOU DATUDat A. AUa11ASLE RILL WANING 1.100 PP FOR AL MANS NO CONTI14OiS Pau. raI1Io PLc ON COMICCED STRUCTCUL PILL A3 P01 ARIL WPM DATED ocmatlz 3 PPM Or ENVIrloN•ENTAL ASSOCIATES, INC. 9. EXCAVATES AND ALL VDOTIIO KARIM TOM INSPECTED DT A earonaRAt1K ! ' EMS fl. EM PRIM TO PLACING 0• COERCE PONT*NG3. C. OYERPL COMRAOTOR CULL FOiav TIC RECOa01DIATt00 COMM R tat SOIL RPM FOR 41111MIEW UPS ON ALL IOIXOATIOI Y08tf. INSPtctION NO tt3EINOt R AMOUR 10 SWOON M SOIL EGtIW TO KRtfl SOIL WARM. TIC 01101 SOUL *MOM A 1tn**c LANRA/0R1 TO COMIC? tat RPDUIRED R4PECTt00 EN 02 022 yr EXCEPT SLAP 01 GRAM. KCIVWICAL tMm PRIOR TD CART W CaaTRURttm. WW1/ LA MM NO KlQOS N1 WOWUCAL UNITS 10 EGt1IL2 PM REM. HIE 0• -S• elt- IT1P fi I0-11P PANEL rM. GRA* 0•-1••� ,II^ 47.2111 bd - -111. • N e4 X 84 COZIER ONO e•' O.C. II NOTE: Gan COW. 10 S/4• KICKERS e• O.C. SR pm. a PANEL °------4 DCA t 1/4t.' !Pp./. Ia. a. EA UM 10. 6 0011. r-6X6X 1/4 TUBE COL. /r 1i�s/M DAZa D k A. laATE 1• DRr PACK Clol N0.5 EA.VAV I4- 6•-0• M. ECTII. 01 ail lr 1 /- CMP a ACTED STRUCTURAL PILL l _L t-- e -0• SCALE: 3/411.= !PEI. TALTPPIN• {QNSTRUCTION JOINT arose FOLLOWING OWING OREDI pie EWER FOR CONFORMANCE WITH THE %.STRUCTURAL PER UNIFORM CUILO'P-n MOE n NO'1.STRUCTURAL PER UNIFORLi •:, •,. , -_. ^_ ^fie Ll WAC 51.20 BARRIER -FREE REGUL,r c. .. THE APPLICABLE APPLICANT RESPONSIBLE S SUBJECT to REG TLACNTS ALL INTERPRETATIOO"�NSSS�OF THE GOVERNING AUTHORITY. Ni$ AND Duo In lo• -7•9h_ DVO0u1 I /•�/[�•qd ROBERT f FOSEATO ASSOC. ow 000 NORTON BLDG 801 End AVE SEATTLE. VIA 98104 i 1 FM. FL. iSULl- �l/9 WPM ME CUT s • . • Ef �1�P• �IPANSION JOINT CAL : 3/4 IN. • 4. IL/-V me. - WgLL MO0TD0 • R4rmtR0 Lyman vats WRAP a ALL SUER �-e N.NDR= DOT a COM M° to ie P01070 SCAAIt IAA !art . ,O e• 1 CITY OF TUi(WILA APPROVED IJAN 3 0 1995 AS NOTED 1 BUILDING DIM; ON T Y P„ SUR- FOOTING M 0 H 1 n 8 • Alb HOVARD BRADEN OtDtD mm 1.1$m Leal 1N 4 RECEIVES Nova 3 1994 ROBERT FOSSAITI ASST M i 1 1 SHEET NUMBER se' _ DATE - 9 -20 -94 }---10 11 e/i' I t 13/ -11 1 /4' 23' -11 !n. t- 23 •11 1n' '--10 -i 2/4. --. 83 11S/4 1 81••11 101' t- -- -m• -Il 2/4' 4J t- 41/8' 1 c 1 r - 113' -11 1n• 181 10.8 98• -0 1n• 1 10.4 8/2 1 n. it an i } ---10. 11 8/8• - -ej t- 19.4 814* 1 18'-2 8/4'.I t. t e3..Il 1/1• 1 1 IIN. n.. U1= 88 11 1/8' rr.0 • 8.8C01.31 CDC. 1 qdrje -i,� 101? I it MI 10.4 1 cm m.4 s. D 1 1 181 10.8 1••e' 181 10.8 t1e' -11 !n' -1 1 cp c 3 t 1 --- 17• B 8/4• I 8� D••II 1n' 14 1 1 f17.4 e/4'-1 23 11 !n' c ..c • 8.500 yt 004. La --1 161 10.8 C.r. Y _ 9• . -- 3 Sim 1037 181 10.4 S.r.• 1121 N0.4 C.r. 1' -6' 181 10.8 M 9' ---•1 cal so.. i J LeQ3Ja - -8O' -8 1/1' 1 clno • 1.800 PS1 CDC. :---T. nOlti I 1 171 20.4 8./. -ce1 10.4 E.F. �1'4' rc81 10.8 9 191 10.8 zL. 1 23' -11 1/2' 18'-9 2/4' 1 -7- 9 -r 2 -r. /4112. IL. L11= cro • e.e00 P31 031 r11. n.. LINE CITY OF TUKWILA APPROVED JAN 3 0 1995 AS NOTED BUILDING DIVISION GENERAL TILT -UP PANEL NOTES a 6 iH 1!; 1 HOVARD BRADEN 1. eithattPrila Mae. INS= AND 1.010 8.1.1. comment 18att8 Itt 8. PACE 181 20.4 2 CO 1N. 01AfA7ft Ma ALL U101012 WALL war 11 PANELS. 2. y�f ON SIELL mom ALD171DN1 MOIRIM 017 /m WI:MO ..-- -.- AJ 4. K Et Inneglifiriligitergergettiririltmano. O. CENTER ;UflCAL MR! a Iat. a TOPICAL PAM rmA AUNIPM volt. 4. M a d SHEET NICER S -2 1 DATE - 9 -2o -94 8/4 $I.1-86 NAIBWIN INN 8X8X8/0X6 ANGLE CLIP X 1/4 X 8 TIE PLATE TILT-UP PAWL PACE IIMTI L P L A M V 1[ Y DETAIL -1 'sous, Lt N. • 1 R. TILT -LP PANEL CAa LORI '-0 tit' t11 ORAIL 1XTM11114 E am 1RXt 1RX 1/4 X 6 TIE ANGLE DETAIL -6- CALM 9/4 W. • 1 R. ' r 4 -0' /__ IN1OUa1 FACE 0P TZLI-1W PNc. �1// A-86 LOOPED 1W1 / / / / /...: , i. "" / / / / / / / //A taw fro» \L12A • III 8 1/8 X 8 1/I 1 5116 XIS ANGLES 8 X 1/4 X 9 TIE PLAT( PANEL JOINT lAtt rllr LAP 48 6IA. III 46 OARS INTIM CHOW CONN. 1/2 A-86 0 WAS . PANEL PAa 1/x A-86 LOOPED WA Itl 8 118 x 8 1/8 x 5/16 X 18 ANGLES Mai 9 TIE STEW 8/1 LL-6.11-1111.111 DETAIL 8/16 8 X 1/4 X 9 TIC STRAP tcAtX, 8/4 1N. • 1 R. TILT -IP PANELS at.PAa 16 8 X 1/4 k 14 TIE STRAP BETA L - 7 - SCALE, 8/4 IN. • 1 R. 1/4 1/1 A-86 NOa M8 III 8 1/8 X8 1/I X 8/16 X 18 ANGLES 1/8 A-86 120E8 1* S 1 0! r 1 t Y DETAIL =CALL, 8/1 111. • 1 R. 344e 031a 11337. ALIT TILT-UP PANEL f 1,7111 .9r&9i9 BQ MAIL 1111/8 8 WT. GIST. MEW TILL -LIP PANEL --H 1 1/8 ON.TIga STRAP (*.CLIP as TILTV PANEL PLAN VII Y DETAIL 3 - tram W111. •1R. 8 II. OR.PAa DETAIL -9- :LAM W4 . •1R. WOW NIS TILT -IV PAWL IT. EAR WILL iron! 111t19 tab) DETAIL SCAM 8/4 W. • 1 PT. . NOENN um 8 X 4 N 8/0 X 18 TIE ANGLE 6 -0 1/8' 2X8X8/OX6 CLIP ANGLE RE MAIL 1 11E8 OR. Trn-LP PANEL Ma LORI la IB/ST' TNIt%. DETAIL SC/LEI Lt W. • , R. DE A L -10- tCA1i, 8/4 IN. • 1 R. TILT -811 PANEL OR.PAa DETAIL -11- $uLE, 8/4 IN. • 1 PT. criv OF TUKWILA APPROVED JAN 3 0 1995 AS NOTEU.I. BUILDING DIVISION ° 3Ao /�i1T/ APP O 3/2905 1 HOVARD BRADEN 1 1 SHEET NUMBER Brli DATE - 9 -20 -94 4 If 69 1 '4 67 -9' 4 II -8' CANTSie X 10.�a: L. l 1/8 E§fi.sw a l0' -10iLc 4 14 x 0 /1 OLtFi/M —4 x 12 PINS e• o.c. • 14 L 1.N. at WPM. A14 W O. 6 1/4 X 10 6WiM_ t*AN (1.9/4 411.0131I 0. 0. 2.2hat L.a"MU 4 x O PtRO.INS 0' 0.C. a -6 4x 4x 4x 0• 0.C. ENS 0' 0.C. • NSA82 STRAP CONNECTOR r —OUST. SALL LINE IISA4I STRAP CIDOIECTOR I4r- CAM STRAP COOECTOR 4 x 0 e• 0.e. / 11SA4I STRAP CONNECTOR i.�M�.. 4x16P ifle•O.C. 1 40r NSA82 STRAP CONNECTOR 's 4 x 116 P1MJC 0' O.c. I '- lo.;CAIT1sEC. I I 8!_Ia GLU -LAN nmeu 1/4 CAI 0' 0.1. CANT. SEC. x .so ( I4:!M 1t 1/4 CY01 awile t --- CI- I IrjTT�� 2 x e JOISTS 14. O.C.ITYP) R e e R A N . FRA MING P L •17 4. 0.c. ND 7 ate' e/e IN. 0331 GEATMOC 2 x 6 JOISTS 14 1N.O.C. \-alsT 111xiER (SIMMS, I®[L rf CONC. TILT -W PNi1 - 7 - i 4 t11/111 1L. e/9 IN. 911 GRAMM CA. CONC. TILT•li PANEL u iti „Jilt AL L Ulnas Era STRAP 9/1141 160 MU Oro mare 7NGTEDIO 4 X (SI= PLAN! nait17 6. O.C. alt 1WRAttszNpsw1 MODEL e1 40iM MEAN (TYPICAL PLImLIN -BEAN CONNECTION 1,111 1L.L 117• -0• t p r DIAPHRAGM P L A N 1/16 %K dl'Rdst 1 Ltd/ it L r Qilt. ROI 1TIAT 1113 COT OM TO WRLRLUG PLAT[ a v -a 0111. TOP FLAIR air. COC.TILTIP PANEL �►�1 �TT4.— ooILISPO ID UCTIOI CMRILfl01 EICTION—. i"�`FAttlr91 lo. ? 0X1/4X9PLATE Ax1 /4X TAD CA.1I01MAN 9x1 /4x TAD a.11011RAN 1/4 X A3 Rl0•D.PLAtt MAIM MGM 6 x 1/4 x e 111T.nATI S 31-O3tk STRIP CONNECTOR SCHEDULE filifills14. 'SI NN' Its NUMBER MAINE 10.1 6 to N241•41 COLLINS 10.1 6 9 MIAiO COL.L1_ 10.4 1 0 IRM60 M.(1* 10.e 6 7 16M10 NOW DIAPHRAGM NAILING SCHEDULE COR.PLY 11. Mane AT 0t1p1 Mile NAIL GUI AT PI.Y'YO. 6• ee 1 1/2' 1 IA' . NAILS ARE 0010 SIM SPNC1 NAILS Al to tN.O.C. AL00 SUPPORTS AT INTERIM OP MM. c.4 11' O.0.01.9A1 14 war e/1 IN. 071 MIAMINO 1.01. NEV LOGS 1x6 Ann bIN.0.C. MG M= way tr9AR• IMP 1t• a.c. 9/4• RAO.COAT PA.$I01 OO$T.SALL alt,. eame.Tati• PANEL GM 11.071 MAIN= GUMAN tats • 11/2• TYP. 1/4 1/t e x 8/4 x 18 1R'N0.PLATE 6 X 6 X 1/4 TUBE COL. it L - 6 - - v - I V4 -tl-s rPT• cm OF TUKWILA APPROVED JAN 3 0 1995 AS NOTED .I. BUILDING DIVISION a1 HOVARD BRADEN • cue mm 00 00 NN a 1 1 g 4 SHEET NUMBER S -4 DATE - 9-7; lw!! rtllY 1��wr VllY D E T A L 1i7MSt e/4 D1. • 1 .I. • DETA$L -6- g01•10 V4 Di. • I *la } i , �at.d t Qrto.C. aria itaanill&S=1. S/s DI. OTIRM I M e antra e4 IN.o.e. na 40 WA. tat 0 IARI *10 MN CON. 14 14 IMO IUD Wq . mn nag AID ttam w 111 1 1/1 x s 14 x 0/1e x 18 AY lle DETAIL teat W4 1M. • 1 IT. TILT -0 MOW MIME x14xI4UtESTIMP DETAIL -7- efisit w4 _D. • I PT. ' ;Dt&ow atni i1I AMraarve Vtnn 4 .►.ice T5t Ma "^ GSW111323A MEW LUIC t104 KM 24.s MGc cit 4OM ya. rp TON Ht.►WP intatinN• 4.41213.74.41213.74.33. CO/Jparaw•n0 To G�� 1fl c - taa MOT titan) st•-. 8•604 tw. a Ism% MAP iuTinrc it * WAL olsnscii .i �j s 11 s x er.4 s x/.4 VIM O. OOTGIaS 0 x 1/4 x s 110 0T10P -2- . a0ee. Wu. Ma UST. COW.TUFTIP mm. .,1t 1L. L • $ 2, NOIStt t... VWSRL R�E&$3 z.eD E R� t,•c 30*. La) 1z m 1/4 U Wl 14 IMO aWI 1a/ 8 1/a1ta1/a110116 XIS NEWS 34 A46 UDC SAN 1I4.10(W1� DETAIL roust 8/4 IM. • 1 IT. ?Xp_ AE T_ LU A ®N I um &LL4.NESS TO EX' ST- VALL �qy -03�a late! YIltY Iiz6T. ROST MIA, Mfl NW i , . :. b9 can. M411I TAMP Wd- $& MAJ4L 1 TM%>t AM. Mir MIL 14 1MAXTOt STRAP ►A.SUP MICAS PLwr V!!Y DETAIL -: t1ww.•1PT. DETAIL Waits w4 w• • , IT. -D. x x-4� ate D E A' L • 1 0- :Zs V4 IM. • I ►T. UST TALL i10 t 1131.10 Qi&w • 108111 SALL ACV TILTdP MIL DETAIL MAW 4/4 -t11. • 11T. •0O 14• X e x the X CLIP ANGLE SU MAIL 1 DM OM MIA MID. PACE tDO/ sX4xtvexl0TDIANDS 6 RT.'s904116. DETAIL L bast v4 IL • 1 �. -5- DETAIL -II !;f/MSt V4 IM. • 1 PT• P11.! COPY 1 untIortant that the Plan Cheap opprovch r-, 1 CITY OF TUKWILA APPROVED MAR 2 7 1995 AS NOIED,� BUILDING DIVISION CROP RY TU WILA MAR 2 41995 PERAar maim 4 Itt CO P- p. 1 V M 1 gra ya Z 1 4 d5 M 1 1 SHEET NUMBER S -3 DATE — 9 -2o -g4 19' -- �--19• �• �-'� -- -- --- 6!'-6• 1 b N1v tm3I D 1 I I iamscono I NtY T 11 1 •• •• M•-q• 4 •.a••■••••••■••■••• .._.. ..o...�i.� ...L_ .4../...._._.._..•• 0/! fl Melt 1- .•_- ••a..1- .....••_•• •130••0•• -- .•_• . ,11■00 • •IN=•••■111.• LOADING Mc sonuestoss 1!t uttD LOADVa nonalestoss I — Ot13T.C.S. EXISTING WAREHOUSE 50.8831... t- un MItDloMED Sairor Illy LCStNW halt or 0 0! ,r-; .fry r p ,. sf it iskenes4 4. it 'tai 4.4.4 i lAy, fyr.t }J! �... ` \t F.Y, 1 I I r Q M l rr f — • • +t11taa It alt ran I . . • O • •I 1•nuu•.y o�oo fl A 1 } • i �' :• 31 f r t.r i .� q. •Y ;t kb Same oft y t et V • CJ•IOA crJ apT.C.9. 1.0.v. 0301.2101 �:• :=-r •r ••r-. rC)IV.T.11. ... L el-or -o• -4— er-o• --4— - as st• tier 4- 38•-0• -4- _ C___ANDOVER PARK VEST T •80 if IPLAN CATCH BASIN DATA c .8.140.1 R=strict I (HEY) g zs. E:C: e;:11 1S1 S. c.D.N0.2 21• SO.TYPE 1 (NEVI I. 23.774 (5110• C.S.N0.9 TJ :k :R 151 (IS:) C.D.ND.4 Sr SO. WE 1 (EXIST! C.B.NO.S 21. stalifil�it 1 ( EXIST) : 11:11 III IS: (EXIST) Sciast 403-1 - 188• -0•— 4•—ao - o•-- 4- to. -o•-iI NOTE: Arignmpiegematm OM These plane have been reviewed by the Public Works Department for •:mfr m , tr. • Lli rr ?Il! CIty stand: os /,ccep•a' . c orurs and omissions which do ncr .:..ir. :zo wo.auor .r of adopted standards or ordinances The resp, •z�uIlity for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilities Inspector. Date: r/ q s— By: LEGAL DESCR P T_I O N RECEIVED MAR 141995 PuEVORAKs cwv of ;L MAR 141995 Mr CENIER MERtVIAN.tIN KING C Y• YASt(I61591:S1CRIOED 23 1'OLLOYE:NORtM. RAM 4 FAST. V1LLAIVIE REli a t1 NGR! 7:11ASA10°6t1ER.,'FASAI 19011! 491" ROM 546.5 T 114 MI re. NSW 2 M M I V t .. z O g rod IL S se pm gia pa' obi 4; SHEET NUMBER C -I :DATE - s -to -9a 1 o 1 1 1 1" sigh a \C. am a Sao Mb c.)" SiEEve a'/ }i Sleeve . - - -_j`- —-.. —_ 2/1�' 1 1 1 1 1 1 1 1 1 1 1 — — — .. — in — — — — — — — — — — — —. — — — — — — — — — a 1 1 1 1 1 1 Ed$IING OFFICE . EINETIN8 WARalatSE Ian lao eolnssuaa 1 ' -- - - - - -- - -- --- --- - -J 1 1" rot MN U%NIG' I> e scats 1" s 30' bciLleoni 1'rll'r'tlr'I't'11r'1'r'11 ill) el'i Ili �`'''r'`�t •4•1 ' t' I' t• PT' t• r• f• y•1:,.1.l:r.ri. r.rr• 1• 1•l 1.1 ZRaia.ATioN ACNEeul.e :O va1.ves RAINBIRD Pee 1" P. o. G. Fet5da 805 Y 1' W/ 3Ya' MR Statute atowdin ® RAI NBtao ESP 4 STA?►aN CosTRoLL 62 a R Mont Ate Mail IS' SST •, 'r Is" Yv eR Y2 as is is IS' RsT EK.W Tea naive Etna 2" PVC CLnss LOS MAINuNe 1" ACME but. E 46 LATRAALS PVC C.Last teo Ito ta*toe VALVQ ante PBAR'MCCAW v-COISThUDION Swerwilk 21 " Lgeve the plans have hnen ravlewed b ethe Publb Works Departmen n ^o with Cunard City standards Acs :�tect to etTOls andomissionsw�•c: o .'u honzowolatiened adopted standard& o' c,ri ..n( CS The responsibility ror �hhtg� adequacy of the design rests totally wl h 'he d rtor. Additicns. deletions or revisiongta 'hetle drawings elle, this date will void this acceptance and will require a resubmittal Of evipddrawings for sub oquent approval. 'ins) aimPlenCO is enhlr r 1 $n ueld inspect1oT1 b; ate:' 3 /lc c! By data- GA P(A) TS-- a?P/ RECEIVED OAR 1 4 1995 TUKWIL A PUBLIC WORKS cm Ymo oorr rowan MAR 1 4 1995 PERMIT CENTER I.1 REVISIONS UV IRRICATtoN 3 j — t- o TA • L o O — ,- Tt 0 ¢ a 4 0 in 0 us z o 2 = I� a : Op ic r 1• Oars 3 — 9s tO M hl en 1 t r- l4 4- ak Seale l"-ao' Drawn pie Job Shoot 1 1 1 40.00 • 4 - - • co 4 CP. 5' -- . - - -LNIT Rif AREA TO BE GRADED MID FILLED --- F._ -AREA t0 SE 0/f -- ( 1_ 58'40- _1. ._..••__•.___• - 5B'-9' - Cl PRINAW--\ W \ LIITEASIIMUSO LORD -AMA TO ER PRE-1.0AMD -AREA TO BE cut-- TM Q ME -WAD —I --AREA To Se aft- 35.00 i -- 30.00 --1 -TI I _ �I!— ----C- 26.00 / r 7Z iAr r> nm tnea -MM TO EC Pn•t of (MUM - f 8 7 - -M[A 70 ee PRL•L0111010) (flux tP OYntio3 LORI — - -- — 1-- — �.ao —_ . -- --- - \--IM D RE TNIS S& ZLIIR tI: t+RRiQAD tx :Stela Batten:0 MCA to OE PRt -ulAi tai -� EXISTING GRADE --1 25.00 I -- - - - 20.00 - - - - - CUT GRADE -- - -- - - ' --AREA Tti SE CUT A- SCALE: VERT. t IN. • S FT. - 40.00 35.00 r 1� 30.00 25.00 - - - - - -- - - -- 20.00 P L A N 40.00 - 35.00- - 1 30.00 - -- MLitt Jfli. 0 T A r :I. t' t7O1JrR11CTIRr Dr a mm- gq i±.._c_•7 nu Gana 25.00 - 20.00 - 1 mftnftm G$bt rats mot �RnRiLE - SCALE: VERT. 1 IN. • S Saint. GRADE r �-e N e r+O3T$ At a fOl O.C. Yti" 3/4 INCH UP-nJpt eta Piet -LOAD nu., 1 1 iit1���Jll° "m ai UL&4 _ V {cA &: i7n'$firT.F•ADR I C FENCE DETAIL S/4 DOI RASED ROCK SASKINS PIN. GRAtt t ftDR -r CM e KR POTS EA. MLR STRAY HAMMM /-$/4 DOI RASED ROOT WARMS r11��= I =Itl= 11i� °— III =1�. 'TIT- -III— III =III= ill = 111111= V111.7;111 .g. 111 =m = j =ilk i�lj 111 11 �III�IIII �IIITII�II� 11) rCUST. GRADS 6eF_ Pe ei(i'7 Coeua� poNs These plans have been reviewers by fhr Pub110 Works Department toi cantorm.:nac v'. tth c .'rrent City standards. Acceptant e it t,ubte• t L t trs and omissions which do nci authorVr ,1'71�!.; )j adopted standards or ordinance 1 tu. n.sr•: it ty for the adequacy of the dcs.on '' h the designer. Aroli;tuns. deletions c'' rev!. , o these drawings after this; Cate will v. • 3 acceptance and will reu.nn• a ioS,tbrm •,. revised drawings for subsequent ..pproval. Final acceptance is subject to field inspection by the Public Works uttirtte inspector. Date: /2 //4 /9y By :am"/ FILTER PABRIC FMB INSTALLITION NOTES 1. The filter fabric shall be purchased In continuous roll cut to length of the barrier to avoid use of joints. When jointo are necessary, filter cloth shall be spliced together only at a support post with a minimum 6 Inch overlap, and both ends securely fastened to the post. 2. The elites fabric fence shall bo installed to follow tho contours (where feasible). The fence posts shall be spaced e maximum of 6 test apart and driven securely into the ground (min. of 30 inches). 3. A trench shell be excavated, roughly a inches wide and 12 inches deep, upslope and adjacent to the wood post to allow - the filter fabric to be buried. 4. When standard strength filter fabric is used, a viro mesh support fence shall be fastened securely to the upolopo oldo of tho posts using heavy duty viro staples at least 1 inch long, tie viro or hog rings. The viro shall extend into the trench a minimum of 4 inches and ohall not extend more than 36 inches above the original ground surface. 35.00 5. The standard strength filter fabric obeli bo stapled or wired to the (once, and 20 inches of the fabric shall bo extended into the trench. The tabrio shall not extend more than 36 inches above the original ground eurface. Pilter fabric ohall not be stapled to existing trees. 6. When extra strength filter fabric and closer post spacing are used, the wire sash support fence may be eliminated. In such a case, the filter fabric is stapled or wired directly to the poste will 011 other provisions of Standard Note 0 applying. 7. The trench shall bo backtilled with 3/4 inch minimum diameter washed gravel. 20 QO 'O. Filter fabric tenses shall bo removed when they havo oorvod their useful purpose, but not before the upalope area has boon permanently Stabilised. 9. Filter fabric fences Shall be inspected lazediately atter each rainfall and at least daily during prolonged rainfall. Any required repairs shell be made Itmedietely. 30.00 25.00 1 1i' I'I'I t' I'I"I r't' i'I't•t'tni•,•.:......l..,.. .. . • 1 1 HOVARD BRADEN 0100 mm NN 1 • • SHEET NUMBER G -1 DATE - 9 -10 -94 1 FOUSHEE&ASSOC.-Julia TEL No.2066499601 ANN••••••••••■••••• \ No• • ..,;••• N; Jan 31,95 15:00 No.015 P.02 DEPARTMENT OF LABOR AND INDUSTRIES ThI$ CERTIFIES THAT THS PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A ' 7[0t1;:ir ••( v. . .1 ' 1 : . • if': ' ;' r V . i ' if: ' • 1.;.i ...4■1 I I - '.. . • . (& 1 . .., ITAI Itir:7,,i, 7:1:7',117"&.,"""./. hY:titfrc.";r:',•,:..":17.,.:Cli. •. 1 ....;•: • , .. 41:.....; f. ,Atr,.:,.. 11,,, ,,I. 4,41.1 e• 4 f WO, P1T•44 i•!$' .g.t....i4.ffle . ..iii,,.... .:r Ii4.,..?5-4:1Vid 4 il;Al.r, 4, L..9.k .. i . ' -.,..) V■-• e.!1.• ' A . .1:01.::, • : ti-:11d6,14/1":4 ' T: i 111 • '#' ..i. - - 1.1..., ' 4 • ' ; .• ., • . .. • • BELLEVUE . f/006,1t 111 • STATE OF WASHINGTON Pus.m.ampim !p -7tAWfuRa=gaws=gigaMit§VAAVA:12.1.m:Otwmumm.-.....a.nvm.r.:Wwvarm=ravg: :01:94,KDA9e90Y19E9 BY .LAYI ASis • : ' ' I •1,?'• •ie. .? L•4•. • I:. • . I • • 4k „, mailow-,=.. • • iitti.;..mrarz•Lar,, - r.1 • B BELL Smyth* ISSUED BY DEPART 98009 t• ENT OF LABOR AND IN USTRIES c611Q16) • City oflukwila, Washington LICENSE 746-1000 General Contractor ---- TELEPHONE — — NATURE OF BUSINESS -- - LICENSEE AGREES TO COMPLY WITH ALL 1HE REQUIREMENTS OF CITY ORDI NANCES AND STATE LAWS APPLICABLE 10 THE BUSINESS ACTIVITY LICENSED HEREUNDER. rough.. fi Associates Co. 0 PO BOX 3767 BBIALBVBX WA 96009-3767 EXPIRATION DATE 12-31-95 DATE ISSUED LICENSE NUMBER 01/19/95 95-797 FEE SALES TAX CODE $50 . 00 NO, 1729 CITY CLERK This license Is to be displayed conspicuously et the location of business and Is not transferable or assignable. 20437