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Permit 6543 - Crystal Ridge Apartments - Building A
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. 6543 Crystal Ridge Apartments 15315 Sunwood Boulevard 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 93 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. -TzvawriwArt7=11-1::, ;. • fir ,14 t r - 14( C1Z�31L rpT), ( ?Ad) FOR REVISIONS PLEASE SEE BP #5543 -5550 463543 - ,,,-A'9, ,, f::, '4 ,__, ANCO CyFig.,Rtdu IREM6PS THIS CERTIFICATE ISS0 UR OF tECtION 307 OF THE , 02 . 0SU UNIFORM BUILDING cog/aRtIm4 THAT AT THEA'IMOfe :)40ANCEMIS STRUCTURE WAS IN COMPLIANCErTMHEMIOUS THEOOY REOWING BUILDING CONSTRUCTION ORZUSE AND\AOCAPpLI0ABLEhCITY FIReqqCZOES e OR THEFOLLOWING: , / .:■,... „.64pi , ,r , . • Te#9t : f . M I \ .„,. i-.7 Peralii .. iV 6S _ ... ,e , fi- ,, Building Address. 15315„ BuILDING A ;... i ...-/ gP 41f IFT01 L 7 trg,i? CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 • Suite Pai It: 359700-0200 aA PO . neT.s4.,,SCHNEIDER,AOMES. ceupaRCY: POADOMINIUM \, n — -4. Occupant Laa'd :' 60r./f; - . f q e 4 g t' .•'''...--••*'' . , ';,/ '+: 1,5 .;', 1 ,f ■ ' 5 i ,,, • , • Occupa c Gro iy: R-1 .' ,----'' e Type of 'con$..t:IT. V•41:111t. GO ri "t, 6 ft4 .1 . . • ' '`''' C, / /. / / p ,,,,,,q„,,,a,, 1 , :, ' t., • ,°, , ..,;1:!'4 . 7 i . ,,.., ii ■.'-,-„, • ,ART.: " UNITS) ' t'4,• v„ at. •■••• 1: 6 4 1 i"iO • ) %Wt " Oa 4" / „J." " S U REAL E 410 SERVICES, INC. AS AGENT FOR CITIZENS SERVICE CORPORATION June 26,1991 Mr. Duane Griffin Building Official City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Crystal Ridge Apartments Mr. Griffin: Please be advised that Citizens Service Corporation transferred ownership of the property commonly known as 15315 to 15305 Sunwood Boulevard to 62nd Avenue Partnership in December, 1990. Enclosed is a copy of the Deed showing the transfer. Please change your records to reflect that Citizens Service Corporation is not the current owner of record. Sincerely, `Marily,% Mortensen Asset Management Division MM /kjm mm268.wp Enclosure CC: Ralph Krueger s . ala [ JUN 2 B 1991 CITY OF I uNvv PLANNING DEPT, 2495 140th AVENUE N.E. • SUITE 101 • BELLEVUE, WASHINGTON 98005 -1820 • (206) 861 -1700 • FAX: (206) 861 -4993 9012271093 FILED BY (206) 771.3031 (206) 527.1432 THE GRANTOR FILED FOR RECORD AT REQUEST OF WHEN RECORDED RETURN TO J. Duncan Findlay 1700 Bank of California Building Statutory Warranty Deed Citizens Service Corporation. a Washington corporation for and iaomsidentional $10.00 and other good and valuable consideration in Land paid. conveys and wamna to 62nd Avenue S.W. Limited Partnership, a Washington Limited Partner- ship the following described real estate, situated in the County of King , State of Washington: See Exhibit A attached hereto FILED FOR RECORD AT REQUEST or TIiAH;;AMERICA TITLE INaUF:AIVCE COMPAIN 3i 1031h Ave. W.E. DO. BGX 1.93 17A. ScJ09 Dated... ........ „.. _ oZz. .Y3WYL. 71 ATE OF WASHINGTON CO OF_kaI'°\ On • • s day personally appeared before me \Y1 to me known to . the individual described in and who executed the 'thin and foregoing instrument, and acknowledged the signed the same voluntary act and deed, for the uses and purposes •.. rein mentioned.. GIVEN under my band and • •+dai said this _— day of Notary Public in and for the State ington, residing at. L•SANA/4J4 Alaska Building 616 Second JPtntu Sufft�,'lllt 98104 (206) 682-6006 19 q0 •RFC£t1TNlS DAY THIS SPACE PROVIDED FOR RECORDER'S USE: OEC 1l 3 47 f 1 '90 RECORDS f .CIO . of XING COUh I.1, 90/12/27 RECD F RECFEE CRSHSL C4 .:�?r',+�. S4'.1?r.l?! .r..........G?.l'4,.pN..riP%.1 egt/ O/093 I n 8.00 2.00 ins* I 0.00 55 r1 K .TSC •.s..... f .......... q y - � t tl.... .t. gttll�..ta q • _.._.._..„......_... .. ._.._....•r „.�.iustol- A,4,�sN Z STATE OF WASHINGTON i�ry: f! B L ‘c, STATE COUNTY or K M ) ? f _ • ' 15 .......... . • Clot On this day of before me. the undersigned, • No Public in sad T for the W yea ar whir to me known to be the —Sec eWi, the corporation on that executed the foregoing inatitrum t, and acknowledged the said instrument to be the free and voluntary act and deed of said torpor. etio n, for the uses and purposes therein mentioned. and on oath stated that • authorised to execute the said instrument and that the anal affixed is the corporate Deal of said corporation. abov Witae a my band and ofadal seal hereto armed the day and year ant Notary Public to 8t a FILED BY i11M51�E11U ililE C7) PARCEL A • — EXti..DIT A t THAT PORTION OF TRACT 31 OF INTERURBAN ADDITION TO SEATTLE. A5 Pt? PLAT RECORDED IN VOLUME 10 or PLATS. rat 55. RECORDS Or KING C01.'XTY. DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF SAID TRACT 22 WHICH IS 162.76 FEET NORTH Ot THE SOUTHEAST CORNER THEREOF: THENCE CONTINUING NORTH 00'06' WEST 45D.18 FEET 70 THE NORTHEAST CORNER DF SAID TRACT 1I: THENCE SC�TH 89.92' WEST ALONG THE NORTHERLY LINE•THEREOr 300.66 FEET: THENCE SOUTH 00'00' EA57 3P1.14 FEET: THENCE I:6PTy 84'62' EAST 141.65 /ELT: THENCE NC+FTH 00'08' WEST 38.26 FEET: THENCE NC'?.7H 69'62' EAST 166.22 FEET TO THE PO :I :T or BEGINNING: EXCEPT THE EASTERLY 5.00 FEET AS CONVEYED TO THE CITY OF Tl'KwILA BY DEED gii RECORDED L'NDER RECORDING NO. 76040406161 SITUATE IN THE CITY OF TUKWILA. COUNTY OF mu, 'STATE OF WASHINGTON, PARCEL LOT D = LOT 1 or CITY OF TUKWILA SHORT PLAT N0. 01- 70.55, ACcord:1NG TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING HO. 8112100483: TOGETHER w3TH AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES OVER THE WEST 30 FEET OF THE EAST 410.66 FEET AND LYING SOUTH or THE NORTH 280.00 FEET .. OF TRACT II INTERURBAN ADDITION TO THE CITY OF SEATTLE. AS PER PLAT RECORDED IN VOLUME 30 of PLATS. PAGE 55. RECORDS OF KING COUNTY: SITUATE IN THE CITY OF TUKWILA. COUNTY OF KING, STATE Or WASHINGTON. THE FOREGOING PARCELS ARE, WHERE AP1'LICABI.E, SUBJECT TO THE FOLLOWING EXCEPTLONS' DESCRIBED UNI)F.R TRANSAMERICA TITLE INSURANCE COMPANY ORDER NO, 0795782, THIRD COMMITMENT, DATED DECEMBER 11, 1990, SCHRnULE B, SUB - SECTION CI PARAGRAPHS 3, 6, 8, 9,'10, 11, 13, 14, and 19. i • FILED BY TtANIAIEIIcA TITLE DEC 211990 • DEC -27 -1990 15:18 FROM 70 962 2497 P.02 \SEMENT AND THE TERMS AND CONDITIONS T. : tAOLt1LT -a" DISCLOSED 8Y: Instrument recorded under Recording No. 7006150932 PURPOSE: Ingress, egress, drainage end utilities AREA AFFECTED: Ingress. description contained therein is not oufficient determine its exact ):.nation within the property herein described ( Covers Parcel A) .,. UNREROROUND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Puget Sound Power b Light Company, n Washington corporation PURPOSE: Right to construct, operate. maintain, repair. replace and enlarge an underground electric tennsmission and /or distribution system . AREA AFFECTED: A right -of -way 10 feet in width having R feet of such width on each side of a centerline described as follows: The centerline of Grantee's facilities as constructed or to be constructed, extended nr reioceted DATED: June 5, 1980 RECORDED: June 24, 1960 RECORDING NO.: 8006240430 (Covers Pnrnel A and other property) Contains covenant prohibiting etructurea over void casement nr other activity which might endanger the underground system. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: 0RANTSE: Pnnlfin Northwest Nell Ta)ephnne Company. r, Washington corporation PURPOSE: Right to place, construct, operate and mnintein, inspect, reconstruct, repair, repinoe end keep clean underground communication linen AREA AFFECTED: A strip of lend 10 feet in width having 5 feat of such width on each Hide of the lines as placed DATED: July 17, 1980 RECORDED: Auguet 25, 1980 RECORDING NO,: 8008250882 (Covers Parcel A and other property) EASEMENT AND THE TERMS AND CONDITIONS THERM:: GRANTEE: City of Tukwila, a municipal corporation of Xing County, Washington PURPOSE: Water and sanitary sewers AREA AFFECTED: The description contained !heroin Is not sufficient to determine its exact location within the property herein described DATED: April 30, 1982 HECORDEU: May 28, 1982 RECORDING NO.: 8205200591 (Covers Parcel A and other property) EHanments, restrictions and recital set forth on the face of short plat recor•t.•'I under King County Recording No, 8112100483. (Covers Parcel U) • DEC- 27-1990 15=19 FROM , REEM1NT ANU THE TbliMb AMU r • E TWEEN: Pacific nhoub, Builders -Parke Place. n joint venture composed of Parke Place Number One, Inc.. a Washington corporation; Parke Place Number Two. Inc.. a Wnshington corporation and Parks Place Number Three. Inc., a Washington corporation City of Tukwila, Washington, a municipts corporation July l0, 2V19 September 4, 1070 790004001A Segregation of liability for nseessmonts among adjoining properties (Covers Parer.) A and other property) AND DATED: RCCUI : RECORDING NO,: RCGARDINO: AGREEMENT AND THE TERMS ANO CONDITIONS THCRROP; BETWEEN: DATED: . RECORDED: ltCUHDIING NO.: REOAItDINO s • MATTERS REVEALED BY SURVEY BY TRIAD ASSOCIATES DATED NOVEMBER 22. 1988 UNDER JOB NO. 88 -313: Rockery encroachments on the South boundary line of Parcel A. PENDING ACTION IN: SUPERIOR COURT CASUE NO,, BEING AN FOR: PLAINTIFF: DEFENDANT: ATTORNEY I'OR PLAINTIFF is Pendens thereof recorded TO w i £u*I I • 96222497 P.03 Citizens Sorvice Corporation, a Washington corporation; Sunwood Condominium Association, a Waahington non - profit corporation and 820 Avenue S.W. Limited Partnership. n Washington limited partnership D. toper 23, 1900 November 1. 1000 0011010800 Settlement ogreement King County 90 -2- 04904 -3 Declaratory judgment Citizens Service Corporation, * Washington corporation Sunwood Condominium Association, et. a1. J. Duncan Findlay on June 29, 1990 under Recording No. 9006292318. DESCRIPTION . AMOUNT : RCPT # DATE :.::: BUILDING PERMIT FEE 2,215.00 Si-n0 : 5 - 5 - CO PLAN CHECK FEE 1,439.00 4.50 3553 '7',E4 - 1b 11 -13.89 c - :3- a) BUILDING SURCHARGE . OTHER: USE 4 TOTAL 3,658.50 CODE.::CO'11PLIANCE / PLAN CHECK NO.: 89 -362 PROPERTY OWNER Citizens Service Corporation PHONE ADDRESS 2495 140th Avenue N.E., Bellevue, WA ZJ P 98005 CONTRACTOR Steinvall Construction Co. PHONE 822-6440 ADDRESS P.O. Box 2458, Kirkland, WA ZIP 98083 WA. ST. CONTRACTOR'S LICENSE # STEINCC131CQ EXP. DATE 2 -11 -91 ARCHITECT Roger Newell Architects PHONE 322-1192 ADDRESS 1102 19th Avenue East, Serttle, WA ZIP 98112 USE 4 i a : ` f CODE.::CO'11PLIANCE / f • FLOOR SQUARE FEE_j' OCC. LOAD SQUARE FEET OCC, LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TOTAL TYPE OF CONST.: V_i hr UBC EDITION (year) 1988 SETBACKS: N- S - E- W- FIRE PROTECTION: Sprinklers Detectors 0 N/A UTILITY PERMITS REQUIRED? ( Yes ONo I Pub l icWorksl ZONING: R _ 4 BAR /LAND USE CONDITIONS? Q Yes 0 No CONDI 1 IONS (other than those noted on or attached to permUUplans) CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING � Lo PERMIT NO. DATE ISSUED: 5,... SITE ADDRESS APPROVED FOR 1 i ISSUANCE BY: // ,%// ' CERTIFICATE OF OCCUPANCY NO, 15315 Sunwood 131 Bldg A One twelve unit apartment building. BULDII'3 PERMIT (POST WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCAT ON) SUITE # VALUE OF CONSTRUCTION - $ 558,335.00 PROJECT NAME/TENANT ASSESSOR ACCOUNT # 35 1 9 -� 200 -� Crystal Ridge Apartments 3599 2 : 3 TYPE OF 0 New Building U Addition U Tenant Improvement (commercial) Li Demolition (building) ■ Grading/Fill WORK: 0 Rack Storage O Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: BUILDING OFFICIAL DATE: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lay and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or \he •erfo uance of work. I am authorized to sign for and obtain this building permit. SIGNATURE: \i DATE: \A / d PRINT NAME: 1 1't 1= 1 _ •_ts i� }2I it COMPANY: ;' i 11.' \��:1._L. This permit shall become null and void if the work is not commenced within 180 days from the date of. issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection DATE ISSUED: PERMIT NO. • CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMO UNT OWING , 00 3RD NOTIFICATION BY: (snit.) PROJECT NAME C �� �� RI d5-p P\par rt SUITE NO. SITE ADDRESS {- PLAN CHECK NUMBER `69-3Q Toro %i•'% Lc) Ppavtywn+ f3u►ldingt (-I k)nt-t -Qcac i 3 Pckr k1 11 Gay o y rzs R�Lf".e.utiorn 1(I,irj • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. INSTRUCTIONS TO STAFF • Plan corrections shall be completed and approved prior to sending on to the next department. flt Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. ® Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) DEPARTMENTAL REVIEW "X" In box Indicates which departments need to review the project. A?LBUILDING - initial review FIRE AHTM PLANNING PUBLIC WORKS 0 OTHER (BUILDING - final review REVIEW COMPLETED BUILDING PERMIT APPLICATION TRACKING INIT: IN 5 INIT: l 10- Sep-q0 NS T Date Sent - Cf-o6(0 ,JROUTEDL, ID -26 - _ .,{gyp FIRE PROTECTION: Sprinklers 79 Detectors fl N/A FIRE DEPT LE DATED: i / / INSPECTOR: ZONING: J - - qo` - mate Approved - BAR/LAND USE • DIT ' NS? REFERENCE FILE NOS.: C [1 r MINIMUM SETBACKS: N- 5- UTILITY PERMITS REQUIRED? i Yes No PUBLIC WORKS LETTER DATED: pi " k/1 5 /z ° t I INIT:-1422M. Y— I '_AR STR BC ' • ( ry ): Icier .,�.,.. �,...... /..,....... ✓VY /V .NIM� ....... /. ..,. V.,.VV (206) 433 -1849 I EStrRIPTION;<;: < : >::: AiIiOUNT;:. RCPT #::;.: DATE .:: = UILDING: FEE PLAN: CHECK FEE .. g►: <. : �i , .40M 1 ,• PLAN CHECK NUMBER % 3 1 /APPLICATION MUST . BE ' FILL OUT COIMIPLETEL Y. " . : : UILDING: SURCHARGE :60 ENERGY:, SURCHARGE •THER: _.. . :. TOTAL.. `, , G15% <:: ., SITE ADDRESS SUITE # 62nd Avenue SW & Sunwood Blvd. VALUE OF CONSTRUCTION - $ Y `� ASSESSOR CC 11 T / Parcel B 3 910 0 - 0 -0 PROJECT NAME/TENANT 5U r) Lw;Oc:)ti L 62nd Avenue S` Apartments TYPE OF M New Building • Addition • Tenant Improvement (commercial) • Demolition (building) WORK: O Rack Storage O Reroof O Remodel (residential) O Other DESCRIBE WORK TO BE DONE: One — twelve unit apartment building — �a1/4 Q•ac... /a BUILDING USE (office, warehouse, etc.) For rent apartments NATURE OF BUSINESS: Apartment rental WILL THERE BE A CHANGE IN USE? LA No U Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 11 , 8 8 2 SF Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER Citizens Service Corporation PHONE ADDRESS 2495 140th Avenue NE, Bellevue, WA ! ZIP 98005 CONTRACTOR Steinvall Construction Co. PHONE 822 -6440 ADDRESS P.O. Box 2458 Kirkland, WA ZIP 9 WA. ST. CONTRACTOR'S LICENSE # S'i'EINCC 131 CQ EXP DATE 2/11/90 ARCHITECT Roger Newell Architect PHONE 322 -1192 ADDRESS 1102 19th Avenue East, Seattle, WA ZIP 98112 CITY OF TUKWILA Department of Community Development - Building Division BUILDIN PERMIT APPLICATION FEES (for staff use only) CONTACT PERSON DATE APPLICATION ACCEPTED PRINT NA Gary R. Steinvall ADDRESS P.O. Box 2458 Gary R. Steinvall II -Sq DATE APPLICATION EXPIRES 5 - t 3 - 9 CD DATE /t3/SS PHONE $22 -6/140 CITY /ZIP Kirkland, 98083 PHONE (206)822 -6440 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of community Development prior to application submittal. Contact the Permit Coordinator at 433 -1851 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT if the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OP PLAN REVIEW Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitations, The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 - 1849. � PERMITS ► ••i . TO PWD ,. •v..• APPROVED PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED 5il=u U4 i� Channelization/Striping/Signing Curb Cut/Access /Sidewalk J -Q --G1 Fire Loop /Hydrant Flood Zone Control Grade /Fill Hauling Landscape Irrigation Moving an Oversized Load Sanitary Side Sewer Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage Water Main Extension (private) Water Main Extension (public) Water Meter (exempt) size: No.: ❑ Water Only Water Meter (permanent) size: Water Meter (temporary) sine: Other: No.: Na.: Other: DATE PLANS RECEIVED TYPE OF REVIEW ► ••i . TO PWD ,. •v..• APPROVED ,. - : REQUESTED — COMMENTS C I - 5 —( 10 5il=u U4 i� 9'a5--clo J -Q --G1 PROJECT NAME PLAN CHECK 41)C1 UN_ MER , <Act - 3<A I ROUTING SITE ADDRESS UTILITY POJECT TRACKING CHECKLIST ■cdcc par t-m' SUITE NO PERMITS REQUIRED CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT CITY OF TUKWILA CENTRAL PERMIT SYSTEM ENGINEERING DIVISION 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188 (206) 433-0).79 SITE ADDRESS PROPERTY OWNER ADDRESS ENGINEER ADDRESS CONTRACTOR ADDRESS PERMITS REQUESTED • UTILITY PERMIT APPLICATION (please print) 62 „J AOL S SAIAJODI 3L /L1. SoU ILI CIL l i EAL A SSoG/+ T ES r 1 /A ,1UE. , L-t 1 YL-nJa , UlA , 1�. R. STRon1 Con1SU LT,AIL ENGr,�Ef1�S IO& c 2 NE 3s”' PL -# for CA2H STF i J 44 LL Gods r - kl,ILT ionJ C_0, Po. 9)0X 2L15i3 Kftv,LAiJJ , bv�l Sewer Main Extension (private) Sewer Main Extension (public) Water Main Extension (private) Water Main Extension (public) Excavation (in public right -of -way) �� Fire Loop /Hyd.(main to vault) No: 3 Sizes: e Landscape Irrigation Sanitary Side Sewer No: Water Meter - Permanent: — No: _7 Sizes: 2" Meter Address (if different from site address) Water Meter - Temporary: No: Sizes: [] Water Meter - Exempt: No: Sizes: Meter Address (if different from site address) WATER METER DEPOSIT /REIMBURSEMENT WATER METER BILLING NAME SDUTNC.EniTrs ASSocri ADDRESS 9// _S 'n AU< CITY, ZIP I 1 KuRAiL, WH 63033 PHONE 822- L i o MONTHLY SERVICE BILLINGS TO: x water NAME SOttTUcL►STE2 ASSocATES ADDRESS �r1 1 ' 1 A1)L, K2vL_ Jf / WA 9Qo33 DESCRIPTION OF PROJECT [I Single Family Residential ❑x Multiple Dwelling: No. units 7a Duplex Hotel • Q Commercial /Industrial: (32 /W1.UTILAPP) Office [j Warehouse Shool /College /University • Other MISCELLANEOUS INFORMATION NAME SOUTH cL►,IT�� AS�oU�t i F� ADDRESS G) 11 Vi ALL CITY, ZIP K,2U.L.ANUN , uJfl 9no33 PHONE 822- Gyya El sewer 0 metro [[ standby Triplex El Motel Apartments Other Retail Church I HEREBY CERTIFY THAT I HAVE READ THIS APPLICATION D KNOW THE S Applicant /Authorized Agent (signature) (print name) 4.fs/c--.v C. Contact Person (print name) ,,,¢ev T' , : 57 erA/ 4 - 4 X 44 Address CONTROL # eR - Q� PHONE 8Z.2 C,L,Z10 ZIP 9$o33 PHONE 823 -3063 ZIP 95033 PHONE B22- 641 10 ZIP 0 )5083 - 2 j Curb Cut /Access /Sidewalk Channelization /Striping /Signing Hauling Moving an Oversized Load Storm Drain Flood ZonCgn Other // -� PHONE ZIP f Condominiums $22"6�I�f0 98033 • Hospital • Manufacturing New Building: Square footage 6 UAIITS @ 12900 s-c, I @ Soso, .'« roT AL = i30, Remodel /Addition: Square footage of original building space Square footage of additional building space King County Assessor's valuation of existing structures $ a Valuation of work to be done $ ME TO BE TRUE AND CORRECT. DATE // PHONEA2z PHONE 5d ZIP p —G 543 x"54") 4- 67571- (475-7-62. ENGINEEpING BULLETIN Date: 24 ; l3 Project Name: G C' Subject: Epc,Xn Description /Action Issued by : Drib! lion 1 )( 24Z, —4709 Number: Project II: 91O4 7. r• Owner Approval By: 'tnvrA._ rata Structural and Civil Eng ineers • Attoei Gtuu Loc'id-ion • re(cclicYcz. •�z� 1)11 S / DK t "U Si-M(& cN. 6.,RAP6 KIEL 0'12- bet.or.o TLP of boWet_.. -- Pax'e Nib ',W U- 5'57 e Rt�vt - P 511 -ter S� F U`roxY 1- -IqueL EpEcs . \- t-t- No -iv i ' pezp. sou crIoA - Piarvs No s9 "cott. 1iusf5cnolu fica1b. Fog- SI-ALS a 40, A t : Date : Date: Ng,v4t 32a -516,f APPROVED 100 Nickareon St., Suite 302, Seattle WA 08109 205.205.4512 PAX 20U•205.O010 SEP T s• SEAT iN TUB CONFIGURATION (a5 1 c CO 0 03 0) Bathtub Areas Sec. 511 (0 Bathtub Areas. In other than Group R, Division 3 and Group M Occupancies, bathtub areas shall be as follows: In other than Group R, Division 1 Occupan- des, bathtub areas as described hereinafter, may substitute for showers as required in Section 511 (e). In Group R, Division 1 Occupancies, bath- tub areas located in any accessible or adapt- able toilet facility or dwelling unit shall be accessible. EXCEPTION: In adaptable dwelling units, installation of grab bars, shower units, and in -tub seats may be waived, provided structural provisions be made for their later installation. An accessible bathtub area shall have one of the following configurations: 1. Seat at head configuration: A seat shall be constructed flush with the top of the tub, at the end opposite the tub drain, extending 15 inches or more beyond the end of the tub. An unobstructed floor space, at least 30 inches wide and as long as the tub plus the seat, shall abut the tub. Two grab bars shall be installed, on the wall opposite the unob- structed floor space, one end of which shall terminate where the tub abuts the seat. Seat in tub configuration: A portable, removable seat, 12 inches wide, shall be pro- vided to rest on the tub rim at the sides of the tub. An unobstructed floor space, at least 30 inches wide and as long as the tub; shall abut the tub. Two grab bars shall be installed on the wall opposite the unobstructed floor space, one end of which shall terminate 24 inches from the end of the tub opposite the drain. One grab bar shall be installed on the wall at 511 (f) the end of the tub opposite the drain, extend- ing at least 12 inches from the unobstructed floor space. In addition to the foregoing, every accessible bathtub area shall comply with the following re- quirements: (1) Grab bars: All required grab bars shall be installed parallel to the floor. One grab bar shall be installed on the wall at the end of the tub nearest to the drain, extending at least 24 inches from the unobstructed floor space. Where one grab bar is required, it shall be installed at 33 to 36 inches above the floor. Where two grab bars are required, the first shall be mounted at 33 to 36 inches above the floor, and the second shall be mounted 9 inch- es above the tub rim, and both shall terminate not more than 12 inches from the wall nearest the drain. (2) Unobstructed floor space: A lavatory which complies with the requirements of Sec- tion 511 (b) 1. may be installed within the unobstructed floor space. The 30 inch dimen- sion of the unobstructed floor space shall abut an accessible route of travel, or shall be increased to 48 inches. (3) Seat: Every seat shall be capable of ("''t supporting a load of 300 pounds without per- manent deflection. Removable seats shall be provided with slip - resistant mounting surfaces. (4) The water control shall be single -lever type, installed beneath the grab bar at the end of the tub nearest the drain. Requirements for hand -held shower spray, and for water temper- ature, are as in Section 511 (e). (5) Tub enclosures, where provided, shall have no track on the tub rim. 53 Protect: Type of Inspection:- •. ress: 1.1 g .t:•: __ .- -- Spedal Instructions: Date Wanted: .... 7 / (3 a.m. p.m. Requester Phone No.: OCOipt ",: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: 11 Inspect or: / Date: l t e: .(206) 431 -3670 O Corrections required prior to approval. D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: .sO K' , . Type of Inspection: • ► * $ II. .'ras '.e .:�a!*,. Special Instructions: /n �__ C6 l dg fx Date Wanted: am. p.m. Requester: Phone No.: • 4• ' Ire CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: ' ❑ $30.00 R 6300 Sout I Heceipt No,: 0 INSPECTION RECORD 0 Retain a copy with permit Date: (206) 431 -3670 ❑ Corrections required prior to approval. PECTION FEE REQUIRED. Prior to reinspection, fee must be paid at nter Blvd., Suite 100. Call to schedule reinspection. • at Rime— �o F. 1na{ Date Called: Address: 1 1.5 5(ir�11� -C.> d 1; Special Insbuctions: , P /� \ Date Wanted: am. p.m. Requester: Phone No.: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3V70 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: ' O $30.00 REINS • ECTION FEE REQUIRED. Prior to relnspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Recoil No.: Dale: COMMENTS: •ht,cyra ,,,f,777--- G L' Yl�e o ns : .p.---/ /U A 6—' re ) 5 \ SuA 1 !,(Jl7d &L Date Called: / a _/ S -6) 3 stru dons: Date Wanted: ----. � --7 - --M , "Q3 am. . 1 ! vt K cc...) �i � .� --T-'s . a w�~r f a 1' Z ccOg(PS Io3 Z-CP SS9 J o 4 2 Co Skit co . p LA N N 4J FI tJ PM WILL. 6C," P W-R 1l- 4,0 .-J Al— c c..b w. P ■. c11a 0 06- - ME' E o v E :a-AA - prta.n- 2 , e.- -2_. ov., -, o c.,.,pi . . ,, ` t I ProJ •ht,cyra ,,,f,777--- G L' Yl�e o ns : .p.---/ /U A 6—' re ) 5 \ SuA 1 !,(Jl7d &L Date Called: / a _/ S -6) 3 stru dons: Date Wanted: ----. � --7 - --M , "Q3 am. . 1 ! vt K cc...) Phase iJ • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspector: INS RECORD ( .: Retain a copy with permit Date: / ❑ Approved per applicable codes. g Corrections required prior to approval. (G/> ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'fie: . , �^ i 14 4.s r. ,c a� . Type of I .: +. ion: L9 ,i0 - i &&At L .:.e � /I_a - q3 ruct Ions: Date Wanted: ,/ p.m. AA 11L Phone No.: 1 — gee; 55 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION (/ 6300 Southcenter Blvd., #100, Tukwila, WA 981 � � f I LS206) 4314670 Approved per applicable codes. 0 Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "'Pro��eci: — Type.ot Inspection: , r� �rlA �'t Gi)2�r P - ?5- - 4 9 ' Sp at Instructions: Afi1t.:Y' X3:00 '1 j�l.ea..,..P... Date Wanted: -- r a- ci, (m p.m. I� ueste L ()i Phone No,: 7/ f INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. CO MENTS: (206) 431 -3670 Inspector: O Corrections required prior to approval. Dale: O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' ro : - : T /1-% .1)G,E" ype 0 S• " '2';',411/4.6 Sorprr5 Address: Date Called: Special Instructions: t t A Requester: Date Wanted: 7 .,.• 245 am sn. Phone No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes, COMMENTS: (206) 431-3670 U Corrections required prior to approval. Date: • ‘1 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. i J 44i4ect: Y pect d e 1 \. 1,1,14,1,o 0 i7 ., /ill Date al ed' iw7 - " ` 6 ! J Sp al nstructlons: _ Date Want • 4 p m. 0 9 Requester: w M l K-- Phone No.: - r.- --- C 310 t I' SP • 1 I `0. f $( Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P RMtT (206) 431 -3670 ❑ 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. •roes: , r A / ( *d ypeo ns.:. ,n. ..ir5 c.+ /a iior -- rasa: /Jrr . uA �wft/ � . : • :. Sp: . al Instructions: Date ranted: 7 •a, - - %..,3 am. p.m. 0 Approved per applicable codes. INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA ,BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 D Corrections required prior to approval. COMMENTS; D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: ro I ITC-: E - � s ` / , w n Type of Inspect of �' r)" r ._.. Address: -- Date Called: ^93 Sp: .. a nstructlons: Date ant: Requester: Phone No.: COMMENTS: Receipt No.: 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. ❑ Corrections required prior to approval. ❑ $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: (206) 431 -3670 nspector 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 103 PERMIT NO. (206) 431 - 3670 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. row — 1-- ll i, o nspeM •n Address: c , 1 ) \f� � ` w�rt� � : e .: , ; . ( 0 Special Instructions: 4 f U�LZ ►/ d24. , �. Date Wanted: 0 v 11 J M /] q5 Requester :Lif /. 1_2______ honeNo.: ^t nspector 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 103 PERMIT NO. (206) 431 - 3670 ❑ Corrections required prior to approval. COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Proied: ypeo nspectan: Address; c! `— Date Called; "" • _ • • I nstructlo s: /94 /� 4 �C� r`.E a4 7% /,, �� 4 1 °" ::: ted: r: Phone No.; 0 INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 Approvedpef applicable codes. No.: '543 PERMIT t' (206) 431 -3670 ❑ 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. ro M : �t. _ I l ype o nspect n: . �" '" ' i•I ress: ��� ,. . i A Aga, :. �< Special nstructions: :, i Date anted: L ,... + �V I am. .dui Requester: i Phone No.: . z.. 2 .. ... ( CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit W 1 70 (206) 431 -3670 ❑ Corrections required prior to approval. ti—ce \C (-7-016. - ( � . (K -, A ' »2 L 772i), ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee mus be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • o : , /e v 4 .4/ ype o nspect • : e/, • / Special Instructions: A- Date Wanted — Requester: —•,-, INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION Approved per applicable codes. I Flecept 1E Date; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,( 1-36 C3 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 : M ; , l Ll ' of s s : . ri: _ ' / - .r,re.; ...., 4414 /9. A/ �: e a :.: -- I S Sp : ► .. � n struc tti ons: 1? 1 C A 94 ()e-- - � O �� Date Want Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: ' / �, Inspector: 7110.: INSPECTION RECORD Retain a copy with permit s� Date: (206) 431 -3670 D Corrections required prior to approval. D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Pr: R;(/ Tye ot Ins pA t ". i r 5 Th T Address: . i a) ,t411,007,W /34 Sp ci a -, / A / 6 , ) G ( ) - - 1:0D ro rx14,42-e/ Date Wante 6-_ Instructions: - 15 .- , - - - V am .m., / Requester: Phone No.: 0. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C4Iki g Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ' , 4 c , ,„ /.." s e .-.s (206) 431-3670 0 $30.00 REINSPECTIO 'FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1-11WITO77"-- . .` ,% 115 3 ma m 1l Su 'Y 10111. tt ,:e .:,: 6 ---JI Special Instruct cns; i9JI i m J 2 : X) PiM):e AMA—C.- bate Wanted: f / am. p,m, Requester: M i ) ' Lei Phone No,; <-;—' 0' INSPECTION RECORD 0 Retain a copy with permit CITY OF'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (05{3 PERMIT (206) 431-3670 Approved per applicable codes. COMMENTS: ��(t �.• PAJEzS 9E $ N Sa �, �.s b MIL _►01 I Inspector: Receipt No,: ❑ Corrections required prior to approval. Date: 0 : S- 1Z. « ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 4 /Z-, D Y o ns wn: 0 Nc ; �--rL4- - . 4 ress: I :te ::. Special Instructions: 6 1t7*- S G. t4—• J 9 -t f .-- 1 rj S n (Fr-T15 ,1 . Date Wanted: 4 71 — `L' ' am. 1 —Aequester. 01 r . Phony — No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS; INSPECTION RECORD Retain a copy with permit ❑ Corrections required prior to approval. (206) 431 -3670 Date: :�!_ - f ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date; roe r---. Type of in: Addrem: r..r.-- ...rssrro Z.71.- VC) . Date Called: - ^ t 7 Special Instruct ons: C 5e. 'TI•+S e • 00 .5�T2r Date Wanted: 3 — 1 8 -53 am. p.m. Requester ni' e Phone No,: dr) INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 [Approved per applicable codes. COMMENTS: ' N (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectlon, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • ype o nspect n: 11 , .. :te • :.: Special nstructlons: 13-1-etb.- 8 a. Date "anted: 3-/I-3 am . p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Receipt No,: ved per applicable codes. INSPECTION RECORD Retain a copy with permit (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED, Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Stile 100. Cal to schedule reinspection. Project Name Address Sprinklers: Fire Alarm: Hood & Duct Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM City of Tukwila Fire Department Authorized Signature TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Approved without correction notice Approved with correction notice issued Permit No. T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief Retain current inspection schedule X Needs shift inspection 14 Al e,i+. ri // az-v) / . f 'c • bee..!) / Date / Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax• (206) 575.4439 "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED X 1 Footings 431 -3670 R 2 Foundation 431 -3670 x 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 !l 5 Roof Sheathing Nailing 431 -3670 . • 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 X 8 Insulation 431 -3670 9 Suspended Ceiling 431 -3670 " " x 10 Wall Board Fastening 431 -3670 ._ 11 --.----.- 12 13 x 14 FIRE FINAL insp: 575-4407 x 15 PLANNING FINAL 431.3670 x 16 PUBLIC WORKS FINAL 431 -3670 ' x 17 BUILDING FINAL 431 -3670 CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 SITE ADDRESS: esuau111ta renmi i INSPECTkI)N RECORD (Post with Building Permit in conspicuous place) SUITE NO.: BUILDING PERMIT NO. DATE ISSUED: PROJECT: CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE INSPECTION PROCEDURES AND REQUIREMENTS (05 15315 Sunwood Bl (Building A) Crystal Ride Apartments All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When forms and rebar are in place. 3. SLAB - If structural slab or if undersiab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in Inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be Installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 00/14 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Plan Check #89 -362: Crystal Ridge Apartments 15315 Sunwood Bl Bldg A PHONE It (206)433.1800 Gary L. l anl)uscn, Aluyar THE FOLLOWING COMMENTS APPLY TO AND BECOME PAR OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER Lf3 . 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296 - 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All mechanical work shall be under separate permit through the City of Tukwila. 5. All permits, inspection records, and approved plans shall be posted at the job site prior to the start of any construction. 6. When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Crystal Ridge Apartments Page 2 9. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 10. A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). 11. Clothes Dryer: Provide moisture exhaust duct per requirements of U.M.C. Section 1903, a, b and c. 12. Fireplaces: Provide outside source for combustion air. The duct shall be at least six square inches in area, and be provided with readily operable damper. WSEC 602(a)3B. 13. Water Heaters: Provide pressure relief valves with drain lines to building exterior. 14. Tenant Storage Areas: One -hour fire resistive construction required at walls and ceiling separating tenant storage rooms from units. 15. Title 16, Tukwila Municipal Code: Every entrance door to an individual housing unit shall have a keyed, single - cylinder, one -inch deadbolt lock. The lock shall be so constructed that the deadbolt lock may be opened from inside without use of a key. Mounting height shall not exceed 48 inches above finished floor (U.B.C. 3304 (c)). Deadbolts or other approved locking devices shall be provided on all sliding patio doors which are less than one story above grade or are otherwise accessible from the outside. 16. Washington State Regulations for Barrier -Free Facilities: Section 5501 (c). . . Locksets and latchsets shall have lever, push operated, or other devices which will permit operation by wrist or arm pressure. This requirement applies to recreation builidng and all buildings with more than 10 units. 17. Fair Housing Act Design and Construction Requirements: Plans submitted for this permit application have not been reviewed for compliance with the specific accessibility requirements of the Fair Housing Amendments Act of 1988. These requirements remain the responsibility of the Architect or Builder. Crystal Ridge Apartments Page 3 18. Flame Spread Rating of Walls at Stair Enclosures: A flame spread index no greater than Class II (per U.B.C. Table No. 42 -A) is required at apartment stair enclosures. The application of "Flame Stop III" to the enclosure walls is an acceptable alternate method of compliance, subject to the following conditions: A. Application is accomplished in strict accordance with the specifications of "Flame Stop, Inc." B. The Architect of record shall submit a letter to Tukwila, Building Division stating that the Fire Retardant treatments have been applied to the stair enclosure walls in accordance with the manufacturers specifications. Receipt of the Architects letter will be a condition of final inspection approval. 19. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 21. All wood to remain in placed concrete shall be treated wood. 22. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for , or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 TO: PERMIT CENTER FROM: JACK PACE SENIOR PLANNER DATE: MAY 2, 1991 PHONE # (2061 433.1800 Gary 1.. Va"Unso', Mayor RE: PLAN CHECK # 89 -362 thru #89 -381 CRYSTAL RIDGE APARTMENTS The following comments apply to and become part of the approved plans from the Planning Divison. 1. Retaining Walls: a. Maximum 6' -0" height of wall specified on revised sheet 33. b. Walls to be textured by using form liners by L.M. Slofield Company - Model "T 8340" or equal and painted to match stucco in building. c. Walls are to be modulated through the use of landscaping cascading down from top of walls. 2. Siding: Siding type: Louisiana - Pacific "Inner- Seal" siding. 3. Lighting: See revised sheet 1 for note regarding lighting spill over to adjacent properties and roads. 4. Signage: It is our understanding that all signage must be reviewed and approved by the B.A.R. 5. Open Recreation Space: An erroneous designation of square feet of open recreation space on sheet 1 has been revised to match open recreation plan on sheet 31. 6. Basketball Court: Basketball court and backboard to be oriented per plan, sheet 2. 7. Colors: a. Siding: 1. Field: Olympic "Butternut" or equal 2. Trim: Olympic "Beige Gray" or equal 3. Accent Trim: Olympic "Forest" or equal b. Singles: Malarkey "Olivewood" or equal c. Stucco: Dryvit stucco "Sandlewood Beige" or equal d. Deck Membrane: Gacodeck Urethene system "Adobe" or equal e. Windows: Bronze Aluminium f. Deck Rail: Olypmic "Forest" or equal 8. Children's play structures: a. Play Designs Model 450 -124R or equal 1. Platform 2. Tube Slide 3. Double long wood roof section 4. Store front corner 5. (2) Activity panels 6. Steering wheel 7. Enclosed step action 8. Inclined access ramp 9. Wave slide b. Play designs model 450 -121R or equal 1. Wave Slide 2. Steering wheel 3. Sand play area 4. Enclosed step action 5. Activity panel 6. Plastic roof section 7. Access ramp Note: See attachments ' • • K . • — A non-toxic, water- based, sacrificial coating for thi Jnsparent protection of vertical surfaces from graffiti and other contaminants. • —A penetrating, water-based, water repellent for vertical and horizontal concrete and masonry surfaces. • •—Color matched multi- The following samples indicate a few examples of the many standard and custom textures available in LITHOTEC; Formliners. All textures pictured are available in High-Reuse Elastomeric and Medium-Reuse Rigid or Single-Use Rigid grades. For further information contact Scofield or see Tech-Data Bulletins T-104 and T-105. T-1130 M-1130 S-1130 Heavy Aggregate Texture 1 /2"-3/4" aggregate Maximum relief: 1/4" (6mm) T-2355 M-2355 S-2355 Fractured Fin, 1 Rope 1 rope on 2" centers Maximum relief: 3/4" (19mm). f-:1;:: • ••7 T-10130 Sandblast T-8745 M-8745 S-8745X Rough Sawn Cedar, Hi-LO-`'‘ Random width and thickness ' Maximum relief: 3/4" (19mm) T-21930 Rough Sawn Cedar, T-22340 Rough Sawn Cedar, Random Boards, T-30405 Fluted Fractured Rib Fractured Fin, Smooth Fluted Trapazoid 4" Boards, T&G T-1030 T-60430 Cut Key Strel T-10230 T-8035 Rough Smea Batten Hi-Lo 1/4" to 1/2" T-2240 T-8130 . Rough Salri Grooved., •;; T-20830 T-8545 Random • Cypress 1/2" Rope T-21430 T-8630 Pecky C}press Grooved T-9055 Random 4t Rock "Textures listed are not necessarily available in all grades. Please inquire. Custom textures are also available. Call your nearest Scofiet office or sales representative for more information. Random Sandblast Medium Aggregate Texture Fractured Fin, 3 /4" Rope Sandblast Pine, 1/2" Hi-Lo • Rough Sawn Cedar, 4" Boards, Butt Joint T-30835 T-31645 L. M. SCOFIELD COMPANY MANUFACTURER & MARKETER OF BUILDING SPECIALTIES SINCE 1933 6533 BANDINI BOULEVARD • LOS ANGELES, CA 90040.3102 POST OFFICE BOX 1525 • DOUGLASVILLE, GEORGIA 00133.1525 District °film and warehouses nationwide Western Inquiries: So CA (213) 723.5285 (619) 271.1265, No, CA (800)392.8300, Outside CA (800) 222.4100, Fax (213) 722.6029; Easton Inquiries: GA (404) 920.1200, Outside GA (BOO) 222.4107, Fax (404) 920.1827 part polyurothr construction sonlants, • —Heavy-duty, precag. • presloped channels and catch basins with grates lot sutki• drainage. • •••:17.:.: • —A surface-set reteiebr; producing exposed-aggregate architectural concrete tont; T-32590 Fractured Fin, 1" Flat Channels T-33050 Fractured Fin, lb" Flat Channels, 1" Deep T-33255 2" Bush Hammered Fin T-331105 North River Fractured Fin T-6030 Rustic Brick T-6130 Wire Faced Brick For our closest representative, call ,s Sweet's Buyline. • Please request "Concrete Coloring Systems" and "Precast, Interconnecting Drainage Systems" brochures for further' All Scofield materials are available world-wide through s located representatives, distributors, and dealers. • • T-8340 M-8340 S-83404 \ T-8430 M-8430 S-1344, Cedar Grapestake \ , SandblastiCd Wood, .Rand width boards;;0 Maximum relief: 3 4 " (19mm) Maximum relief: Ye( T-6730 Split Facr;lkitil1 discovery Series c� == ' �� ` � r -► r f � .I' ' Model 450.124P (Pine) WI, 1,746 lbs. Model 450•124R (Redman!) Wt. 1,455 lbs. Accommodates up to 33 children with skill levels of 2 to 6 years, Playstrueturc size: 14' x 21' Approx. resilient surface area: 30' x 45' This Play Designs playstnlcturc features the following activities: spacious platform area, tube slide, double- long wood roof section, store front counter, (2) acti- vity panels, steering wheel, enclosed step section, inclined access ramp, and wave slide. Refer to page 1 for Activity Value Chart —Sec Activities 13, 15, 16, 17, 18, 19, 25 Structure shipped complete with "Clock Panel" and "Color Wheel Panel." Refer to page I for Activity Value. See Activities F & H. IAI',I 111N 111 NINIE I' \SI.t. wil'IAN'1: I■SIIKT I'll'l. ■.\LI. it\RRt1:11 Sllllxr TUBE SLIDE l'll'E. 11'AI.L BARIUM E..CIASED STEP 1' I l' 1: WALL .I . IL\ N N I I' R I'ANEI. 11'4 11'11F:I:1. I,SI:xr ,•1 \1x11111'.\1.1. 11.001I1:R st oel E.EIII.NI: wII111. PLASTIC WADI: SLIDE '. PlayilDesl N' .O' N9rning: Do not install playground equipment over paved surfaces such as concrete and asphalt because falls to these surfaces will result in more severe injuries than falls to more resilient surfaces, Do not allow the surface under and around equipment to become hard and corn. parted. We recommend that all playground equipment be installed over a soft, resilient surface In case of accidental falls. Be sure to consult the Installation instnufions included with each product fur specific recommendations. Model 450-1231' (Pine) Wt. 725 lbs. Model 450 -123R (Redwood) wt. 607 lbs. Accommodates up to 16 children with skill levels of 18 months to 5 years. Playstructurc size: 6' x 16' Approx. resilient surface area: 22' x 36' This PlayDesigns playstnlcturc features the following activities: wave slide, enclosed step section, inclined access ramp, activity panel, and plastic roof section. Refer to page 1 for Activity Value Chart —Sec Activities 16, 17, 19, 25 Structure stripped complete with "Window Panel." Refer to page I for Activity Value. See Activity C. TOP VIEW INCIASEt1 St rim. r 11:r PLASTIC wA \'I. st.lnt: I'LAS I' IC toxic IS CLEAN 11Ivtxnv tssI:L ACCESS RAMP 1S/11AU1RAItS 'Si. . • .`t•' Note — all Step Sections are constructed from vinyl- coated expanded metal, as shown, 0 Informed supervisors are recommended to make play the safe and healthy growing experience it should be. Discovery Series Model 450.2001' (Pine) Wt. 1,702 lbs. Model 450.200R (Redwood) Wt. 1,369 lbs. Accommodates up 10 26 children with skill levels of 3 to 5 years. Playstructure size: 24' x 24' Approx. resilient surface area: 40' x 44' This Play Designs playstructure features the following activities: balance beam, sliding pole, wide slide, swinging bridge, spiral slide, chain net climber, and inclined access ramp. Refer to page 1 for Activity Value Chart—See Activities 3, 7, 9, 10, 11, 12, 19, 25 SPIRAL SLIDE SWINGING 6' LONG BRIDGE I pool I ENCLOSED STEP MOE SLIDE t 36* JMNI.1111010111 TOP VIEW 1. 24' CHAIN NET CLIMBER SLIDING POLE RAMP WAIAND RAILS 2.LEVF1. BALANCE BEAM 24' PlayDesigns GUARANTEE See inside back cover for detailed statement. Structure shipped complete with "Tic Tac Toe Ball , Style Panel." Refer to page 1 for Activity Value. Sec Activity D. Model 450.1211' (Pine) WI. 1,422 lbs. ..,Model 450421R (Redwood) WI. 1,159 lbs. Accommodates up to 20 children with skill levels of 18 months to 5 years. Playstructure size: 17' x 15' Approx, resilient surface area: 33' x 35' This PlayDesigns playstructure features the following activities: wave slide, steering wheel, sand play arca, enclosed step sections, activity panels, plastic roof section, and access ramp. Refer to page 1 for Activq Value Chart —See Activities 13, 14, 16, 17, 1 , 25 6.6' ENCLOSED STEP PANEL isscirr TOP VIEW ACCTS 14A1IP 11711ANII11111S PLASTIC 11(4)E SANDBOX Note—all Step Sections are constructed from vinyl coated expanded metal, as shown on page 6. " "* • '1 • :• • • • • • • WIN HALL BARRIER %VS:TERING WHEEL PLASTIC 51 WE SLIDE HOOD WALL BARRIER 11/STEERING WHEEL City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Number 89 -362 through 89 -381 (513) Re: Crystal Ridge Apartments Dear Sir: Gary L. VanDusen, Mayor November 8, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) The following items pertain to the recreation building: Commercial - type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically - •P City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206)575 -4404 Page number 2 Gary L. VanDusen, Mayor shut off to all equipment under the hood when the system is actuated. (UFC 10.313) A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC 10.313(d)) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one -hour fire resistive construction and sprinklered where required. (UFC 12.106(c)) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) (In the recreation building) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) (In all the apartment buildings) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) Fire hydrants are required as detailed in City Ordinance #729. t City of Tukwila Nt11Lq r .■MMININIIIIIP FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 3 Gary L. VanDusen, Mayor A fire hydrant is required within 150' of a building and no portion of a building can be further than 300' from a hydrant. An additional hydrant is required to serve buildings #F1, #F2 and #E. Local U.L. Central Station Supervision is required. (UFC 14.105) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Extend sprinkler coverage to include all canopies, entryways, foyers, etc. which are completely or partially constructed of combustible materials. (UFC 10.301) Extend sprinkler coverage to basement level. 4. A fire alarm system is required to be installed and functionally tested. (UFC 10.301) An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) This applies to the recreation building and to the garages and to the apartment buildings as described in Article 14 of the U.F.C. and City Ordinance #1528. The fire alarm system installed shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City City of , 1 ukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 4 Ordinance #1321) (U.F.C. 10.301) Gary L. VanDusen, Mayor All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Remote indicator lights are required on all above ceiling smoke detectors. (UFC 10.301) When the control panel is located inside a room, the outside of the panel shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (UFC 10.301) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life - saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) A satisfactory contract covering the maintenance, operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper maintenance service, and for service following operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 2 -3) (UFC 10.301) 5. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) i City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 71=1 ..1=1.11•1•1•11.111111•.. Gary L. VanDusen, Mayor Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the building. (UFC 10.207 as amended) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) In exposed combustible construction, fire - stopping, and draft - stopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 2516, F1) (UFC 10.401) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43 -7. (UFC 10.401) Where attic spaces are fully sprinklered; attic spaces formed of combustible construction shall be divided into horizontal areas not exceeding 9000 square feet by partitions extending from the ceiling to the roof. (UBC 2516, 4- B,iii) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) Page number 6 Yours truly, cc: T.F.D. file ncd City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 The Tukwila Fire Prevention Bureau 65 ,0 L D. R. STRONG Consulting Engineers Inc. 10604 N.E. 38TH PLACE, SUITE 101 10 March, 1993 Schneider Homes, Inc, 6510 Southcenter Blvd. Tukwila WA 98188 Attn: Mike RE: Building Construction Notes Dear Mike, This letter is to certify that the references to walls of the "A" building as staked on March 10, 1993 by crews under my direction held or exceeded the minimum property setbacks as shown on the Architects Site Plan sheet 1, last revised October 19, 1992 and approved by the City of Tukwila on December 9, 1992. The staking included an elevation reference to the basement finish floor elevation of building "A ", per sheet 4 of the same plan set, Sincerely yours, D.R. STRONG Consulting Engineers, Inc. Paul E. Miluski , L.S. Director of Surveying ,av Larso • KIRKLAND, WA 98033 • TOLL FREE (Washington State) • FAX NUMBER (206) 827 -3063 1-800-962-1402 (206) 827 -2423 92 - 142.5 •t o v 1 .9 .0 r:. n, WIRES a. I. 7 3 aye .4 CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 October 30, 1991 Mr. Jack Strother GRAHAM & DUNN ATTORNEYS AT LAW 33rd Floor, 1420 5th Ave Seattle, WA 98101 -2390 RE: Your letter, dated 10/29/91, 62nd Ave S.W. Limited Partnership (Request for extension of Building Permit) Letter from Mr. R.D. Fitzgerald, dated 10/24/91, Subj: Crystal Ridge Apts - Extension of Bldg Permits Dear Mr. Strother: In response to the above referenced letters a 180 day extension, computed from the date of this letter, is hereby granted for City of Tukwila building permit numbers 6543 thru 6563, issued 5/2/91, and 6571 thru 6576, issued 5/8/91. Please be aware that under the provisions of the Uniform Building Code no further extensions can or will be granted. If work authorized by these permits does not commence before April 29, 1992, the permits will become null and void. Sincerely, e Building Of icial PHONE II (206)433.1800 Gary L. VanDusen, Mayor PLEASE IIP:PIT To SEATTLE OrriCE lo LI. FHEI: FuoM TACOMA: 272 -0040 FACSIMILE: (200) 340-0500 SCOTT B4OSDORNE (206) 340 -9005 Dear Mr. Griffin: (GRAHAM Lk DUNN ATTORNEYS AT LAW 33RD FLOOR 1420 FIFTH AVENUE SEATTLE, WASHINGTON 98101 -2390 (200) 024 -8300 October 29, 1991 Mr. Duane Griffin Building Official Department of Community Development 6300 Southcenter Boulevard Suite 100 Tukwila, Washington 98188 Re: 62nd Avenue S.W. Limited Partnership TACOMA OFFICE SUITE 1300 1145 I)HOADWAY PLAZA P.O. Box 1215 TACOMA, WASHINOTON 98401-1215 (200) 572-0294 TOLL FREE FROM SEATTLE: 024-0209 FACSIMILE: (200) 572-0542 This letter is intended to supplement your discussions with Tom Roth and the application filed on behalf of 62nd Avenue S.W. Limited Partnership for an extension of its building permit. This Partnership was formed concurrently with three other partnerships among the same parties for the development and construction of apartment projects. Our clients, Steven L. Sherman, a limited partner in the partnerships, and St. Frances Properties, Inc., a corporate general partner of the partnerships owned by Mr. Sherman, were responsible for providing the capital to acquire the property and finance construction of the apartments. Unfortunately, following completion of the first partnership apartment project, a number of disputes arose among the partners which have resulted in a prolonged stalemate of partnership projects and an inability to move the projects forward. As you know, 62nd Avenue S.W. Limited Partnership picked up its building permit in May of this year but, to date, has not commenced construction. Formal notice of the dissolution of the Partnership has now been given but the parties continue to be locked in a series of disagreements which have held up commencement of this project. Our clients, who have invested over $900,000 in this project to date, have been completely frustrated in their efforts to move the project forward due to Partnership and legal requirements beyond their control. We believe that the steps now underway will give our clients control over the project within a short time and will allow them to move forward. Unless our clients' application for an extension of the GRAHAM & DUNN Mr. Duane Griffin October 29, 1991 Page 2 J: \'Jp \Jlgriffn.Jgm building permit is granted, their $900,000 investment is at serious risk and could result in a substantial financial hardship. Because of the problems in overcoming the Partnership disputes, our clients were unable to proceed for reasons beyond their control. We believe these circumstances justify granting an extension of their building permit. Thank you for your consideration. Very truly yours, Lam.Lems' Q L- I J lt G. Strother JGS:jgm cc: Steven L. Sherman Tom Roth M E M O R A N D U M 24 Oct 91 From: D. Griffin, Bldg Offl To: R. Beeler, Director DCD Subj: Crystal Ridge Apartments - Extension of Bldg Permit Rick, I have received a written request from the project manager of the Crystal Ridge Aprt project requesting a six month extension (copy attached). I have no objection to granting this extension based on Building Division requirements; but I am hesitant to approve an extension without your concurence because of Planning type issues that have played a major factor in the issuance of the permit, i.e., SEPA, SAO vesting rights, building construction moritoriums, etc. Any extension I grant on this project will be very specific that the extension would be for an additional six months only. No other extensions could be granted and if the work hasn't commenced by the end of that six month period they would have to apply for a new permit and pay for and go through a new plan check. Mr Fitgerald is very anxious to get an answer to this request for extension and will be calling me tomorrow to inquire about the status. Technically the permit should become null and void seven work days from today, and the principles are very concerned about whether they will have to start work before then or if the extension will be granted. For this reason I would appreciate your response to this. memo as soon as possible. m/g : A5 a 1^ ii/te.7WO � ; C k lG l Se+ P en ne e 4s 1 LOA 111415 If �Me. �; �J /Thong J , cl11cl L TJ .!'7c /i9� 1' i, t)o for U i1 Owl" 3G, I ), UJas 61,4 4)1( - Wen. - )xo f �11'l e. X 1 i15 icyn Ski o m1(1 b2 3)1031 +erl. /0-01 i 22-45 2 deocime/./,7 a/de- G.?c,e) -.Sew 7i/d.re:/77-of 7 1,f; )0: 5 _ • 7i30 / fr.41 Zee_ _4 el, _47 . 4-gel 4 e2z 5 _ , f2q 4 frtTe 7. 72‘47 e_e:2 / /1/4 ( 4 s a4cA 51=7-9/ _‘57/2?lieee' Ass#E-P__ 6 ex7X01/5./eve )44/41 ■f 1-./.6 72'5 e 77/4e 79fee 72/4e cca.e.74/.5 e57/=" 771-4 77e4/-0 7c3 e 4row/7e417 70 e/ ee,"" c 704/A --- /cfpa loyce-k/c Ce:0/72,r/e42770 /4/ P el774 _ 72 4MA/a ..5,41/ -/4/oz: fl6 -44/0 - 97/ -5 . ./Korilet/o Ae*P 9863-3 TO: FILE FROM: 4f/g. DATE: MEMO October 15, 1991 SUBJECT: MEETING WITH TOM ROTH : CRYSTAL RIDGE APARTMENTS TOM ROTH (THE ROTH COMPANY) AGENT FOR S.SHERMAN (PROPERTY. OWNER) CAME IN TO DISCUSS THE POSSIBILITY AND OPTIONS FOR OBTAINING AN EXTENTION TO THE BUILDING PERMIT THAT WAS ISSUED FOR CRYSTAL RIDGE. I BROUGHT OUT U.B.C. AND READ THE PERTINENT SECTIONS THAT ADDRESS THE EXTENTION PROCEEDURE. TOM INDICATED HE HAD BEEN MADE AWARE OF THIS BY THE OWNERS ATTORNEY WHO HAD INVESTIGATED THIS PREVIOUSLY, AND THAT HE WANTED TO KNOW IF HE HAD OTHER OPTIONS AND.... WHAT CONSTITUTED "CIRCUMSTANCES BEYOND THE CONTROL OF THE PERMITTEE ". TOM 'S REASON FOR THE REQUEST FOR EXTENTION WAS THE UNAVAILABILITY OF FINANCING. I TOLD TOM THAT I DID NOT KNOW IF THIS WAS A VIABLE REASON BUT THAT HE COULD ADDRESS THIS IN HIS REQUEST. I GAVE TOM TWO OPTIONS: 1. REQUEST THE ONE TIME EXTENTION, AND IF GRANTED THIS WOULD GIVE HIM 180 DAYS FROM THE NOVEMBER 2 DEADLINE. 2. COMMENCE WORK AND CALL FOR A REQUIRED INSPECTION PRIOR TO THE FIRST 180 DAY DEADLINE. TOM WAS ALSO GIVEN THE FOLLOWING ISSUES TO CONSIDER IN MAKING A DECISION : 1. A LAPSE IN THE PERMIT WOULD MEAN A LOSS IN VESTING UNDER THE SAO. 2. A MORITORIUM ON MULTIFAMILY HOUSING IS PENDING IN THE COUNCIL. 3. ANY CHANGES TO THE DESIGN WOULD REQUIRE RESUBMITTAL TO BAR. KNOW ALL MEN BY THESE PRESENTS: insc c cg c=2cpm SUBDIVISION IMPROVEMENTS PERFORMANCE BOND Bond No. 1255535 That we, SCHNEIDER HOMES, INC. , as Principal, and DEVELOPERS INSURANCE COMPANY, a corporation organized and doing business under and by virtue of the laws of the State of California and duly licensed to conduct a general surety business in'the State of Washington as Surety, are held firmly bound unto THE CITY OF TUKWILA as Obligee in the sum of Fifty Four Thousand and 00 /100ths - - - ($ 54,000.00 - - ) Dollars for which payment, well and truly to be made, we,bind ourselves, our heirs, executors and :succes,sors, jointly and severally firmly by these presents. ' THE CONDITION OF THE OBLIGATION IS SUCH THAT: Whereas, the above named Principal entered into an .agreement or agreements with said Obligee to complete Reconstruction of Sunwood Boulevard from 02nd Avenue south east to the boundry of the Sunwood Property 'NOW THEREFORE, the condition of this obligation is-.such,' that if the above Principal shall well and truly perform said agreement or agreements during the original term thereof or any extension of said term that may be granted by the Obligee with or without notice to the Surety, this obligation shall be void, otherwise it shall remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact at Seattle • , Washington, this 25th day of February , 19 93 . PRINCIPAL SURETY • SCHNEIDER HOME, INC. ''` "' DEVELOPERS INSURANCE COMPANY. ► .h.. Jake W. urphree Attorney -in -Fact Developers Insurance Company • Indemnity CompMo .Cailfornia • Insco Insurance Services, Inc. 9750 3rd Ave. N.E., Bu14 We, Wit 00115 (200) 525. 1201 E't l� 525!02011 DESCRIPTION: PARCEL A: PARCEL B: PAGE EXHIBIT d1 THAT PORTION OP TRACT 11 OP INTERURBAN AUDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 55, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: hRU►NNINU AT A POINT ON THE. EAST LINE OF SAID TRACT 11 WHICH 19 102.19 PEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE CONTINUING NORTH 00'08' WEST 350.80 FEET TO THE NORTHEAST CORNER OP SAID TRACT 11; THENCE SOUTH 80'52' WEST AI.UNU THE NORTHERLY LINE THEREOF 300.00 PRET; THENCE SOUTH 00 °08' EAST 900.14 PEET; THENCE NORTH 89'52' BAST 141.80 PERT; THENCE NORTH 00'08' WEST 36.20 FEET; THENCE NORTH 89'32' EAST 159.21 FEET TO THE POINT OF BEGINNING; EXCEPT THE EASTERLY 5.00 FEET AS CONVEYED TO THE CITY OF TUKWILA IIY DEED RECORDED UNDER RECORDING NU. 7909040610; SITUATE I N THE CITY OP TUKWILA, COUNTY OF K I N G , STATE OP WASH I N(ITON . LOT 1 OF CITY OF TUKWILA SHORT PLAT NO. 81- 30 -SS, ACCORDING TO THE SHORT PLAT RECORDED UNDER KING COUNTY RECORDING NO. 0112100403; TOGETHER WITH AN EASEMENT POR INGRESS, EGRESS AND UTILITY PURPOSES OVER 9'HF WEST 30 FEET OP THE EAST 480.88 PEET AND LYING SOUTH OF THE NORTH 2$0.00 FEE T OF TRACT 11 INTERURBAN ADDITION TO THE CITY OP SEATTLE, AS PER PEAT RECORDED IN VOLUME 10 OP PLATS, PAGE 55, RECORDS OF KING COUNTY; SITUATE I N THE CITY OP TUKWILA, COUNTY O1' KING, STA'I'R OP WASH I NOTON . RECEIVED CITY OF TUKWILA NOV 1 3 1989 PERMIT CENTER (179 r r .i • .b. r •_• RECREA NAL BUILDING ;SEE ARC ITECTS SITE PLAN t t e• • .•. u- e...•. o. • .• w :..'.t .'t,11 METFR r .11► S1RrL7 FFR'4C.L t, ■ 1 , �' I / I L. - .. , :J` JNECi, r . '" ESC. ( AAIty. ■ ai- \ i —� F'i SEE INSET A 1 , " VI'ATLR MUFF F AN•4 '1RCLT :,LRVICE r . •• •• •• ••••••• .••••• • 9 /i�/93. 1 , • / 0 7 , 2 _ f 93 — 002449 (---r• - u "� 4 45 µ, 1 I , 1 • ►...1 I%. 40 SERo1C , 6' S ANC) 1Ar• (;?) 1I FIRST $ F = 'f CO #Ai1 '1 Brio' FF >- IC•`•9 11 LF, 6" Pve CO #A2. ,. •1 • • c(/, t i i' ti F'l L . • 1 • • -Y • 1 ",. CONNECT TC E4. 1. 41 1 - c" FCA FIELD VERIFY CONNECTION 1. °Ch11ON 1 1!L" N'A" 1REF ;T 1,): .,{ ';'- J , F S FF �.� @RdTFF NFpr iySc�SBLY , � f ay. - , F 5 si1/4 •1 —e • µA 1 _ r• 1 C "'TEE MJ • ter �4„F°- u„I! 1 - - pRINKi..ER/COUA1! E�C s ' C C NEC VALVE ASSE.ME LYtG MH • ` •'- 'EyERcct . ACCESS ON .w • •\ • • • ,'. • ti •,- E" , '£F,., M�'• 4 • •�� • .. MR a. • DOST1 • ' '• "'OUT`SOUTH •.� N ' • 3%' ; •' C• ".C. " " "nf " TEE, iaJ , T • Y • ' • • RECREA 4AL BUILDING f ,.9 a _ 0.0 ;SEE ARC ITECTS SITE PLAN /2193 — o0204 CO #V FIkS1 FT ' _•_•••. .._•.•I..."••.....••..._.._,_•. , 16,"'7._ f AA:g-- 'i : : ss :scrotict., 6.S '4" n'A METFF■ :Ai'c,_E SIRIET ' FFik1i.t_ F ;ANA ►1 HF'' (;•} • . i.. sr+ • t.1 f; I r 1 ' "" W ILR MEM 1111LT SLRVICE SEE INSET A - c'� f 1 i 0 i s I 'I ••2 w, e w"ar w.. ..__L....7_, r... ■ r•Z0•. •s.r w� FAST FT • 'F CO #AI 14:147 FF 11 LF,6 " Ryc, • Y • • iU "•1� di • �' . - — r `1, i i''' '(MJI • • l_..._..., PA•1r c'y ^ � ` I • i ? r —f • F?F ST FF r : = t 8 4T FF = I 1 PATIC J 4• , f II g(J, •nju J.. AID t' r • - - T . — Y' 1 P N " FCA - - C • 'TEE, MJ 1- _G • ,'st, fi xMJ 1 ' ` SPRINKLER/D0:194 c CHECK k'AI.VE ASSEM6:.Y : .. 1r I A CIESw`ONLY" ■ • • • �•► —wr O. 4•A• • .w •. i..• r• t�• �• w M1 1:1‘ •' � ( w ,' w (.0 I4F .T T;, E <• 1.10s 1— ea FCA F1FLL . •ERtr( COMNLC.TION t OC %T1t4' _..••w••■••• • j 1 1 /2" IA'A" A'.1:I C. TREF i • • . • � �MK EQS *�► •' OUT \ . 1 ' — .• • • • By ATTEST By By i POWER OF ATTORNEY OF iN(.MNITY COMPANY OF CALIFOR AND DEVELOPERS INSURANCE COMPANY N.9 12608137 P.O. BOX 19725, IRVINE, CA 92713 • (714) 263 -3300 ry herein granted shall In any event terminate on the 31st day of March, 1993. / rnoy is void if altered or If any portion Is erased. �,tlorney is void unless the seal Is readable, the text is in brown Ink, the signatures are In blue Ink and this notice Is in red Ink. A' Attorney should not be returned to tho Attorney(s) -In -Fact, but should remain a permanent part of the obligee's records. /BY THESE PRESENTS, that, except as expressly limited, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPAN / 4(nlly, hereby make, constitute and appoint MURPHREE, MYLA F. BELSTON, JOINTLY OR SEVERALLY * ** and lawful Attorney(s) -In -Fact, to make, execute, deliver and acknowledge, for and on behalf of each of said corporations as sureties, bonds, undertakings and Co /yship In an amount not exceeding One Million Five Hundred Thousand Dollars ($1,500,000) in any single undertaking; giving and granting unto said Attorneys) -lib �fw or and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving aid corporations full power of substitution and revocation: and all of the acts of said Attorneys) -tn -Fact, pursuant to these presents, are hereby retitled and conf1rmed. d ' Tho authority and powers conferred by this Power of Attorney do not extend to any of the following bonds, undertakings or contracts of suretyship: Bank depository bonds, mortgage deficiency bonds, mortgage guarantee bonds, guarantees of installment paper, note guarantee bonds, bonds on financial Institut10h1, bonds, Insurance company qualifying bonds, sell- insurer's bonds. fidelity bonds or bail bonds. '.. Af This Power of Attorney Is granted and Is signed by facsimile under and by authority of the following resolutions adopted by the respective Boards of Directors of INDlMN COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, effeclivo as of September 24, 1986: 1 : RESOLVED, that the Chairman of the Board, the President and any Vice Prasidont of the corporation be, and that each of them hereby is, authorized to execute Powers o A(to qualifying the attorney(s) namod in the Powers of Attorney to execute, on behalf of the corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or any! •cant Secretary of the corporation be, and each of thorn hereby Is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that tho signatures of such officers may he affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such POwere Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undortak) " contract of suretyship to which it Is attached. IN WITNESS WHEREOF, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY have severally caused these presents to be signed by their, ;r Oe0! %Ivo Presidents and attested by their respective Socrelarios this 1st day of April, 1902. INDEMNITY COMPANY OF CALIFORNIA STATE OF CALIFORNIA ) SS. COUNTY OF ORANGE ) Signature ID•310 REV. 3/02 Dante f', Vlnconti, Jr. resident Walter Crowell Secretary On April 1, 1992, before me, tho undorsigned, a Notary Public in and for said State, personally appeared Dante F. Vincent', Jr. and Walter Crowell, personally knew!). (or proved to me on the basis of satisfactory evidence) to be the parsons who exocutod the within Instrument as President and Secretary on behalf of Indemnity Company of Cal and as President and Secretary on behalf of Developers Insurance Company, the Corporations !heroin named, and acknowledged to me that the corporations executed WITNESS my hand and official seal. Notary Public c L.C. Flebtgor Senior Vice President 2+O••••• OFFICIAL SEAL TIRESA TAAFUA NOTARY PUBLIC • CALIFORNIA PRINCIPAL OFFICE IN ORANGE COUNTY My Commission Exp. Aug. 4, 1995 DEVELOPERS INSUIIANCE COMPANY By ATTEST CERTIFICATE r utv i r Dante ]. Vlnconti, Jr. I resident B Vd/v'^ Walter Crowell Secretary 1. The undersigned, as Sonlor,Vico President of INDEMNITY COMPANY OF CALIFORNIA, end Sontor.Vico President of DEVELOPERS INSURANCE COMPANY, does certify that the foregoing and attached Power of Attorgoy remains In lull force and lies not boon revoked; and furthermore, that the provisions of the resolutions of the fel Boards of Directors of said corporations sot forth in Iho Power of Attorney, are In force asp( the dAlo 01 this Certificate. This Certificate Is executed In the City of Irvine, California, this 2 day of ''P' .. 1993_` . i :. .1;'rri.t,' • INDEMNITY COMPANY OF CALIFORNIA .DEVEL COMPANY `x) ' ti.',' (z) L.C. Flobigor Senior Vice President m ''rraurrn :,,, t Total Fees: Total All Payments: Balance: *, ** lot*********** k********** k***** * * ** **k** ***** ** *h** * **kA TTY OF TUKWILA, WA TRANSMIT ********* k************ k*****k* h** k*A ***** * **k *k*k **'k * **k** *k*** TRANSMIT Number 93001740 Amount: 80.00 12/06/93 .08:39 Permit Na: 6543. Type: HISTORY HISTORY PERMIT, Location: CRYSTAL RIDGE A I / � payment•Method: CHECK Notation: 3CHNEIDER HOMES Init: 8L13 r * ** * ** **** **** * ** •******•* ** * * * * ** * * *** ***** * ** *** *'k *A ** * *•k ** **** Account Code Description Paid 000/341.703 BUILDING - RADON MONITOR 80.00 Total (This Payment): 8000 380.00 380.00 .00 GENERA 80.00 GENERA 80.00 TOTAL 160.00 CHECK( 160.00 CHANGE 0.00 6799A000 15:55 ** k***** hhJr**• k****** Jr** k*******•****'** ***'rJJJ*** * *h•*kit **h *•k * *k* ** CITY OF TUKWILA, WA TRANSMIT • k** h***** OfJ* * ***** **•r** **••k ** * *J4 * * ** k *k **rk * * *.*JJ * * ** *k *k * ** *** TRANSMIT Number: 920014E,3 Amount: 25.00 12/28/92 16:52 Permit No: PW92--0324 Type: PW -LI LANDSCAPE IREkigiON Parcel No: 359700 -0200 Site Address: 15310 SUNWOOD 0L Location: PROPOSED LOT A (ULA IN PROCESS) Payment Method: CHECK Notation: SCHNEIDER HOMES Init: SLi3 ********************* * * * * ** ** ** * *** * * * *k * * * **** * * * ** h * *•k * * ** * * ** Account Code Description 000/34 401/342.400 Total Feean Total All Payments: Balance: PLAN CHECK - UTILITY INSP FEE - FLH /LI /WME Total (This Payment): ,,fl t,' Y 4,•• •.., • .. ri 2.f'1 <� ,�+�.�pe..f,f.•.'v..f i5 , 25.00 .00 Paid 10.00 15.00 25.00 GENERA GENERA TOTAL CHECK( CHANGE 10.00 15.00 25.00 25.00 0.00 6391A000 16:05 * 4r ******'kk**** *** **** ***** ****** *k,h* * **k** **** ******kk* ** ** *** CITY OF T1I WA TRANSMIT * * * * ** ** h * . ** ' *k**** ** * *k * *k * *kk *k *k*k•kk * *kk * ****k ** * **k *k *kk *k* yTRANSMIT Number: 93001377 Amount: Permit No: PW93-0206 Type: PW• -8SS SANITARY SIDEL0N:WO Parcel No: 359700 -0200 Site Address: 15305 SUNW000 BL Location: CRYSTAL RIDGE, BUILDING 0 Payment Method: CHECK Notation: SCHNEIDER HOMES Init: DLM k* ** *** * *** * *•k ** ** * *•k **k **k** ** k* *** * *k * * *•k ***k ***•** ******k *** Account Code 402/342.400 402/388.102 Total Fees: Total All Payments: Balance: Description • INSP FEE - SME /SSS SEWER HOOK -UP Total (This Payment): 170.00 09/30/93 09:06 170.00 170.00 .00 Paid 20.00 1,0.00 170.00 GENERA 170.00 TOTAL 170.00 CHECK( 170.00 CHANGE 0.00 4848A000 14 :46 Total Fees: Total All Payments: Balance: *•**hA*A ******.*** **J*Jr*h*** r: 4* 04 k* *'*•**k*Jr*Jr ******h *hJJJJJJJ**** CITY of TUKWILA, WA TRANSMIT *44kh **** *k***y4 ***** r* k*• hr* k* i4• rJt1 * *:kJ *rJ * * *Jhk **JJ*** * ***A*** rJrk *k TRANSMIT Number: 92000793 Amount: 200.00 07/:11/92 1:3 :19 :Permit No PW92• -0212 Type PW SANITARY SIDE SEWER Site Addretssz 15350 SUNW000 UL Payment Method: :CHECK Notation: SCHNEIOER HOMES Inita DLM ** **********'***** ** * ***r**** ** ***** *** **• * ***•A* *t1 J lc*r** k **t5 * *t Account Cads Description Paid 000/342.400 INSP FEE - UTILITY 20.00 402/366.102. SEWER HOOK-UP 100.00 Total (This Payment): 200.0() 200.00 200.00 .00 Total. Fees: Total All Paymentue Balance: 200.00 200.00 .00 *h•*** Jr*f**** dr**k** JJJJ********** J* * ************ *kkhk***kkk**** CITY OF TUKWILA, WA TRANUMIT **************** Jk** k* tth** k****** k * * * * * * * * * *A *k *hh * *k * *J *kh * * * ** TRANSMIT Number: 92000792 Amount: t 200.00 07731/92 13:17 Permit No: PW92 -0210 Type: PW— &afa` SANITARY SIDE SEWER Site Address: 15310 '3UI WOOD 0L Payment Method: CHECK Notation: 3CH1EIDER HOMES Init: DLM ********************************** JJr *lv * ** *•a *•r * * * ** * *J*J * * *Jr * ** ** Account Code Description paid 000/342.400 )NSP FEE - UTILITY 20.00 402/308.102 SEWER HOOK -(JP 180.00 Total This Payment): 200.00 • 'Aocount':Coda' 0.00.342.409 . `402/388 Total Fees: Total All Payments.: Balance: �.� ' [ ` ,********+******** aTY `OF TUKNILA NH TRANSMIT l/ � S "***+******+*�**+***+*+****************k******+*******+*****�*** ' T�AN�MIT N V Number: 92000792 Amount: A~�% ^00 07/31/92'13o17 \ �� � � ' Permit NO2 pW92~0210 Type: PN~SSS ' GAN%TARY SI SEWER �� 8o /r�- ' ` � - \ ' �eA�dres�~ i5U�8� 8UNWDOD BL . � yr �o� \^ ` ``Payment`MehMod� CHECK Notation: ��H�E%DER HOMES %nit: DLM �� �*�*******+**+****+*a*+*+***+******~~"***�*a+.***�+++*�*�*+*a**� Description INSP FEE - UTILITY SEWER HOOK-UP ' Total (This Payment): 200.00 20U°00 .00 Paid 2O.00 180.00 .2OO"O0 / �.� r. .f.,.2.....,:-...-,':-.--..,',,-.:.,."' "i s : . ' • . . ' .,:: Total Fees: 200.00 Total All PayMents: 200.00 Oalance: - .00 ****A*Airirk******A******k*******kk**k**k*A*R******k******Nk***** CITY OF 1UKWILA, WA TRANSMIT 4c**k****Iik*******k*******k*k***A*Ic****k**Ve*****A*******A****k*** TRANSMIT Number: 92000793 Amount: 200.00 07/31/92 1319 Permit No PW92-0212 Type; PW-SSS SANITARY SIDE SEWER Site. Address: 15350 SUNWOOD UL i / Payment Method: CHECK Notation; SCHNEIDER HOMES Init: DLM *****A**********iihI Account Code Description 000/342.400 INSP FEE - UTILITY , 2/388.102 SEWER HOOK-UP Total (This Payment): Paid 20.00 180.00 200.00 Account Code 00.0/542.400 . Total Frees: Total All Payments: Balance: **:* ** *oe* ** ***** **** * * * **.A.* **** *h * ** ** *fir *fi *• kilo. *h * ***.k* *irk *** ** ** CI,T,Y. OF 'TUKWILA, WA TRANSMIT ********** * **** * ** *** ** * * * * ** * ** * c*** * ** * f ** *** * * * h* * *k* ** ***** TRANSMIT Number: :92000771 Amount: 200.00 07/23/C42 15:05 Permit No PW52 -0208 Type: PW -8SS SANITARY SIDE SEWER Site Address: 15550 SUNWOOD DL Payment. Method: CHECK Notation: SC'HNEIDER HOMES Init: DLM Description Oak INS!) FEE - UTILITY 20.00 SEWER HOOK -UP 210.00 Total (This Payment): 230.00 230.00 250.00 .00 GENERA GENERA GENERA GENERA GENERA GENERA TOTAL CHECK( 20.00 180.00 20.00 180.00 20.00 210.00 630.00 ‘630.00 CHANGE 0.00 2001A000 14:36 *k *•A************* ***** ******** ************* *k******* ******* *k * CITY OF TUKWILA, WA TRANSMIT **** sk********* k****************** ***** * *** * ***** * ** * ************ TRANSMIT Number: 92000770 Amount: 230.00 07/29/92 15 :04 Permit No: PW92-0210 Type: PW -SSS SANITARY SIDE SEWER Site Address: 15310 SUNWOOD [3L Payment Method: CHECK Notation: SCHNEIDER HOMES Init: DLM ** *1. * *'A * *** * ** Ala*************** k**• A * * * * * * * * * * *•A * * * * * ** * * * * * * * * ** Account Code • 000/342.400 402/388.102 • Description INSP FEE - UTILITY SEWER HOOK -UP Total (This Payment): Total Fees: 230.00 Total All Payments 230.00 Balance: .00 Paid 20.00 210.00 230.00 "Ac:Count. Code '000/342'.400 402/388.102 ******.*****.**** ************k ****** *•****** **** k*******k•hk* * CITY [1F TUKW1LA WA TRANSMIT k *•*** *** ** * *** * *h*** ** * ** * *** * * * * *k* * **k * **** *fir * ** * ** ** * * *** * ** '.;( "Itf�NSMIT 'Number: 92000770: Amount: 230.00 07/29/92 15 :04 Permit No PW92.0210 Type: PW-SSS SANITARY SIDE SEWER Site `Addresar` 15310 SUNW000 (ft Payment Method: CHECK Notation: SCHNEIDER HOMES Init: DLM * *�1 * 4********4********* k*********** ** * *.k * * ** ***** * * * * * * * * ** * *ir Total Fees: Total All Payments: Balance; Description IN$P FEE - UTILITY SEWER HOOK -UP Total (This Payment): 230.00 230.00 .00 Paid 20.00 210.00 230.0() A ********************************* * * * * * * * ** * * * * * * *** * * * * *** * * * * ** CITY OF TUKWILA, WA TRANSMIT *****************.**************** * * * * * * * * * * * ** * * * * * * * * * * * * * * * *** TRANSMIT Number: 92000769 Amount: 230.00 07/29/92 15:04 Permit No: PW92-0212 Type: PW -SSS SANITARY SIDE SEWER Site Address: 15350 SUNWOOD BL Payment Method: CHECK Notation: SCHNEIDER HOMES Init: DLM ********,************************ * * * * * * * ** * * * * * ** * * * * * * * * * * * * * ** Account Code Description Paid 000/342.400 INSP FEE - UTILITY 20.00 402/388.102 SEWER HOOK -UP 210.00 Total (This Payment): 230.00 Total Fees: Total All Payments: Balance: 230.00 230.00 .00 4*****k*********************************hk*A***AA*k*k*k***A***N* TY OF TUKWILA, WA TRANSMIT k****************k****h****t*****k*k*k*******A**h*********Nkitk*A. TRANSMIT Number: 92000769 Amount: 230.00 07/29/92 104 Permit No: PW92-0212 Type: PW-SSS SANITARY 3/DE SEWER Site Address: 15350 SUNWOOD Bt. Payment Method: CHECK Notation: SCHNEIDER HOMES Init: DLM ****A*****************************************************ii**** Account Code Description Paid 000/342.400 INSP FEE - UTILITY 20.00 402/388.102 SEWER HOOK-UP 210.00 Total (This Payment): 230.00 Total Fees: 230.00 Total All Payments: 230.00 Balance: .00 re• 7-V-612- Total Fees: Total All Payments: Balance: •h** * * **k*tik**** * *****r4ikA*** ** *i *** *** ** * *: ** *irk * * * *.•k******** * *** CITY OF TUKWILA, WA TRANSMIT * irk * *** *** h.********k****** k*** k*** * *h * * * **** * *** * *** * * * *k * * * **• *• TRANSMIT 'Num.br: 92000766 ,Amount: 625.00 07/29/92 15:01 '",--" Permits No: PW92 -0209' Type: PW -WM WATER METER PERMIT S i i ;e Address: 15330 rUNWOOD [ft �.. . v.7k7 SCHNEIDER SC P`a ment Method: CHECK Notation: HNEIDER HOMES Init: DLM * * *y1*** * ** * *�t�r * ** * *k*** *** * * *A4* * *** *ski *** * * *kk * * * * * * * * *** ***4c Account Cade , Descri.ption Paid 000/345.830 PLAN CHECK - WATER METER 10.00 .401/388.102 WATER CONNECTION 225.00 4Qi/386 :.520 WATER INSTALLATION (DEP) 350.00 901/342.400 WATER INSPECTION FEE 15.00 4Q1/b43.405 WATER TURN -ON FEE 25.00° Total (This Payment): .625.00 -aa 625.00 625.00 .00 07/30/92 GENERA 10.0 GENERA 225.0 GENERA 350.0 GENERA 15.0 GENERA 25.0 GENERA • 10.0 GENERA 225.0 GENERA 350.0 GENERA 15.0 GENERA 25.0 GENERA 10.0 GENERA 225.0 GENERA 350.0 GENERA .15.0 GENERA 25.0 TOTAL 1875.0 CHECK 1875.0 CHANGE 0.0 1913A000 15:1 4. *. * * * * * * * * * ** * ** *k•kirk.k *** ***** *** ** k* *** **** ********* * * * *** rk,F CITY OF TUKWIL , WA TRANSMIT * * * ik* * * * * * ******** k**.******* ***• *** * * *** * *k *** ** * * * ** * ** *** 4 - TRANSMIT N'umber.: 32000768 Amount: 625.00 07/29/92 15:02 Permit N,oa •PW32-02i3 Type: PW-WM WATER METER PERMIT S i t e to .Addres.: 1.5350 SUNWOOD BL . Payment Method: CHECK Notation: SCHNEIDER HOMES Init: DLM .* * ** * * * * * ** * * ** * *, * * * * *, * * ** A** ** * * * * * * * * * * * * ** * **• * * * * * ** Account Code 000/345.830 40.1/380.102 401/386.520 401/342.400 401/343.405 Total Fees: Total All Payments: Balancei Description • PLAN CHECK - WATER METER WATER CONNECTION • WA1•ER• INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN-ON FEE Total (This Payment): 625.00 623.00 .00 Paid 10.00 225.00 350.00 1 5 . f3i, --- 25.00 625.00: rI- 2.q CllfrY Total Fees: Total All Payments: Balancer 625.00 623.00 .00 *************** k * **h**** **** ** * **k* ** ***h****** *fit ** **** *** * ***** CITY OF. TUKWILA, WA TRANSMIT ******h******** * * * * ** * * * * ** ** ** * ****** *k * * * *k* *kit*•* * * ** * ** *irk TRANSMIT Number: 92000767 Amount: 625.00 07/29/92 15:02 Permit No: PW92-0211 Type: PW-WM WATER METER PERMIT Site Address: 15310 SUNW000 DL Payment Method: CHECK Notation: SCHNEIDER HOMES In DLM ********************************* * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** Account Code Description Paid 000/345.030 PLAN CHECK - WATER METER 10.00 401/3(30.10 WATER CONNECTION 2 23 . 00 (-�• 4� M 401/3E16.520 WATER INSTALLATION (DEP) 350.00 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN -ON FEE 25.00 Total (This Payment): • 625.00 p Account Code 000/342.400 402/388.102 ** k******************* k******** hh* * ** * * * * * * ** ***k** *****•4*k ***** `CITY OF TUKWILA, WA TRANSMIT ********* h* * ** * *•k *** ** *kkk *k *** * * **** **kk TRANSMIT Number: 92000758 Amount:: 55.00 07/27/92 15 :42 Permit No: PW92 -0003- Type: PW -SSS SANITARY SIDE SEWER Parcel No; 359700 -0200 Site Address: 15401 62 AV S 07/28/92 Location: 62ND AVE AND SUNWOCD BLVD Payment Method: CHECK Notation: SCHNEIDER Init: DLM ** t ** 4 t** , k k**** A****** A* Ai**** * * * ** * * * *** * ** ** * *A * *A ** * * * * * ** Total Fees: Total All Payments: Balance: Description I :NSP FEE - UTILITY SEWER HOOK -UP Total (This Payment): 55.00 55.00 .00 Paid 45.00 0 10.00 55.00 GENERA 5.50 VOID GENERA -5.50 GENERA 55.00 TOTAL 55.00 CHECK 55.00 CHANGE 0.00 1846A000 15 :16 V Account Cade. 000/345.830 401/388.102 401/386.520 401/342.400 401/343.405 C . * ** * **•h* * *k** * * ** ** *k** ** *k•k*** **A* **k** h****h****** *****A *** :ITY OF TUKWILA, WA TRANSMIT r **k* * ***k* * * * * *A***•** k* h****** ******•** ***k********k*A* h k*** TRANSMIT Number: 93000955 Amount: 625.00 07/19/93 10:45 Permit No: 19492 -0201 Type: PW-WM WATER METER PERMIT Site Address: 1.5315 SUNWOOO 8L Payment Method: CHECK Notation: SCHNEIDER HOMES Init: SLp **************A* k********* A** * * * *A *A * * * *A *•A * * * * * * * ** * *AA ** * * ** Total Fees: Total All Payments: pal anie: •Description PLAN CHECK - WATER METER WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN -ON FEE Total (This Payment): 625.00 623.00 .00 1' 225.00 350.00 15.00 25.00 625.00 GENERA GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE 625.00 625.00 625.00 625.00 325.00 2825.00 2825.00 0.00 4564A000 15:12 to .xr..t.— .v,••■1r. "T;y,t'7yr .i"r...n. ************* * * ** * * * * * * * * * *** * * * *k *•k * * * * * ** *ill•* ** * * * * * * * * **** * ** ITV OF TUKWILA, WA TRANSMIT *,\************** *****• ** *A** * * *•k * *** * ***tpiv *fir * **•k *** *•k * * *** * *•k* TRANSMIT Number: 93000956 Amount: 625.00 07/19/93 10:46 Permit No: PW92 "0203 Type: PW -WM WATER METER PERMIT Site Address: 15325 SUNW000 BL Payment Method: CHECK Notation: SCHNEIDER HOMES SL.8 e******* * *** *: h** **k ** ** ***** tkyl** k*• k***k•k14**** **k*k4* **** *k*k4k Account Code 000/345.830 401/388.102 401/386.520 401/342.400 401/343.40; Description PLAN CHECK - WATER METER WATER CONNECTION WATER INSTALLATION (PEP) WATER INSPECTION FEE WATER TURN -ON FEE Total (This Payment): Total Fees: 625.00 Total All Payments: 625.00 Balance: .,00 Paid 10.00 225.00 .' ; 1 "5.00 625.00 ,i.0(11 ivas(0`;,1_, rivet � , , . Account Code 000/345.630 401/388.102 401/386.520 401/342.400 401/343.405 .14 t rsei "rSrgc!afiritOw'il'tPPi 4 ' YMUw /O∎r" �; ..tr .a..rrrt« yaV•Ar y;r�; ;.•''�.�,' Total Fees: Total All Payments: Balance: t**** h* k* k*A k k***** k * * * *k * * * *h *kh*k ** ***k*h ** *k* S� 1 * :ITV OF TUKWILA, WA TRANSMIT 141 G O r****** k*******************4****k*** 4******** ************•4 * ** *A TRANSMIT Number: 93000957 Amount: 625.00 07/19/93 10:46 Permit No: PW92-0205 Type: PW-WM WATER METER PERMIT Site Address: 15335 SUNW000 13L Payment Method: CHECK Notation: SCHNEIDER HOMES 'nit: SL13 k4************************** h**** ** *•k *4•* ** ** **k** *4* ** **4* * *** Description PLAN CHECK - WATER METER WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN -ON FEE Total (This Payment): 625.00 625.00 .00 Paid 10.00 225.00 350.00 15.00 25.00 625.00 nrV741';∎11.1r " ..n.. .` F pM+ W'+ 4. ., ' .. 1�.7tr.Mf::rN (y'� .,.: Total Fees: 625.00 Total All Payments: 625.00 Balance: .00 A * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 'A * * * * * * * * * * * * * * * * * * * 'A * * * * * * * * * * * * CITY OF TUKIWILA, WA TRANSMIT i****•**********'******************'** *• ** **• * ** * * * * * ** * ** * * * * * ** * * ** TRANSMIT Number: 93000958 Amount: 625.00 07/19/93 10 :46 Permit Not PW92 -0207 Type: PW-WM WATER METER PERMIT Site Address; 15345 3UNWOUD BL Payment Method: CHECK Notation: SCHNEIDER HOMES Init: SLO ***'** k'********** ** *k** * * * * * **** * * * * * ** *****•k** *fir **** **** ** * ** *** Account Code p . Paid 000/345.830 PLAN CHECK -- WATER METER 10.00 401/388.102 WATER CONNECTION 225.00 401/386.520 WATER INSTALLATION (DEP) 350.00. 401/942.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN -ON FEE 25.00 Total (This Payment): 625.00 Total Fees: Total All Payments: Balance: ' 1'i' : i' 7�". rJ4 Y„ v... 0'1 t, k "Rvfp.e‘wr:i!.. • ** * **********r*** *fr* *** ***** **** k ****** **A• **f* ** ********** *k* CITY OF TUKWILA, WA TRANSMIT ******************** ***********k **J** * **** ****Jr * ** k** ***** *J,**kA• • TRANSMIT Number: 93000959 Amount: 325.00 07/19/93 11:01 • Permit No: PW93-0153 Type: PW -WM WATER METER PERMIT' Parcel No: 359700-0200 Site Address: 15305 SUNWOOD BL Payment Method: CHECK. Notation: SCHNEIDER HOMES Init: DLM ******** k************** k*** k* k*** * * * * * *h * * * ** * * ** * * * * *** ** * * * * ** Account Code Description Paid 000/345.830 PLAN CHECK - WATER METER 10.00 401/388 WATER CONNECTION 100.00 401/386.520 WATER INSTALLATION (DEP) 175.00 401/342.400 WATER INSPECTION FEE 15.00 401/343.405 WATER TURN-ON FEE .23.00 Total (This Payment): 325.00 325.00 325.00 .00 f P -)a-s (09 ********* kJ* JJJ**** Jr***** k*** k*** khk ************* ****k********** CITY OF 1'UKWILA, WA TRANSMIT ** *** *** ** ** ** **** *k *k * * * ***** *Jr r* k** **** * *JJ•r•r *h•h* *Jrhk•**'JAJJJ TRANSMIT Number: 93000822 Amount: 230.00 06/30/93 08:51 Permit No: PW92-0200 Type: PW-S$S SANITARY SIDE SEWER Site Address: 1:315 SUNW000 BL Payment Method: CHECK Notation: SCHNEII)ER HOMES Init: SLl3 der ** * * *** ** nth * * * *41% *4c* ** **A * * * *,\* ** * ** + * **14* *d*•k**** *•h ** A•* * Account Code Description ai 402/342.400 402/388.102 Total Fees: Total All Payments: 8a'I ance: INSP FEE - SME /SSS SEWER HOOK -UP Total (This Payment): 230.00 230.00 .00 20.00 210.00 230.00 GENERA GENERA GENERA GENERA TOTAL CHECK CHANGE 2019A000 20.00 210.00 20.00 210.00 460.00 460.00 0.00 15 :25 C .� Total Fees: 230.00 Total All Payments: 230.00 Balance: .00 k*•• k* k• kk**** k******A**********f lf*** k *k* * *A ** *A** ****A4***** ** ***:r : :ITY OF TUKWILA, WA TRANSMIT k *• AAA***** A** ** *k *A*h ***k ***•A**** *Ak*** ** *, * * * * * * *•kk** *AAk•k•k• * ** TRANSMIT Number: 93000823 Amount: 0.00 06/30/93 08:52 Permit No: PW92-0202 Type: PW- SSSS.,, SANITARY SIDE SEWER Site Address: 15325 SUNWCJOD ElL Payment Method: CHECK Notation: SCU IDER HOMES Iniit: SLO ************•****** Y� **** A****• k*** A** * * **** * ****It ***kI* ***** * * ** Account Code Description Paid 402/342.400 INSP FEE - SME /SSS 20.00 402/388.102 SEWER HOOK-UP 210.00 •Total (This Payment): 230.00 1■1 \" 000/322.100 000/345.1350 ******** J•******** J*** Jr****** ** ****kk**********4 r *****k CITY OF TUKWILA, WA TRANSMIT h**** ** * ** * ** J r ** * * *J* ** *k * *** ** * * * *k* ***** *Jr *fir * ** *** *:t * * ** *** **•* TRANSMIT Number:: 92000277 Amount: 210.00 04/06/ WW92 6 Permit No PW92• -0113 Type: PW -LA LAND ALTERING PERMIT Parcel No: 359700 -0200 Site Address: 15505 SUNW00D pL Payment Method: CHECK Notation: SCHNEI:DER HOMES In i t : DLM ****** Jrar*• k*l rti4 **** * **** kkJ***** kk** ** *J *A * *** *h *•h**** * **** *kk **** Account Code Total Fees: Total All Payments: Balance: Description BUILDING -.RES PLAN CHECK - RES Total (This Payment): 21,0.00 210.00 .00 Paid 1130.00 50.00 210.00 GENERA TOTAL CHECK CHANGE ' 8541 00 21 0 210.00 210.0.0;; 0., 0 14':59 Total Fees.: Total All PayM,ents: E3a1'ftrice: . k * * * * *A kh ***** * *****•k * *k** * *h *** **k*** ****** k* * **• ****** *•k * ** * ** * CITY OF TUKWILA, WA TRANSMIT * * * * ** k********** k**************** * * * * * * * * * * * *•k * * * * * * * ** * * * * * * ** TRANSMIT Number: 92000278 Amount: 25.00 04/06/(r.4206YM00 Permit No: PW92. -0114 Type: PW--HAUL HAULING Parcel Not 35 9700 -0200 Site Address: 15305 SUNWOO» 9L Payment Method: CHECK Notation: SCHNEIDER HOMES Init: ULM ******* ***** * ****************** h**** kk ** * *k*•* * * * * *•k * * * *A. * *k * ** ** Account Code 000/345.830 000/342.400 Description PLAN CHECK •- UTILITY INSP FEE -- UTILITY Total (This Payment): 25.00 25.00 .00 Paid 10.( >0 J5.00 25.00 GENERA • TOTAL CHECK CHANGE 8642A00th 25.0 25.0 25.0 0.0 14:5 A **:Y ***•***A* * *****k** ** *A*** *A *****l k* *AA****** **** ** *A*fi A***A* CITY OF TUKWILA, WA TRANSMIT s*******,k***k***A******* i% k* k****** k* **•*** * * *h** *A* * * * ** * * *****k* TRANSMIT Number: 92000331 Amount: 25.00 04/20/92 16:00 Permit Not PW92-0122 Type: PW-SD STORM ORAXNA920/92 Parcel Not 359700 -0200 t•�Site Address: 15305 SUNWOOD QL Payment Method: CASH Notation: SCHNEIDER HOMES Init: SLB * * * ************ A** AA************* **** * **** **k* *** *** *A ** *A * *A * ** Account Code 000/345.S30 41 2/342.400 Total tees: Total All Payments: Balance: Description PLAN CHECK - UTILITY I:NSP FEE - STORM DRAIN Total (This Payment): 25.00 25.00 .00 Paid 10.00 15.00 25.00 GENERA GENERA TOTAL CASH CHANGE 9103A000 10.00 15.00 25.00 25.00 0.00 14 :57 October 8, 1993 Dear Mr. Unmuth: Denise Millard Permit Coordinator City of Tukwila Permit. Center Schneider Homes 6510 Southcenter BL Suite 1 Tukwila, WA 98188 RE: Water Meter Billing After researching your concern of the $41.35 billing for water meter installation I am enclosing my findings. On September 10, 1993 a check was issued to Schneider Homes for the refund of the deposit paid on work order numbers: 5206 A refunded $12.85 5206 B refunded 45.86 5206 C billed 41.53 (attached documents to show breakdown of billing) 5206 D refunded 45.85 5206 X refunded 14.92 I am enclosing all documentation for the billing on building C of your project. The initial deposit for installation was $350.00 and the total bill was for $391.35. Therefore leaving an outstanding balance of $41.35. Thank you for your patience while I researched this information. If you have any questions please contact me at 431 -3670. Sincerely, City of Tukwila March 25, 1993 Schneider Homes Mr. Mike Unmuth 6510 Southcenter BL, Suite #1 Tukwila, WA 98188 Dear Mr. Unmuth: Department of Community Development Rick Beeler, Director While reviewing your latest permits after final I found an error on the fee calculations. The State of Washington requires a unit fee surcharge per he RCW 19.27.085 that was not charged when you picked up your permits. I have enclosed a copy of this regulation for your reference. Unfortunately, an additional fee of $130.00 is due. I apologize for any inconvience this may cause and your cooperation is greatly appreciated. The assessments are as follows: Building Permit TOTAL 6543 6544 6545 6546 6547 6548 6549 Sincerly, h eM-441-Z Denise Millard Permit Coordinator City of Tukwila 6300 Southcenter BL Ste 100 - Tukwila, WA 98188 12 units 12 units 12 units 12 units 12 units 6 units 6 units $22.00 22.00 22.00 22.00 22.00 10.00 10.00 $130.00 John W. Rants, Mayor The fee calculation is based on $4.50.for each building and $2.00 per residential unit less the first unit. Our records indicate that you have already paid the $4.50 per structure and the first unit is exempt from the additional $2.00 fee. If you have any questions please contact me at 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665. DATE PAY TO THE ORDER OF CHECK NO. GROSS AMOUNT DISCOUNT CHECK AMOUNT I.II / 93 • ,. .'l /, �� )) OD DESCRIPTION ••■ /, PAY • .r DATE: CITY OF TUKWILA \JSTOMER CHARGE TRANSMITTAL EMPLOYEE'S NAME: ,'1' l' r 1+ ((a L,• CUSTOMER: _._�1 1-0,1C`O - CHARGES: DESCRIPTION ACCOUNT NUMBER AMOUNT 3 VChhc&Vc ()CO 9GY/ $ 1�D . 06 T !j schneider hom homes, inc. SEATTLE•FIRST NATIONAL BANK SOUTHCENTER BRANCH• TUKWILA TOTAL $.80 REF, NO. AMOUNT 6510 SOUTH CENTER BLVD. • TUKWILA, WA 98188 (206) 248.2472" 1 I I ;: ?,, q, , .„.,, p 1, p I „ I I r I IIB: I itlll� 1 ,�� •yr �,� 1 �.. �. 1 ,,, „ .,„„e ( null . 1 „1 r ' i 1 1811 1 lime 1„ • d 19 -2 1250 DOLT City o 71tkvvili Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tdkwlla, Washington 98188 Permit No: PW93-0206 Status: ISSUED Project: CRYSTAL RIDGE Site Address: 15305 SUNWOOD BL Parcel No: 359700-0200 Wetlands: Water: N/A Type of Install: PMFR Number of Units: 000 New SQ FT: Contractor License No: SCHNEI245P8 TENANT OWNER CONTRACTOR CONTACT '7;•: Issued By: Final Inspection Approved: SANITARY SIDE SEWER 4Watercourse: Sewer: N/A Exist SQ FT: Authorized Par*1! ******************************* I hereby certify that the permit hOidar na this record has satisfactorily met the Standards sewer construction. Inspector Signature Date (206) 431-3670 IsSued: 09/30/1993 Approval Letter: 09/16/1993 Expires: 03/29/1994 Slopes: Y Add SQ FT: CRYSTAL RIDGE, BLDG:G SCHNEIDER HOMES -: 6510 SOUTHCENTER BL,STE, #1,::TUKWILA,, WA 9088 SCHNEJDER'HOMES'. , • ' PhOne: 6510 BL,' TUKWILA WA 98188 UNMETH MIKE : 2 Phone:• (206)248-2471 206 248-2471 (206)248-2471 " :. ' Description: „ 6" SANITARY SIDE SEWER Inspe Fee: 20 bo . Acct No 402/342.400 HOW Uf.Fee: 150.00 '-Acct No 402/388.102 Special AsseiSment: .00 Acct No 402/388.101 TOTAL FEE: - .170,040 • • , _ THE APPLIO±NT,171,EREBY::ACetPTS-THISERmITANDA,GREE$ TO ABIDE B? ALL ,' ) APPLICABLESECTIONS..OF'THE CITX-OF•jUKWILA 'MONICIPALjCODE AND APPROVED PLANS WE ALSO AGREE THAT THE CITY SHALL BE HELD/HARMLESS FROMHMX,AR ANY CLAIMS ARtSINGAS-IA RESULT OF .iTH/S' PROJECLPERMITS.WCH HAVE ,,LAPSED SYOND THE PERMIXPJRATION'DATE SHALL REOUIRE,*APPLICATION AND RE-ISSUANCE OF THE PERMIT THROOHTHE''CITY OF TUKWILA AT AN , ,: , z APPLICANT k.:T: CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEA$T%2irHOURS IN ADVANCE. FORIANINSPECTON!CALL 433-017.9.: ..„. „, Signature: ' th14 .A.A,..75 ' : Date:':' ' . Company: 2apbAjle.J.T...-W *******************01/4,********************* --,.., , , , 4 , . : ., : • 4 APPROVED FOR ISSUANCE BY JAP ", ;`, A 4_/1_9s 0a:t 44*****k******************* e and address appears on and conditions for side City of M kw�l�. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW92 -0157 Status: ISSUED Project Name: CRYSTAL RIDGE Site Address: 15305 SUNWOOD BL Location: Parcel #: 359700 -0200 Additional Description: Developer Construction Cost: WATER METER PERMIT DEDUCT ONLY CONDOMINIMUMS Final Inspection Approved By: Inspector Signature DEDUCT /EXEMPT WATER METER PERMIT Work Order #: Date (206) 431 -3670 Issued: 12/13/1993 Approval Letter: 05/21/1991 Expires: 02/11/1994 Wetlands: Water Course: Slopes:Y Water Dist: N/A Sewer Dist: N/A Type: COND No of Units: 000 Square Feet: Contractor License Number: ENANT CRYSTAL RIDGE APARTMENTS 15305 SUNWOOD BL, TUKWILA WA 98168 WNER CRYSTAL RIDGE APARTMENTS 15305 SUNWOOD BL, TUKWILA, WA 98168 ***********,******************************** * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** METER INFORMATION: Water Meter Size: 1.50 Quantity: 1 Type: DED .00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 APPLI OTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK A S HO R IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signat Tit1eQA:1060 - Company : i '.P44:. _L'_Y .e ._ ;bcz_ Date: _12 *****************.************************,****** * # * ** * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUA CE: RH Issued By: _ 3 i t Q la-- • = .igi. Authorized Permit. Center Signature • Date ***************#******** * * * # * * * * # # * * * * * * * * * * * * * * * # * * * ** 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:;. O City of Tukwila( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW93-0153 Status: ISSUED Project Name: CRYSTAL RIDGE G Site Address: 15305 SUNWOOD BL Location: Parcel #: 359700 -0200 Wetlands: Water Course: Slopes:Y Water Dist: N/A Sewer Dist: N/A Type: COND No of Units: 000 Square Feet: Contractor License Number: SCHNEI245P8 TENANT CRYSTAL RIDGE RECREATION BLDG #G 15305 SUNWOOD BL, TUKWILA, WA 98188 OWNER SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER BL STE #1, TUKWILA, WA 98188 CONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL, TUKWILA WA .98188 CONTACT MIKE UNMUTH Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE1, TUKWILA, WA 98188 BILLING TO SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA, WA.98188 REFUND TO: SCHNEIDER HOMES Issued By: Signature �!�v T it l e Company: t `-�" - �f1¢-2,4_ Date: Final Inspection Approved By: Inspector Signature Date (206) 431-3670 Issued: 07/21/1993 Approval Letter: 07/19/1993 Expires: 09/19/1993 6 Phone: 206 248 -2471 6510 SOUTHCENTER BL, TUKWILA, WA 98188 ** k** k****************k• k********* k************ * * * * *•k * * * ** * * * * * * * * * *** * * *k *k Additional Description: Developer Construction Cost: 325.00 1" PERMANENT METER TO RECREATION BUILDING #G METER INFORMATION: Water Meter Size: 1.00 Quantity: 1 Work Order #:.5205X Type: PERM. FEES: Regular Connection: 100.00. Acct No: 401/388.102 Install- Deposit: 175.00 Acct No 401/386:`520 'Plan Check 10.00 Acct No 000/345.830 Inspection: 15:00 Acct No 401/342:400 Turn :;0n, Fee.: 25. 00 Acct No: 401/343.405 Special Connect Fee: .00 Acct No: 401/388.101 Other Fees: .00 TOTAL FEES: 325.00 A** k** * ** ** ** * * * * * *k* * * * * ** * * ** ** k************** * *k * * *kk * ** * * * * * *•k **1 ;*k * * **k* I understand'. that. the charge for the meter, installation portion of the water meter/service installation is based on the actual cost of materials plus labor including :'17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this applicatian.I further understand that the water service piping from the "p;ub l ic' main to the .water meter box and ,shut -off valve (corp stop) shall be constructed at my sole expense. 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. A*******************• k********************* k *k * * * * *•k * * * * * * * * * * * * * * *•k *•k A• *k * * * * ** APPROVED FOR ISSUANCE: GV Authorized Permit Center Signature Date ****• k********************************************** *•k * * * * * * *•k* * * * * * ** * **•k * * **k* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. KNOW ALL PERSONS BY THESE PRESENTS, That L11.10e r - c5VP.,e_r a general partnership /corporation and existing by virtue of the laws of the State of r=11.-S‘ 5 , and doing business in the ,State of Washington located at © ‘r.�� ,Ce �e.v , City of '"it.,k1/4.0 ►a , in `�. County, for and in consideration of the sum of ten dollars ($10.0 lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged, does by these presents grant, bargain, sell property , located at ( ';3 SL;.I,, L c. l- 3 )b ' , City of Tukwila, county of King, State of Washington, to wit: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LEGAL DESCRIPTION OF PROPERTY: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LIST OF MATERIALS /ASSET DESCRIPTION (Number of) 1 water meter box(es) (located at the above address) and (number of) sr linear feet of (size) 1 -inch meter service line(s), with appurtenances, made of (type) Ce,p � �- material, with an installation cost of $20 , constitutes the list of materials for this turnover. ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The seller herein covenants, agrees and warrants that it is the owner of said property and that the same is free from all liens and encumbrances and that it will defend the sale of said property, goods, and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. EXECUTED at (City) 4. 7 ". \-46w `t'r , Washington, this t, \ day _ of ' '� l99;3 SELLER: C w�A�t ?cat- •bv.i." BY: VNI W. c. tilAn oT IA BY: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** STATE OF W HINGTON County . ,� On this da peltebnally appeared before me L t we_a:.ef, to me known to be the individual described in and who xecuted the within and foregoing instrument, and acknowledged that p signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. WATER METER BILL OF SALE TITLE: Av'' \vUTe'uS N`C" TITLE: GIVEN under my hand and official seal this day of fff I'A . .iii(7 ,L. , - , TC �/ �.. 4L4 m ,,,, .._,_ ; 1114Y f ��'.�'4SU1Pr f,1.` : t, '; 0 otary Public in and for the ; vT ' 'a�.77 State of Wash ton residing at C *: N � R ` ,f" : '`�1 ConAtinity Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW93 -0160 Status: ISSUED Project Name: CRYSTAL RIDGE Site Address: 15345 SUNWOOD BL Location: BUILDING D / HYDRANT Parcel #: 359700 -0200 Wetlands: Type: COND Slopes: Y No of Units: 000 Square Feet: Contractor License No: GREENRC148MM ENANT CRYSTAL RIDGE dNER SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER BL STE #1, TUKWILA, WA 98188 ONTRACTOR GREEN RIVER CONSTRUCTION Phone: 206 246 -9456 14062 INTERURBAN AVENUE 5, TUKWILA, WA 98168 DNTACT JERRY KNUDSON Phone: 206 242 -1409 14062 INTERURBAN AV 5, TUKWILA, WA 98188 ILLING TO GREEN RIVER CONSTRUCTION. Phone: 206 242 -1409 14062 INTERURBAN AV S, TUKWILA, WA 98188 EFUND TO: GREEN RIVER CONSTRUCTION Phone: 206 242 -1409 14062 INTERURBAN AV 5, TUKWILA, WA 98188 *k * * * * * * ** **** * * * ** * * * ** irk * * * * ** ******** A*• A*A k* **•k* * * * * * * * * * ** **A *k* * * * ** **• ** Additional Description: TEMPORARY WATER METER 2.5 Quantity: 1 Type: TEMP Quantity: Ty,pe:. Quantity: Work Order #: ''Type Water Meter Si.ze: 2.50 Work Order #: 5210Y Water Meter`S i ze': .00 Work Order #: Water Meter :Size: .00 ** A* ** *** k*************************************** * * * * * * * * * * * * * * * * * * * * * * * *** * * * ** 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 meter 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 Tukwi1aWater 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 meter is lost or stolen, user will pay the replacement cost of meter. THE APPLIC OF WORK AT Signature:_ Title:___ • * * * *.A. * * * *k * * ** APPROVED FOR �), B C Issued B Y 144t—____ _ D a t e � ��) % °31 Authorized Permi Center Signature kkk*A* k******** k** k***********• k*** k******* ****** * * * * * ** * * * * **** * * *k **k ** * * ** *A* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature TEMPORARY WATER METER PERMIT Date: Issued: 08/03/1993 Approval Letter: 08/03/1993 Expires: 10/02/1993 Date: Water Course: Water Dist: N/A Sewer Dist: N/A FEES: 100.0( Account Number: 401/386.510 T NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION 24 HOUR IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. =_a _5 __ Company: < ; C dit� ******************************* * ** ** ** * * * * * ** * * * ** *** *** * * *k ** (206) 431 -3670 City of 7iu kwi�, Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW92 -0203 Issued: 07/19/1993 Status: ISSUED Approval Letter: 05/03/1991 Project Name: CRYSTAL RIDGE Expires: 09/17/1993 Site Address: 15325 SUNWOOD BL Location: Parcel #: 359700 -0200 Wetlands: Water Course: Slopes:Y Water Dist: N/A Sewer Dist: N/A Type: MFR No of Units: 012 Square Feet: Contractor License Number: SCHNEI245P8 ENANT CRYSTAL RIDGE CONDO BLDG B WNER SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA, WA 98188 ONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL, TUKWILA .WA;.98188 ILLING TO SCHNEIDER HOMES INC Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA, WA 98188 EFUND TO: SCHNEIDER HOMES Phone:`. 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA, WA 98188 ***************** *kk * * * * * ** **** **k * * * ** * ** *kk** * *k** * ** ** * ** *•k * *•k * * *•k * *k** Additional Description: Developer'Construction:Cost: 625.00 12 UNIT CONDO METER INFORMATION: Water Meter Size': 1-.50 Quantity.: 1 Work Order #: 5206B Type: PERM FEES: Regular C,onnection: 225.00. Acct No: 401/388.102 Instal'l Deposit: 350.00 , Acct No 401/386.520 Plan ,Check: 10.00: Acct No: 000/345.830 Inspection: 15.00 Acct No 401/342.:400 Turn On Fee: 25.00 Acct No 401/343..405 Special Connect Fee: ';00 Acct No 401/388.101 , Other : Fees,: .00 TOTAL FEES::: 625.00 * * ** ,A * ** ** *)* * ** ******** k*** *****i f* k**** 4c***** kk * * * * * *•k *** * *•kk•kk ** *4 * * *kk ** I understand that the charge for the meter' installation portion of the water meter/service installation is based on the actual cost of materials plus labor including .76 overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when 'billed (overpayment': will be refunded) . Further, I, agree ,to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of:,this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. Signature:_ Company:_ * * * * * * * * ** *•k * ** Final Inspection Approved By: Inspector Signature Date (206) 431-3670 THE APPLICANT MUST:: NOTIFY THE CITY INSPECTOR OF COMMENCEMENT. =AND COMPLETION OF WORK AT LEAST `24'•:`HOURS IN ADVANCE, .-F.OR SAN INSPECTION':'' CALL 433 -0179. _ ;;� .; .•;; Date : _" �; g ************* * * * * * * *k' **t * * * * * ** * * * ** * *• * * * * * * * ** * * * ** *•k ** APPROVED FOR ISSUANCE: RH Issued By: Sg . 1 1 5 0161 h1 I P ' Authorized Permit Center Signature Date *********************************** k************** ** * * * * * * * * * * * * * * * **k * * * * * *•k * *• I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. -211q-90 WATER METER BILL OF SALE ,\ KNOW ALL PERSONS BY THESE PRESENTS, That _.,,e,�Ze..r' 1�(D•re , a general partnership /corporation and existing by virtue of the laws of the State of (,V p3 -\ , and doing business in the State of Washington located at \p ) e.AA,(',� Ter, -' L,rtt , City of , in ;t�G^ County, for and in consideration of the sum of ten dollars ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged, does by these presents grant, bargain, sell property , located at Is305 su).:u to - zupb , City of Tukwila, county of King, State of Washington, to wit: ******************************************* * * * * * **** **** * ************** *** LEGAL DESCRIPTION OF PROPERTY: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LIST OF MATERIALS /ASSET DESCRIPTION (Number of) / water meter box(es) (located at the above address) and (number of) 4 linear feet of (size) 65 meter service line(s), with appurtenances, made of btype) `e-ppe. r material, with an installation cost of $ &2s= , constitutes the list of materials for this turnover. ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The seller herein covenants, agrees and warrants that it is the owner of said property and that the same is free from all liens and encumbrances and that it will defend the sale of said property, goods, and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. EXECUTED at (City) - 17LDWLAD0 . this \A day of 1993. SELLER: '1.A.nea lizA.- nv ...a. BY: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** STATE OF WASHINGTON County On this day penally appeared before me 6e7t„, L to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that \--- signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. G N under my hand and official seal Ar ' of 0 Z: s ;AOrr 99 tary Public in and for the N „ - -- a ti tate o - n' gton, residing at t L1G c • )WP. 15 , �� ° jl1�r ' - . F W p1 s;0 � �` J TITLE :�� ,� . 1,�- t, TITLE: , Washington, PiLp1iukwilk Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: Status: Project Name: Site Address: Location: Parcel #: 359700 -0200 Wetlands: Water Course: Water Dist: N/A Sewer Dist: N/A Type: MFR No of Units: 000 Contractor License Number: SCHNEI245P8 ENANT CRYSTAL RIDGE CONDOS BLDG A WNER ONTRACTOR ILLING TO EFUND TO: SCHNEIDER HOMES 6510 SOUTHCENTER BL, TUKWILA,, WA 98188 SCHNEIDER HOMES 6510 SOUTHCENTER BL, TUKWILA WA98188 SCHNEIDER HOMES. 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 981 SCHNEIDER HOMES PW92 -0201 ISSUED CRYSTAL RIDGE A 15315 SUNWOOD BL Final Inspection Approved By: WATER METER PERMIT Inspector Signature Date (206) 431-3670 Issued; 07/19/1993 Approval Letter: 05/03/1991 Expires: 09/17/1993 Slopes:Y Square Feet: Phone: (206)248 -2471 Phone: 206 248 -2471 Phone: 206 248 -2471 88 Phone: 206 248 -2471 6510 SOUT.HCENTER`BL SUITE 1, TUKWILA WA ***********• k**** k . * **********'*************• k** * * * * ** * * * * * *** * * * * * * * ** ** * *•k *k Additional Description - Developer Construction: Cost: 625.00 12 UNIT CONDO METER INFORMATION: Water Meter S'i ze : 1':.50 Quantity': 1 - Work. Order #: 5206A Type.: PERM FEES: Regular Connection: 225.00;; Acct No 401/388 Install 350.00 Acct No 401/386.520 }P1,an ` Check: 10.00 Acct No: 000/345.830 Inspection: 15.00 Acct No 401/342.400 Turn On Fee: 25.00 Acct No 401/343:405 Special Connect Fee: x .00 Acct No: 401/388.101 Other Fees: '.00 TOTAL FEES: 625.00 **********0** ********** k***** k*`*** k*** k******** * * **k * *•k *k *k * * * * * * * * * **k * * *k* I understand that the charge for the meter installation portion of the water meter /ervice installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment Will be refunded). Further, I agree to pay the regular connection charge, administrative plan check:fee,'i,nspection fee and turn -on fee as part of this application.I further understand,thatthe water service piping from the public ic main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expenses THE APPLICANT MUST',NOTIFY THE CI:T OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE FOR AN INSPECTION' CALL 433 -0179. Signature:141 , Company 1 = ��r� - ****************************** k******************* * * * * * * * * * * * * * * * *'k * *•k * * * * * * * ** APPROVED FOR ISSUANCE: �� �� Issued By: s!_•1! 12 AuthorizedPermit Center Signature ***********************•************************** * * * * * * * * * * * *•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. WATER METER BILL OF SALE KNOW ALL PERSONS BY THESE PRESENTS, That c....1r -vJe � - r YN"-' a general partnership /corporation and existing by virtue of the laws of the State of (\ , and doing business in the State of Washington located at SLxleitPniatr ''Rlln , City of - 11.e_141./.., , \,e.. , in County, for and in consideration of the sum of ten dollars ($10.00 lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged, does by these presents grant, bargain, sell property , located at P5 Sox, u;cx:lo " 'Ewt> , City of Tukwila, county of King, State of Washington, to wit: *************************** ******* *** ** * ********* *fie * * **** * *Ar t ** ** ** ** ** LEGAL DESCRIPTION OF PROPERTY: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LIST OF MATERIALS /ASSET DESCRIPTION (Number of) 4.. water meter box(es) (located at the above address) and (number of) c"' linear feet of (size) /,5 -inch meter service line(s), with appurtenances, made of (type) fl2V,1l,e. material, with an installation cost of $ &as , constitutes the list of materials for this turnover. ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The seller herein covenants, agrees and warrants that it is the owner of said property and that the same is free from all liens and encumbrances and that it will defend the sale of said property', goods, and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. EXECUTED at (City) - 1■1t.V.w l\'A,. this \' day of - a.,., \.! 199Z SELLER: :Sc- r» �- „,„e.ti BY: YY`ti\i„.e. BY: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** STATE OF WASH NGTON County ofti' On this day pernally appeared before me to me known to be the individual described in and w,hoted the within and foregoing instrument, and acknowledged that signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and of f ' cial seal this /9 1 M il r, ,/ ) ep: .��. J ; s� N uTAR y N� , zoo' ary Public in and for the S State of Waal in ton, residing at „v'%�e, A UBL1 4 "z °F WAS ; � $ TITLE: --ecb Washington, City ofT kwilL Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW92 -0205 Status: ISSUED, Project Name: CRYSTAL RIDGE Site Address: 15335 SUNWOOD BL Location: Parcel #: 359700 -0200 Wetlands: Water Course: Water Dist: N/A Sewer Dist: N/A Type: MFR No of Units: 012 Contractor License Number: SCHNEI245P8 "ENANT CRYSTAL RIDGE CONDO BLDG C )WNER SCHNEIDER HOMES 6510 SOUTHCENTER BL, TUKWILA, WA 98188 ONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL, T.UKWILA`WA 98188 3ILLING TO SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 98188 2EFUND TO: SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA, WA 98188 • k*********** * * * * * * * * * * * * * * ** * * * * * *•k * * * * * ** k* * ** * * * *** * * * k**** ** k** *•k k* Additional Description: Developer Construction Cost: 625.00 12 UNIT CONDO-. METER INFORMATION: Water Meter Size: 1.50 Quantity: 1 Work Order. #: `5206C Type: PERM FEES: Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special Connect Fee: Other .Fees: TOTAL FEES: 625.00 * * * * * * ** * ** *.* * * ******* kk ** *** ***** ** k ***** ** * *•k * * ** * * * * * * * * * * * * * * *•k ** I understand that the charge for the meter ins,tallation portion of the water meter /service installation'is based on the actual cost Of materials plus labor inclUd�ing 17% overhead. I agree to pay the installation fee (deposit) on the signing °of.: application and the,ba.•lance of:the.cost when billed (overpayment•;wi l• be refunded) . Further,. I ; agr.ee to pay the regular.. connection charge; administrative plan check fee, inspection fee and turn -on fee as part of, :this application.I further understand that the water. service piping from theHpubltc ; main to the water meter box • and shut'-off 'valve (corp stop) shall be' constructed at my sole expense. 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:__ 225.00• 350.00 10.00 15.00 25.00 • 00 . 00 Company: - -- =` —�! __ (. Ieta.a4.ate _' = "" 1 -91 * k*********** * * * * * * * * * * * * * * * * *k * * * * * * ** * * ** sir***** * * * * * * * * * * * * * *•k * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: RH Issued By: TWA4? T1 La: 93 Authorized Permit Center Signature Date ************************* k*****•***• k*************** * ** * * *•k * * * * * * * * * * * * * * ** * * *•k ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date Title: (206) 431 -3670 Issued: 07/19/1993 Approval Letter: 05/03/1991 Expires: 09/17/1993 Slopes:Y Square Feet: Phone: (206)248 -2471 Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 BY: BY: re.. E .s -r ►. - WATER METER BILL OF SALE KNOW ALL PERSONS BY THESE PRESENTS, That' 6N el 'yys€$. a general partnership /corporation and existing by virtue of the laws of the State of t_ ork 1 , and doing business . in the ptate of Washington located at e %(--) r�,z't�•.Prva`'Ce.w �\�,�, , City of ''T'a1e,w ,V,r,,, , in County, for and in consideration of the sum of ten dollars ($10.00' lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged, does by these presents grant, bargain, sell property , located at t 35"" uce,P," 31,\,m , City of Tukwila, county of King, State of Washington, to wit: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LEGAL DESCRIPTION OF PROPERTY: ***********************************.********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LIST OF MATERIALS /ASSET DESCRIPTION (Number of) water meter box(es) (located at the above address) and (number of) linear feet of (size) 1,5"-inch meter service line(s), with appurten nces, made of (type )., TI&A -- material, with an installation cost of $j-$ , constitutes the list of materials for this turnover. ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The seller herein covenants, agrees and warrants that it is the owner of said property and that the same is free from all liens and encumbrances and that it will defend the sale of said property, goods, and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. EXECUTED at (City) " 7' ., ∎ \tt.. , Washington, this \S. day of - X0Vi 199, SELLER: 1:.e.�,1e. Ykt+W TITLE: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** STATE OF WApHTNGTON County o f : nt., On this day peitdonally appeared before me /72(/C _ /J ,4t cC to me known to be the individual described in andja o executed the within and foregoing instrument, and acknowledged that H. signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. GIVF4i under my hand and official seal t2okr '�,'�"• day i ol.fz,S; s4 .;. ... 0 ••• , , ... C gl. _0--it-rt,i. 447-et_.) 0 '1 .PA �,N `tary Public in and for the : N . �R ` V (AI ate f /�W�aQJ[g/,�hington, residing at 1 VBL1O ''r ■ ‘q . TITLE : e.�vs, 5z4 1 City o, f l ukw$d Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW92 -0207 Status: ISSUED Project Name: CRYSTAL RIDGE Site Address: 15345 SUNWOOD BL Location: Parcel #: 359700 -0200 Wetlands: Water Course: Water Dist: N/A Sewer Dist: N/A Type: MFR No of Units: 012 Contractor License Number: SCHNEI245P8 ENANT CRYSTAL RIDGE CONDO BLDG D iWNER SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER BL, TUKWILA, WA 98188 .ONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL, TUKWILA WA 98188 TILLING TO SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 98188. EFUND TO: SCHNEIDER HOMES. Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA ;98188 ***************** k****** k *********************** . •k *** * *•k * * * * * ** * ** * * * ** Additional Description: Developer Construction Cost: 625.00 12 UNIT CONDO:' METER INFORMATION: Water Meter Size: 1.50 Quantity: 1 Type: PERM FEES: Regular Connection: 225.00 Acct No 401/388.102 Install Deposit: 350.00 Acct No: 401/386.520 Plan Check: 10.00 Acct No: 000/345.830 Irispe'c.tion: 15.00 Acct No: .401/342.400 Turn On Fee: 25.00 Acct No 401/343.405 Special Connect Fee: .00 Acct No 401/388.101 'Other Fees: .00 TOTAL FEES: 625.00 *** ** * ** * * * * * *4r ***•k * * * * * ** * *A k ** *k** * * * * ** * * * ** k *k* ** * * * **k** * * * ** ** *•k * * * * * ** I understand that the charge for the meter:'installation portion of the water meter/service installation is based on the actual cost of materials plus labor includ.ing 17% overhead. I agree to 'pay' the installation.. fee (deposit) on the signing of this application and the ,balance of the cost when billed (overpayment Will :'be refunded) . Further, I;agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be 'constructed at my sole expense, 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 _WjL Title: - .M3 .e Company:_ _ ..Y.A6.e....— --ci .." i.)_a a.6 .::Date: .. ^9 . ***************************************** * * * * * * * * * * ** * * * * * * * * * * * * * *•k ** APPROVED FOR ISSUANCE: RH Work Order. #: 5206D (206) 431 -3670 Issued: 07/19/1993 Approval Letter: 05/03/1991 Expires: 09/17/1993 Slopes:Y Square Feet: Issued By: `'^ ' ± �! _ ;s 6 1 - 13 Authorized Permit Center Signature Date ****** k**************k************************** * * * *k * * * ** * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date BY: WATER METER BILL OF SALE LSJ KNOW ALL PERSONS BY THESE PRESENTS, That SC..∎*De e-'-c v'rve-S a general partnership /corporation and existing by virtue of the laws of the State of x...00, , and doing business in the State of Washington located at ,Slb utl�C ►:, �Y-`[3� y , City of - ['&k.ix;Llr, , in County, for and in consideration of the sum of ten dollars ($10.00) lawful money of the United States, to it in hand paid, the receipt whereof is hereby acknowledged, does by these presents grant, bargain, sell property , located at 2 4 ��wc p' LU , City of Tukwila, county of King, State of Washington, to wit: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LEGAL DESCRIPTION OF PROPERTY: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** LIST OF MATERIALS /ASSET DESCRIPTION (Number of) 1 water meter box(es) (located at the above address) and (number of) linear feet of (size)j.$ -inch meter service line(s), with appurtenances, made of (type) fit- material, with an installation cost of $t , constitutes the list of materials for this turnover. ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** The seller herein covenants, agrees and warrants that it is the owner of said property and that the same is free from all liens and encumbrances and that it will defend the sale of said property, goods, and chattels, hereby made, against all and every person or persons whomsoever, lawfully claiming the same or any part thereof. EXECUTED at (City) L �v �C l,,t1.P., , Washington, this \c\ day of 2' 199 . SELLER: s� c_ , �..Je_mor) 'Y• oshn.e_., TITLE:_` BY: Wki . .'+iN '.4 TITLE: ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** STATE OF WASHINGTON County of:44(u0,.4 On this day pe ^n /� onally appeared before me f l I X 1 �( p( C,t 4 to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that NE signed the same as a free and voluntary act and deed, for the uses and purposes therein mentioned. ii GIVEN under my hand and official seal,,#C`"ij`"�"'''F� day of %hid( , 99 i G � / i w� .{ C..ot a R �� 1 u � •• �, ` `' I AA �� % • • 4 -(._J ����,c GTA � . L otary Public in and for the : V ___ �' �' Statyof Washington, residing at �* PUBO G � 9'Z •OF .......................... ASH ..� a��1i / Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW92 -0202 Status: ISSUED Project: CRYSTAL RIDGE Site Address: 15325 SUNWOOD BL Parcel No: 359700 -0200 Wetlands: Water: N/A Type of Install: PMFR Number of Units: 012 New SQ FT: Contractor License No: SCHNEI245P8 TENANT CRYSTAL RIDGE COND Signature: "z`':rr/ Inspector Signature Final Inspection Approved: SANITARY SIDE SEWER Watercourse: Sewer: N/A OWNER SCHNEIDERJ1OMES 6510 SOUTHCENTER BL; TUKWILA, WA 98188 CONTRACTOR SCHNEIDE HOMES 6510 ; SOUTHCENTER 'BL;‘ TUKWILA WA 98188 Issued: 06/30/1993 Approval Letter: 05/03/1991 Expires: 12/27/1993 Slopes: Y Exist SQ FT: Add SQ FT: (206) 431 -3670 Phone: (206)248 -2471 -Phone: 206 248 -2471 Des cription :r;° 12 UNIT `'CONDO * ** * * * * * * * * ** trlc * * * * * * ** k**** * * * * * * * * * * * ** ** * * * * * *•k * ** ** *fit *•k * * * * *** ** * * * * * * ** ** • Inspection ,Fee: 2040 Acct No 402/3 42. 400 Ho,oVMUP ±' : 210:00 - No: 402/388.102 Special Assessment: .00'':° Acct No 402/388.101 TOTAL, FEE:. .230.00' ***• k*" k• kA** 4''* k****• k**************;*************** ** * * * * * * * * * * ** * ** * * * * * * * * * * ** k ** THE APPLICANT HEREBY .ACCEPTS THIS' PERMIT': AGREES TO ABIDE BY ALL APPLICABLE' SECTIO NSOF'.THE;CITY'OF,-TUKWILA MUNICIPAL CODE AND APPROVED' PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING.: A RESULT OF THIS;PROJECT.PERMITS WHICH HAVE LAPSED :BEYOND THE PERMIT:EXPIRATION DATE SHALL, REQUIRE REAPPLICATION AND RE- ISSUANCE, OF THE PERMIT THR,OUGH; THE;: CITY OF TUKWILA AT AN ',ADDITIONAL ' FEE. APPLICANT YMUST NOTIFY- THE CITY INSPECTOR OF `COMMENCEMENT .'& COMPLETION OF WORK AT LEAST 24HOURS;IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Company: L t r,e_ Title:. t * * * * * * * * * * * * * * ** : *, ;.* *****.*********:*,*.************ * ** * * * * *: * *'.'k. * * * * * * * ** * * ** APPROVED FOR ISSU BY: RH Issued By: _ — - Authorized Permi t Center," Si - Date ************** ************44********************* I hereby certify that the per mi`t o.l h deh; name and address appears on this record has satisfactorily met the `standards and conditions for side sewer construction. Date 'Date': Permit No: PW92 -0200 Status: ISSUED Project: CYRSTAL RIDGE A Site Address: 15315 SUNW00D BL Parcel No: 359700 -0200 Wetlands: Water: N/A Type of Install: PMFR Number of Units: 012 New SQ FT:. Contractor License No: SCHNEI245P8 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 TENANT CRYSTAL RIDGE CONDO OWNER SCHNEIDER :HOMES 6510 SOUTHCENTER CONTRACTOR SCHNEIDER- 651,OSOUTHCENTER Final Inspection Approved: SANITARY SIDE SEWER Inspector Signature Date Odatercourse: Sewer: N/A Exist SQ FT: BL., TUKWILA BL TUKWILA WA 98188 (206) 431 -3670 Issued: 06/30/1993 Approval Letter: 01/09/1992 Expires: 12/27/1993 WA 98188 Description:. 12 UNIT CONDO kk******• k• kk*44*********• k*** A**** ` *** * * * * * *k * * * * * * * *•k * *k* ** * *•k *sir ** * * *k *k* *fir * * * * ** Inspection `' °<Fee: 20.00 Acct No 402/342.400 Hook' UP Fee: 210.00; Acct No: 402/388.,102 Special Asses'sment: .00 Acct No 402/388.101 TOTAL FEE:, 2'30..00 ** k**• k• kkk* kk •k * *•k ** * * ** *. *•k•k * * * * * * * * ,* k * * * * * * * * * *•k * *•k *k * * * ** r •k•k * * * * *: *A * * * * ** THE APPLICANT HEfEBY ACCEPTS - THISi PERMIT AND :AGREES TO ABIDE' BY ALL APPLICABLE :'SECTIONS OF THE CIT,Y'OF TUKWILA MUNICIPAL CODE AND APPROVED:PLANS. WE ALSO AGREE. THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL; OR ANY CLAIMS ARI'SI;NG AS ;A RESULTOF ,THIS PRO"JEC1 PERMITS WHICH HAVE t_APSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE. ,REAPPLICA.TION AND RE- ISSUANCE` OF THE PERMIT THROUGHTHECITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEASfi` HOURS IN ADVANCE. FOR`. -AN' INSPECTION' CALL 433 - 0179:: Signature. _'.� Date Slopes: Y Add SQ FT: Phone: (206)248 -2471 Phone: 206 248 -2471 Company: � 1�- ***** k************ •k ***** *k * * * * * * ** ** * * ** * * * * * * * * * * * *i * * •k,Ar ** ** * * *k * * * * * **** APPROVED FOR ISSUANCE; BY: Issued By: b ®�► �' - .. �� Authorized Per'O t%Cente.r Signature : ;. ";ADate' **' k*********************** k** tk;** k; kik; �k* �icAr*. fi�F * * * * * * * * * * * *•k ** * * * * *•k * * *•k* I hereby certify that the permit hol'der`` " name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW92 -0204 Status: ISSUED Project: CRYSTAL RIDGE Site. Address: 15335 SUNWOOD BL Parcel No: 359700 -0200 Wetlands: Water: N/A Type of Install: PMFR Number of Units: 012 New SQ FT: Contractor License TENANT Signature: No: SCHNEI245P8 CRYSTAL RIDGE CONDO OWNER SCHNEIDER HOMES .Phone: (206)248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA, WA 98188 CONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 'SOUTHCENTER BL, TUKWILA WA 98188 Description: 12 UNIT CONDO` *********** k******************* k********* k• k******** ****,k* ** *k** * * *******•k *A'*k** Inspection Fee: 20.00 Acct No: 402/342.400 Hoc k'AUP ,Fee: ; 210.00 Acct No 402/388.102 Special Assessment: .00'- Acct No 402/388.101 TOTAL. FEE: 230.00 *************** k********** r ***** * **************** * * **k* * * * * * * *k * * * * * * * * * * * * *k* THE APPLICANT HEREBY ACCEPTS :THIS;PERMIT'.AND`AGREES TO ABIDE. BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED'' PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS ;PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE-ISSUANCEOF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT 'MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 ;HOURS : IN ADVANCE. FOR AN INSPECTION CALL 433 -0179: Company: 1,2 ^ _ _ QIMe-S Title: * * * * * * * * * * * ** ********* * * * * *k * * * * * * * * * * * * * * * ** *k* APPROVED FOR ISSUANCE BY RH I hereby certify that the perM+thajhtiseh and address appears on this record .has satisfactorily met the standards and conditions for side sewer construction. Final Inspection Approved: SANITARY SIDE SEWER Exist SQ FT: Inspector Signature Date Watercourse: Sewer: N/A Date: Issued: 03/03/1993 Approval Letter: 05/03/1991 Expires: 08/30/1993 Slopes: Y Add SQ FT: (206) 431 -3670 -93 * *' * * * * *,k * * * * * * * * * * * •k * ** City of Tiakwili Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW92 -0206 Status: ISSUED Project: CRYSTAL RIDGE Site Address: 15345 SUNWOOD BL Parcel No: 359700 -0200 Wetlands: Water: N/A Type of Install: PMFR Number of Units: 012 New SQ FT: Contractor License No: SCHNEI245P8 TENANT CRYSTAL RIDGE CONDO SANITARY SIDE SEWER ,Watercourse: Sewer: N/A Exist SQ FT: OWNER SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER. BL, TUKWILA, WA 98188 CONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510, SOUTHCENTER BL, TUKWILA WA. 98188 Description:` 12 UNIT.: CONDO ************ k** ** k* k***************** k**** k****** ** * * * *k * * * * * * * * * *k * * * * * * * * * * ** Inspection Fee: 20.00 Acct No 402/342.400 Hook UP Fee: 210. Acct No: 402/388.102 Special Asses,sment:.' .00 Acct No 402/388.101 • TOTAL FEE: 230.00 ************'** k********* k*********************** * * * * * * ** *** * * * * * * ** * * * *k * **** THE APPLICANT HEREBY; ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE :THAT THE CITY OF UKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE. REAPPLICATION AND . RE- ISSUANCE: OF THE PERMIT THROUGH:-'THE CITY OF TUKWILA AT AN ,ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST24'HOURS IN ADVANCE. FOR` AN IN CALL 433 -0179. Date: Company. _ _ (fs4,T�itle. ____ ****** k************ * * * * * * * * * * * * * * * *k * *k * * * *** * * * *k APPROVED FOR ISSUANCE :';BY: RH Issued By: Final Inspection Approved: Inspector Signature Date Issued: 03/03/1993 Approval Letter: 05/03/1991 Expires: 08/30/1993 Slopes: Y Add SQ FT: (2 06) 431-3670 * * *. * * *: *'k * * * * * * * *k** ** 999,5 Authorized Permit Center Signature,: Date , * * * * * * * * * * * * ** * * * * * * *k * * *k * ** ****4***** k*,' k �4 * ** * * * * * * * * * * * *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 side sewer construction. Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW92 -0212 Status: ISSUED Project: CRYSTAL RIDGE Site Address: 15350 SUNWOOD BL Parcel No: 359700 -0200 Wetlands: Water: N/A Type of Install: PMFR Number of Units: 012 New SQ FT: 6000 Contractor License No: SCHNEI245P8 TENANT OWNER CONTRACTOR Inspection Fee: Hook.UP Fee: Special Assessment: CRYSTAL RIDGE BLDG F2 Final Inspection Approved: SANITARY SIDE SEWER Inspector Signature Date (206) 431-3670 Issued: 07/29/1992 Approval Letter: 05/03/1991 Expires: 01/25/1993 Watercourse: Slopes: X Sewer: N/A Exist SQ FT: Add SQ FT: SCHNEIDER HOMES Phone: 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 98188 SCHNEIDER HOMES Phone: 6510 SOUTHCENTER BL, TUKWILA WA 98188 Description: 6 UNIT CONDO ************************************************* * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** 20. Acct No: 402/342.400 210.00 Acct No: 402/388.102 .00 Acct No: 402/388.101 (206)248 -2471 206 248 -2471 TOTAL FEE: 230.00 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT`. EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE'OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN, ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF. COMMENCEMENT & COMPLETION OF WORK AT LEAST 24.HOURS'.IN ADVANCE. FORAN INSPECTION. CALL 433 - 0179. 1 g --___ Signature z _ Date: r Company: _ 'SL�^�9.[Zr..,, Title:. *******************;**;;;;;******k****************;;***; * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE BY: RH r� . I (� Issued By: .U-�:�;_! . ��,\ ` 0 �e�.:.SJt�I. - -1 =L� °? -- AuthorizedPermit Center Signature Dat I hereby certify that the permit holder: whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Permit No: PW92 -0210 Status: ISSUED Project: CRYSTAL RIDGE Site Address: 15310 SUNWOOD BL Parcel No: 359700 -0200 Wetlands: Water: N/A Type of Install: PMFR Number of Units: 012 New SQ FT: Contractor License No: SCHNEI245P8 TENANT OWNER CONTRACTOR CRYSTAL RIDGE CONDO BLDG Fl. • Final Inspection Approved: SANITARY SIDE SEWER Inspector Signature Date Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Issued: 07/29/1992 Approval Letter: 05/03/1991 Expires: 01/25/1993 Watercourse: Slopes: X Sewer: N/A Exist SQ FT: Add SQ FT: SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 98188 SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL, TUKWILA WA 98188 Description: 12 UNIT CONDO * * * * * * * * * * * * * * * * * * * * * * * *** * * ** ! r************** ********* * *tY** * * *i4** **** * * * *** * *** Inspection Fee: 20.00 Acct No: 402/342.400 Hook UP. Fee: 210.00 Acct No: 402/388.102 Special Assessment: .00. Acct No: 402/388.101 TOTAL FEE: 230.00 ************************************ * * * * * * ** * * * * * * * * * * * * * * * * ** * * * ** *,ter * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE. SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 4: HOURS IN ADVANCE. FOR AN INSPECTION. CALL 433 -0179. Signature: \� Q� „ _.„ Date: N- 7 2. 9 -- . (206) 431 -3670 � Company: g„4 J ! Title: ********************** * * * * * * * *** * * * * * * * * * ** * * * * ** * ** *,fir * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE BY: RH Issued By :12-er)i5A, .. mAKI0 OUL Authorized Permi,t Center ,:Signature Dat *********************************************** *, ** * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the "standards and conditions for side sewer construction. City o Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Final Inspection Approved: SANITARY SIDE SEWER Permit No: PW92 -0208 Issued: 07/29/1992 Status: ISSUED Approval Letter: 05/03/1991 Project: CRYSTAL RIDGE Expires: 01/25/1993 Site Address: 15330 SUNWOOD BL Parcel No: 359700 -0200 Wetlands: Watercourse: Slopes: X Water: N/A Sewer: N/A Type of Install: PMFR Number of Units: 012 Exist SQ FT: Add SQ FT: New SQ FT: Contractor License No: SCHNEI245P8 TENANT CRYSTAL RIDGE CONDO BLDG E OWNER SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 98188 CONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL TUKWILA WA 98188 Description: 12 UNIT CONDO *********************************************,** , ** * * * * * ** * * * * * * * * * * * * * * * * * * * ** Inspection Fee: 20.00 Acct No 402/342.400 Hook UP Fee: 210.00" Acct No: 402/388.102 Special Assessment: .00 Acct No: 402/388.101 TOTAL FEE: 23 ******************************** * * * * * * * * * * * * * * * * *, * * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL 'OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT.. EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST 'NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAS 4 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: �2 Date:__ Company: � ,QvySLa &' Title ******************,** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCEBY: RH Issued By D-2X11 M UcIYd ::W._ _aiLIq ___ Authorized Permit Center... SignatureDat ******************************* *4* * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Inspector Signature Date (206) 431 -3670 City of Thakwile Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW92 -0213 Status: ISSUED Project Name: CRYSTAL RIDGE Site Address: 15350 SUNWOOD BL Location: Parcel #: 359700 -0200 Wetlands: Water Course: Slopes:X Water Dist: N/A Sewer Dist: N/A Type: MFR No of Units: 012 Square Feet: 6000 Contractor License Number: SCHNEI245P8 ENANT CRYSTAL RIDGE BLDG F2 WNER SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA, WA 98188 ONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL, TUKWILA WA 98188 ILLING TO SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 98188 EFUND TO: SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 98188 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Additional Description: Developer Construction Cost: 1,500.00 6 UNIT CONDO METER INFORMATION: Water Meter Size: 1.50 Quantity: 1 Work Order #: 5206G Type: PERM FEES: Regular Connection: 225.00 Acct No: 401/388.102 Install Deposit: 350.00 Acct No: 401/386.520 Plan Check: 10.00 Acct No: 000/345.830 Inspection: 15.00 Acct No: 401/342.400 Turn On Fee: 25.00 Acct No: 401/343.405 Special Connect Fee: .00 Acct No: 401/388.101 Other Fees: .00 TOTAL FEES: 625.00 ************************************************ * * * * * * * * * * * * * * * * * * *k * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the, public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WOR A EAST 24 HOURS IN ADVANCE. FOR A INSPECTION CALL 433 -0179. Final Inspection Approved By: Title: Inspector Signature Date (206) 431-3670 Issued: 07/29/1992 Approval Letter: 05/03/1991 Expires: 09/27/1992 Company: ..�,�, ,C; wc Date: ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: RH Issued BY: 1t'D.0 2 Y11 \01.6.., `q110, v Authorized Permit Center Signature Dat ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. Q9, - -1c19� City of ?lakwdd Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW92 -0209 Status: ISSUED Project Name: CRYSTAL RIDGE Site Address: 15330 SUNWOOD BL Location: Parcel #: 359700 -0200 Wetlands: Water Course: Water Dist: N/A Sewer Dist: N/A Type: MFR No of Units: 012 Contractor License Number: SCHNEI245P8 ENANT CRYSTAL RIDGE CONDO BLDG E WNER SCHNEIDER HOMES Phone: (206)248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA, WA 98188 ONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL, TUKWILA WA 98188 ILLING TO SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE #1, TUKWILA, WA 98188 EFUND TO: SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL SUITE 1, TUKWILA WA 98188 ******************************************** * * ** * * * * * * * * * * ** * * * * ** * * * * * * * ** Additional Description: Developer Construction Cost: .00 12 UNIT CONDO METER INFORMATION: Water Meter Size:. 1.50 Quantity: 1 Work Order #: 5206E Type: PERM FEES: Regular Connection: 225.00 Acct No: 401/388.102 Install Deposit: 350.00 Acct No: 401/386.520 Plan Check: 10.00 Acct No: 000/345.830 Inspection: 15.00 Acct No: 401/342.400 Turn On Fee: 25.00 Acct No: 401/343.405 Special Connect Fee: .00 . . Acct No: 401/388.101 Other Fees: .00 TOTAL FEES: 625.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on, the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (Corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORI�_AT LEAST 2,4 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signatur ,.,_ :�Q L Title: - 7 •- ? Z Company: 4A0l1QYu;,,„ Date: *********************,,******* * * ** * * ** * * * * * * * * * * * * * * * * * * * * * ** *fir * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: RH Issued By: D 2.. rifiLOard "'c .€j U4j ...IJ i'I Authorized Permit Center Signature Date ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 Issued: 07/29/1992 Approval Letter: 05/03/1991 Expires: 09/27/1992 Slopes:X Square Feet: (206) 431-3670 OWNER CONTRACTOR BILLING TO REFUND TO: City of Takwili Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW92 -0211 Status: ISSUED Project Name: CRYSTAL RIDGE Site Address: 15310 SUNWOOD BL Location: Parcel #: 359700 -0200 Wetlands: Water Course: Water Dist: N/A Sewer Dist: N/A Type: MFR No of Units: 012 Contractor License Number: SCHNEI245P8 TENANT CRYSTAL RIDGE CONDO BLDG Fl Slopes:X SCHNEIDER HOMES 6510 SOUTHCENTER BL, TUKWILA, WA 98188 SCHNEIDER HOMES 6510 SOUTHCENTER BL, TUKWILA WA 98188 SCHNEIDER HOMES 6510 SOUTHCENTER BL, TUKWILA, WA 98188 SCHNEIDER HOMES 6510 SOUTHCENTER BL, TUKWILA WA 98188 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Additional Description: Developer Construction Cost: 12 UNIT CONDO METER INFORMATION: Water Meter Size: 1.50 Work Order #: 5206F FEES: Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special Connect Fee: Other Fees: 225.00 350.00 10.00 15.00 25.00 .00 .00 (206) 431 Issued: 07/29/1992 Approval Letter: 05/03/1991 Expires: 09/27/1992 Square Feet: 6000 Phone: (206)248 -2471 Phone: 206 248 -2471 Phone: 206 248 -2471 Phone: 206 248 -2471 Quantity: 1 Type: PERM 1,500.00 Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 TOTAL FEES: 625.00 ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** sir * * * * * * * * * * * * * * * * * * * * * * * * * ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORKS LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature (q Title: Company: S 6 &t , Date: � Final Inspection Approved By: Inspector Signature Date ************************************************ ** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: y �} Issued By:� � - I �I1,Q`fa ''��) �a1__ria Authorized Permit Center Signature Date r ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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. City of 7�llcwit� Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: PW92 -0003 Status: ISSUED Project: SUNWOOD Site Address: 15401 62 AV S Parcel No: 359700 -0200 SANITARY SIDE SEWER Wetlands: 0 Watercourse: 0 Slopes: X Water: N/A Sewer: N/A Type of Install: PMFR Number of Units: 006 Exist SQ FT: Add SQ FT: New SQ FT: Contractor License No: SCHNEI245P8 OWNER 62ND AVE SW LIMITED PTNRSHIP• . 911 5TH AVE, KIRKLAND WA 98033 BILLING SOUTHCENTER.ASSOC. 911 5TH AVE, KIRKLAND WA 98033 TENANT CRYSTAL RIDGE CONTRACTOR SCHNEIDER HOMES Phone: 206 248 -2471 6510 SOUTHCENTER BL, TUKWILA WA 98188 Description: SANITARY SIDE SEWER FOR .6 UNIT CONDO /MODIFICATION TO PERMIT FEE INCLUDED. MODIFICATION APPROVED JUNE 15, 1992. 25.00 FEE. ************************************************ * * * * * * * * * * * * * * ** ** * * * * * * * * * * * ** Inspection Fee: 20.00 Acct No: 402/342.400 Hook UP Fee: 10.00 Acct No: 402/388.102 Special Assessment: 25.00 Acct No: 402/388.101 TOTAL FEE: 55.00 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED. PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAS =,?4 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433-0179. Signature: Company: * * * * * * * * * * * ** 1..tO?'1n.LIA . Title: t.. *****;4************************** * * * * * * * * * * * * * * * * * * * * ** APPROVED FOR ISSUANCE BY: KJP Issued By: , �—� Authorized Permit enter r Si� nature =te * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditiunt fur side sewer construction. Final Inspection Approved: Inspector Signature Date Issued: 07/2.7/1992 Approval Letter: 01/09/1992 Expires: 01/23/1993 ©ate (206) 431 - 3670 Phone: (206)889 -9060 651u Soulficerrter BouIevard•Sulte 41 •Tukwila, WA 98188•(206) 248-2471 .FAX (206) 242 -4209 December 13, 1993 City of Tukwila Building Department Mt; Denise FAX# 431 -3665 schneicier homes, Inc. RE: Crystal Ridge Condominiums Permit # PW92.O157 l� SA L „.1 15305 Sunwood Blvd. Dear Denise: Please cancel the above referenced permit. Sincerely, LliUe.,4614-aze in 'ri Make Unrnuth Project Superintondant MU /jc RECEIVED IC 31 COMMUNITY DEVELOPMENT rr� QC-11N11.246 P 02:91 NOW £8- £i -M0 DATE PLANS RECEIVED ` J ` TYPE OF REVIEW DATE RO• ' : TO PWD _T P NS • • RO ' D A�,,.a V B. - - EQUESTED COMMENTS q1 a5 -q0 . 6 i4 U - I^1 . 1 �� 9-(Ds-c 15 -Q -•C{I Curb Cut/Access /Side alk P1 )iqa' 01 y -i s 3-ct 1 �5-a -7' 3 0 - ai - - % V Fire Loop /Hydrant 4 1k,6 o (1 o �) f%coga - 014% f -3 -41 Flood Zone Control _• 0. Grade /Fill 1 9o-4/3 9/ �f - 6 a ,• Hauling • I X ' � PERMITS PERMIT NUMBER APPROVED PLAN /LETTER DATE ISSUED )( Channelization/Striping/Signing 'i q — 0114 h 5 3 -e1) 5` `?- ck Curb Cut/Access /Side alk P1 )iqa' 01 y -i s 3-ct 1 �5-a -7' 3 0 - ai - - % V Fire Loop /Hydrant 4 1k,6 o (1 o �) f%coga - 014% f -3 -41 Flood Zone Control _• 0. Grade /Fill 1 9o-4/3 9/ �f - 6 a ,• Hauling • ',OW //V .4/3/9/ -tai n-cr Landscape Irrigation Moving an Oversized Load )( Sanitary Side Sewer hand 1 co4ic Y1 - --'"�' 1, t�(�t�q a - (CO? g ` 7-i-q; Sewer Main Extension (private) X Sewer Main Extension (public) PWga ` Q lu q 6 '3- t c Q% 4 X Storm Drainage pwcW- o ia� s- — I Lt - Q-qa Water Main Extension (private) Water Main Extension (public) Water Mete � I I�) size: (, � J No.: I (=Mater Only fI)) 1c 0 15 ��$'- q'� Water Meter (permanent) size: No.: Water Meterltemporary) size: No.: Other: Other: P LAN CHECK $C 43 J E 1 ci . 3`� I ROUTING I S e - 4r UTILITY OJECT TR�►CKING C HECKLIST PROJECT NAME R i(i 9 o- kpar SITE ADDRESS SUITE NO. o--a n U33)() BI PERMITS REQUIRED - � �-� � , 76) ji'1f55 cb4 CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT lkk " X " Permits Date Routed to PWD Date Plans Approved Permit Number Approved Plan /Letter Date Issued Suite No. Channelization / Striping / Signing Curb Cut / Access / Sidewalk Fire Loop / Hydrant 101 r � ��)p � �� 9� ., � Flood Zone Control Hauling Land Altering Landscape Irrigation Moving an Oversized Load Sanitary Side Sower Sewer Main Extension (private) Sewer Main Extension (public) Storm Drainage ', 1 0 , ti G a q 9 Water Main Extension (private) Water Main Extension (public) Water Moter (exempt) Size No. ❑ Deduct 0 Water only Water Meter (permanent) Size No. Water Meter (temporary) Size No. Other: Other: Date Plans Received Type of Review Date Routed to PWD Date Plans Approved Data Resub. Requested Comments / Suite No. Plan Check No. Project fl� / % ) . L /` j Site AddJress / Suite No. ROUTING City of Tuk..., Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433 -0179 UTILITY PROJECT TRACKING CHECKLIST PERMITS REQUIRED CONDITIONS OF PERMIT ISSUANCE OR FINAL SIGN -OFF OF PROJECT City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor TO: FROM: DATE: SUBJECT: CC( c MEMORANDUM ?to F( ( 3 eyfict-1 r (1,11-1 Cocifc( i nr9 Th - 9 (- U( 7VA A rik 4\- 1_)?1c77 • oord — (3 1Q -� Doo,/ 1\ Ica LW 7s cm Lczak iL - - at) q.,)- op-o czyn )c •15?), e t). Lt. nLoca- r- 0 ". ..) L. - °Go EunL000d R -04 _ PLO r;-.C),-9() eLo 9 occ a oc:kx, 6 ?(..L..nuy)nd PA ,•>utnLckeria 5t.cr\ 35 Et r cock)o' 6L- ctn (10/T2.MEMO) C (?00\ ■ CoicO6, IQ . the. - c}' Ai: eur)■Arvool 131- ''1 c f F I C) Sc,ur)UOCCTA ept— eR) — tc.Ey5 D Sunuocoot 6L- ) 6 ti - -Po c? 0 t( (- } ) ,Cu uaoci 13L• q f) 4' L- tti Lorm (;) • i,p- I /1/1 k/ 1 \I/ (ott-) 4 ( t 5s Lt LP C (07) PI' t't 62nd Ave. Apartments aka Sunwood III aka Crystal Ridge agif C .; 0/Wilk tAiD 47 lc vmiE4lr 'A' SEWER & S C�1 u.,Ld.Q,v l OYne 001 SC-KNOA_GUA 626ID (-64 1L( lc C a/ D Building Units WATER PERMIT FEE c.o• 12 12 12 12 12 6 SUMMARY Sewer Service Permit Size 230.00 230.00 230.00 230.00 230.00 200.00 200.00 $1,580.00 / 5 5 0 5 /lLe 11.- f'w (c) )1 Ovvil Water Permit 1.5" 625 . 00 1j 3 1.5" 625.0015 3<a 1.5" 625.00)533 1.5" 625.00 153 1.5" 625.00 1533 1.5" 625.00/53 1.5" /n-f3 75" 260625.00- 00 i $4,635.00 JP /cd Attachments a/s C City of Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: SEPTEMBER 16, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Crystal Ridge, Building G 15305 Sunwood Boulevard Project No. P92 -0042 Activity No. PW93-0206 Contact Person: Mike Unmeth aLl a• 9(0 Telephone No.: (206) 248 -2471 THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER 16, 1993: Permit fee Sanitary Side Sewer $ 170.00 John W. Rants, Mayor Ross A. Earnst, P. E., Director Two copies of the approved plans are attached for inclusion in the permit files. cf: City Utilities Inspector (w /copy of plan) Development file (w /copy of plan) ad.d25.cryste1g.ape 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Pone: (206) 433-0179 • Fax (2 431-3665 City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISION ai DATE: AUGUST 3, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Crystal Ridge 15345 Sunwood Blvd. Project No. P92 -0042 Activity. No. PW93 -0160 Contact Person: Jerry Knudson Telephone'No.: (206) 246 -9456 THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON AUGUST 3, 1993: GV /cd Attachments a/s Permit fee Temporary meter 2.5" $ 100.00 Two copies, of the confirmed Utility Permit Application Form are attached for inclusion in the permit files. cf: City Utilities Inspector (w /copy of application) Development file (w /copy of application) John W. Rants, Mayor cd.d25.cryaCal.upa 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 0 Fax: (206) 431.3665 I HEREBYCEH FY: AT I HAVE READ THIS:APPLICATION AND; KNOW.THE.SAINE TO BE >TRUE'iAND :CORREC • - Agent ed Agent Signature: o A ..�y Contact Person (print name): 0 */ ' : Address: Print Name:c Rg (_.c]l)r) Date: - q . 3 Phone:f ` g19- /L//)ci .Phone: Date Application Accepted: 6,3- (1 Date Application Expires: to . c? _ ... ...:. ....:.: P. REQUEST W ATER..< : METEI REFUND / BILLI SERVIC BILLINGS TO: No. of Units: ❑ Commercial/Industrial ❑ Water City of Tuk:la Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 R093- a (( Q • •• Pro ert Owner: • _,L i • Street Address: I0 Phone No.: d` Cit /State/Zi PROJECT >' Site Address: / , 5 3 9 INFORMATI Name of Project: /Z S7`4 Engineer: Street Address: Contractor: A , z Street Address: p G King Cty Assessor Acct #: 414 Q � Name: 3 -eF' -R I ov.,((r,&e ) Street Address: // n(� Name: 5P-/'Y) Street Address: ❑ Sewer ❑ Metro DESCRIPTION>:OF: >FROJECT ❑ Multiple - Family Dwelling ❑ Hotel ❑ Motel . ❑ Office ❑ Retail MI ❑ New Building ;:INFORMATION` Square Footage: King County Assessor's valuation of existing structures: UTILITY PERMIT APPLICATION Contractor's ❑ 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.: A o �strN L ' j0 ,6ou /e, Phone No.: Cit y /State2ip: Phone No.: ,20(.0- 0- 0.1 I L IC1 Ste. CIty /State2ip: 77, &a4 Lax. , License #:(-;.er.;F(VR(',j:-i ?'je / p. Date: 1 / -j ❑ Standby ❑ Single - Family Residential ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition Applice( # Pi 00 0., Phone: (206) 433.0179 ❑ Sewer Main Extension ❑ Private ❑ Public ❑ 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: �� E742 Schedule: ❑ Other: Phone No.: „ZOO-eat-1;3 - / City /State /Zip: L w 0 6)6 9S7/vg Phone No.: City /State/Zip: ./t . • i Cl Other: ❑ Church ❑ School /College /University ❑ Hospital ❑ Other: Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ IMOMMEI 04/22/92 ''REGISTRATION,:NUMBER; .:. , • `` . 'EXPIRgTION'DATE • .. .." 2rj:I. :: ;.: ' • • G R. EE Nt°,C..1 4. I11• E: .C,E.c'I'1:.v. " DAT '07! 141.! 94 0'7',1:1 A: o REGISTERED AS PROVIDED BY LAW AS A: . ON ST. , (:°.C,iht' ':: E,W ERA L , ' f FEN N Y: . (:iS >i 3 4•0 i s 2 :C J`i.'.t "B; ER i:x R F N \ 1 1 : : : . I I v.IA 981 � l SIGNATURE ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES TO: FROM: DATE: C City of f Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING DIVISION/ =V' JULY 19, 1993 SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS CRYSTAL RIDGE RECREATIONAL BUILDING G 15305 Sunwood Blvd. Activity No. PW93 -0153 Contact Person: Mike Unmeth Telephone No.: (206) 248 -2471 THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE ACCORDANCE WITH THE PLAN APPROVED ON MAY 3, 1991 Permit Fee cf: City Utilities Inspector (w /copy of plans /application) Development file John W. Rants, Mayor Ross A. Eamst, P. E., Director IN Water Meter (permanent) 1" $ 325.00 It is noted that the original approval letter indicated the installation of a 3/4" water service line which should have been a 1" water service line. Two copies of the confirmed Utility Permit Application Form and approved plans have been inserted in the building permit file. GV /cd cd.d23.cryata2.upa 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 C City of Tukwila Department of Public Works M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DIVISI0�V / aW ' DATE: DECEMBER 24, 1992 John W. Rants, Mayor Ross A. Earnst, P. E., Director SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Crystal Ridge Apartments 15310 Sunwood Boulevard Project No. P92 -0042 Contact Person: Daniel Richter Telephone No.: (206) 248 -2471 L2{.c YY\ &p (&-Q THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON DECEMBER 24, 1992: Two copies of the confirmed Utility Permit Application Form and approved site plan are attached for inclusion in the permit file. JP /cd cf: City Utilities Inspector (w /copy of plan /application) Development file (w /copy of plan /application) Attachments a/s Permit fee Landscape Irrigation $ 25.00 PW c1 Q -0 5 ' Ll la qa CD.D25.CRYSTAL.UPA 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 i I :HEREB.Y <;CERTIF .'TH.F ` • VE EA I S.,:APPLICAT1ON AND TH M E; S AE ' :.TO.::B,E::TRUE'AWD:CORRE.GI: Applicant/Authorize'. - "' r r � C Contact Person – ( Date:/„.7- .. 9 Phone: ,2 ye__,7c /7 P Phone: 2y -.2V Date Application Accepted: a a 1 n D Date Application Expires: (0 _ l q �. PROJECT .(J B LAC ite) %li&'ress: /S 3J4 5J kc .L / 'JJ)- INFORMATION:. Name of Project: 'A'1( / ..,r Ai • C Pro ert Owner: , ) I Street Address: /..6' ) • 1- Phone No.: --1 1 /6 --2 d/ City /State /Zip: 9 tey t"' f' Phone No.: 6, 7 - 306 Engineer: Street Address: /D 60.0 A/ Contractor: 1/4..h /)� Ltorr2s Street Address: King Cty Assessor Acct #:.337700 – o.zo 0 Contractor's Lic .2 Y Exp. Date: .PERMIT; REQUEST 4 WATER ;::MET EF DEPOSITI „< REFUND /BILLI MONTHL SERVICE BILLINGS TO: `:<` Street Address: ❑ Water City of 71( wila Central Permit System – Engineering Division ozi v ri jnter Blvd., Suite #100, Tukwila, WA 98188 - ��✓7Q? – 03�� C 14199a UTILITY PERMIT APPLICATION O Channelization /Striping /Signing ❑ Curb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) – No.: O Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards 0- Landscape Irrigation O Moving an Oversized Load Est. start/end times* Date: ❑ Sanitary Side Sewer– No.: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage Sizes: ❑ Street Use ❑ Water Main Extension ❑Private ❑ Water Meter / Exempt: – No.: Deduct ❑ Water Only 0 ❑ Water Meter / Permanent – No • — Sizes ❑ Water Meter/ Temporary: – No.:_ Sizes Estimated quantity: Schedule: ❑ Other: Name: Street Address: Name: Ap ration # ? cam_ 00 Li a Phone No.: City /State /Zip: Phone No.: City /State /Zip: ❑ Sewer ❑ Metro ❑ Standby ❑ Single - Family Residential ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing Phone: (206) 433 -0179 r';a (Ali P!. 9 / �� City /State /Zip: ,E fepa / Phone No.: , Y 7 / City /State /Zip: 1.41t .i 1,4 9 /( ❑ Public Sizes* DESCRIPTION O.F :PROJE O Multiple - Family Dwelling No. of Units: ❑ Commercial /Industrial MISCELLANEOUS: ....:...:: INFORMATIOJd; „ i ❑ Hotel ✓ ❑ Motel ❑ Office ❑ Retail ❑ New Building Square age: King County Assessor's valuatign of existing structures: $ g Apartments O Condominiums ❑ Church ❑ Hospital ❑ Other: ❑ School /College /Universy ❑ Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ 04/22/92 FROM: PUBLIC WORKS ENGINEERING DIVISION DATE: June 15, 1992 City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Ea rnst, P. E., Director M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER SUBJECT: UTILITY PERMIT AVAILABILITY /REQUIREMENTS Crystal Ridge Apartments 15305 Sunwood Boulevard Project No. P92 -0042 Contact Person: Carl Sloss Telephone No.: (206) 248 -2471 THE FOLLOWING PUBLIC WORKS PERMIT IS AVAILABLE 'FOR ISSUANCE ACCORDING TO THE SITE PLAN APPROVED ON JUNE 15, 1992: Permit Fee fUdqa^ 00 Sanitary Sewer Modifications $25.00 U g ""12° -- 5e1 Ob sss rfnu f A copy of the confirmed Utility Permit Application Form and two (2) sets of site plans will be inserted into the permit file. cf: City Utilities Inspector (w /copy of plans /application) Development File (w /copy of plans /application) Read File 14:Crystal 4141.1111•101M 'IMMO 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 r May 3, 1991 Dear Mr. Steinvall: CITY OF TUKWILA 620(1 SOUTI10ENTER BOULEVARD, TUKWILA, WASHINGTON 98188 Mr. Gary R. Steinvall Gary Steinvall Construction Co. P.O. Box 2458 Kirkland, WA 98083 -2458 PHONE 0120614334800 Gar im I)usrn, )Iayvr RE: Site Address: 62nd Ave & Sunwood South: 62nd Ave. Apartments Utility Permit Approval #89- 362/89 -381 The Public Works Department has reviewed and approves the site plan for the above mentioned development, including revisions submitted April 9. This approval is for Public Works review only. You are referred to the Fire, Planning, and Building Departments for their approval. Please call Denise Millard, Permit Coordinator, at 431 -3672, to have the following permits prepared for pickup: 1. Curb Cut /Sidewalk /Access Includes Private Roadway (Permit = Fee $25.00) Sunwood Boulevard will remain a private street. All maintenance not directly associated with the City's sewer and water mains is the responsibility of the property owner. 2. . Channelization /Striping /Signinq (Permit Fee = $25.00) 3. Sewer Main Extension - Private (Permit Fee = $25.00) These sewer mains are to be private, and maintenance of the private mains and associated side sewers is the responsibility of the property owner. 4. Sanitary Side Sewer (Permit Fee = $240.00) (See Attachment "A ") Special connection charges are waived due to prior participation in LID 29. Mr. Gary Steinvall May 3, 1991 Page 2 Required for the Hauling Permit: 5. Fire Loop /Hydrant (2) (Permit Fees = $50.00 ($25.00 ea.) 2 vaults and 1 hydrant) You must also obtain authorization for the fire system through the Tukwila Fire Marshal. 6. Hauling Permit (Permit Fee = $25.00) A. Route Map 4 c, ` B. A Copy of $2,000 surety bond (filed with the City Clerk) C. A copy of a $1,000,000 minimum property damage/ bodily injury liability insurance policy. 7. Landscape Irrigation (Permit Fee = $25.00) The 4 sets of landscape irrigation plans, based on the approved landscape plan, must be submitted for approval prior to issuance of this permit. The landscape irrigation must be separated from the potable water supply by a DOH approved double check valve assembly. 8. Water Meter - Permanent, 7 1 1/2" service and 1 3/4" service (Permit Fee $4,375.00 - $625.00 ea. for 1 1/2 ", $260.00 ea. for 3/4 ") (See Attachment "A ") Special connection charges are waived due to prior participation in LID 29. Please provide easements for the City to enter your property to read these meters prior to receiving a certificate of occupancy. Please fill out the Bill of Sale and return to Arline McCready for processing. 9. Deduct Meter (No Fee Permit) The location of the deduct meter shall be shown on the landscape irrigation plan. Developer shall request permit and have signed off prior to City activating meter reading. 10. Storm Drain (Permit Fee = $25.00) 11. Grade and Fill (Permit Fee = $210.00) The site topsoil is to be retained per the direction of the landscape architect for the project. The soils engineer of record shall be required to certify the work. cx° Ross S. IHeller Senior Engineer Mr. Gary Steinvall May 3, 1991 Page 3 Erosion Control & Sedimentation will be as per the plan. The City may require additional measures if erosion and siltation is not completely contained on site. This application was processed prior to adoption of the current Land Altering Ordinance and is therefore subject to requirements of the Uniform Building Code, Chapter 70. I have included a copy of the Metro Non - Residential Sewer Use Certification. You are required to complete the form and forward copies to Renton and Metro. Please complete the attached Informal Adjustment Request Record requesting a change of rate category, include a copy of the site plan and estimate of impervious surface as a percentage of total parcel area, and return this to the Public Works Department. This information will be required before a Certificate of Occupancy is issued. Please contact Greg Villanueva at 433 -0179 to arrange for a pre - construction conference prior to beginning construction. If you have any questions, please feel free to call me at 431 -3673. Sincerel Enclosures: 12 (Plan, Metro Form, IARR, 8 Bill of Sales for water meters and Attachment "A ") RSH /arc:RSH07:sunwood4 xc: Greg Villanueva, Inspector - w /site plan Denise. Millard, Permit Coordinator PW Read File, Dev.File:Sunwood III Sunwood III (aka 62nd Ave Apartments) Grade & Fill Permit Fees Total Yardage = 7,895 Plan Review, first 10,000 Permit, first 1,000 $9 ea. add 1,000 30.00 117.00 63.00 TOTAL $210.00 E . November 12, 1993 Cert No. 9302 -74 Dear Mr. Larson: D- nis H. Stack President DHS:lam CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E., 125TH PLACE KIRKLAND: (208) 623 -9800 SEATTLE: (20BJ !6700 KIRKLAND, WASHINGTON 96034 FAX: (206) 823 -2203 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Crystal Ridge Phase II 15345 Sunwood Boulevard Permit Nos. SEE BELOW This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. Permit No. 6543 Reinforced concrete Permit No. 6544 Reinforced concrete Permit No. 6545 Reinforced concrete Permit No. 6546 Reinforced concrete Permit No. 6550 Reinforced concrete Permit No. 6551 Reinforced concrete and epoxy doweling Permit No. 6556 Reinforced concrete Permit No. 6557 Reinforced concrete and epoxy doweling Permit No. 6559 Reinforced concrete and epoxy doweling Permit No. 6560 Reinforced concrete Permit No. 6561 Reinforced concrete and epoxy doweling Permit No. 6562 Reinforced concrete and anchor bolts Permit No. 6563 Reinforced concrete All work inspected conformed to Tukwila Building and Land Development approved plans, specifications Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 10 -1 -93 and is number 82946. Respectfully, CASC TESTING LABORAT! :. , INC. �l EVERETT: 12081 259 -0617 RECEIVED NOV 171993 COMMUNITY DEVELOPMENT 8;S 70002c .M 388 DEPARTMENT OF LICENSING. BUSINESS LICENSE SERVICES, OLYMPIA, WA 98504 TOLL FREE 800.562 -8203 i2061 753-4401 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A . ;COAST: CQIIT -: *GENERAL s ST�YIVAL1 CONSTRUC C* CO P t02T2438' iCL ICu m -' - : 98.0832458 =.. STATE OF WASHINGTON F826-062-000 (842) tC01 _ ' . STE /NCC131C0 02/3.1190. 8;S 70002c .M 388 DEPARTMENT OF LICENSING. BUSINESS LICENSE SERVICES, OLYMPIA, WA 98504 TOLL FREE 800.562 -8203 i2061 753-4401 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A . ;COAST: CQIIT -: *GENERAL s ST�YIVAL1 CONSTRUC C* CO P t02T2438' iCL ICu m -' - : 98.0832458 =.. STATE OF WASHINGTON F826-062-000 (842) TO:' Schneider Homes, Inc. 6510 Southcenter Blvd. Tukwila, WA 98188 Certificate for filing Proposed Plat Dear Sirs: In the matter of the above described plat, submitted for your approval, this Company has examined the raoords of the County Auditor and County Clerk of King County, Washington, and from such examination hereby certifies that the title to the following described land, situate in said King County, to -wits VESTED INs PLAT CERTIFICATE SCHNEIDER HOMES, INC., a Washington corporation Subject to the exceptions shown herein. No` search has been mace as to the taxes and assessments. Thit Certificate shall have no force or effect except as a basis for the Certificate applied for. Records examined to MARCH 27, 193E at 8:00 P.M, Our Order No. 952E8 Charges $175.00 Tax: $14.35 LAWYERS TITLE ••NY QF WASHIN N, IyC. d 4 { r V I / BY: Rick Schell, Senior Title Officer "Ariita Baxter, Assistant Title Orficer Belinda Turner, TITLE ASSISTANT (206) S8 ' -6Z0E FAX (m) 667-91" Direct (us) 6E2 -1077 3500 188TH ST., SW 41300 LYNNWOOD, WA 98037 IG08) 771 -3031 1230 B, 336TH STREET FEDERAL WAY, WA 98003 (2('G) 674-5315 600 UNIVERSITY ST., #I2428 SEATTLE, WA 96101 (2 06) 682-6006 DESCRIPTION: PARCEL A: THAT PORTION OP TRACT 11 OP INTERURBAN ADDITION TO SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 55, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: I►RGINNINU AT A POINT ON TIIE BAST LINE OF 3A11► TRACT II WHICH IN 102.10 PEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE CUNTINUINO NORTH 00.08' WEST 150.80 FEET TO THE NORTHEAST CORNER OP SAID TRACT 11; THENCE SOUTH 80.52' WEST AI.ONU THE NORTHERLY LINE THEREOF 300.00 PEET; THENCE SOUTH 00.00' EAST 900.14 PERT i THENCE NORTH 89'52' EST 141.05 PERT; THENCE NORTH 00'08' WEST 30.20 PEET; THENCE NORTH E9'52' EAST 150.21 FEET TO THE POINT OF BEGINNING; EXCEPT THE EASTERLY 5.00 FEET AS CONVEYED TO THE CITY OF TUKWILA IIY DEED RECORDED UNDER RECORDINU NO. 1909040818; SITUATE I N THE CITY OP TUKWILA, COUNTY OF K I N G , STATE OP WASH I NIITON . PARCEL B: LOT 1 OF CITY OF TUKWILA SHORT PLAT NO. 81- 30 -5S, ACCORDING TO THE SHORT PLAT RECORDED UNDER RING COUNTY RECORDING NO. 8112100483; TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITY PURPOSES OVER THE 30 FEET OP THE EAST 480.OR PEET AND LYING SOUTH OF THE NORTH A90.00 FFF. -/ OF TRACT 11 INTERURBAN ADDITION TO THE CITY OP SEATTLE, AS PER PLAT RECORDED IN VOLUME 10 OP PLATS, PAGE 55, RECORDS OF KING COUNTY; SITUATE I N TOE CITY OF TUKWILA, COUNTY UP KING, STATE OP WASH I NOTON . EXHIBIT A RECEIVED CITY OF TUKWILA NOV 13199 PERMIT CENTER PM F, 2 0791440 W -1U -U 14K1 14;b( SUHNLI U.R KUMhb 1NU Page No. 2 Order No. 95228 DESCRIPTION: PARCEL A: That portion of Tract 11 of INTERURBAN ADDITION TO SEATTLE, as per plat recorded in Volume 10 of Plats, Page 55, records of King County, described as Follows= Beginning at a point on the East line of said Tract 11 which is 162.79 feet North of the Southeast corner thereof; THENCE continuing North 00 West 359.88 feet to the Northeast corner of said Tract 11;; THENCE South 89 West along the Northerly line thereof 300.86 feet; THENCE South 00008' East 388.14 feet; THENCE North 8945'e' East 141.65 feet; THENCE North 00 West 38.26 feet; • THENCE North 89052+ East 159.21 feet to the Point of Beginning; EXCEPT the Easterly 5.00 feet as conveyed to the City of Tukwila by dead recorded under Recording No. 79090406161 Situate in the City of Tukwila, County of King, State of Washington, PARCEL B: Lot 1 of City of Tukwila Short Plat No. 81- 30µSS, according to the short plat recorded under 'King County Recording No. 8112100483; TOGETHER WITH an easement for ingress, egress and utility purposes over the West 30 feet of the East 480,86 feet and lying South of the, North 280.00 feet of Tract 11 INTERURBAN ADDITION TO THE CITY OF SEATTLE, as per plat thereof recorded in Volume 10 of Plats, Page 55, records of King County; Situate in the City of Tukwila, County of King, State of Washington, 4 HAX NU, 'Z42,Llab r. U4 Page No. 3 Order No. 95228 1, EASEMENT AND CONDITIONS CONTAINED THEREIN, AS DISCLOSED BY BY INSTRUMENT: Recorded: JUNE 15, 1979 Recording No.: 7906150932 Purposes Ingress, egress, drainage and utilities Affects: The description contained therein is not sufficient to dietaries its exact location within the property herein described Affects: Parcel A 2. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: JUNE 24, 1980 Recording No.: 8006240436 In Favor Of: Puget Sound Power & Light Company, a Washington corporation Purpose: Right to construct, operate, maintain, repair, replace and enlarge an underground electric transmission and/or distribution system Affects: A right -of -way 10 feet in width having 5 feat of such width on each side of a centerline described as follows: The centerline of Grantee's faclitiea as constructed or to be constructed, extended or relocated Affects: Parcel A and other property 3. EASEMENT AND CONDITIONS CONTAINED THEREIN, AS GRANTED BY INSTRUMENT: Recorded: AUGUST 25, 1980 Recording No.: 8008230582 In Favor Of: Pacific Northwest Bell Telephone Company, a Washington corporation Purpose: Right to pleVe, construct, operate and maintain, inspect, reconstruct, repair, replace and keep clean underground communication lines Affects: A strip of land 10 feet in width having 5 feet of such width on each side of the lines as placed Affects: Parcel A and other property 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Citizens Service Corporation and Bunwood Condominium Association And: 62nd Avenue Southwest Limited Partnership Recorded: JANUARY 10, 1990 Recording No.: 9001100500 Purpose: Settlement agreement 5, AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Between: Michio Kato and Hisako Kato And: 62nd Avenue Southwest Limited Partnership Recorded: JANUARY 2, 1991 Recording No.: 9101020100 Purpose: Construction easement APR -10 -92 FRI 14.59 Page No. 4 Order No. 95228 SCHNEIDER HOMES INC FAX NO '2424209 6. EASEMENT AND CONDITIONS CONTAINED "HEREIN, AS GRANTED BY INSTRUMENT* Recorded: MAY 26, 1980 Recording Ncs. t 8205250591 In Favor Oft City of Tukwila, a municipal corporation of King County, Washinpt -n Purposed Water and sanitary sewers Affects Parcel A and other broperty 7. EASEMENT AND CONDITIDNS CONTAINED THEREIN, AS 9RANTED BY INSTRUMENT* Recorded: FEBRUARY 26, 1991 Recording 91 02250457 In Favor Oft Puget Sound Power & Light Company, a Washington corporation Purposes An underground electric transh,tssion and /or distribution system with all nrvessary or convenient appurtenances therefor Affects: Parcel 5 r.uo 8. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF* Between: 62nd Avenue S.W. L.P. Ands TCI Cablevision of Washington, Inc. Recorded: NOVEMBER 5, 1991 Recording No.t 9111051238 Purpcset Right of entry agreement 9. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIDR TO MAY 1ST, THE SECOND HALF ARE DUE PR1 R.''TO NOVEMBER'1ST. Years 1992 ., Amount Billed: t5,361.20 Amount Paid t $0.00 Amount Due: t5, 361.2¢+ Tax Account No.t 353700 - 0200 -01 Levy VAR, 2380 Value of Lands $440,500.00 Affects: Parcel A 10. GENERAL TAXES PAYABLE AFTER FEBRUARY 15TH: THE FIRST HALF TAXES ARE DUE PRIDR TO MAY 1ST. THE SECOND HALF ARE DUE PRIOR TO NOVEMBER 1ST. Years 1992 Amount Bi11eds $2,627.66 Amount Paidt $0.00 Amount Duet $2,627.56 Trax* Acco'trit • Nr, t 359700-0808-03 Levy Code: 2380 Value of Land t $215,900.00 Parcel 5 APR -10 -92 FRI 14159 Page No. 8 Order No SUES Grantor! Trustee! Beneficiary! Original Amounts Dated; Recorded: Recording No.; ET /mb SCHNE I DER HOMES INC 11. DEED OF TRUST AND ADDITIONAL ADVANCES, IF ANY AN FAX NO. 2424209 cm 62nd Avenue South West Limited PartnerohiPONDI7I0NS THEREOF; Stewart Title Company The Commerce Bank of Washington, ' A. $750,000.00, plus interest FEBRUARY 19, 1992 FEBRUARY 20, 1992 92022 1234 r.uI THANK YOU FOR YOUR ORDER. IF WE MAY BE OF FURTHER ASSISTANCE, PLEASE FEEL FREE TO GIVE US A CALL AT (206) 682 -6006 FAX (206) 667-9967. APR -10 -92 FRI 15:00 N I /' SCHNEIDER HOMES INC 44 g137.a, 0 40 1014 0 ItA? FAX NO, 2424209 1 -so 4040 Nh r, n r, uo 3RDER NO, ESCROW NO. MORTGAGOR PLAT MAP Vol /y PC�. 153RD N0 g b C pl g dw t s • 440 ,c■,, 0 44,0 0 11. • � 7N JI 19 I s This map does not purport to show alrhighweys, roads or easements at retIng said property: no liability iq 1. ■■■•■rM■0 0 0 0 00 Iin $ 1 9203061637 SCHNEIDER HOMES INC 62nd avenue southwest '11TLE INSURANCE OMPI,NY Mtn Me WOOD /0 Weir Cr lomm eeconoeo a£ruw to 141Irt hierettai ► 114. ___ 6110 sounctasi ]ILVp, 8BATT'L1i VA 4$188 c*e cite S TAT'1JTOUW WARMAN .rat DEED ' 188E QUM 62s Ms= LV. lam ZatIngsirtf, • o1NRI Wt IM/SO rAVIOILSIMO, for ant to enaaiderrstion of 10 me onoo taws as min IMAM miltallUZION in brad , toms Mad wRrabta to samanimAmo, rm., A IMMOMBOVOO 011, the tdllovJ.or described real estate, sittrted in Ole County of Nims, State or leshiostOat Six. 1401 aticr4Stt,a atta *4 berete Nast MEI •L«. EDw8CT IV, Maamemats, MeStrietInuo, lhoefteetfel, eMl 111,dnioaa of t+oei4, aw. FAX O. 2424209 RUM FQR MOM AT 2i1barSIM azol Alt, NT E BOX tea M. WA NW J on this 'Of VebCe, 199x before me, the underatisei, a se � !er tba tt if ia0bioston 1y t onedesiosed pod stem Li to ne kao a to t President of s?. avers ...... T�ttgjo era t�tt wted f ea t t an m` L t sa r of ptpotp, Yoe to bet t andu 'i y act w deed Q aee�ptst r t - - -- t!r~ oa Sad ya �te1b�r e n aestioaed, Said o oath► Stater that ho Mla h¢rised to e�otoot the aaia lostruaent and that the sad %ttiind tit any) is abs norm seal of Saki aorporatIn %. . tiil►dt under sty tent and etfti isi east tha die and Year above urdttes. 00'd '1b101. PO'd 623ozorh .4au„u l U I•I ILO ll'IV F� eT PD�ngall H OP BO $O� R'L' 000011 ,06 X 00 0 TUN= MTN SD DECP,a>pe TRUMP 00 . IG PITT TORN= sat1T8 0 D NORTE - CD BOTH 00 D. 3 08 a � E NORTH tom to as 42 r rin IYUI G4G4GUU • REMY .A. 1 =On OlSoarnosil. rAz • M Mon 11 1 SOR T 2 3AE` iusG a0 e T*G'E' t =TV AN Past I $ORTH 0110.00 GP OP n I 4,- 4.,4 4.. THAT PoRTXON OR TRACT am OP WAESplaswirotr goes 01+ sup 5'1R OT . armtC�B IS 142479 06022120 06 MI MT 359.1* TO TOR RIXOTRE EMT U =NUM ow ZS CAMS 1811 .2 4 : a TO TOE Po!31T 0? 1'l iU DU D l Rb1P0 DER S ALAD ygn 10. 7900 Q 11 10404 '�'!f Or mOrara AY 5 3 • T AT* !it TER OP T COUIIri Or !Z , gun 07 1111 '0 . A 5 O. 8 n9 40sl Y 0: ., ILY'EV *MOM > t "TR FS I" E 410 ,1L T l 10 0 JUTS, x, 1102 45, BROOM SxTUATE iN Tim my 00 TTRNTLab 00tlK'1i 0! NINO, STATE DI i11mt . • i MAI Date of Proratffnarc Escrow Officers Mia A. StedgberAer Property Address: 62V0 AYE & SUNVOOD BLVD, 11iKWILA, WA ..,. SELLING PRICE MUDS mum t 1 3 crow Fee salad Tax - Settlement Fee pOOBDXNQ CHAR0C0/ : Deed TOTALS Sys Ea'd GMR080f 6$LLER; 62ND AVENUE S.W. LIM1TLD PAETNBRSk1IP PODS DEPOSITED AT CLOSING Earnest Money E�tTEN IOE SEE TOTAL AMOUNT DUB PROM BUYS TRA? UMRR tCA TITLE INSURANCE COMPANY His A, to arm, crow Oskar MI • r SETTLEN T MINT: Transamerica Title Ineuranoe Company 320 - 108th Avenue N I E. teal:mu , Wauhtttaton 98004 &tam Na► 732372MS March 6, 1992 PAGE 1 OP 1 bl4 CRE XT 500.000.00 650.00 53.30 Coo 399,268,37 50,000.06 Taxes p1 s) : 7,900.86 AT aini 0 -92 TO 3-0692 1,442,43 50,000.00 0.00 $ 500,711.30 $ 500,711,30 Federal Resister I Vol. 56, No. 44 / Wednesday. March 8, 1991 Rules and Regulations Section 3. Fair Housing Act Design and Construction tquirements The regulations issued by the Departmental 24CFR 100.205 state: 100.205 Dis t and e«et►ustion requirements. (a) Covered multifamily dwellings for first occupancy After March $3. 2993 shell be designed end eonstrected to have at beasa one b dI%etatraaee on an accessible route unless It is impractical to do so because of the terrain or unusual characteristics of the site. For purposes of this section. a ' covered multifamily dwelling opal/ be deemed to be designed and constructed for first occupancy on or before March 13. 1991 if they are occupied by that date or if the last building permitorrenewel thereof for the covered multifamily dwellings Is issued by a State. County or local government on or before January . , 13. 1990. The burden of establishing Impracticality because of terrain or unusual site characteristics is on the person or persons who designed or constructed the housing facility. (b) The application of paragraph (a) of this section may be Illustrated by the following examples . Example Ilk A reel estate developer pings to construct six covered multifamily dwelling units on • site with a hilly terrain. Because of the terrain. It trill be necessary to climb a lone end steep stairway in order es outer the `• dwellir.gs. Since there is no practical way to provide an accessible route to any of the dwellings. one need not be provided. Example iaa A real estent developer plans to construct a building consisting of 10 units of multifamily housing on • waterfront site that floods frequently. Because of this unusual characteristic of the site. the builder piens to construct the building on stilts. It is customary for housing la the geographic area when the site is located to be built on stills. The housing may tearfully be constructed an the proposed site on 511(11 even though this means that there will be no practical way to provide an accessible route to the building entrance. B.sontple pp A reel estate developer plans 50 canenuct • mvltsfemily hauling facility on • particular site. The developer would like the facility to be built an the ate to contain es many units as possible. Because of the conftgvretien and terrain of the site. (i is possible so construct a building with 103 units on she site provided the site does not have en ercestible route leading to the building entrance. Ii is else possible sa construct a building en the site with an accessible route leading to the building entrance. However. such • building would have no more then too dwellingvnits. the building to be constructed on the site must Moe a building entrance on en accessible rouse because it Is not impractical to provide such as entrance because of the serous or unusual charaueriasico of the she. • tel All coveredsnuhifamily dwellings for firs! occupancy after March 13. 1991 with a building entrance on an accessible route shall be designed and constructed in such • manner that— tit The public and common use areas are readily accessible to and usable by handicapped persons: (2) All the doors designed to allow passage into and within all premises are sufficiently wide to allow passage by handicapped persons in wheelchairs: and (3) All premises within covered multifamily dwelling units contain the following features of adaptable design: (I) An accessible route into and • through the covered dwelling unit: (II) Light switches. electrical outlets. thermostats, and other environmental controls In accessible locations: (ill) Reinforcements► in bathroom walls to allow later installation of grab bars around the toilet, tub. shower, stall and shower seat, where such facilities are provided: end (iv) Usable kitchens and bathrooms such that en individual in a wheelchair can maneuver about the space. (dine application of paragraph (c) of this section may be illustrated by the following examples: Iaomple Irk A developer plans to construct a 100 end condominium apartment building with one elevator. In accordance with paragraph Isl. the building bet et least one accessible route leading to an accessible entrance. Ali 100 units are covered multifamily dwelling units and they all must be designed and constructed to that they comply with the sccesaibiiity requirements of paragraph is) of this socuota. CaomoJe I2fr A developer plans to consen.cl Oprden epertmems is o throe story Wilding. The building swill not hoe as elevate,. The building will Meve one accessible entrance which wilt be on the first Vow. Sines the isuading sloes not human elevator...oily she'powtd pea" units ors covered multifamily wails. The `ground floor is the ruse floor beeeuee iltes is she floor Snit Ilea se accessible eateance. Ali skint dwelling units ea the first floor must meet she • accessibility requitemenu Of paragraph !clot ibis wain* and vault lave some seal lasses .ruse of each type af common use wee available for residents is the building. (e) Compliance with the appropriate requirements of ANSI A117.1.1988 suffices to satisfy the requirements of paragraph (e)(3) of this section. (f) Compliance with a duly enacted law of a State or unit of general local government that includes the requirements of paragraphs (a) and (c) of this section satisfies the requirements. of paragraphs (a) and (e) of this section., (g)(1) It is the policy of HUD to encourage States and units of general ; local government to include. in their existing *medusas for the review and approval of newly constructed covered multifamily dwellings. determinations as to whether the design and construction of such dwellings are consistent with paragraphs (a) and (a) of this section. 12) A State or unit of general local governments review and approve • newly constructed multifamily dwellings for the purpose of making determinations as to whether the requirements of paragraphs (e) and (c) of this section are met. (h) Determinations of compliance or • noncompliance by s State or a unit of general local government under paragraph (1) or (g) of this section are not conclusive in enforcement proceedings under the Fair Housing Amendments Act. (i) This subpart does not invalidate or limit any law of a State or political subdivision of a State that requires dwellings to be designed and constructed in a manna that affords handicapped persons greater access than is required by this subpart. tr SPE FICATI0NS INNER -SEAL OSB LAP AND PANEL SIDINGS 2 !S Net;incc CTjmber 0a a c� (Ils. 6 , Ope rat p i in,23 s s THE INNER -SEAL OSB STORY The L -P Difference Inner -Seal OSB is revolutionary in the wood products industry. In 1980, the year we began producing non - veneer panels, Louisiana - Pacific Corporation ("L -P ") manufactured 196 million square feet of non - veneer struc- tural panels. In 1989, that number was nearly 3 billion square feet of Inner -Seal Oriented Strand Board products. This kind of growth can only come from a product that clearly out - performs the competition. And Inner -Seal OSB's Strands oriented along length of panel face. Core strands arranged in random or cross orientation. Strands oriented along length of panel back. superiority over plywood, and other non - veneer oriented strand board panels, has been proven in nearly every application. Consistent Quality Inner -Seal OSB is engineered better right from the beginning. Wood is, without a doubt, the best building material there is. Unfortunately, wood doesn't grow as perfect as we might like. L -P found a way to take smaller, more economical trees, remove the knots, grain defects and irregularities, and turn them into wood shapes of an exact and ideal length, width and thickness. Those shapes are then saturated with L -P's exclusive binder, arranged into layers for maximum strength and stability, then bonded under extreme heat and pressure. The result is a panel that resists mois- ture throughout, as well as on the sur- face and at the edges. A panel of consistent composition, but without the open knotholes, hidden voids, swelling and splitting problems of ply- wood. A product that delivers consis- tent, dependable characteristics in every situation. Consistent Stability Inner -Seal OSB is one of the most dimensionally stable wood products available. Its ability to resist moisture from the inside out is a critical factor at the job site - during and after construction. Consistent Performance The unvarying composition and den- sity make Inner -Seal OSB products a pleasure to work with. They're extremely strong. Nails and staples go in smoothly and evenly and hold well, without splitting, even near the edge. These are the proven properties that combine to make Inner -Seal OSB pro- Alter the strands are saturated with an exclusive water - resistant resin binder, they are arranged into three layers and compressed under extreme heat and pressure. This method of orientation results in greater strength, rigidity and stability. ducts revolutionary in the wood prod- ucts industry today - and tomorrow. Environmentally Conscious Louisiana - Pacific uses only small, plen- tiful trees to make Inner -Seal OSB pan- els. The products' strength comes from our innovations, not from the size and kind of trees we use. So when you use them in place of sawn wood or plywood sidings, you're reducing the industry's dependence on our forests' old- growth timber. In an atmosphere of increasing environmental activism, and a shrinking supply of resources, Louisiana- Pacific firmly believes that Inner -Seal OSB panels are the future of the building industry. INNER -SEAL SIDINGS The Better Choice Inner -Seal lap and panel sidings rep- resent a major advance in wood tech- nology, and a whole new category in siding. They out - perform plywood, hardboard, lumber and other conven- tional sidings, by virtue of their unique oriented strand board substrate and protective overlaid surface. Lasting Protection Inner -Seal sidings are finished with an exterior grade resin overlay and primed to create a protective skin that can withstand the toughest weather conditions. The sidings are designed to repel water and the long -term dam- age It causes. They resist cracks, splits, splinters, denting and corroding. Inner -Seal OSB lap siding enhances the exterior appearance of this custom single - family home. Built -In Beauty The resin overlay on Inner -Seal lap siding is available with a smooth finish or embossed with a rich cedar grain texture, and then edge sealed for moisture protection. The overlay absorbs paint uniformly and keeps a beautiful finish longer. Easy To Install Panels arrive at the job site primed and ready to install. No special tools are required for installation. Nails go in smoothly and evenly and hold well without splitting, even near the edge. Recommended top nailing of Inner - Seal lap siding improves the finish appearance. Inner -Seal panel siding is available in standard 4' x 7' and 4' x 8' panels as well as oversized 4' x 9' and 4' x 10' panels. These oversized panels elimi- nate the patching necessary with 4' x 8' panels for 18', 20', 27' and 30' exterior walls. Energy efficiency and shear strength are also increased with these longer lengths. A QUICK QUALITY OVERVIEW Superior Composition Inner -Seal sidings stay flat and stable throughout the construction process. They reduce warping, buckling, bulging, splintering, swelling or delaminating. Sidings are dimensionally stable and durable. Their strength and unvarying density makes them easy and pre- dictable to work with. They are uniform in weight and density from edge to edge and consistent throughout, with no hidden Irregularities. Building Code Acceptance Inner -Seal lap and panel sidings meet the American Plywood Association's Rated Siding Performance standard and have building code acceptance under the National Evalua- tion Report which is accepted by ICBO, BOCA, and SBCC. In addition, the Inner -Seal structural board substrate is covered by HUD Materials Release No. 996. The engi- neered resin- saturated overlaid surface exceeds the minimum require- ments for paper overlay as covered In the U.S. Products Standards PS 1 -83 Paragraph 3.6.8.1. Wall Construction Inner -Seal lap siding can be applied to either sheathed or unsheathed walls. On unsheathed walls, studs or furring strips should be spaced no more than 24' o.c. Bracing of frame walls must be provided by diagonal bracing or other adequate methods. Inner -Seal OSB or plywood sheathing for frame walls is recommended as a low -cost energy saver. On such sheathed walls, studs may be spaced 16" or 24" o.c. Condensa- tion within the walls of heated build- ings must be prevented by proper installation of a continuous vapor bar- rier such as polyethylene film on the warm side (interior) of all exterior walls. LAP SIDINGS Physical Description Thickness 7/16' Width' 6' 8' 9.1/2' 12' Length 192' (16') smooth lap available in 12' Surlace rough sawn cedar texture, smooth surface 'Nominal. Subtract 1/8' Product Packaging — Textured Lap Width Pcsrodl Wl/bdl Bas /unit Width Pcsrodl Wt/bdl Bdls /unit 6' 8' 9.1/2' 12' 10 pcs. 8 pcs, 8 pcs. 8 pcs. 120 lbs. 130 lbs. 150 lbs. 190 lbs. 32 bdls. 30 bdls, 25 bdls, 30 bdls, Product Packaging — Smooth Lap 6' 8' 9.1/2' 12' 4 pcs. 4 pcs. 4 pcs. 4 pcs. 55 lbs. 70 lbs. 85 lbs. 105 lbs. 64 bdls. 48 bdls. 40 bdls. 32 bdls. Top Nailing for Better Looks Inner -Seal lap siding gives you the flexibility of either conventional instal- lation methods or top nailing, for a better looking finish. Top nailing elimi- nates most exposed nails allowing the beauty of the smooth or wood grained finish to show, Short Form Specs "Siding shall be nominal 7/16' x (spec- ify width) by 16' Inner -Seal (specify smooth or cedar texture), overlaid lap siding as manufactured by Louisiana - Pacific Corporation, Portland, Oregon, and labeled and classified as conform- ing to American Plywood Association's Siding Performance Rating Standards PRP 108, as well as National Evaluation Report QA397 and HUD /FHA Materials Release 996." "Installation workmanship shall con- form to manufacturer's current installa- tion techniques and recommendations as included in siding bundle units." 3 PANEL SIDING Physical Description Thickness 7/16' Width 4' Lengths 7' 8' 9' 10' 12' 16" Patterns 4' channel groove, 8' channel groove, plain Edges shiplap, square Surlace rough sawn cedar texture Standard unit 80 pcs. ' 9', 10', 12', 16' based on availability Wall Construction L -P Inner -Seal panel siding may be applied directly to studs spaced 16" or 24" o.c. The panels may be applied over structural or non - structural sheathing also. Panels are normally applied vertically, but can he applied horizontally if the horizontal joints are blocked and butt joints are caulked or concealed with batten strips. Structural properties of the panel sid- ing add shear strength and rigidity to the exterior walls. Inner -Seal panel siding serves as structural sheathing, reducing the need for corner or diago- nal wall bracing according to the American Plywood Association. Build- ing paper is not normally required if panel siding edges are shiplapped or square edge panels are caulked. Refer to local building and energy code requirements for your area. While siding may be applied directly to studs, wall sheathing is recommended for all heated buildings. Inner -Seal OSB sheathing provides low -cost energy savings. Condensation within walls of heated buildings must be prevented by proper installation of a continuous vapor barrier such as polyethylene film on the warm side (interior) of all exterior walls. Before beginning installation, be sure flashing and drip caps are applied over door and window openings. Check general wall construction to be sure that studs and other framing members fall uniformly on 16" or 24' centers and that walls are plumb and square. Shear Wall Values Panel siding has a shear value of 180 lbs. when nailed 6' o.c., and a shear value of 270 lbs. when nailed 4" o.c. When designed for shear walls, a dou- ble nailing system is required to obtain shear loads equivalent to 5/16" APA° Rated Sheathing Exposure 1. INNER -SEAL OSB LAP AND PANEL SIDINGS Inner -Seal OSB panel siding applied board- and-batten style and prefinished with Olympic Machlnecoat for a scuff- resistant, long - wearing finish with even color. Short Form Specs "Siding shall be nominal 7/16" x 48" x (specify length) Inner -Seal primed, panel siding, the face of each panel should be grooved (use appropriate on center grooving dimensions) or ungrooved, as manufactured by Louisiana - Pacific Corporation, Portland, Oregon, and labeled and classified as conforming to American Plywood Association's Siding Perfor- mance Rating Standards PRP 108, as well as National Evaluation Report QA397 and HUD /FHA Materials Release 996," "Installation workmanship shall con- form to manufacturer's current installa- tion techniques and recommendations as included in siding bundle units." GENERAL INFORMATION Job Site Storage Inner -Seal siding is an all -wood prod- uct bonded with a waterproof resin. However, like any wood product, mate- rial must be stored off the ground, under a roof or a waterproof covering. Maintenance and Repair If Inner -Seal siding is accidentally damaged on the job, repairs are easy to handle. For example, small con- struction dents or gouges should be sanded, filled with an exterior wood base putty, allowed to dry, then reprimed with a quality latex base • primer before final finishing. Finishing Immediately after installation, remove any construction dirt or fingerprints with a stiff bristle brush and mild detergent. Touch up any small areas of prime coat damage as described under Mainte- nance section. Within 90 days of siding installation, paint must be applied. The paint rec- ommended for Inner -Seal siding is a good quality, acrylic or 100% acrylic latex exterior paint formulated for wood siding. Two unthinned coats of paint are recommended for best performance. Be sure all bottom edges are fully painted. If you have any question on compatibility of paint or stain products with the factory applied acrylic latex primer, consult your building materials dealer or paint supplier, Limited 25 -Year Substrate Warranty Loulsiana- Pacific Corporation ( "L -P ") warrants the Inner -Seal substrate of its siding (the "substrate "), when installed according to the current published installation and application instruc- tions, and when properly maintained for a period of 25 years from the date of purchase, against manufacturing defects in material, hail damage, checking, chipping, or cracking of the basic substrate face under normal conditions of use and exposure, Limited 5 -Year Prime Coat Warranty L -P warrants the prime coat finish on the substrate, when the Inner -Seal siding is installed according to L -P's published installation and application instructions, and when properly main- tained for a period of five years, against blistering and peeling under normal conditions of use and exposure. Please contact Louisiana - Pacific Corp. for a copy of the detailed installation instructions and full warranty terms and conditions. Exterior Trim and Soffit Panels New Inner -Seal exterior trim and soffit panels combine quality inner -Seal OSB with an exterior grade resin and smooth overlay surface. Exterior trim and soffit panels are ideal for a variety of defect -free non- struc- tural residental and commercial uses. Contact L -P for specifications, installa- tion information and samples. THE INNER -SEAL OSB FAMILY OF PRODUCTS Inner -Seal Textured and Smooth Lap Siding Inner -Seal Panel Siding Inner -Seal OSB Sheathing Inner -Seal OSB Structural 1 Rated Panels Inner -Seal OSB T &G and Square Edge Flooring Inner -Seal Exterior Trim Inner -Seal Soffit Panels Inner -Seal OSB Concrete Form ADDITIONAL DATA AVAILABLE For more information, write to: L -P Customer Services, PO Box 19010 -LP, Portland, Oregon 97219 -0010. Request the materials and information you are interested in receiving for each product: samples, specification sheets, installation instructions, war- ranty information, code approvals, shear wall values. FOR DISTRIBUTOR INFORMATION AND SPECIFICATION DETAILS CONTACT: (708) 517 -8833 Chicago, Illinois (409) 756 -0541 Houston, Texas (714) 582-0977 Los Angeles,•California Louisiana•Pacific 111 SW Fifth Avenue Portland, Oregon 97204 (503) 221 -0800 Cable: LOUPAC FAX: (503) 796 -0204 1a, Loulsiana•Pacifc and Inner-Seal are registered trademarks of Louisiana•Paciilc Corporation. APA Is a registered trademark of the American Plywood Association. © Louislana•Padlic Corporation 1990, All rights reserved NOTE: As we Improve our products, Loulsiana•Pacific Corporation warranties, application Information, code approvals, and performance specifications are updated. Ii this piece is more Than one year old, please contact the company for the latest inlormation. September 1990 7.8•S/S•5 25M Printed In USA I- Thank you for choosing Louisiana - Pacific Inner -Seal lap siding. We know that you will be pleased with our sid- ing's attractive appearance and per- formance for many years to come. By following these simple installation instructions, you will ensure yourself the best possible application. Adherence to these instructions will also guarantee your full protection under our 5 and 25 year limited war- ranties. If you should have any ques- tions regarding these installation instructions, please contact your sid- ing supplier or Louisiana - Pacific at the phone numbers listed on the back of this brochure, .... .... n'; •. i ?. ;r . ••r' *fr.r r,.li• ?'v�•. Macho to agradecemos el:gUeyh :i elegido ios pari�e es;zdo revest mlento • InnerSe a l,Louistana Pacific E *tubs que estara m uy complacido; con la'atractiva apanencia y rend'i miento `de;nuestros panoles cie,r revestirniento. Si'sigue estas simples instriucciones,do tnstalaci6ri`�'.logr mejor apl'ic posible.'EI, 4 miento de estas•lnstrucclonestarri,; „ bien le asegura'fota(prbteccibn:bajo. riuestras garantIas.limitadas;de5 y;2 ands: {: , �, Code Approvals Inner -Seal lap siding meets American Plywood Association siding perform- ance standard and national building code approvals. Estimating Materials Approximate quantities per thousand square feet of coverage: Width of Siding 6" 8" 9 -1/2" 12" Siding — sq . ft, 1,200 1,232 1,190 1,200 'Nails — Number 2,250 1,800 1,410 1,125 Caulking 12 -1410 oz. tubes Paint — Follow paint manufacturers require- ments. Note: A total dry film thickness of 2 mils is required, 'All nails must he corrosion resistant in accor- dance with federal specifications, FF- 14.105Ci as amended. Storage on Job L -P's Inner -Seal lap siding is an all - wood product bonded with a water resistant resin. However, like any wood product, the material should be stored off the ground under a roof or a water- proof covering. Job Conditions Be sure all wall materials are sound and dry before starting the siding installation. Structures having excess moisture such as wet concrete, plaster or rain soaked sheathing must be allowed to dry thoroughly before installation. Wall Construction Inner -Seal lap siding can be applied to either sheathed or unsheathed walls. On unsheathed walls, studs or furring strips must be spaced no more than 24" o.c. Bracing of frame walls must be provided by diagonal bracing or other adequate methods. (NOTE: Inner -Seal lap siding must not come In direct contact with masonry.) Inner -Seal sheathing Is recommended for frame walls as a low -cost energy saver. Inner -Seal lap siding can also be applied over structural and non- structural sheathings including plywood, asphalt - impregnated sheathing, and rigid foam insulation. NOTE: Builders are reminded that a continuous positive vapor barrier must be installed on the warm side (inside) of exterior walls to prevent condensa- tion related problems in the wall cavity. Continuous positive vapor barriers include polyethylene film, properly installed Kraft faced insulation, and foil -faced gypsum sheathing. Addi- tional energy savings may be realized by installing a layer of housewrap under Inner -Seal lap siding to reduce air infiltration into the wall cavity. A weather resistant barrier, such as Type 15 felt, rosin - coated paper or a housewrap material, approved by local building codes, must be installed under the siding when the siding is installed directly to studs, over lumber sheathing, or when required by code. Consult your local building code for approved barrier materials and method of installation. (L -P will not be responsible for any moisture related problems in the wall assembly when foil -faced or non - breathable foam sheathing is used). Caulk Fig.1 Inside Corner installation Details First install primed inside and outside wood corner trim (Figure 1). Where possible, space siding to line up with window and door trim. This will mini- mize need for cut -outs when trimming openings. Inner -Seal sidings have been used successfully in frameless construction systems including sand- wich panel and stress skin panel assemblies. Level and install starter strip of 3/8" wood lath, plywood or strips of Inner - Seal siding along the bottom edge of the sheathing. See Figure 2. Provide a minimum 6" space between ground level and the bottom of the first course of siding. ©Loulslana•Pacl is Corporation 1991. All nghls rosorvod. • s Starter Strip Width of Siding 6" 8 ", 9 -1 /2' 12" Fig. 3 Butt Joints Over Studs Fig. 2 Starter Strip Allow 3/16" space where siding butts against trim, door or window frames. Do not force siding into place. Width of Starter Strip 7/8" 1 -3/8" Install siding so that butt joints only occur over stud locations. All butt joints need to be gapped a minimum of 3/16" to allow for panel expansion. These joints must be caulked. While it is acceptable to caulk butt joints any time prior to painting, Louisiana - Pacific recommends the following method for best possible results: Nail first piece of siding in place then apply a bead of caulk approximately 3/16" wide on the end, then slide second piece of siding into contact with caulk- ing, flattening the caulk slightly. This method serves to provide an ade- quate gap as well as thoroughly seal the joint. As a further option, wood - grain textured metal joint covers may also be used to cover joints. Top Nailing Required Claveteado superior Based on favorable responses from customers across the nation, Louisiana- Pacific requires that Inner - Seal lap siding be installed incorporat- ing our innovative "top nailing" pro- cedure. The strength, stiffness and dimensional stability of Inner -Seal sid- ing make it possible for us to offer this unique application. Louisiana - Pacific requiere que los paneles de revestimiento Inner -Seal sean instalados con nuestro novedoso procedimiento de "claveteado supe- rior" (top - nailing). All fasteners must be stain and corro- sion resistant in accordance with federal specifications, FF- N -105B as amended. For power driven fastening systems, consult your fastener sup- plier to ensure acceptability. Stapling systems are not approved. Nails used in top nailing procedures should have a minimum 3/16" diame- ter head. Nails exposed on the face of siding should be box type with a mini- mum 1/4" diameter head. In all cases nails must be long enough to pene- trate a minimum of 1 -1/2" into solid wood framing. Flagging on all power nails should be removed. (NOTE: Top nailed Inner -Seal lap sid- ing, when properly installed with no exposed nails, meets the require- ments of most building codes. How- ever, occasions may arise where nails may be necessary to correct building irregularities.) Paint suppliers and L -P require that all exposed nailheads be caulked before finishing. Los proveedores de pinturas y L -P requieren que todas las cabezas de clavos que queden al descubierto sean selladas con pasta aislante antes de aplicar la pintura final. Sound building practices must be used when installing Inner -Seal lap siding. Stagger the location of butt joints from course to course at least one stud spacing apart. Start nailing at a corner or joint then proceed along the piece to the other corner or joint. Do not nail toward the center from both ends of the siding piece. This practice can create internal pressures causing the lap siding to buckle. See Figure 5 & 6 for nail locations. Shim Fig. 4 Top Nailing Fig. 7 Outside Corner Shim Fig. 5 Fig. 6 Above Openings Under Openings Top Nailing Procedure For 6" siding, nails should be placed at the top of the lap course 1/2" from edge and lap siding should be over- lapped 1" minimum so all exposed nails are hidden. For 8 ", 9 -1/2" and 12" lap siding, nails should be placed 1" from the top edge and lap siding overlapped 1 -1/2" minimum. In addition to top nailing on 12" width material place a nail at the lower out- side corners 1/2" from the edge and 1 -1/2" up from the bottom corner. Cutting Lap Siding For the cleanest cut, a fine tooth blade should be used. A crosscut handsaw or keyhole saw should be used from the siding face. If using a power saw with a combination blade or saber saw with a fine blade, make sure you cut from the back of the siding. Trim and Accessories Inner -Seal Exterior Trim is recom- mended to complement your siding installation. Inner -Seal trim boards may be used around openings and at inside and outside corners (Figure 7). Boards should be a minimum full 1" or 5/4" thick and should extend 1/4" below the bottom of the sheathing, but no closer than 6" to the ground. Securely fasten wood trim with corro- sion resistant 10d nails in accordance with Federal specifications FF- N -105B as amended. Metal outside corners are applied after siding is in place, (Fig. 8). Metal corners, "H" joint cov- ers, wood - grained textured and primed are available. Fig. 8 Metal Cap C (NOTE: Inner -Seal lap siding is not suitable for use as a fascia material.) Caulking Procedure Caulking should be a good quality, non - hardening, 100% acrylic latex with 25 -year warranty. Caulk around windows, doors, utility boxes, outdoor faucets, or wherever ends or cut edges are directly exposed. On areas where siding is indirectly exposed, such as under soffits, the ands and cut edges should be protected by either caulking, painting, or by installing wood trim over the siding. Also, apply caulking where siding butts to inside and outside corners. Follow caulking manufacturer's recommendations. Fig. 9 Over Openings Caulk Caulk Nailhead Shim Fig. 10 Under Openings Maintenance and Repair If Inner -Seal lap siding is accidentally damaged on the job, repairs are easy to handle. Severely damaged or bro- ken material should be removed and replaced. Excessive dirt, fingerprints, oil, etc. can be removed with a stiff bristle brush and a mild detergent: Prime coat damage should be care- fully sanded and reprimed with a quality alkyd base primer. Small construction dents or gouges should be sanded, filled with an exterior wood base putty, allowed to dry, then primed before final finishing. Finishing Acabado Follow the finish supplier recommen- dations for proper application tech- niques, temperature and moisture conditions, for factory primed siding in order to provide a successful application. Siga "las recomendaciones`del proveedor de'la pintura ( acabado sobre tecnicas'de aplicacibn apropiada, condiclones de tem- peratura y humedad, para los paneles de revestimiento imprimados de feb- rice con el fin de lograr la aplicacibn perfecta. Immediately after installation, remove any construction dirt or fingerprints with a stiff bristle brush and mild detergent. Within 90 days of siding installation, paint or stain must be applied. Paint and solid color stain needs to be good quality 100 percent acrylic latex for best possible results. Painters should consult paint suppliers to determine acceptability of other types of finishes. Louisiana - Pacific is not responsible for premature paint failure due to non - compatibility of other finishes with Inner -Seal sidings. 2 dry mil thicknesses are required for best performance. Be sure all drip edges are fully painted including the edge of the first or bottom course. Fol- low the finish supplier recommenda- tions for proper application techniques and acceptable temperature and moisture conditions to insure a suc- cessful application. Note: Due to the variables involved in field application of finishes, Louisiana - Pacific Corporation cannot be respon- sible for the performance of field applied finishes. Limited 25 - Year Substrate Warranty Louisiana - Pacific Corporation ( "L -P ") warrants the Inner -Seal substrate of its overlaid lap siding (the "substrate "), when installed according to the cur- rent published installation and application instructions and when properly maintained, for a period of twenty -five (25) years from the date of installation against manufacturing defects in materials, hail damage, severe checking, chipping or cracking of the basic substrate under normal conditions of use and exposure. Limited 5 - Year Prime Coat Warranty L -P warrants the prime coat overlay surface on the substrate, when the Inner -Seal lap siding (the "siding ") is installed according to L -P's current published installation and application instructions and when properly main- tained, for a period of five (5) years against blistering and peeling under normal conditions of use and exposure. Limited Prorated 5- and 25 -Year Express Warranty L -P MUST BE GIVEN A 60 -DAY OPPORTUNITY TO INSPECT THE SIDING BEFORE IT WILL HONOR ANY CLAIMS UNDER THE ABOVE WARRANTIES. IF, AFTER INSPEC- TION AND VERIFICATION OF THE PROBLEM, L -P DETERMINES THAT THERE IS A FAILURE COVERED BY THE ABOVE WARRANTIES, L-P WILL AT ITS OPTION REPAIR OR REPLACE THE DEFECT OR FAILURE OR REFUND TO THE OWNER AN AMOUNT OF MONEY REASONABLY NECESSARY TO REPAIR OR REPLACE THE DEFECT OR FAILURE SUBJECT TO THE FOLLOWING REDUCTIONS AND RESTRICTIONS. DURING THE FIRST 5 YEARS L -P'S OBLIGATION UNDER THE ABOVE WARRANTIES SHALL BE LIMITED TO TWICE THE COST OF THE SIDING (AS MEASURED BY SALES PRICES TO L -P'S DIRECT CUSTOMERS) WHEN ORIGINALLY INSTALLED ON THE STRUCTURE AT THE TIME OF THE CLAIM AS DETERMINED BY L -P IN ITS SOLE AND REASONABLE DISCRETION. DURING THE 6TH THROUGH 25TH YEAR AS DETERMINED IN THE ABOVE MANNER WARRANTY PAY- MENTS SHALL BE REDUCED BY 5% EACH YEAR SUCH THAT AFTER 25 YEARS FROM THE DATE OF INSTALLATION NO WARRANTIES SHALL BE APPLICABLE. THE ABOVE WARRANTIES APPLY ONLY IF THE INNER -SEAL SIDING IS SUBJECTED TO NORMAL USE AND EXPOSURE AND IS STORED, HAN- DLED, INSTALLED, PAINTED, MAIN- TAINED, AND PROTECTED AGAINST MOISTURE ACCUMULATION WITHIN THE EXTERIOR WALL CAV- ITIES AS REQUIRED BY L -P OR, IF NOT ADDRESSED BY L -P REQUIRE- MENTS, AS IS CONSISTENT WITH GENERALLY ACCEPTED BUILDING PRACTICES WITHIN THE INDUSTRY. FAILURE TO FOLLOW APPLICATION INSTRUCTIONS SHALL RESULT IN THESE WARRANTIES BECOMING NULL AND VOID. Claims under the above warranties should be made either to the dealer from whom the siding was purchased or to L -P: Louisiana - Pacific PO. Box P Two Harbors, MN 55616 Louisiana - Pacific PO. Box 3107 Conroe, TX 77305 DISCLAIMER: EXCEPT FOR THE EXPRESS WARRANTY AND REMEDY SET FORTH ABOVE, L -P DISCLAIMS ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING IMPLIED WARRANTIES OF MERCHANT- ABILITY OR FITNESS FOR A PARTIC- ULAR PURPOSE. NO OTHER WAR- RANTY WILL BE MADE BY OR ON BEHALF OF THE MANUFACTURER OR THE SELLER OR BY OPERATION OF LAW WITH RESPECT TO THE PRODUCT OR ITS INSTALLATION, STORAGE, HANDLING, MAINTE- NANCE, USE, REPLACEMENT, OR REPAIR. NEITHER L -P NOR THE SELLER SHALL BE LIABLE BY VIRTUE OF ANY WARRANTY, OR OTHERWISE, FOR ANY SPECIAL, INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGE RESULTING FROM THE USE OF THE PRODUCT. L -P MAKES NO WARRANTY WITH RESPECT TO INSTALLATION OF THE PRODUCT BY THE BUILDER OR THE BUILDER'S CONTRACTOR OR BY ANY OTHER INSTALLER. SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES, AND IN SUCH STATES THE ABOVE LIMITATION OR EXCLU- SION MAY NOT APPLY TO YOU. THIS WARRANTY GIVES YOU SPE- CIFIC LEGAL RIGHTS AND YOU MAY ALSO HAVE OTHER RIGHTS WHICH VARY FROM STATE TO STATE. NOTE: UNLESS PRIOR APPROVAL IS OBTAINED IN WRITING FROM THE PRODUCT PERFORMANCE DEPART- MENT OF LOUISIANA- PACIFIC COR- PORATION, ANY DEVIATION FROM THESE RECOMMENDED PRO- CEDURES SHALL BE AT THE SOLE RISK OF THE INSTALLER, BUILDER AND /OR ULTIMATE CONSUMER. Inner -Seal Family of Products To complement Inner -Seal lap siding, Louisiana - Pacific has developed a full line of construction products featuring the revolutionary binder. nner -Sea nner -Sea nner -Sea nner -Sea nner -Sea nner -Sea nner -Sea nner -Sea panel siding sheathing Structural 1 rated panels T &G flooring T &G Plus flooring exterior trim soffit panels concrete form For additional Information on these and other Louisiana - Pacific products contact the following L -P sales offices. Contact for Sales Information (708) 517 -8833 Chicago, Illinois (409) 756 - 0541 Houston, Texas (714) 583 -0977 Los Angeles, California Contact for Warranty, Installation, and Technical Information (800) 648 -6893 or (800) 231 -1292 Nip ouisianr Pacific 111 SW Fifth Avenue Portland, Oregon 97204 -3600 Q, Loulslana•Pacillo and Inner•Seal are registered trademarks of Louislana•Pacilic Corporation. NOTE; Louisiana•Pacilic Corporation periodically updates and revises Its application bulletins. To verily that this version Is current, contact one of the above Sales Offices. February 1991 6.5•G!S•16 150M CITY OF TUKW1LA Dept. of Community Development - Building Division Phone: (206) 431 -3670 ADDRESS: CONTACT DATE 54'I4I2.1 I WO%M lfft i PERMIT CM, 01 ACTIVITY LOG PROJECT: wow' derissmownwrir M ilia A 4t4 PLAN CHECK NUMBER - 3 Cot a q — Sat CO ENTS . a.' .1 _ °L.L Jta ._:i. ,�. . ... IN 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 ITIALS "es A • PROJECT . ADDRESS DATE,` ,:'c',,,9v CITY OP TUKWIIA DEPARTMENT OP COMMUNITY CAF. V .gLoP.titEN'T . prepared by: PLANNING DIVISION 0107 ■ V . . i . If /) 2/ r" I 4.(24,4 7, ;, ?\ 1..z. i.. * i�'•� .4'�Aii7 L� j .�.�.�... i . . . , L 9 • r • • • • • • PROJECT . ADDRESS DATE,` ,:'c',,,9v CITY OP TUKWIIA DEPARTMENT OP COMMUNITY CAF. V .gLoP.titEN'T . prepared by: PLANNING DIVISION 0107 L November 2, 1992 schneider homes, Inc. 6510 South :;entF'r B ra +. Ift jurri *St iitr' 1.1ukwil<a, WA 98188 •(206) 248-2471.F AX (206) 2A•d209 City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Duane Griffin Building Official Dept. of Community Development SUBJECT: Crystal Ridge Dear Mr. Griffin: Ct�Y OF ?LOU NOV 2 1992 PERMITTER This is a request for inspections of buildings Fl, F2 & E, as well as the garages, based on current plans under review. We understand the inspections are to be made in conformance with the Uniform Building Code. Schneider Homes, Inc. will take full responsibility for any and all changes that may be required after the inspections have been made. H.C. Bloss Manager of Development and Construction HCB /jc iirsfyoclei II 8 1,1f5P's toott. tke, (C(1 i r euilic , ns Io9N0- I_ plcrvi Ck4c cove Cormplfam(e. C64';11, VOr 1 6 AR Icrt, _.... SC.HN [.1.245 PB ENGINEERING September 28, 1992 + CT ENGINEERING Schneider Homes Inc. 6510 Mouth Center k31vd. Suite 6 Tukwilla. WA. 98188 Attn: Dale Schneider Re: 62nd Ave S Apts Dear Dale, If you have any further questions, please call. Sincerely Yours, CT Engineering &.l /AA?/ William Whipltey Structural and Civil Engineers Per our telephone conversation this morning, I am responding to the city of Tukwilla's request for an approval of the following items: 1. (Cascade Testing Laboratory Field Report #741'12) Fibermesh can be used in lieu of welded wire fabric as concrete reinforcing for slab on grade construction. 2. (cascade Testing Laboratory Field Report #75930) Grade 40 reinforcing steel can be used in lieu of grade 60. 3. (Cascade Testing Laboratory Field Report #75770) The contractor lowered one of the two top bars below to allow for clearance in his forms. This bar configuration is okay for wall construction. 180 Nickerson St., Suite 302, Seattle WA 98109 206.285.4512 FAX 206.2860618 548 P02 SEP 28 '92 11:40 09/14/92 14:26 V3193859225 HEATILATOR 444 TUK PUB WORKS Z002 memorandum data to from subJt September 14, 1992 Dwayne Griffin Dave Withee, Gas Fireplace Product Manager tieati lator HEATILATOR INC., DMSION, HON INDUSU IES USE OF LCD-- BURNINC GAS FIREPLACES IN WALK-OUT BASEMENTS You expressed concern about Heatilator GC300L gas fireplaces scheduled for an apartment building, including the "walk -out basement ". You also were concerned regarding the certification of the appliances, since you could find nothing with ICBO. Uniform Mechanical. Code Section 502.(a) - see copy attached - states appliances shall meet nationally recognized standards and refers to Appendix C. Appendix C lists the standards for equip- ment regulated by the UMC. Under the heading for Decorative Gas Appliances, Vented, is listed ANSI standard Z21.50. This same standard is referred to in our literature, installation instruc- tions and on the unit label, and has been certified by AGA. This should take care of the certification concern! Regarding the walk -out basement, you pointed out Section 504(f) of the UMC states no LP- burning appliances shall be installed in a "basement ". The question becomes, what is a basement? To answer this, we switch to the Uniform building Code, Chapter 4, which lists definitions. "Basement" is any floor level below the "first story" in a building. "Story, First" is defined as the lowest story in a building which qualifies as a story. To qualify, it appears the floor level cannot be more than 4 feet below "grade" for more than 50% of the perimeter or not below $ feet below "grade" at any point. "Grade" is defined as the lowest point of elevation of the finished surface of the ground, paving or sidewalk within the area between the building and property line or a line 5 feet from the building. Since this application has a walk - out basement, the lowest point of elevation will be the elevation of the walk -out area. This means the walk -out basement in our terms is actually the first story in UMC terms and thus the restriction on LP- burning appli- ances does not apply. I hope this helps. If you have any further questions, please do not hesitate to let me know. We at Heatilator value our rela- tionships with building officials and wish to help in any and every way possible. S MEMO FOR RECORD DATE: 9/11/92 FROM: DUANE GRIFFIN, BLDG OFFL SUBJ: USE OF LPG FIREPLACES IN WALKOUT BASEMENT UNITS OF CRYSTAL RIDGE APARTMENTS Problem: Permit applicant want to put LPG (Propane) fireplace units in walkout basement apartment units. Mechanical Code, Sec. 504(f), states: "Liquefied petroleum gas- burning appliances shall not be installed in a pit, basement or similar location where heavier -than air gas might collect. Appliances so fueled shall not be installed in an above -grade under -floor space or basement unless such location is provided with an approved means for removal of unburned gas." Permit applicant feels this shouldn't apply to walkout basements. This type fireplace was not shown on the approved plans for the project when the permit was issued. The developer eliminated the fireplace chases that were shown on the original plans and decided to install propane units that could be vented through the walls. According to the developer /contractor the reason for using propane instead of natural gas is that natural gas is not available on the site. Dale Schnider (contractor), 248 -2471, said he didn't think they could get gas to the site because they would have to cross some city property that has a small creek on it. After extensive research and conversations with many different code enforcement and industry people I have decided not to allow the propane fireplaces in the walkout basement apartment units for the following reasons: 1. The mechanical code specifically states LPG appliances are not to be located in below -grade basements, and this is definitely a basement unit. It further states that if the basement is above -grade the LPG appliance must be provided with an approved means for removal of unburned gas. There is a ICBO interpretation on file that states that a gravity drain system for unburned fuel to a safe location might be considered as an approved means. This is not a viable solution to this particular problem however, because the drain pipe would have to go from the lowest spot in the apartment to the exterior and remain open all the time. This would violate the provisions of the State Energy Code. 2. The contractor has been unable to provide me with any manufacturer's data indicating there is any recognized approvals for installation of these fireplaces. I have researched the ICBO evaluation reports and could not find a ICBO report or approval for the specific unit being proposed. • 3. I discussed this situation with the Director of the ICBO Regional Office in Bellevue (Barberra), and the Mechanical Engineer at ICBO Hq (Gordon Clyde) and both those individuals recommeded against granting approval for this type installation. They both felt that in the event of any type of accident involving these type appliances, the liability to the approving official and jurisdiction would be great. 4. The contractor has stated that they have installed these type appliances in King County. However, I have a King County plan review policy letter, dated May 5, 1992 (copy attached), that indicates they would not approved this type installation for propane fueled appliances. 5. Kraig Stevenson, Plan Checker for Skagit Co., told me that there had been an explosion in a walkout crawl space area in a house in Whatcom Co. that resulted in the installer, county, and a few other people getting sued. He said that Preston Burris, Plan Checker for Whatcom Co., 676 -6907 might be able to give me more details on that incident. Preston is available for phone calls from 8 -9:30 and 3:30 -5. I talked to Preston on 9/14/92 verified that there had been such an incendent. He said it happened before he started work there sometime around 85 -86 and the lawsuit had been settled in 1989. It involved a oil to propane furnace conversion in a walkout crawl space area. 6. I received a call from Bob Balder from the fireplace shop (242 -9655) on 9/14/92 if I had been able to get any information from the Heatilator company about this issue. I said I hadn't been able to get anyone to call me, so he said he would contact them and have them call. Received a call from'Dave Withee (1- 800 -843 -2848) who said he was the Product Manager for Heatilator fireplaces a little while later. I quoted him the paragraph from the UMC prohibiting LP appliances in basements and he said he would have to discuss it with their technical people and get back to me as soon as possible. 7. During the afternoon of 9/14/92 I received faxed info from Dave Withee addressing my concern about both the certification and installation in basement concerns I have about these units. His answer about certification seems OK and I don't consider that issue a problem. His answer about intalling the units in a basement wasn't anything new and didn't seem to contradict my interpretation of the mechanical code which is that the unit can't be installed in a basement. His answer hinged on the determination of if 2 C the area the contractor plans to put the fireplace should be considered a basement based on the definitions in the UBC of what is a basement vs. first story. Approved plans show them as basements. If they are to be considered first stories two exits would be required off of 3rd story and plans would have to be changed; and more than likely have to go through BAR for design change to the buildings. 8. I called Dale Schneider on 9/15/92 and told him my decision was that they would not be able to use the propane fireplaces in the basement units of Chrystal Ridge apartments. He said it might not make any difference because they had been in touch with the gas company since he had last talked to me and it now looked like they might be able to get gas onto the site. From what Dale said it sounds like the original reason they didn't think they could get gas was that the gas company didn't want to run gas lines onto the site just for fireplaces. 1991 UNIFORM ME 501 -503 Part III HEATING, VENTILATING AND COOLING Chapter 5 EQUIPMENT—GENERAL Scope Sec. 501. Equipment shall conform to the requirements of this code. Equipment shall not be instaltedor altered in violation of this code =shall the fuel input late to equipment be increased inexcess of the approved Rtulh rating at the altitude where it is being used. Defective material or parts shall be replaced in such a marmer as not to i nvalidate any approval. Approval Sec. 502. (a) Flow Obtained. Each appliance shall be approved by the building official for safe use or amply with applicable nationally recognized standards as evidenced by the listing and label of an approved agency Appendix C, Re Standards, provides guidance as to available nationally recognized standards. (b) Complying Design of Equipment_ installers shalt furnish satisfactory evidence that the appliance is constnecto l in conformity with the requirements of this code. The permanently attached label of an approved agency maybe accepted as such evidence_ Tape of Fuel and Fuel Connections Sec. 503. (a) General. Each appliance shall be designed for use with the t ypc of fuel to which it w ill be connected. Appliances sha0 not be converted from the fuel specified on the rating plate for use with a different fuel without securing reapproval from thebtnlding official and as recommended by the manufacturer of either the original equipment or the conversion equipment. The serving gas supplier may convert appliances in accordance with procedures approved by the building official without securing =approval of the appliance if properly rela- beled. An accessible approved shutoff valve shall be installed in the fuel gas piping outside of each appliance and ahead of the union connect ion thereto in addition to tz any valve provided on the appliance. Such valve shalt he within 3 feet of the appliance it serves. and in tlx: same room or space when: the applicance is located_ EXCEPTIONS: i. Shutoff valves may be accessibly located inside ur under an appliance when such appliance can be removed without removal of the shutoff valve. 2. Shutoff valves may bet ty located inside walt treaters ud wall furnaces listed for recessed installation where necessary maintenance can be performed without rental of the sirntoff valve_ 33 1991 UNIFORM MECHANICAL CODE APPENDIX C REFERENCE STANDARDS The farming standards* are intended for use as a guide in die design. testing and installation of equipment regulated by Ibis code. A AIR- CONDTTIONTING APPLIANCES. GAS-FIRED ABSORPTION SUMMER, ANSI 221.40.7 -1981 Addenda 221.4_ ! a -1932 MR FILTER MITTS. TEST PERFORMANCE OE UL 909. 1977. with 1983 recision AU OMATICGAS IGNITION SYSTEMS AND COMPONENTS. ANSI Z21.20-1979 AddendaZ21.�a -1479 Addenda Z2110b -1982 AUTOMATIC INTERMITTENT PILOT IG SYSTEMS FOR FIII.D INSTAL- LATION. ANS! Z 1.71 -1981 B BOILERS. GAS UTILIZATION EQUIPMENT IN LARGE. ANSI ZI13_3 -1971 AddcadaZL3.3a -r472 Addenda Z.83 .3b -1976 BOILERS. GAS -FIRED LOW - PRESSURE STEAM AND HO'T- -WATER HEATING. ANSI Z21.13 -19 2 Addenda Zl.13a BOILERS_ GAS -FIRED HiGH-PRESSURE STEAM AND HOT - WATER. ANSI Z21 5n1- [S74 BOILERS. LOA - PRESSURE CAST -IRON HEATING. 1 -B-R Testing and Rating Grade. The Institute of Boiler and Radiator Manufacturms. Seventh Edifier'. January. t966 BOILERS. STEEL„ SRI Testing and Rating Code. Qtr Stott Bunter Jroiitnie_ Tenth Ed ii ion September. 1965 C CENTRALCO[H.ING AIR CONDITIONi iS, U1.465. 1982 with 19154 it ision CENTRAL FURNACES. DIRECT VENT. ANSI Z1.64 -1978 Addenda Z2I.64a -1430 Addenda Z21.64b -1912 CENTIRAL FURNACES. GAS -FIRED (excgrt DI RTXT VENT and SEPARATED COM- BUSTION SYSTEM CENTRAL FURNACES), ANSI 221.47 -1983 CENTRAL FURNACES. SEPARATED COMBUSTION SYSTEM. ANSI ZR3.10 -1982 Addenda Z83.10a -19113 CH[MNEYS. FACTORY-BUILT. MEDIUM -HEAT APPLIANCE. UL 959. I976 with 1982 revision CHIMNEYS. FACTORY BUILT. RESIDENTIAL TYPE AND BUNDING HEATING APPLIANCE. UL 143_ 1983 375 c ,r:- APPENDIX C 1991 UNIFORM MECHANICAL CODE *Abbreviations referredto wttd 'I are identified :cc A1. 51- Atreirem National Standard 2Ipt edhs the American National ustiruie,in:.. t-l .tt Broadway. New York. New Yea 14)01 K AS7IRAC -7>re Aarcicta Society of Heating. Refri -uninF. and A oarkti nioF fagiwan- lac . 1:91 Tunic Gide, NE. Adana. GA 30319. I- 11- 11.-Ttr (wuaer a Bot7,rand Radctlur Mama ntcras. 393 Srreek Arrat.w. 4 i' Yor . Nor t o- local. PP1- Piastis Pipe laat tc. 3551 et: orlon A'xKUC. New York. New York 1Q.H7- SRI --Sxrl lltukr Irntnrtc 343 Seventh Averinc. New Yin /. New Mud HX»l. UL- threer wren Laaarai uiee Iae.. Sonatas& Iscuesl UrtrtrrwritrL`Ladircorr Inc.. 313 P(in;_• stet Road. Ho tfibrool Ufrsui$11111 2 H- ReaiFmd is rep- a-rLte. CLOTHES DRYERS. GAS Volume 1. Type 1-- Cki1•.cs Drvcn. ANSI 721.5. I -1912 Volume 11.1S-pc 2-- Clulbm Dry fl . ANSI 7215.1-1979 Addaida 721.5.2a -1981 Addenda 721.5_26-1982 COMMERCIAL11.ICTRIC DISHWASHERS. CIL921. I97)1 +colt 1983 n'rrsions. COMMERCIAL GAS RAKING AND ROASTING OVENS. ANSI Addenda 183.12n -19113 COMMERCIAL RETRICERATORS AND FREEZERS. Iel. 471. 197)1 with 191.3 art sitars CONNECTORS_ METAL._ FOR GAS APPLIANCES. ANSI 721.24 - 1981 CONNECTORS FOR MOVAIll _E. GAS APPLIANCES. ANSI 721.69 -I979 gdckuda 121 -19)13 CONVERSION BURNERS. 1)OMESTICGAS_ ANTI "7 -19K -i CONVERSION BURNERS_ DOMESTIC GAS. INSTALLATION OF. ANSI 721 K -199 -i COUNTER APPLIANCES. GAS. ANSI 713.1- 1 -19K0 Addenda 7113.14a- 1983 13 DE ORATIVECASAPPLIANCES.\ NTED.ANSI7_21.513- l'11i2 Addenda 72150a-1912 , DECORATIVE GAS Aly'LlANCI.S FOR INSTALLATION IN VENTS) I-IREI i.. CL. ANSI 21160 -1981 Addenda 721.6C1a - 1983 Addenda 72 1.(Oh -1984 DEEP FAT FRYERS. HOTEL AND RESTAURANT. GAS. ANSI %83.13 I980 Addenda 783.13a -1983 DIRECT GAS- 17813) INDUSTRIAL AIR HEATERS. ANSI 7J43.18 -19N7 MEET CrAS- 17REDMAKEUPAIR BEATERS. ANSI 7)13.4 -1998 Addenda 783.4a -1986 Addenda 283.41* I J8II 376 1991 UNIFORMMECh i ` > ' t i& l, 34 DRA FT EQUIPMENT. HI 378. 19 DRAFT HOODS. ANSI Z<t. t2 -1981 Addenda 721.12a -1983 DUCT FURNACES_ GAS-FIR ED. ANSI 283.9 - (982 Addenda Z83 9 APPENDIX C E EARTHQUAKE ACTUATED AUTOMATIC GAS SHUTOFF SYSTEMS. ANSI 221.70 -1981 ELECTRIC ATINGtiQUJPI11i:NT. l:L IUy6 with 15tKl revision ELE OPI:RATUICLOTHES DRYING EQUIPMENT UL 1556.1182 ELECTRIC C(M(MERCIAL Chin HES -DRY JNG EQL71'A113N'T. LIL 12411. I 97 ELECTRIC COMMERCIAL CLOTHES-WASHING EQUIPMENT. IL IN1b_ 1979 F EAN COIL UNITS AN1) ROOM FAN HEATER UNITS. LI.883. 1980with 1983 revisitrns FILTE.1tS. GAS_ ON APPLIANCES. ANSI 121.35 -1977 1RREPI.ACE ACCESSORIES_ proposed atarnlaril. UI. ( 107. 1982 FtR]PLACI:STOVES_ 111_ 737. 1982 FIREPLACES. FACIOR1'- 131111-1: Ltl. 127. 1951 with 1983 mtiunns FLAME ARRESTORS l'OR USE ON V E N T S OF STORAGE TANKS FOR G A S O L I N E . E. ANSI-IQ. 525. 1979 %rid' 19112 revision FLEXIIILECONNECTORS 0E011-1ER THAN AIL -METAL C(1NSTRI :CTION FOR GAS A1'FlJAN(1_S. ANSI 72 L-15- 1979 Addcatir Z2 I.-15a- I V,tt R { OR FURNACL (AS -11Ra) (:RAVEfl AND IAN fl'Fk. ANSI 721.4K Addenda 721 Atia-19K2 FURNACES. SOLID -11AI AN'1) CO MIIINATI N-FM+ (TNI AND SUJ ,11 xt-Alr . la. 1'11. 1981 with 1971} revision G GAS- 17REI) /IEATl NG IEQllll'Mj- -NT COMM I SI)I :STRIA!. ftnituO. (fl - 1110.(11x1 Mu pre !anal. 1:1-795- I')73 xi11i 1952r :civun GASN()SL (<INA1 CTORSHT)R IK)RT4RI.I:OL :11)0(111 tiAS- FYRI.E)APPLIANt'1 :ti. ANSI 7_21.54 -1479 Addenda 721 ..54a-111+3 GAS HOSE FOR I'(IRT. %131J:1NI)Q0R GAS- FIRl :I) APPLIANCES_ ANSI 121.2- 198.; GAGES AND INDICATORS_ LIQUID I.IEVI -I.. 1-OR V1-:TRou-(tll1 PROIN;cI S. 7_7. 1811. 19)10 GAGES AND JNUICATORS. LIQUID LEVEL. FOR ANI11'UR(R :ti AMA1ONJA AND IP(;AS.UL565 973 GAtl :S INDICATING PRESSL:RL FOR COMPRESSED Gatti SIR VICE_ 01.3(14. 1 479 377 1tg 0 0 err 503 -5114 (b) Oil- bumingAppliances. Tbe tank, piping and valves for appliancsburn- ing oil shall be installed in accordance with the requirements of standards refer- enced in Appendix C. (c) Gas -burning Appliances. Appliances designed to burn gas shall be rig- idly connected tothe gas - supply outlet in an approved manner and with approved materials. EXCEPTION: An approved listed semirigid or flexible metal tubing connector may be used to connect a gas appliance, provided: 1. Theca:um- tordo.. not ecceed3 feet inkagth.except range and elail sdrtar connectors, which may not exceed 6 feet - awtlet and such 2. An approved shutoff valve is used between the gas - supply connector. 3. Connectors shall not be concealed within or run through any wall. floor or partition. 4. Connectors shall be of such size as to provide the total demand of the connected appliance load based on Table No. 5-D-I or A4r. 5-b-2. (d) tripe Sze. Additional fuel connections may be made to existing fuel - supply lines, provided pipe sizes are approved by the building official. Installation See. 504. (a) Listed Appliances. Except as otherwise provided in the code, the installation ofappl inners regulated by this codeshaU conform to the conditions of listing. The appliance installer shall leave the manufacturer's installation and Ong instructions attached to the appliance. Clearances of listed appliances from combustible materials shall be as specified in the listing or on the rating plate. (b) Room Large in Comparison to Size of Equipment. Central heating furnaces not listed for closet or alcove installation shall be installed in a room or space having a volume at least 12 times the total volume of the furnace; central heating boilers not listed for closet or alcove installation shall be installed in z mom ightef ier ao greater than8 volume of the boiler. if the ceiling hethe volume shall be calculated on sghtofehetmorsc the basis of 8-foot height. (c) Unlisted Appliance. Unlisted appliances shall be installed with the stan- dard clearances from combustible construd ion specified in Table No. 5-A. Un- listed appliances may have the standard clearances of Table No_ 5 -A reduced by ennployinglhe forms ofprotection specified in '['able No. 5-3 _ Forms of protection specified in Table No. 5-3 may be utilized to reduce clearances to combustible construction for all applicable appliances. (dj 4.nchorage of Appliances. Appliances designed to be fixed in position shall be securely fastened in place. Supports for appliances shall be d and constructed to sustain vertical and horizontal loads within the stress limitations specified in the Building Code. (e) Identification of Equipment. When more than one heating, cooling, ventilating or refrigerating system is installed on the roof of a building or within 1991 UNIFORM MECHANICAL CODE 1991 UNIFORM M 504 -506 the building, it she_ _ _ , - h or space served by the went. (t) LPG Appliances. Liquefied petroleum gas - burning appliances shall not be installed in a pit, basement or similar location where heavier - than -air gas might collect. Appliances so fueled shall not be installed in an above-grade e grade under -floor space or basement unless such location is provided with an approved means for P oval of unburned gas. Access Sec. 51)5. Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. Unless otherwise specified, not less than 30 incites of working space and platform shall be provided to service the appliance. EXCEPTION: Unit heaters and room heaters may be installed with an I K-inch minimum working space. A platform shall not be required for unit heaters or room heaters. The operating instructions shall be attached to the appliance where they can be read easily_ Automatic Control Devices Sec. 506. Heating appliances shall be equipped with a listed device or devices which will shut off the fuel supply to the main burner or burners in the event of pilot or ignition failure. In addition, liquefied petroleum gas-air-burning healing appliances shall be equipped with a listed automatic device or devices which will shut off the flow of gas to the pilot in the event of ignition failure. EXCEPTION: The listed shutoff devices shall not be requited on range or cooking tops, log lighters, tights or other open burner manually operated appli- ances. or listed appliances not requiring such devices and specific industrial appli- ances as approved by the building official. Heating appliances whose manual fuel controls are not readily accessible from the main portion of the building being heated shall he equipped with remote controls_ Forced -air and gravity -type warm -air furnaces shall be equipped with a listed air -outlet temperature limit control which cannot be set for temperatures higher than 250'F. Such conuals shall be located in the bonnet orplenum. within 2 feet of the tdlschargeside of the heating clement of gravity furnaces or in accordance with the conditions of listing. Electric duct heaters shall be equipped with an approved automatic reset air outlet temperature limit control that will limit the outlet air temperature to not more than 200 The electric elements of the heater shall be equipped with fusible links or a manual r set temperature limit control that will prevent outlet air temperature in excess of 250 35 • r' 402 22 1991 UNIFORM BUILDING CODE dtanical_elcetrical, aunt nunication or silt ilar.sys!cros arm serve as an air - supply or return- airplctmm. AC'I is the American Concrete Institute, Box 19150, Redford Station. Detroit. Michigan 48219_ ADDITION is an extension or increase ill floor area or height of a building or stricture. AEROSOL is a product which isdispcn ted by a propellant from a metal can up to a maximum size- of 33.8 fluid ounces Ora glass or plastic bottle up to a size of4 n fluid ounces, other than a rim -vented container. ts AGRICULTURAL BUILDING is a structure designed and constructed to house farm implements. hay. grain, poultry, livestock or other horticultural prod- ucts. This structure shall not be a place of human habitation or a place of employ - ment whcreagric ultural prod UCIS C procmcd, treated or packaged: nor sltall it be a place used by the public RISC is the American Institute of Steel Construction. lne-_4 00 North Michigan Avenue. Chicago. Illinois 60611. ALLEY isany public way or thoroughfare less than 16 feet but not lees than I f I fed in width which has been dedicated or deeded to the public for public use. ALTER orALTERATION is anychange, addition or modification in construe- Lion or oa'cupaney. A MUSTIVIENT BUILDING isa building or portion thereof. temporary toper- inane:rn, used for entertainment nrctlucational purposes and which contains a sys- tem which transports passengers or provides a walkway through a course so arranged that the required exits ate not apparent due to theatrical distractions, arc disguised or not readily available due to the method of trampunation di rough the building or structure. ANSI is the American National Standards Inst. Rule, 1430 Broadway. new York, New York 10018. APARTVI HOUSE is anybuihfiugorportion thereofwlticb catuainsthree orntoreeiwe ltingultits attd.forthe putposeof this code.includes residential condo - miniums. APPROVED, as to materials and types of construction, refers to approval by tltc buildingofficial as the result of invest' _ magi on and testsc:onducied by the build- in officiator or by reason of accepted principles or tests by recognized authorities, technical or scientific organizations. APPROVED AGENCY is an established and recognizzd agency regularly en - gaged in conducting tests or furnishing inspection services, when such agency has been approved. APPROVED FABRICATOR is an cstabli sited and qualified person, firm or corporation approval by the building official pursuant to Section 306 {f] of this code. AREA. See 'floor aria. ASSEMBLY I1111LDING is a building or portion of a building used for the eaLhexiflgingethieri)f 50 or more persons fat such purposes as deliberation, (duca- t 1991 UNIFORM BOIU tion. instruction. won or dining or await- ing transportation. ASTM is the American Society «:t 1916 Race Street, Philadelphia, Pennsylvania 19103. ATRIUM is an opening through two or more floor levels other than enclosed stairways, elevators, hoistways, escalators, plumbing, electrical. air - conditioning orotherequipment, which is closed at the top and not defined as a mall_ Floor lev- els, as used in this definition, do not include balconies within assembly occupan- cies orniezzanines which comply with Section 1717. ALTOMATIC,as applied to fm:- protection devices, is adeviceorsyslem pro - v idingancntergcncy function without the necessity of human intervention and ac- tivated as a result of a predetermined te mperaturerise ,rateof rise oftemperaturc increase in the level of combustion products. 13 Sec. 403. BALCONY is that port of the seating space of an assembly room. the low part of which is raised 4 feet or more above the level of the main floor and shall include the area providing access to the seating area or serving only as a foyer. BALCONY, EXTERIOR EXIT. See Section 33 01 {b}. BASEMENT is any floor level below the first story in a building, except that a floor level in abuilding having only one floor level shill be classified as a basement unless such floor level qualifies as a first story as defined herein. BOILER, h1iGH- PRESSU RE, is a boiler furnishing steam at pressures i n ex- cess of 15 pounds per square inch tpsi) or hot alter at temperatures in excess of 250 or at pr ure_s in excess of 160 psi. BOILER ROOM is any room containing a steam or hot -water boiler. BUILDING is any structure used or intended for supporting or sheltering any use or occupancy. BUILIIING, EXISTING, is a building erected prior to the adoption of This code, or one for which a legal building permit has been issued. BUILDING: OFFICIAL is the officer or other designated authority charged with the administration and enforcement ofthis code, or the buildilig official's duly authorized representative_ C 402-404 • Sec. 404. CAST STONE is a precast building stone manufactured from port- land cementconcrcteand used as trim, venecrorfacingcm or in buildings or struc- tures- CENTRAL HEATING PLANT is environmental heating equipment which directly utilizes fuel to gene rate heat in a medium for distribution by means of duct s or pities to areas other than the morn or space in which the equipment is located. CFA_ is the Code of Federal Regulations, a regulation of the United Slates of America available from the Superintendent of Documents. United States Govern- ment Printing Office. Washtington. D.C. 204112. 23 N 0 0, 415 -417 1991 UNIFORM BUILDING CODE (a) Material of which no pan will ignite and burn when s'ubjected to fire. Any material confonningtoU.B.C. Standard No. 4 -1 shall be considered oortcotrfius- tible within the meaning of this section. (b) Material having a structural base of noncombustible:mu:viaf as defined in Item (a) above, with a surfacing material not over r 1a inch thick which has a flame - spread rating of 50 or less. "Noncombustible" does not apply to surfac finish materials. Material requ neal Non onsbustible" doesnot applytosurfacefinishmaterials .Material to be noncombustible for reduced clearances to flues, heating applianc or other sources ofltigh temperature shall refer to material conforming to hart (a). Notna feria( shall beclassed as noncombustible which is subject to increase in combusti- bility or flame -spread rating, beyond the limits herein established, dtrouch the effects of age. moisture or other atmospheric con Flame- spread rating as used herein refers to rating obtained according to tests conducted as specified in U.B.C. Standard No. 42 -1. 0 thereof. is Sec. 416. OCC UPA NCY is the purpose for which abuilding, or pan used or intended to be used. ORIEL WINDOW is a window which projects frnmthe main line ofanc nclai- ing wall of a building and is carried on brackets or corbels. OWNER is any person, agent, fine or corporation having a legal or equitable interest in the property. p Sec. 417. PANIC HARDWARE— See Section 3301 (b). PEDESTRIAN WALKWAY is a walkway used exclusively as a pedestrian traffieway. PENETRATION FIRE STOP is a through - penetration fire stop or a mem- brane-penetration fire stop. PERMIT is an official document orcertificate issued by the belittling official authorizing,perforrnancc of aspecitied activity. PERSON is a natural person, heirs, executors, administrators or assigns, and also includes afirm. pannenirip or corporal ion. its ortheirsuot t.•ssorsorxssigns, oh the agent of any of the aforesaid. PLASTIC MATERIALS, APPROVED, other than foam plastics regulated under Sections 1705(e)and 1713. arc those having a sdf-ignitinn IciitpCratufl. 650 or greater and a smoke-density rating not greater than 450 when rested d in accordance with 1113.C. Standard No. 42 -1, in the way intended for use, or a smoke- density rating no greater than 75 when tested in die thickness intended for use by U.R.C. Standard No. 52 -2. Approved plastics shall be classi lied anti shall noel the requirements for either CC f or CC2 plastic. PLATFORM. Sec Chapter 39. PLUMBING CODE is the Uniform Plumbing Cade promulgated by fir biter - national Asso►ciationof Plumbing and Mechanical Officials as adopted by this ju- risdiction. 1991 UNIFORM BUILDING C 417-429 PROTECTIVE MEMBRANE is asurface material which forms the required outer layer or layers of a fire - resistive assembly containing concealed spaces. 0 S PUBLIC WAY. See Section 3301(b). Sec. 418. No definitions. R Sec. 419. REPAIR is the reconstruction or renewal of any pan of an existing building for the purpose of its maintenance. Sec. 420.SENSITIZER is achemica! that causesa substantial proporiionofex- pnsed people or animals to develop an allergic reaction in normal tissue after re- pealed exposure to the cheatital. SERVICE CORRIDOR is a fully enclosed pasrage used for trtnsponing haz- ardous production materials and for purpcncs other than required exiting. SHAFT is an interior space, enclosed by walls or construction, extending through one or more stories or basements which connects openings in successive il flows. or floors and roof, to accommodate elevators, dumbwaiters. mechanical > equipment or similar devices or to transmit light or ventilation air. SHA ms: CLOSURE the % alts rcons tnutionternmingtimeboundariesofa 1. shaft. _ SHALL, as used in this code. is mandatory. SMOKE DETECTOR is an approved device that senses visible or invisible k. panicle: of combustion. ST'AM :E. See Chapter 3 STORY is that portion of a building included between the upper surface of any floor and the upper surface of the floor next above. except that the topmost story shall be that portion of a building included between the upper surface of the top- most fluor and the ceiling or roof above. if the finished floor level directly above a usable or unused under-Maw is more than 6 feet above grade as defined here - in for more than 5f percent of the II gal perimeteroris MOM than 12 feet above oracle as defined herein at any point. such usable or unused under floor space shall he nsidete d as a tilt tTy. STORY, FIRST: is the lowest story in a building which qualifies as a story. as d efined herein. except that a 1loorkvcl in a building itavingonly one ffoorlevnt shall be el:ssilled :n a first story. provided such floor level is o01 more than 4 feet below grade, as defunct herein. for more than 50 pursed of the total perimeter. or not mom than 8 feet below grade. as defined herein. at any point. STRUT is any thoroughfare or public way not less than 16 feet in width which has been dedicated to deeded so the public for public use. STRUCTURAL OBSERVATION imam the visual observation of die stoic- s tural system, includ lug_ but not limited In. the clemenls and con ncctionsatsignili- cant construction stages, and the cnmpletcd structure for general conformance to ;;: 31 0 co 5- i; 40T -909 OIltd BUILDING CODE building. or pntti exterior walls shall be the usable area under the horizontal projection of the roof or floor above. FM is Factory Mutual Estgineering and Research. 1151 Boston - Providence Turnpike, Norwood, Massachusetts 02062. FOAM PLASTIC INSULATION is a plastic which is intentionally expanded by the useofa foamingagentto produce plastic containing voids consisting of hollow spheres or interconnected cells diste ed throughout the plastic for thermal insulating or acoustical purposes and which has a density less than 20 pounds per cubic foot. FOOTING is that portion of the foundation ofa structure which spreads and transmits loads directly to the soil or the piles_ FRONTOF LOT is the front boundary lineuf a lot bordering on the street and, in the case of a comer lot. may be either frontage. G Sec. 40& GARAGE is a building or portion thereof in which a motor vehicle containing flammable or combustible liquids or gas in its tank is stored. repaired or kept. GARAGE, PRIVATE, is a building or a portion of a building, not more than 1,000 square feet in area, in which only molar vehicles used by the tenants of the building or buildings on the premises are stored or kept_ (Sec Chapter I I.) GARAGE, PUBLIC, is any garage other than a private garage. GRADE (Adjacent Ground Elevation) is the lowest point of elevation of the finished surface of the ground. paving or sidewalk within the area between the building and the properly lineor, when theproperiy line is more than 5 feet from the building. between the building and a line 5 feet from the building. GRADE (Lumber) is the classification of lumber in regard to strength and util- ity. GUARDRAIL is a system of building components located near the open sides of elevated walking surfaces for the purpose of minimizing the possibility of an accidental fall from the walking surface to the lower level. GUEST is any person hiring or occupying a mom for living or sleeping pur- pmts. GUEST ROOM is any roomorroorns used orintended lobe used by a guest for sleeping purposes_ Every 100 square feet of superfacial floor area in a dormitory shall be considered to be a guest room. Fl Sec. 409. HABITABLE SPACE (ROOM) is space in a structure for living. sleeping, eating or cooking. Bathrooms, toilet compartments, closets. halls, stor- age or utility space, and similar areas, are not considered habitable space. HANDLING is the deliberate transport of materials by any means tea point of storage or use. 26 1991 UNIFORM BUILDING CODE 409 HANDRAIL is a railing provided for grasping with the hand for support. See I also Section 408, definition of "guardrail." HAZARDOUS PRODUCTION MATERIAL ([(PM) is asolid, liquid or gas that has a degree of hazard rating in health, flammability or reactivity of 3 or 4 and which is used directly in research, laboratory or production processes which have, as their end product, materials which are not hazardous. HEALTH HAZARD is a classification of achemical for which there is statisti- cally significant evidencebased on at least (=study conducted in accordance with established scientific principles that acute or chronic health effects may occur in exposedpersons.Theterrn "health hazard" includ which are carcino- gens, toxic or highly toxic agents, reproductive toxins. irritants, corrosives, sensi- tizers, hepatotoxins, nephrotoxins, neurotoxins, agents which act on the hematopoietic system, and agents which damage the lungs, skin, eyes or mucous membranes. HEIGHT OF BUILDING is the vertical distance above a reference datum measured to the highest point of the coping of a flat roof or to the deck line of a mansard roof or to the average height of the highest gable of a pitched or hipped roof_ The reference datum shall be selected by either of the following, whichever yields a greater height of building: 1 _ The elevation of the highest adjoining sidewalk or ground surface within a 5 -foot horizontal distance of the exterior wall of the building when such sidewalk or ground surface is not more than 10 feet above lowest grade. 2. An elevation 10 feet higher than the lowestgtadewhen the sidewalk or ground surface described in Item 1 above is more than 10 feet above lowest grade. The height of a stepped or terraced building is the maximum height of any seg- ment of the building. HELIPORT is an area of land or water or a structural surface which is used. or intended for use, for the landing and take -off of helicopters, and any appurtenant areas which are uscd,or intended for use, for heliport buildings and other heliport facilities. HELISTOP is the same as a lid iport, except that no refueling, maintenance, re- pairs or storage of helicopters is permitted. HIGHLY TOXIC MATERIAL is a material which produces a lethal dose or a lethal concentration which falls within any of the following categories: , 1. A chemical that has a median ledral dose (LDw) of 50 milligrams or less per kilogram of body weight when administered orally to albino rats weighing be- tween 200 and 301) grams each. 2. A chemical that has a median lethal dose (LDe of 200 mil higrams or Less per kilogram of body weight when administered by continuous contact for 24 hours (or less if death occurs within 24 hours) with die bare skin of albino rabbits weighing between 2 and 3 kilograms each. 3. A chemical that has a median lethal concentration (LC30) in air of 200 parts per million by volume or less of gas or vapor, or 2 milligrams per liter or less of mist, fume or dust. when administered by continuous inhalation for one hour (or 27 a 70 GAS CENTS! 15040 N,E. 95th Street • Redmond, WA 98073 (206) 581 -2559 WASHINGTON MECHANICAL, INC. Comments: PAX TRANSMISSION HEADER PAGE HEADER -PAGE, glue v follow -on. pages DATE: A 2 ZS FROM Teo 4' ("/ H t'n/b7v).-1 064 ti FAX# h _ 6 '. 9-SI - c9.arta TOi , `l . `u K� 1a ._ - A' ATTN s F +! c v1 PHONE: 4 / 3 / ^ 36 ?,S FAX __3/• 366S-... 7CEI'VED tj^ 2 51992 C: c:i M;'.i UNITY U i::\; .,:r i' WENT 1-'. W l , -.l* ibowaw MO* TUE 5 F I r- s I d . ' FOR YOUR SAFETY WHAT TO DO IP YOU SMELL, OAS: • DO NOT TRY TO LIGHT ANY APPLIANCE, DO NOT TOUCH ANY ELECTRICAL SWITCH; DO NOT USE ANY PHONE IN YOUR SUILDINc. • IMMEDIATELY CALL YOUR GAS SUPPLIER FROM A NEIGHBOR'S PHONE, FOLLOW THE GAS SUPPLIER'S INSTRUCTIONS, +' IF YOU CANNOT REACH YOUR GAS SUPPLIER, CALL THE FIRE DEPARTMENT. L°xI r heatidator J'(9do' n-fa 77e6u�eananeeiw�%aepP,cteee `f° hlpe11181pr Inc. 1915 W. Saunders Strool Mt. Pleasant, IA 5264 t Division, HON INDUSTRIES rte' 1 L Gc oO. G CsOoi K JSTALLAT1ON & OP RA ` NG 'INSTRUCTIONS 1. LISTINGS AND CODE APPROVALS These gas appliances with standing safety pilot have been tested In accordance with National Safety Stendards, and have been CERTIFIED by Warnock Hersey for installation and operation as described In these Installation & Operating Instructions, All components are UL or ACA safety certified, Check with your local building code agency before you begin Installation to ensure compliance With local codes, Including the need for "permits" and folioW -up Inspections. If any problems are encountered regarding coda approvals, or If you wish clarification of ahy of the Instructions contained here, contact your Iboal distributor /dealer, Ave or Customer Relations Department, Heatilator Inc., 1915 W. aUnders Street, Mt, Pleasant, Iowa 52641, HI ATILATOR s a registered trademark of Heatilator Inv„ Division, HON INDUSTRIES. FOR YOUR SAFETY I DO NOT STQI1E OR USE GASOLINE OR OTHER FLAMMABLE VAPORS ' AND LIQUIDS IN THE VICINITY OF THIS OR ANY OTHER APPLIANCE WARNING IMPROPER INSTALLATION, ADJUSTMENT, ALTERATION, SERVICE OR MAINTENANCE CAN CAUSE INJURY OR PROPERTY DAMAGE, REFER TO THIS MANUAL, FOR ASSISTANCE OR ADDITIONAL INFORMATION CONSULT A QUALIFIED INSTALLER, SERVICE AGENCY ON THE GAS SUPPLIER. • P . i i L ) Do not use this appliance if any part has been under water, Immediately call a qualified serylce technician to Inspect WARNING: IMPROPER INSTALIATION. ADJUST- MEW: ALTERATION. SERVICE CR MAINTENANCE • CAN CAUSE INJURY OR PROPERri DAMAGE. REFER TO THE OWNER'S INFORMATICIN • MANUAL PROVIDED WITH THIS APPLJANCE. ". FOR ASS?STANCE OR AorwrioNAL INFORMA- TION coNsua A QUALIFIED INSTALLER_ SER- VICE AGENC1' OR THE GAS SUPPLIER. Pm. FK4 FAN KIT MAY BE USED.' " EUNIFE FK4 DU TYPE VENTILATEUR OU SOUFFLEUR PEUT EI _Fit-15.4SEA - •-, r s' , "•• - . . br .T.r..:4:,•dv ...le. -- 101e,.: • - -...:- D..{=4 1,....,...::- ... .e..,,awy, .. 4-. • s '-'!............ ..- ' ,.....• RI. .• . - - • .- ' • - - - .. - • . THIS.APPUANCE MUST BE 'NSW I Fl) IN ACCORDANCE WITH LOCAL COD, IF ANY; IF NOT FOLLOW ANSI Z2231-1938 O. IN CANADA, CURRENT CAN/CGA-E449.. CE-T APPAREIL DOLT Ei NE iNSTALLE CONFORME AUX EXIGENCES DES CODES LOCAUX. ST_ N'EXtSTE - AU CUM CODE LOCAL, SE CONFORMER A LA NORME CA4/CGA-B149 EN VIGUEUR. _ THIS APPLIANCE NEEDS FRESH Mil?. FOR SAFE OPERA- TION AND MUST BE INSTALLED SO THERE ARE PROVI- SIONS FOR ADEQUATE COMBUSTION AND VENTILATION AIR. PAR MESURE DE SECURFIE, CET APPAREL REQUIF,RT DE LAIR FRAiS ET DOT ETRE INSTALLE DE - FACON A ASSURER-UN APPROVISIONNEMENT SUFFISANT D'AIR DE =.41BUZ ET DE VEffilLATION: - s.02:15nE - 1991 UNIFORM MECHANICAL CODE 504 -506 the building, it shall be permanently identified as to the area or space served by the equipment. (0 LPGAppliances: Liquefied petroleum gas- burning appliatices'shall not bed :,installed in a pi similar location w heavier than a ir gas might ; collect. Appliances so Bled shall itot beiirstalled in an above grade under-floor s , �'� mess such location is provided'with an approved means f r removal of nab - lilted gas. Access Sec. 505. Appliances shall be accessible for inspection, service, repair and replacement without removing permanent construction. Unless otherwise specified, not Less than 30 inches of working space and platform shall be provided to service the appliance. - EXCEPTION: Unit heaters and room heaters may be installed with an 18 -inch minimum working space. A platform shall not be required for unit heaters or room heaters. The operating instructions shall be attached to the appliance where they can be read easily. Automatic Control Devices Sec. 506. Heating appliances shall be equipped with a listed device or devices which will shut off the fuel supply to the main burner or burners in the event of pilot or ignition failure. In addition, liquefied petroleum gas - air - burning heating appliances shall be equipped with a listed automatic device or devices which will shut off the flow of gas to the pilot in the event of ignition failure. EXCEPTION: The listed shutoff devices shall not be required on range or cooking tops, log lighters, lights or other open -burner manually operated appli- ances, or listed appliances not requiring such devices and specific industrial appli- ances as approved by the building official. Heating appliances whose manual fuel controls are not readily accessible from the main portion of the building being heated shall be equipped with remote controls. Forced -air and gravity -type warm -air furnaces shall be equipped with a listed air - outlet temperature limit control which cannot be set for temperatures higher than 250°F. Such controls shall be located in the bonnet orplenum, within 2 feet of the discharge side of the heating element of gravity furnaces or in accordance with the conditions of listing. Electric duct heaters shall be equipped with an approved automatic reset air outlet temperature limit control that will limit the outlet air temperature to not more than 200°E The electric elements of the heater shall be equipped with fusible links or a manual reset temperature limit control that will prevent outlet air temperature in excess of 250 °E 35 14 401 -403 !: 1 S �1 c J; e UNIFORM MECHANICALi-ZDE Part II :. DEFINITIONS AND ABBREVIATIONS Chapter 4 DEFINITIONS AND ABBREVIATIONS General Sec. 401. For the purpose of this code, certain abbreviations, terms. t+ties,tt words and their derivatives shall be construed as specified in this chapter `•ords used in the singular include the plural and the plural the singular Words use.' It the masculine gender include the feminine, and the feminine the masculine. Accepted Meanings Sec. 402. Except as defined in this chapter or elsewhere in this c.\'e. the ;s interpretation of words used in this code shall be in accordance with the mnings . . defined in the Building Code and Webster's ThirdNew International Drctimury of the English Language, Unabridged, copyright 1981. A Sec. 403. ABSORPTION UNIT is an absorption refrigerating system which has been factory assembled and tested prior to its installation. AIR, COMBUSTION. See COMBUSTION AIR, Section 405. AIR, EXHAUST, is air being removed from any space or piece of eq:_ 1. ment and conveyed directly to the atmosphere by means of openings or ducts. AIR - HANDLING UNIT is a blower or fan used for the purpose of disnit uting supply air to a room, space or area. AIR, MAKEUP, is air which is provided to replace air being exhaust:\1- AIR, OUTSIDE, is air from outside the building intentionally core:yed by openings or ducts to rooms or to conditioning equipment. AIR, RETURN, is air from the conditioned area that is returned to the conditioning equipment for reconditioning. AIR, SUPPLY, is air being conveyed to a conditioned area through ducts or plenums from a heat exchanger of a heating, cooling, absorption or evaporative.... .._. cooling system. APPLIANCE. is a device :which utilizes fuel or other forms of energy to/ produce light, heat, power; iefrigeiation or ai conditioning. This definition also shall include a vented decorative appliance. r= APPROVED, as to materials, equipment and method of construction; refers to approval by the building official as theresuli of investigation and tests conducted by ] din, or by`reason` of accepted' principles or_ Pests' by national authorities, '.. technical or scientific organizations: APPROVED AGENCY is an established and recognized agency regularly engaged in conducting tests or furnishing inspection services, when such agency has been approved by the building official. IN CODEAPFLICATIO(i AND INTERPRETATION UNIFORM BUILDING CODE Sections 505 (e) and 506 ■ Should an area separation wall be treated as a property • line for the purposes of applying the yard provisions for allowable floor -area increases? A . Section 505 (e) in part states that "Each portion of a • building separated by one or more area separation walls may be considered a separate building . . ." Thus, if an area separation wall divides a building into two buildings, there is no yard between the two buildings at the area separation wall to apply to the allowable area increases addressed in Section 506 of the code. Section 3207 (c) ■ We would appreciate information on the background • and intent of the last sentence of Section 3207 (c) which reads "Overflow drains shall be connected to drain lines indepen- dent from the roof drains." ■ Section 3207 (c) intends that overflow drains be com- • pletely independent from roof drains. The section re- quires roof drains be installed at the low points of the roof and that overflow drains with the inlet 2 inches above the low point of the roof be provided. The two drain systems should be completely independent of each other. The rationale for this is that in the event that the roof drain becomes clogged, the overflow drain on a completely independent system is available for the emergency. An alternate to providing roof drains is to design the roof to support possible ponding of water, in accordance with Section 2305 (f). Section 3305 ■ What are the hazards posed to the occupants exiting in • a corridor system having intervening rooms? ■ The reasoning for not allowing corridors to be inter - A • .rupted by intervening rooms is that once an occupant has reached an area providing a certain level of safety, that level of safety should not be reduced as the occupant progresses through the remainder of the exiting system. The code provides an excep- tion in Section 3305 (a) which allows foyers, lobbies or reception rooms not to be construed as intervening rooms if constructed as required for corridors. An intervening room increases the fire haz- ard exposure potential to building occupants and could cause confusion in determining a safe path of travel to the exterior of the building. Appendix Section 714 (b) Q ■ Please explain the intent of Appendix Section 714 (b) as • it relates to the number of exits required for a mall? A ■ In determining the exiting requirements for a covered • mall building, it is first necessary to find its occupant load. You will find that the second paragraph of Appendix Section 714 (b) provides specific guidelines to compute the occupant load. The result is based on applying an occupant load factor other than that specified in Table No. 33 -A for retail stores and is based on the (All Interpretations are based on 1985 editions, unless otherwise specified.) gross leasable tenant area only. Note that the gross leasable tenant area used to compute the occupant load is established in Appendix Section 711 (c) and is unique to covered mall buildings. The occu- pant load factor to be used is dependent on the total area of the covered mall building. The exit requirements are determined based on the total occupant load thus computed. UNIFORM MECHANICAL CODE Section 406 ■ I frequently hear reference to "sealed combustion sys- ■ tem appliances" in the field. What is a sealed combus- tion system? And why isn't it mentioned in the U.M.C.? A • Sealed combustion system appliances were last defined A • in Section 421 of the 1973 U.M.C. In the 1976 and subsequent editions, the name of an appliance designed so as to obtain combustion air from the outside atmosphere was changed to "direct vent appliance" in keeping with the standards governing construction and testing of such appliances. Section 420 ■ Has the meaning of the term "readily accessible" as • defined in Section 420 been changed over the years? A ■ Yes. The 1976 Anaylsis of Revisions indicates that the • definition was changed from that used in the 1973 edi- tion by an added phrase at the end prohibiting the use of portable access equipment (ladders) when the code requires that equipment be readily accessible, The 19135 definition remains the same as the 1976 version, which means that equipment required by the code to be readily accessible must be accessible by a stair, or floored passage or a fixed ladder. Section 504 (f) ■ Uniform Mechanical Code Section 504 (f) requires that • LP- gas - burning appliances located in an above -grade under -floor space or basement be provided with an approved means for removal of unburned gas. What is an approved means? A • When the word "approved" is used in the text of the A • Uniform Mechanical Code, it is used in the sense de- fined in Section 403; that is, approval by the building official by reason of accepted scientific principles. As applied to the specific question, the accepted principle would be gravity drainage of the unburned fuel to a safe location outside the building because the LP -gas vapor is heavier than air. Thus the location of an LP -gas -fired appliance should be such that reliance can be placed on the weight of the vapor causing it to drain to a safe location. Such system is safe and reliable because it does not depend on the use of detectors, forced ventilation or availability of electrical energy to assure that vapor removal will occur, Electrical and mechanical systems are subject to various failure modes, not the least probable being that the mechanical safety system may be inoperative when it is needed. For the foregoing reason,ICI3O has advised previous questioners that any alternate system for explosive vapor removal should be evaluated in terms of its equivalency to the effectiveness, reliability and safety of a gravity drainage system. ■ P:. Pruduct. Presentation • ante Stops products are ' :i•plytic, formula that .pre.' troin spreecling by ?,:ireloping a chern;bally self- i'llOguishing reaction. These have 'all been tested by tecI States Testing Company in with the various ,UL., have e also passed the 25.853 , 23.853 tests with the FAA' • , • • me Stop products are : .,:f..'nemietil to apply because v only recluife 1 APplicatiOn • iporating lovi.pressyre spray • in comparison with lire retardants that require 2 . 3 applications with high .'...*:..s5ure equipment. Please . • rlember Flame Stop e shipped ready to use .with no ' • .. ditionaI mixing needed; Our :tsducts guarantee the highest ::..aiity the' suppression proteo- . • .4 available in the tire retardant - histry today. 11, 'Flame Stop 111 is one of the most unique tire retardants available. on the market. today. It can be. • -Mixed with any latex paint:or. ' • latex WOO stains. It. requires nO, , • seal coat Orore-doat.as do most • other paint systems.: • - tt.haa an indefinite shell.life.as .., do most other 'systems and since' is not Onbrriixed with the paint, :: • Flame Stop II has additives that seat in the fire iitai.-.:' chemicals.,1t;not,only retards The material being ,trea•.:, :but.iireilther7p.oziofaltae.well,, Elaine Stopllhas a ier• .. to bring but the naturaltisauty of.wood surface whar • it be shingles or othetexterior wood, ,products. The v..1., ' proofing is, awl mplished be cauSe ater the product allowed to dry It becomes inselublein • .. • :'*11 Can also be applied to various types of fabrics Ilia: ..,. adhesion bond. '• ' - . • : '' -: • '; :‘ ..• - • 'used for exterior purposes such as awnings, stage: 4, ', , • • .• ::,' : :' ' , -. .. . . -.......... clecoratiOni coslues . 'c-111:aiSa'oloilci. very well or. et ,,,,`• - , :: ,,,' - : - , ' • .., . - ' : ' , • . ' . :',. , decor thatching,'wood_st 0 props, hay barriers, hule. .. ; . , , , .., .-- • .. . ., . ., : . . ' • . , ••- 'skirts and any other porouve s llirlotic material. Taste:: :. .1 i , ,,..,.. : ::. ' , ' . .'' . .'::' ,.. .: . ': '. '• US Testing Co, NC. (CA'62466) '''1; i'' - • '.'' . . • : : • ' • .• • . ... - - . . , • . • ..:' .-,. . . . : • ' : , . - , . Just one.application of. Flame Stop 111'w311 provide a • • Class i3.fire rating., The mixture is 16 ounces of Aar • Stop 111 (as it comes in the:conteiner).per 1 gallon 0'. • Paint: Mix thoroughly and apply according to the ins: tions of the paint manufacturer. In most cases, the ture will become thicker than desired and will reeuiri • approximately 1-2 pints of water A01)0 added, thirelvi • • can be said, that Stop. III altio.UsefUl as a p extender; If 'Flame Stop Ill stored in a Cam I': • (less, than CO degrees,fahrenheit),. it may be necessa7:, 'pour hot tap water. over the Flame Stop 111 Container ' • order t� facilitate' themixing. ' . , • • • , . • glop 01 has been saued.a rep�rt UnitedStates ting company Lab 1 106. Th pod verifies a Class...8 rating': OPqd 41 0 test,d'tO'NFPA.256, ttNFP,A 101. Ut. •72.3 1 Standird: It alto c a rr ie s CT $ a JBC Claa r , • • • • . . att. a (.1)111- co Ii )ibed midiuonal vo ,itt:s di - • • • • • • • • • • • . . „ • - uu lantifa,?tu ed " 7 • ? INF 1i:■6;{ !,p4 k fr r r, „A 4 • 1 / D. R. STRONG Consulting Engineers Inc. 10604 N.E. 38TH PLACE, SUITE 101 September 8, 1992, Schneider Homes, Inc. 6510 Southcenter Blvd. Tukwila WA 98188 Attn: Dale Schneider RE: Building Construction Notes Dear Dale, This letter is to verify that the retaining wall footing as poured September 4, 1992 is north of the property line by a minimum measured distance of 0.2 feet. (see attached sketch) If you have any further questions, or if we can be of additional assistance, please give us a call. Sincerely yours, D.R. STRONG Consulting Engineers, Inc. Paul E. Miluski, L.S. Director of Surveying PEM /DRF: sk .r. SEP 1 c • KIRKLAND, WA 98033 (206) 827-3063 • TOLL FREE (Washington State) 1-800-962-1402 • FAX NUMBER (206) 827 -2423 92- 142.100 a 1 D.R. STRONG CONSULTING ENGINEERS INC. 10602 Northeast 38th Place Suite 101 KIRKLAND, WA 98033 (206) 827.3063 p c9 SHEET HO. CALCULATED BY 1)12.P CHECKED BY PROJECT _err T! X JOB DATE 09 -R-9z. OF DATE �-- �c icl4a �orb/� August 5, 1992 Dear Mr. Schneider: Sincerely, 6P ack Pace Senior Planner City of Tukwila Department of Community Development Rick Beeler, Director Dale Schneider SCHNEIDER HOMES, INC. 6510 Southcenter Boulevard, Suite #1 Tukwila, WA 98188 Subject: Building Permi This letter is in response to the revised plans submitted on July 31, 1992. Upon my review of the plans, the exterior changes proposed for Buildings A, B, C, D, E, Fl, and F2 will require (BAR) Board of Architectural Review approval prior to completing building permit review. The revised building permit plans will be sent back to you until BAR approval is completed. You may want to submit revised plans for the Recreation Building, which does have BAR approval. Please be advised that no further building construction inspections will be accomplished for anything except work approved and shown on the approved plans. If you should have any further questions, please feel free to call or write. cc: Duane Griffin Building Official t John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431 -3665 July 27, 1992 Dear Mr. Schneider: Sincerely, Jack Pace Senior Planner City of Tukwila Department of Community Development Dale Schneider Schneider Homes, Inc. 6510 Southcenter Blvd., Suite 1 Tukwila, WA 98188 Subject: Building Permits #6543 -6563 This letter is a follow -up of our conversation on July 28, 1992 regarding the height and design changes to 62nd Ave. S. Condominiums. It appears that buildings Fl and F2 may not comply with the building height approved by the Board of Architectural Review. Further construction work on these two buildings is at your own risk until this issue is resolved. As discussed, you will have a surveyor check the elevations of buildings E, Fl, and F2, as well as, check the cross - section on page 34 of approved plans and page 2 -7 of the grading plans. It is important that this issue be resolved as soon as possible. In addition to the building height issue, any building 'change proposed needs City approval prior to construction. Should you have any further questions, please feel free to call. John W. Rants, Mayor Rick Beeler, Director Hand Delivered 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431.3665 o at 657/ ( 457‘ 65 D. R. STRONG Consulting Engineers Inc. 10604 N.E. 38TH PLACE, SUITE 101 • KIRKLAND, WA 98033 (206) 827-3063 • TOLL FREE (Washington State) 1-800-962-1402 • FAX NUMBER (206) 827 -2423 July 24, 1992, Schneider Homes, Inc. 6510 Southcenter Blvd. Tukwila WA 98188 Attn: Dale Schneider RE: Building Construction Notes Dear Dale, This letter is to verify that the walls of the F building garages asbuilt hold or exceed the minimum setbacks as shown on the Architects Site Plan sheet 1, last revised March 28, 1991. Additionally, the asbuilt elevations of the referenced garage stem walls comply with the D.R.S. Grading and Road Plan sheet 2 of 7 dated January 18, 1992 and last revised February 22, 1991. If you have any further questions, or if we can be of additional assistance, please give us a call. Sincerely yours, D.R. STRONG Consulting Engineers, Inc. PEM: Paul E. Miluski, L.S. Director of Surveying • rQ 1 ; 22341 EXPIRES q ^ 6 - R DATE: 6— / / / l CONVERSATION RECORD MON TUE WED THU FRI SAT SUN TYPE: ❑ Visit ❑ Conference Telephone– Olncoming Name of person(s) contacted or in contact with you: Organization (office, dept., bureau, etc.) 2s- Location of Visit/Conference: SUBJECT: 4 SUMMARY: _z- c l/ 72 /' // ``'' l /l r' /4hi.r>���'7 �7 Q��,j C��✓ /.,� �/� h f - iLra � 4'- 6 .. v l�j� 47 ) 44 %S e l /1. Uf f; ./ c5' v'- 7 4 1 74 rro - TIME: A.M. P.M. l4Outgoing Telephone No.: 41.4 . - FOR OFFICE USE ONLY G- 'c • S ,-5 . --e 7 ; < / f 206 -827 -2423 D.R. STRONG DI R. STRONG Consulting Engineers Inc. 10604 N.E. 30Th Pt.AOF, SUITE 101 • KIRKLAND, WA 88033 (206) 827 -3003 • TOLL FREE (Washington State) 1800. 882•1402 - FAX NUMBER (208) 827 -2423 May 23, 1992 92 -142.1 Schneider Homes, Inc. 6510 Sauthcentex Blvd. Tukwila, WA 98188 Attn: Dale Schneider RE: Building Offsets to Existing Curb Lines Dear Dale, our review of the relationship of the architect's building plans to the as -built location of the curb on the site does indicate that the architect's layout of the F2 and F3 buildings does encroach on the expected 15 foot offset to the curb. Building Fl, as indicated on the architect's layout, does not encroach on any offsets. This letter is to inform you that the location of the F2 and F3 buildings, as staked by our field crew on the site this morning, holds a minimum offset of 15 feet to the back of existing curb. The location of building F1. as staked previously on the site has not been modified. If you have any further questions, or if we can be of additional assistanoe, please give us a call. Sincerely yours, D.R. STRONG Consulting Engineers, Inc. Paul E. Miluski, L.S. Director of Surveying PEN: (05 r c0 5 W 643 P02 MAY 13 '92 11:19 [MAY 13 1992 1 CITY OF WOW* OW fie _ Ie A u Ii ��9 4 I �9r,�1 0 nP hod 4.1. 4 y 5, 1092 RICEIVED ALE 2 11992 r 't AKA∎ ►r.11, -.. `— KIiJG,CO �E�tL�H TEL N0 :2y 2yG,�k1'lc` r f s wa t ` «ani �'MSroJ vi, 4 . . I • i1T 0 yr I 1 Lead De'wtapunent Division Parka, Flouting and Aafouronn Dom rtm.nt loo • 10 h 1'I�o1 adutlteaat / J ' 110vua� Wrt ott D1006 $400 Z) f it To: Tom MoPortal Manager, Building 1teview i Fmtt Henry Opelriupervisor, Plan Review , , R1 RZAWMPMIRMat ra PPL t1m,)cd'S 1 i I I • issue of propane - fueled L wb o e 'ted i.n; beee tente d o r below grade has been the eub j et,t of muvh ! di seoua lion. A� policy ideveloped b industry and a .proved by ; B ; LD) is needed. Zn the interim, we need to a dr se r trip a iast1ee on i s case by coos basis. Accordingly, he 'following : outlines specific re gUiremente that should be applied. , 1 I 1 B. eemerit$ end /or lower floor levels thout : an ice, will not be allowed to use propane- tue)eQ r. Other fuel eyetemc mue►t be considered for, those tripe applications, , i A! basement ands /or lower floor level with an eke si! . A ft > may have a propane - fueled .� #dwweat ' l:ub a;t to t e o ow t, APPL.cnn PPL,tnnit:.Ca' 1, The 2 shall be installed ad j aoent to th above grade exterior wall. 2, A one - hour tire resistive wall shall enc 6ha APiPL4, & C. ' ofti111ttlstee. That door to the eneloaure shall: be 0 self , *lo one hour rated smoke control, a embly Ducts penetrating the enclosure to not ;r oczuire fire dampers. Two vents (loo square inches each in siz ) ehpl.l be located on the exterior wall of the enclosure One vent 'shall be located at flooi; level and' One vent within d inches of the ceiling. Vent, may balsa screens but no louvers. i 1 I T foregoing requirements' reflect conditions pr;e oribOd by A tiole 74 of the Uniform Fire Code an4l a 'e cones iderod i as an a proved nt.thed for separation of flammable gas 'f IOm .buildin i t eriors, ' . , N tea ! abov0 i1 4 � yel l±i iss a wall whoee• ful1. 1 JUL - 28 -Jd WEU 1U.3b SCHNEIUER HUMES INC FAX NO; 2424209 • .r -1 ' i''d6t 359100 -Ococ) DUYL1t'8 FINAL OTTLEMEN T S ATEMENT Date of Proration s March 6, 1992' Escrow Officer: Mia A. Steinberger Property Address: 62ND AVE & SUNWOOD BLVD., TUKWILA, WA BUYER: SCHNEIDER HOMES, INC. SELLER: 62ND AVENUE S.W. LIMITED PARTNERSHIP SELLING PRICE - FUNDS DEPOSITED AT CLOSING earnest Money IT 'l'LR CHARGE(S): 1/2 Escrow Fee Sales Tax - Settlement Fee BLcORDING CHARGE(S): Deed BORAmXON011 AT PER Taxes 7,988.86 annum DITI ONAL CHARGE(S) : EXTENSION FEE TOTAL AMOUNT DUE, FROM BUYER TOTALS TRANSAMERICA TITLE INSURANCE COMPANY By: Mia A. Steinbe er, Escrow Officer SETTLEMENT AGENT: Transamerica Title Insurance Company 320 - 108th Avenue N.E. Bellevue, Washington 98004 Escrow No. 732372MS March 6, 1992 PAGE 1 OF 1 pEBIT CREDIT 500,000.00 650.00 53.30 8.00 P,02 399,268.87 ' 50,000.00. FROM TO 01 -01 -92 03-06 -92 1,442.43. 50,000,00 ,0.00, t $ 500,711.30 $ 500,711.30 4 x , ' Name of p rson(s) contacted or in contact with you: Lyi e Z.444c6( Org at on (qfflcq, de4.. Imeau, e Locatlo of Visit/ConferenceNJ SUBJECT: pc),9r,pov/' (47 Q X'/ 12r )ceTe e2LT J ?ce 6)&6' A 4 / Signature: CONVERSATION RECORD DATE: .7) / / / ' FR! SAT SUN E WED MU TIME: TYPE: El Visit 0 Conference ((Telephone — Incoming 0 Outgoing o Mafyiapr A.M. P.M. FOR OFFICE USE ONLY Telephone No.: 72212,2 A 77 e 0/..0.1J) SUMMARY: AA 1 / 1 11 r 1.041dr i' e.... _CALL( h4 e,( 0 -f 1 /egr o to I v 141 0 git4. I , 4 „ ) I) pp lico - i ,--is. 4 77-36,2 1) V -.?e/.. ik <cs: i cf -1- -1.1 1),435 e) Q t) I 6 IA nntA)1 P i e . ) fli -n q I :- .. Pn- et.c1;(-_,,, loci 1 A -4 9. , / (1 ri 6 OvitJ 6" ill c e / '8°0 O(ciy,5' 4,--n.-/ fA e) 24___ILLUIL212- Q., I 'kJ 1.0 fiek.li ()1,,,,,i p . .49 kti i 114 1 i s ..) h # c yto. Y�tIk,ef 6/ c_A Title: - hr;$.-iu rAl 141JJ FAX FROM1 COMMENTS; �.C HNE1DE� I [AMILY110MS ' _ ` ' fc }r�ir WO I 2111& - T O. U-4 ' Y.MW SCHNEIDER HOMES, INC. 6510 SOUTUCENTER BLVD., SUITE, #1 TUKWILA, WA 98188 (206) 248 -2471 FAX # (206) 242.4209 • NUMBER OF PAGES INCLUDING THIS COVER SHEET: —) MI WV cfgze-e.i0 W IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL JOANNE COLMAN AT (206) 246 -2471. THANK YOU. APR 1 61992 CITY OF TUKWILA PLANNING DEPT. bum/ Sduthconrer 8ordlev4rd, T ukwili WA gt31 (206) 431-3670 'E; tESCAi • zuK;r -- :o - • b h'i"zz; ' i i'DI : 4\. - ';1 a M " PL'rAl 'i c 41 541V ` "c c rzx m''f x " ,� k .,,,.: 1,,h9x.« wdi. 11' 1 ` a✓�ti�IMN "; >.r .•. \. (;" ..'�''�".��' ��'u:)y "nAy i�a wh.,✓t1NtN,� V ...v.IaM � .. ..1. N TH ER: w,t,ilif ,..... „i„N �k .n s„ %..n xeA ,':.1+. '.: "4 RO �- • • .� " .i ' ." :, « �'��w.� wtl rIW 1 t'. ' :.• „!c`.�` " ' 'a ...x ' ''.�r ''' '� wi r 4. N♦ hA .'z'i.n..141i./. .: i e » ` PLAN CHECK PERMIT 416543 -6563 & 6571 -6576 NUMBER . ... .N, 1c / / 1oAI... 1111.1.5 . HF .. ^ f / r ,.I r rp mil Y .. . ;.x:w .�a.,;;�;�:d;<TTTtt'�'� <.t .,H..v .• .. •Iwo. v+w�siY+MAh v . .An . . w. ^ *Ns�, - - SITE ACORNS S 1'E #i 62ND AVE S & SUNWOOD SOUTH VALUE •F 0 *NSTRIJe Giv - r ROJEOT NAMEITENANT ,.— CRYSTAL RIDGE ASSESSOR ACCOUNT # TYPE E OF LSNew Building - 0 Addition Tenant Improvement (aommetiiai) Demolition (buila,ng) — WORK; ❑ Rack Sfn raee a - Reroa9 Cl Rr3.rnade{ t residenlikt) 0 Other: - DESCRIBE WORK TO BE DONE: WI INb1 USE (o1iIo ware house, etc,) . , ,,,Aj �+ �1 a R C r t3 fN Ey 7, WILL '!t ER£. BE A CHAN N US fi? No U ?eS If Yes, n ew building requirements may need to be met. Plow explain: '— SQUARE FOOTAGE • Building; — YQnant SpacQ; Area 0 Conshuotion, WILL THERE BE STORAGE OR USE OF FLAMMABLE. COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDI t37 O No 0 Yes IF YES, EXIA.Ak .• P"PER7Y4 F SC HNEIDER HODIES, INC. PHO E 248 -2471 ADDRESS 6510 SOUTHCENTER BLVD., TUKWILA, WA 4 P 98188 CO RAOTOR SCHNEIDER HOMES INC. PHONE 248 -2471 248-2471 ADDRESS 6510 SOUTHCENTER BLVD„ TUKWILA, WA ZIP WA, ST, CQNTRAOTQR'S LIOEN SCHNEI *245 P8 EXP. DATE L0/28/92 AROHITEOT . SAME AS ORIGINAL PERMIT - PHONE ADDRESS • P - nrr\ u. rr,1 i-+ DO JLn1rtJ IJL' r, Minn 1 NU et4 t!r q'dL tiS5 HU. L4G4L s J TUE PUB WORKS iii 0D2 BUILDING PERMIT APPL1ATION * CITY OF TUKWILA Department of Community Development - Building Division *CHANGE GF OWNE7: SHIP J BUILDING OWNER OR AUTHORIZED AGENT SICiNATUR '•111,1"'_ - BLVD,, TUKWILA r. V ti 4 tin;5yw.. k 4 L^ra"` DATE 4/10/92 PHONE 248-2471 GiTYCZIP 98188 ADDRESS 6510 SOUTHCENTER BLVD„ C, BLOSS PHONE 248 -2471 _ APPLICATION SUBMITTAL In orderto ensure that your applbalion Is accepted for plan review, please make sure to IAI out the application oorr to tety and tallow the plan submittal cheolelst on the reverse side of tills form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirerrments. Application Grid plane must be complete in order to be accepted for plan review, VALUATION OF CONSTRUCTION Valuation—kg now oonstrucaon and a are caudated by the Department of Community Development prior to application submittal, Contact the Permit Coordinator at 431.0070 prior to Submitting application. in all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Divialdn to comply with current fee schedules. BUILDING OWNER ! AUTHORIZED AGENT R the appfioant is other than the owner, registered aroltectiengineer, or gontr3otor licensed by the Stale of Washington, a notarized letter from the properly owner authorizing the agent to submit this perttit application and obtain the permit will be required ae part of this eubmittal. EXPIRATION OF PLAN REVIEW Appacatlort3 terwhloh no permit is Issued within 180 days foil:ming the date of application shell expire by limitations, Tire building official may extend the time for aotlon by the applloant for a period not exoeeding 180 days upon written request by the applicant as defined in SQaticn 304(d) of the Uniform Building Code (current edition). No application shall bo extended more than once, K you have any questions about our process or plan submltta( requirements. Please contact the Department of Community Development Building Division at 491.9670. NTACT PERSON IY.. •.r.��I.Y l ._ APPLIC ID AOCED DA AP P RES C17'Y OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 311iP :1366 DATE: I l l y I qq I SUBJECT: .� 12- COJ c C` 3fio-\ Ri ck9p Pp art m.Q ri \1 c* Conk - r - r u on b d on S ►'∎1d `10A.0 T)(,tc,L , Apr i I / I aNq TO: FROM: k;\ 1t�i 3 u ild Su\ d. s car 3 car Oar G Ca r( .. 6 Car Cay G aro SL cF Car je 3 StoA\ Cod P0(+ CGrpor-k- 5 t-011 Carp 0 d MEMORANDUM PHONE # (206) 433.1800 rt Gary L. VanDusen, Mayor 11 , o 191 aacr- (5) 6, (Da ° teach (q) <6 13 (I) o czi . Loo €,1s.h I' c4qo� 500 each -Joo ,4 0 Q0 wG as .bs( 040 j, o• \- ocnut-0 co. Q..G k-rs)d °a. , 4.4w.re °1-)-''onM ' '930 (dr) 00 1-7 4 bilge) hG) Lhgl-2h°) figg- is(J) og QG h - )(1c Q0 ' L U'1 00.t_Gv \A?pAog L-10!-\- €121 bb. 0 )1-4 x1'1 oGgo) `PI\ o 5 1 00 • 1-7G .41 ) 3 1 0G LLG 'LI / G- Jog ui:PI!nc3 U !-1-1'0 ITA • gG 1 i gLe • b' () )11 ( 6' • • 1 0G r ?f l) '&4D.ii()g co - c.9) ( I ooft uaixo k ' L. LG b ' 0 11 - rt x 0 Le 1 I 4tratul-TFAV- 0 o'g1 U o c\ r (\ . ' Lb G ,oe QG 1 1 00 -. Lo d �.. 1 4c u b ggde) 43# 00g 'I NA -- AkT3 . J n uola co•GLet-_-. OG ;aqj J A la �p1 x000 1 .. Mj( J0 . 00 ' a b • -W O 001 a QQ b £1 ash 'a 1 x oe 10G9 — Lgg q f, -- a Qc ' H1 +,1w-Q U ► pl + ng .. °) g5 GGG ° 1 _(') f - ce CO)1 Cie .)■() 00 %cri "J utla ocyd b kv,Aja-a CIA9vIng uoiro (\iv lb' x ;0 001, O)g cT) 00 e QG bel --410\-3 00 h uv) 00' 0)L. -1- 1 . 4 1 ) 21 1 ,ng uol4_Nooror\ 'SGI-YG no' 0( f x �o ; h L.G( sop e CA-AQ • °owl., 4 7..-oxoe 6e * \'10-4-03._ Qe4)- -ereitvwjin OD'1,..1 00 4 Aii,u rad bui,c1Ing ■• c.,{oH- po (1 • 19bol lici e 00 )C- 1 1 c) igs€ vals33, 05‘i J co 0.9) >0•a\A Lroid 00' • I2C 4!uusaj vu!Plic)g uo1.9nrof\ (e obh C 77-777737-. -wro t.Scil 1? 1 (e) Poo Plod oo'GLG C 40dIsemis ?" oo.Lic >fret usola coWC _4p ' Q. W1VQ • 10 obs gie 0 oglib vod og•ml )nG e bst-gl ocr 1 roc' co i >P k-4 d 0 L1 I b-€ 00• cA,vd as . L.e 114 - ra 1 p ng 4ioaDas ( .pa.) CJ - cp• -, (091 - N4()J- ' - r )f\G O ) O) `-protic U■NO c t 0 ° hb --\ ZIPUng onto I Pi 1, 7 : - 119' ic gt.... -( Ti ;.---43-C1.-63.5. TO: FROM: DATE: SUBJECT: (10/T2 . MEMO ) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 483.1800 Gary L. Vanousen, Mayor MEMORANDUM -) F, I P1; 51L4U)tY7J(.L lL /Fez CL'VC �5NJ C (at (I) /2e(J d o-, - lam 33 (1,04) .2$14&,9q = . 555, 335 CJGhuCe i an- I/ 00 7'o t ai.. 3)&55 (50 88a (ii bldg) . q5 y' X - / , = 11. Ua-Gu c' o I ` f 13Gu1 �� ,�,��.m,� act-14/ ci/LeC,e, 6w' a10/1Q -t° roe-a. -e (.1 body) l 4 -136o 4 /5" JLa.g, o� /05, 0 x, 50 ,8tul c7', 7a 59, 00 C/744 4c, 50 raze / 53,50 I/ q 7.00 ()eau ati ( y 500 x .65/5:g = /x,176 va2ua&o2l 4u/ j P r,nv>L L /35,00 p/ g$ 100 Tcot A27 . 5 - O . (eaa 00 bg 1 f4^ rrrP/) 00' egg 12 LW ' o $ ...... _ . .._. /�/ /� ' /- b f'' .ot7 .. . _ X .pg��� .... bpl�' 1,0 7 1 T1 I NA. E P c L K UP ft-a sr t_._ R o &� c /kP1 i E G 72tc-k) PA s Atuv-Atz, -114&-r Two No p ► nOot... Cam. 5 (su uNKNawN) lc\ c 1 0 P c Tt U kL CA ILTS 'W �2.e NoT CST a F P&a.MtrS Ct s,c ro Due Tr.) Th (S IAF-u )v S t\I 01 Mil .1 T v�► U- �-z� SA R2 / 7 1 - c Co- `r T1--IS a ►'`n I SS10 N :QUO So1'aM t T / 0 r1 o ... 1 _K.IT kPPL\ CA tus A D (PA-t - rttc. S 6SE,uout = y N-5 C6 KM ► r () au Q P)CKJC7 ��6Z -w� c �c'S J P VT I C Nvo 'c 0'. A b5(03i4/ RECEIVED CITY OF TUKWILA MAY 3 1991 PERMIT CENTER STE) NVALL GENERAL CONTRACTOR May 2, 1991 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: Duane Griffin RE: Extension of Plan Check Time for Building Permit Applications #89-362 thru 89-381 Dear Mr. Griffin: Mr. William Jeude, the Managing Partner of the Ownership, has been informed by Mr. Jack Pace, Senior Partner, that the Plan Check Process has been completed and the permit is ready to be issued, and it is unnecessary for any further time extensions as required in your February 7, 1991 letter copy attached. Please return your written reply that you agree that there are no additional time extensions required. Gary R. Steinvall President cc: William W. Jeude Lyle Landrie MSTEINCC131 Co WARR MAY 0 3 1991 CI OF Tumrv,LA PLANNING DEPT. P.O. BOX 2458 • KIRKLAND, WASHINGTON 98083.2458 (206) 822 -6440 FAX (206) 827 -7258 (5? ST CAPITAI, CORPORATION William W. Jeude, President April 15, 1991 Jack Pace City Tukwila 6300 Southcenter Blvd. Tukwila, Washington'98188 RE: Crystal Ridge Apartments City of Tukwila Permit Submittal # 89 -362 / 89 -381 Dear Jack: It is our understanding that all approvals have been completed for the above referenced permit. We request from your Building Official a letter stating the terms and conditions for allowing the permit to be ready for issuance 'but . not issued at 'this time William W. Jeude President tJnivest.Capital Corporation Real Estate Investment and Development. Kirldand Piece 13uildiitg ' . 911 5th Ave., . Kirklentl WA 980.33.: CITY OF TUKWILA 6300 SOU -iCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL DATE i4PR /L Q / �9 I PROJECT NAME ZRYsT/9L M Pc C 4P75 , ADDRESS Cpl ND Av E. S SUNW Bu✓l) CONTACT PERSON C7 �4R.Y S TS ,_ VAL L_ PHONE id 22 — (0440 ARCHITECT OR ENGINEER D. R, S i 11,D N G► ' - �U I�1�41.1� �'k' 1 LL PERMIT NUMBER — 362/ 139-3a / (If previously issued) PLAN CHECK NUMBER TYPE OF REVISION: CIVI DRAM NI G 5 ) SHEETS 2 77 3 /7 4 /7 5/ 6 /7 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. RECEIVED (ITV (WT IKWILA APR 0 91991 PERMITCENTER SUBMTI'1 TO: CI7'Y OF T UKYVILA 620(1 1 l.1CI ' �ER 01 M!?!), TUK IV!L,1, IVA SI!INGTON 08188 Dear Mr. Steinvall: PHONE/112061 Mr. Gary R. Steinvall, Gary Steinvall Construction Co. P.O. Box 2458 Kirkland, WA 98083 -2458 RE: Site Address: 62nd Ave & Sunwood South: 62nd Ave. Apartments Request for Utility Permit Resubmittal #89- 362/89 -381 Gnry l.. l'a"Uusr", Alapur The Public Works Department has reviewed the site plan for the above mentioned development, including revisions submitted January 24, and requests that you resubmit the plan to address the following comments: 1. On sheet 3, west of building A, the retaining wall drainage, with the comment "Drain to Daylight ", was previously directed to inlets on site; the plans received on 3/15/91 show this drainage directed off -site. This flow should be picked up and directed to the public storm system. 2. On sheet 5, please move the taps for water services for buildings E, Fl, and F2 to connect to the public main. 3. On sheet 2, please add a dead end sign, and a stop sign and stop bar at the intersection of Sunwood Blvd. and 62nd Ave. S.. 4. On sheet 4, CB #2, 54" Type II, please relocate the ladder and lid away from the pipe entry point. 5. Revise the drawing to reflect changes per the Tukwila Fire Department with respect to sprinkler vaults, and the location of the PIVs. The requirements should be settled in a meeting with Don Hill, a representative from TFD and me. Please have Don call Arline Mccready at 433 -0179 to arrange this meeting. Please provide (6) sets of your revised site plan with your resubmittal along with a copy of your Utility Application Permit form and construction schedule via the City's Permit Coordinator. If you have any questions, please feel free to call me at 431 -3673. 4n 7eel ,7 Phil Fraser, Senior Engineer RSH /arc:RSH04:Sunwood3 'cc: Denise Millard- Permits, Read File, Dev. File: Sunwoodlil iCX; -:f■ H. t+.J_VILL. A1A A> C1 t TE f' 1102 -19TH AVENUE EAST • SEATTLE, WA 98112 ' (206)371 -1192 March 29, 1991 Jack Pace City of Tukwila Department of Community Development 6300 South Center Boulevard Tukwila, WA 98188 Re: Crystal Ridge Plan Review #89 -362 thru 89 -381 Dear Jack: This letter is in response to our phone conversation Monday March 18, 1991and subsequent meeting on Thursday March 28, 1991, in which we discussed several items to be completed prior to issuance of the Building Permit on the above referenced project. 1. Soils Issue: Soils report currently states construction is only to take place during "dry months ". Amended report to follow from Gary Steinval l's office. 2. Retaining Walls: a. Maximum 6'.0" height of wall specified on revised sheet 33. b. Walls to be textured by using form liners by L. M. Slofield Company - Model "T- 8430" or equal and painted to match stucco in building, c. Walls are to be modulated through the use of landscaping cascading down from top of walls. 3. Siding: Siding type: Lousiana - Pacific "Inner -Seal" siding, 4. Lighting: See revised sheet 1 for note regarding lighting spill over to adjacent properties and roads. 5. Signage: It is our understanding that all signage must be reviewed and approved by the B.A.R. 6, Open Recreation Space: An erroneous designation of square feet of open recreation space on sheet 1 has been revised to match open recreation plan on sheet 31. 7 . Basketball Court: Basketball court and backboard to be oriented per plan, sheet 2. Jace Pace March 29, 1991 Page 2 8. Colors: a. Siding: 1. Field: Olympic "Butternut" or equal 2. Trim: Olympic "Beige Gray" or equal 1 Accent Trim: Olympic "Forest: or equal b. Singles: Malarkey "Olivewood" or equal c. Stucco: Dryvit stucco "Sandlewood Beige" or equal d. Deck Membrane: Gacodeck Urethene system "Adobe" or equal e. Windows: Bronze Aluminium f. Deck Rail: Olympic "Forest or equal 9. Children's play structures: a. Play Designs Model 450-124R or equal 1. Platform 2. Tube Slide 3. Double long wood roof section 4. Store front corner 5. (2) Activity panels 6. Steering wheel 7. enclosed step action 8. Inclined access ramp 9. Wave slide b. Play designs model 450-121R or equal 1. Wave Slide 2. Steering wheel 3. Sand play area 4. Enclosed step section 5. Activity panel 6. Plastic roof section 7. Access ramp Sincerely, Albert D. Roberts ADR:sdf 91; * * REVISION SUBMITTAL * * DATE PROJECT NAME ADDRESS (r, 2. N p At. CONTACT PERSON C- x/s.R?' !mkt A L I, _ PHONE 2.2.-6440 ARCHITECT OR ENGINEER p,R, S I k01401 CoN.SOLTI (milG ENCR1 N PERMIT NUMBER I� PLAN CHECK NUMBER 3? TYPE OF REVISION: C 1 V I L SHEET NUMBER(S) CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 "Cloud" or highlight all areas of revisions and date revisions. (If previously issued) SUBMITTED TO: EO3 k , RECEIVED my nR Tl IKWIL MAR 15 1991 PERMIT CENTER Plans Approved Plans Not Approved F.D. Review letter included Hose Station: FIRE DEPARTMENT REVIEW SHEET Building Address: _ A check in this box indicates the address is not descriptive or not complete. Building Owner: New Owner Address: Date: - /3 _ 4 // Fixed fire protection required for this project: Sprinkler: Fire Alarm: Fire Flow/ Hydrants: Min. GPM Required Special Systems: Fire Lanes: Supra Lock. Box: Haz Mat Info Box: Construction requirements required by Fire Department permit: Fire department notations which should be reflected on the plans: TRANSMITTAL PROJECT TO 01 P h,1F`'ni t;,.''Ch G',23to 2ti"f t-1 e .r11 -tcL. Bleb COPIES REMARKS RECEIVED Cr1Y OFTUKWLA MAR 13 Wi PERMIT CENTER DATE f, 111111111111=1 11111111111111& ROGER H. NEWELL AIA ARCHITECT 1102 19TH AVENUE EAST • SEATTLE 98112 • (206) 322-1192 DATE 1'"".? yY\ i'V2„u1° cfl DESCRIPTION JOB# 12-E V 1c zAi - rr'At ' fna..M bt? P- 1 VI Cut) . ROGER H. NEWELL AIA ARCHITECT i 1102 -19TH AVENUE EAST • SEATTLE, WA 98112 • (206) 322 -1192 March 12, 1991 Bob Benedicto City of Tukwila Department of Community Development - Building Division 6300 South Center Boulevard Tukwila, WA 98188 Re: Crystal Ridge Plan Review #89 -362 thru 89 -381 Dear Bob: This letter is in response to your plan review dated March 6, 1991. The revisions are as follows: 1. A 4' -0" concrete sidewalk has been added along the west side of the parking lot by the recreation center to provide handicap access to the recreation center from the handicap stall. See revised sheets 1 and 2. 2. Per our phone conference on Monday 11, 1991. We have revised plans to provide entry doors which have a "fire- protection rating of not less than one hour and the maximum transmitted temperature end point shall not exceed 450° F above ambient at the end of 30 minutes of fire exposure" per UBC 3309(c). See revised sheets 8 -15. 3. The storage areas have been revised to provide a one hour separation. See revised sheet 12. If you have any questions please call me. Sincerely, Albert D. Roberts ADR:sdf RECEIVED r,ITY OF TUKWILA MAR 13 1991 PERMIT CENTER RECEIVED cry OF TIIKWILA CITY OF TUKW]1A MAR 13 6300 SOUTHCENTER BOULEVARD PERMIT CENTER TUKWILA, WA 98188 * * REVISION SUBM1 rrAL * * DATE G PROJECT NAME 124,Q.k ADDRESS - I S 5r 15(.4■10 CONTACT' PERSON ' ....411111.011111.0•4•04 SUBMrrTED TO: SHEET NUMBER(S) c l) 10/ l S L.4 "Cloud" or highlight all areas of ri.wfslons und that:. ro ARCHITECT OR ENCIIN 4-1.1 PHONE PERMIT NUMBER (If previouGly issue ) PLAN CHECK NUMBER 81.- 2.. 11 b4381 TYPE OP REVISION: ( AS SIM Lyett H , W�1 { Mahan&DeSalva CONSULTING ENGINEERS March 5, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Sincerely, gab Crystal Kolke CAG:5 cc: Roger Newell, Architect 1102 19th Avenue East Seattle, WA 98112 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151. (206) 6248150 CITY O TUKWILA MAR 5 1191 PERMIT CENTER Regarding: 90 -T -23 (62nd Ave. S. Apartments - Sunwood Phase III) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. We have no additional comments. Please note that we have redlined the drawings to show two additional section cuts on sheet 25, per Al Roberts of Roger Newell, Architect. Enclosed are drawings, calculations and soils report for your use. I1�11 Mahan &Desallvo CONSULTING ENGINEERS March 1, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Regarding: 90 -T -23 (62nd Ave. S. Apartments - Sunwood Phase III) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Provide calculations to check the adequacy of the Recreation Building (3) 2x10 framing, shown on sheet 25, for the overturning forces from the shear walls above. 2. Show on the drawings a detail of the connection of the 5 -1/8 x 10 -1/2 GLB to the concrete walls at grid C in the Recreation Building. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Crystal Kolke CAG:4 tofe*-- cc: Roger Newell, Architect 1102 19th Avenue East Seattle, WA 98112 • 1200 - 5th Avenue, Sulte 1910 Seattle, Washington 98101 FAX (206) 624-8151 (206) 6248150 1..,,),.r MAR 04 1991 TRANSMITTAL COPIES DATE REMARKS LpoP- 123EV BY 2br. C. RECEIVED CITY OF TtIKWILA FEB 2 2 1991 PERMIT CENTER 1111111111111111111111411.1 11111111111111111111 111111111111111K 11111111111111111 1111111111111111 1111111111111111.1111111111111111111 DESCRIPTION ROGER H. NEWELL AIA ARCHITECT 1102 19TH AVENUE EAST • SEATTLE 98112 • (206) 322-1192 DATE .022, . PROJECT CV p_trr-E, TO t)a.Vantr:r.r.) G WA 9P)(P).e, JOB # 590 1-4 z,/ t?)()\LDMG Coci17-c(7, c(t:s. LE1T7 12CX ERR H. NEWELL Alfa. ARCHITECT February 21, 1991 Bob Benedicto City of Tukwila Department of Community Development - Building Division 6300 South Center Boulevard Tukwila, WA 98188 Re: Crystal Ridge Plan Review #89 -362 thru 89 -381 Dear Bob: RECEIVED art r1PTI IKWILA FEB 2 2 1991 PERMIT CENTER 1102 -19TH AVENUE EAST • SEATTLE, WA 98112 • (206) 322 -1192 This letter is in response to your plan review dated January 4, 1991. The revisions are as follows: 1. Note Handicap floor plan sheet 15. To further clarify, we have noted 18" minimum clear at strike jamb of all rooms. Also to provide this space adjacent to master bathroom door, the door has been moved to the adjacent wall. 2. a. We have revised the parking to provide an additional handicap stall north of building B. See revised sheets 1 and 6. b Signage details have been added to sheet 15. c. Curb cut details have been added to sheet 15. d. See revised stair section sheet 30 for note regarding handrail extension, top and bottom. 3. Per our phone conversation on February 12, 1991, we have specified the use of "Fire Stop II" Fire Retardant applied to siding prior to staining. See notes on stair detail 4, sheet 30. 4. All doors within stair enclosures have been revised to be 3/4 hour fire protection rating. See revised sheets 8, 9, 10, 11, 13, 15. 5. See additional notes added to sheets 8, 9, 10, 11, 12, 13, 14, and 15 regarding lining flues chases with type X gwb. 6. Roof assembly has been revised to read two layers type X gwb. See revised sheets 22A and 29. 7. See revised garage section sheet 22A for expanded garage assemblies. • Bob Benedicto February 21, 1991 Page 2 ADR :sdf 8. Attic draft stops are now indicated on roof framing plans sheets 9 and 11. Attic access panels are indicated on 1/4" unit plans units B and C sheets 13 and 14. Access doors are detailed on sheet 29, detail 8. 9. Plans have been revised to provide required light, ventilation and egress from sleeping rooms on lower floors. Please see revised sheets 2, 3, 4, 5, 6, 7, 8, 10, 13, 16, 17, 18, 19, 20, 21A, 21B, and 30. 10. Attic ventilation calculation have been done and are on sheet 9. Please note that since we are providing cont draft stops above party walls, the calculations are made for the area between each party wall. 0. z-. Albert D. Roberts CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 February 15, 1991 Mr. Gary R. Steinvall Gary Steinvall Construction Co. P.O. Box 2458 Kirkland, WA 98083 -2458 RE: ite Address: 62nd Ave & Sunwood outh: 62nd Ave. A•artments Request for Utility Permit Resubmittal Dear Mr. Steinvall: DEVELOPMENT PRONE # (206) 433.1800 Gary L. VanDusen, Mayor #89- 362/89 -381 The Public Works Department has reviewed the site plan for the above mentioned development, including revisions submitted January 24, and requests that you resubmit the plan to address the following comments: 1. No storm, water, sanitary sewer systems, maintenance access ways, etc. are expected to be turned over to the City as part of this project. Please make this clear by identifying the grantee and grantor of all proposed easements, and provide copies of the easements. Please change storm note 8, sheet 2 of 7, from "Prior to acceptance by the City" to "Prior to receiving a Certificate of Occupancy ". 2. Correct general note 6, sheet 2. 3. Revise the drawing and note 5, sheet 2, to eliminate the use of the 8" plastic traffic buttons. You may wish to use dual 4" raised pavement markers instead. Label the break in the center island as emergency access only, and show sign location. 4. Clarify note at top of sheet 2, "115 LF ROCKERY AS EXISTING SEE ROCKERY DETAIL ". Identify rockery as existing or proposed. 5. Provide a construction schedule (time of year) in addition to the sequence provided on sheet 7. The SEPA mitigation for this project states dry months only. 6. Show removable bollards blocking unauthorized access to maintenance road. 7. Include "note" stating all driveways to be constructed per City of Tukwila standards. 8. Sheet 3, CB #20 should be type II. Mr. Gary R. Steinvall February 15, 1991 Page 2 9. Show roof downspouts. These should comply with section 15.0 of the geotechnical engineering report for this project, which calls for separate drains for foundation and roof. 10. Show separate metered water services for each building. 11. Double detector check valves are required on all buildings of 3 stories or more. 12. Show blocking at all tees and bends. 13. Use copper pipe from the main to the meter. 14. Include a saddle detail (wet tap) for service connections to the public main. 15. Note minimum vertical and horizontal separation between water and sewer systems on plans at locations where they are in close proximity (should be at least 18" vertical when crossing water over sewer, 10' horizontal otherwise - as already noted on plans). 16. Change water note 10 to refer to City water standard drawing W -9. 17. Revise all hydrant references to reflect the City's current standard, Ord. 1567 (copy attached). 18. On sheet 6, the sprinkler pit "577 LA" is to small to accommodate the plumbing required. Please refer to current City standards. 19. Note that Kor N Seal boots are to be used in all sanitary sewer manholes. 20. Please provide a copy of the Fire Chief's comments /review of this project with your resubmital. 21. Identify maintenance schedule for TESC. Identify 24 hour monitoring of TESC. Identify labor and equipment standby for maintenance /repair of TESC. 22. Show limit of perforated pipe in temporary sediment outlet, and call out type of pipe carrying runoff to CH 2A. • 4 Mr. Gary R. Steinvall February 15, 1991 Page 3 ere Ross S. Heller, Associate Engineer RSH /arc :RSH04sSunwood2 xcs Read File, Dev. File: Sunwood III Denise Millard, Permit Coordinator Donald Hill, D R Storong - Fax: 827-2423 Prior to resubmittal, I feel a meeting with your civil engineer to discuss the water system would be appropriate. Please call Arline McCready at 433 -0179 to arrange a meeting with Pat Brodin, Senior Sewer & Water Engineer; Ted Freemire, Superintendent Division I; and myself. I have included copies of the City's construction standards for your reference. If you have any questions, please feel free to call me at 431 -3673. I look forward to hearing from you. CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 February 7, 1991 Lyle Landrie Steinvall Construction Co. P.O. Box 2458 Kirkland, WA 98083 -2458 RE: Extension of Plan Check Time for Building Permit Applications #89 -362 thru 89 -381 Dear Mr. Landrie, This letter is in answer to your recent telephone query about the need for your company to request an extension of the plan check period for the above referenced applications as required by Section 304(d), Uniform Building Code. I have reviewed this subject with Rick Beeler, Director, Department of Community Development, and John Colgrove, City Attorney, and it has been determined that an extension of time is not presently necessary. Based on the fact that an appeal of the decision of the Board of Architectural Review was submitted, then subsequently withdrawn on November 2, 1990, it has been determined to use that date as the beginning of the first 180 day period of the plan review timeframe. Therefore, an extension will not be necessary until Nay. ' 2`ra ::':1991. Please be advised that if the plan check process has not been completed by that date the plan check will stop and the application will become null and void, unless an extension has been requested from and granted by the Building Official under the provisions of Sec 304(d), UBC. If you should have any further questions on this subject please feel free to call me at 431 -3670. Sincerely, PHONE q (206) 433.1800 nnVi ffin Building Official Gary l.. VanI)usen, Mayor Name: 02/06/91 09102 a 206 827 7258 #827-7258 FAX COVER SHEET sTEINVA.X.,L KIRKIAND, (206 FAX D —EW.BAUNRATIL______ Project Name & #1 C TO: Fax W _DUANE. aRIFEEN______.• (ompany: CONSTRUCTION co. BOX 2458 WA .98083-2458 ) 822-6440 W827-7258 ( 1 ;:i L L FEB nu t 4 From: Name: -LII-E-- Number of pages(nOluding this one) --A- Remarks: ALVA-, ktra4SE1LIALWALI..FArm 02i2Eadathatia., watisCielb m bog, tot 11.1146ialttilitaNDAMBLE-NlaM.1 ,F.PPK0.101.1. tomer . CIA Litar attaIG&U.Ohl we mei. R ThF. Sigagar ey.2.-norcH . . E X P I N A Th a L l A t f - - t z t a t _ 0 2 6 L E a m _ r u t r i 4 R i c a eezzLelo .rxilautav vsIRA7. MUST Bv.. wan) Wilma:at Dam_ Please call to discuss4 es U 0 j • necessary: If all pages are riot xecleived, or any pacieis unclear, please call. 0 1 • 5 4 02/06/91 09103 a 206 827 7258 #827-7258 ' _BUIL •. . . •■■•• .. 1 .-•-- • ::.• .•-••••• • ....UT 4 ••■•■•• • • • ■ • ■ • • 1 1 • 4 .77 ••• r!, I 1 ag, 7 _ Re.v1Ext_APPLIcATiptl E r ID 1 _12,/,„.51Q CYN cL 0 0 D5.„$IGN.P0.1.1.1`61_1D0 1- ST 11j - 17 O b. PFou G1 Fpy, F04', ITT /4A_ 13 .__CIZIC.V.NS-1:121 • • 14 IS 16 34 1 111 39 11 • bi P'T IOW ' 01 SP.L.....(.11—..ai.CIL.7. - tfa/C.13Lgag ______ .21.Mgeg& ,ALPPtasPAr_J-4 Li& Ce.)4.- 14 L -EU/M.51:11a. TI) Rrba 1.4 3) CITY pt.: '11.1 1 i 19 7f1 . at.AAT- Fyala {, 77 tRatYSLC240 I) 13 L . emo-rxx,pocp,L2pv.i- n'it.rri DIg.W.st■ hilg/tVNINILE • Wt•I'rrN,O› 1 2. 1 .7 . 9 S LttneR 21 FATONSIrt•1 i;AY.L. b */6 lacE 79 , TRANVEMATION 15:5 LNEW.jcr W&'% .1 10$.1.1e$ 31' 2113>21-531;1 L t :IS . 1? MitAif.61-11RP.E5626._<.-1:1_1-EncR.( 1 011Ei..,r1 E65.tg2M2ST Fog, 014 5 IT Mr/ SIM >AN?, - RSV 1.7 n _ REur5,1014 V,1,.,1 1 ,tra..15 RITA) 1NG Vs? P,Ila 0 I,OFrj, F Frepk 1 t..,10, TACk ' eyr.orittro 'itc!7 Eq. 13l-utea., mTI 1 g,'r Pgr's 3.1411',_, L. 7.44_11S „ (2.) Ro' • - . 7:141 2 2S09.tgilg11 04 3 ;7:;•;:; 4 14 c.,, ,1 • 1r; I ;1 - • 02/06/91 SITE NVALL: eou•t.uetIEN to GENERAL CONTRACTOR October 17, 1990 09102 City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Attn: Mr. Duane Griffin Dear Mr. Griffin: Lyle eL. Landrie Project Manager ti ISTEINCC131 CO Z 206 827 7258 RE: Extension for Building Permit Applications #89 -362 thru #89 -381 cc: Gary R. Steinvall, Steinvall Construction Co. William W. Jeude, Univest Capital Corporation Roger Newell, Roger Newell, Architect PO. BOX 2458 • KIRKLAND, WASHINGTON 98083.2458 #827 -7258 02 (206) 822.6440 FAX (206) 827 -7258 This letter is to confirm the telephone conversation we had on 10- 17-90 in which you stated, "that the 180 day period allowed for plan review does not start until final SEPA action has been taken." Per our discussion, it is my understanding that the final SEPA action was taken on August 9, 1990. Therefore, our current permit applications are valid until February 9, 1991. If we have not received a permit by late January 1991, it will be necessary to submit a letter to the City of Tukwila asking for an extension of the permit application process. If you believe this information to be incorrect or incomplete, please contact The at 822 - 6440. Mahan &DeSaWvo CONSULTING ENGINEERS January 31, 1991 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Dear Mr. Griffin, 1411 Fourth Avenue Bldg. Seattle, Washington 98101 kR 1------ F EB 0 1 1991 CITY OF TtJ& J 4LA (206) 624.8150 Regarding: 90 -T -23 (62nd Ave. S. Apartments - Sunwood Phase III) We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. The shear wall schedule on Sheet S2 only shows 6 shear wall types and 8 types are called out on the plans. Add the appropriate information to the shear wall schedule to coordinate with calculations. 2. It does appear that Detail 3/S1 is needed to show how shear is transferred from the roof diaphragm to shear walls running perpendicular to roof trusses. Calculations need to be submitted to show the adequacy of the braces and their connections. 3. How are the glu -lam beams, that are exposed between the garages and carports, being protected from the weather? 4. How are lateral forces being accounted for at the carports on Sheet 35 and page 1/2 in the calculations? Recreation Building 1. The following shear walls need additional consideration: a) Grids 2 and 4; check the adequacy of the (3)2x10's, at the basement level to transfer shear from the walls above to the foundation. Detail all connections as necessary. b) Grid 5; provide support for the shear walls. Clarify load path. c) Grid C; check the adequacy of the 5 -1/8 x 10 -1/2 GLB for the transfer of shear to the foundation. 2. Provide vertical support at approximately grid F.8/3.6 for the 5 -1/8 x 10 -1/2 GLB. 3. Sheet 22B; clarify construction of floor assemblies. 4. Provide details of the recreation building to clarify it's construction and connections. Critical details must be detailed. The following is only an example of the items needed. Also, provide any necessary calculations to clarify. 4 January 31, 1991 City of Tukwila Re: 90 -T -23 Page Two a) Show connections between the roof diaphragm and shear walls below. Evaluate conditions where trusses are both perpendicular and parallel to the walls below. b) Where is the section on Sheet 22B cut? c) Detail the situation at grid F4 at the foundation to show adequate support of the 6x6 post where the foundation steps 15 inches. d) Sheet 25 shows section cut 7/29. Clarify location of the (3)2x10's. 5. The soils report requires interior footings to be buried at least 12 inches. The note on Sheet 24 references 1 ° -0" deep thickened slabs, however, Section 1/24 only shows 10 inches. Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Cis Cr tal Kolke CLK:3 cc: Roger Newell, Architect 1102 19th Avenue East Seattle, WA 98112 = �ll Mahan &DeSalva f C-X:;ER H. NEWELL AIA ARCHITECT 1102 - 19TH AVENUE EAST • SEATTLE, WA 98112 • (206) 322 -1192 January 22, 1991 RECEIVED CITY OF TI IKWIt_A JAN 2 4 1 PERMIT CENTER Mr. Bob Benedicto City of Tukwila Plan Review 6200 South Center Boulevard Tukwila, WA 98188 Dear Mr. Benidicto: Re: Crystal Ridge Apartments Plan Check Numbers 89 -362 thru 89 -81 I am writing this letter in response to your plan review of 10/26/90. 1. General notes sheet 1 have been revised to 1988 edition of UBC. 2. The areas which were formerly "crawl space" in buildings A, B, C, D, and E have been revised to storage rooms. 3. See revised 1 -hour wall assembly sheet 29. 4. See revised party wall assembly sheet 29 and draft stop locations sheets 9 and 11., 5. See revised party wall assembly sheet 29. 6. See revised stair detail sheet 30. 7. See enclosed heat loss calculations. 8. Heating system to be electric 9. A 2' -10 door, when fully opened at 90° projects into door jam 2 ". Therefore a 2' -10" door provides the minimum 32" clear as required 10. See revised ldtchen in Handicap unit sheet 15. 11. See revised handicap unit sheet 15, bedroom access. 12 See revised detail 4/30 for interior finishes and materials. 13. See revised site plan sheet 2, and recreational center plans sheets 25 and 26. 14. See new detail 8/32 garage wall detail. Sincerely, V t/O■ f tp, Albert Roberts Roger H. Newell, AIA ADR:sdf To Elbt\&LI.CONMTCflON Co. ADDRESS1P(A)( 246R h t iaKLAND WA ciEC33 ATTENTION C 4 F A N VA LL WE ARE SENDING YOU THE FOLLOWING X Attached ['Under separate cover COPIES DESCRIPTION (23 /P4.LTRANS) City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433- 1849 1tt Ohl e -. DATE 4 REGARDING A( )lep i t 01--3St LETTER OF TRANSMITTAL ■111111M•11111111s THESE ARE TRANSMITTED U For approval For review and comment L1 For your use and information [[ As requested [1 Other Eo6e. t O DE - Th sE C e9i _ � S-r G- 1r • /Y1G�a'�� l Lam. �.L� ��.�✓ �� oF ALL E- I Tams. 2p9 ..- 'cols to ciAmricATica5, ", F ,E 4r 45/ --,7, PLAN CHECK PLAIN CHECK i,►JDI'I ION14L INFORMM PION NUMBER 11tRu REQUEST en-361 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: ADDRESS: 15305 "° 166E0 6)ti ist.vp. DATE TRANSMITTED: THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW, ITEM .�.J ,r • 177. • J• r te.:. . ~.. �. los • r. v . I ri"I.touNt4c CCMm6N-IS �s �!�/� • s iN WAG. �� . m rtFEE. �`F�c(LATfl 1 el-(O YYAG. PREPARED �Y: COMMENT La6PAN 40D irr»44L SAeti-ieria Ir er E PAe1 IN4 6TAt.4. ' .UDC D 'REcRTLON �u 0.5$UFA PlewcaKtt447>IMENstoti : 1e=- o\ )( ZO= O .) r To Aft A ccess18t,1 . 1Zoc7t' .0E .L Wrii4oar cRossiNct ( •'4`Al2 . '613:1gCt L4)tL.C•BE. UsaR, HD .4 . 7 7 I P / ,V/iij WILL GOMIXV itypi PLAME spew CC4sS 9 , r 11E4 . . . • Ei y.i3►.C. SEC. '33b , ( ) 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 OF2 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431-3670 DATE TRANSMITTED: ITEM 1 PLAN CHECK AoDITIONAL INFORMiw, i ION REQUEST ADDRESS: 15SO6 -- 153gOusu)D BLVD. O COM MENT 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. atO • 0. or- A. P. IA Ii \ e u. f• • 1? . . 1.4.. ;17. 01 • 1 ' w i • • i. M Y► . . -. _ IA.__ • A .1 rl;... ,LI _I/ - t' 0 . .___ .,� • M •. ..Ar • 4 \ ' •••111 , . R. 1 . 11 : .� ...��\. . .r • 4 a = •., • r ► . I. ►. :'tom ,: PA. — fps tiO rj th ll . _ -"r ► • :► �. . r:• . . . 1 .t" IrA 4 • 4 Ar A der i • ir m Vog. TcT o Pktt."161. ' t ..r !►�. Y II • r• .90 leria A COM 11 if • ExtleiND L ?O1,I • - MAI& 011..CESG. - • _�! . 1QA Tbc3 t17 T�,• frOC>t"l�5- MA 14002. VL 'PR . s 1 30 j 11 • . • a ' , — ._Q• O 4TrAck$aD `a d t W4: s f% 1 I vs C C.t)(.4Tiais At &t V EtArt„' 60 Asc6, N ge0.QL ME ?SR. 321 (c) cog- fAcog ISttr °Cur. c (uNir iz Luiir Qe. wiz.) • _ A [. ;DATE RESPQNSE RE.0 :.:;:: Zap 3 S' ► C. tLitic1 d than one tenth of the floor area of such rooms vF` minimum of 10 square feet. All bathrooms, water closet compartments, laundry rooms and similar rooms shall be provided with natural ventilation by means of openable exterior openings with an arca not Icss than one twentieth of the floor area of such rooms with a minimum of I 1/2 square feet. All guest rooms, dormitories and habitable rooms within a dwelling unit shall be provided with natural ventilation by means of openable exterior openings with an area of not Icss than one twentieth of the floor area of such rooms with a minimum of 5 square feet. In lieu of required exterior openings for natural ventilation, a mechanical ventilating system may be provided. Such system shall be capable of providing two air changes per hour in all guest rooms, dormitories, habitable rooms and in public corridors. One fifth of the air supply shall be taken from the outside. In bathrooms, water closet compartments, laundry rooms and similar rooms a mechanical ventila- tion system connected directly to the outside. capable of providing five air changes per hour, shall be provided. For the purpose of determining light and ventilation requirements, any room may be considered as a portion of an adjoining room when one half of the area of the common wall is open and unobstructed and provides an opening of not less than one tenth of the floor area of the interior room or 25 square feet. whichever is greater. Required exterior openings for natural Tight and ventilation shall open directly onto a street or public alley or a yard or court located on the same lot as the building. EXCEPTION: Required windows may open into a roofed porch where the porch: 1. Abuts a street, yard or court; and 2. Has a ceiling height dm less than 7 feet: and 3. Has the longer side at least 65 percent open and unobstructed. r rt. As the building inspector for a very fast- growing com- Ug • munity, I am getting several requests for subterranean buildings for Group R, Division 3 Occupancies. I need information about egress from sleeping areas and also light and ventilation for this occupancy. Residential buildings which are constructed either On • partially or wholly below grade must still be designed to satisfy certain minimum provisions relative to light, ventilation and egress from rooms used for sleeping purposes: Light. Section 1205 (a) states that habitable rooms shall be pro- vided with natural light by means of exterior glazed opening with an area not less than 1 /10 of the floor area of the room. This require- ment could be fully satisfied by the use of glazed skylights (since they are exterior openings) and, thus, no windows would be required. The code does not recognize artificial light as a substitute for natural light. Ventilation. Section 1205 (a) states that habitable rooms shall be provided with natural ventilation by means of openable exterior openings with an area not less than 'hoof the floor area of the room or ventilation may be provided by a mechanical system. Again, this requirement could be fully satisfied by the use of skylights if they were openable and, thus, no windows would be required. Alter- nately, ventilation could be fully provided by a complying mechan- ical system, (Please note that in order to comply, at least 20 percent of the make-up air for the mechanical system must be taken from the building exterior. A system which is designed to operate with 100 percent recirculating air would not comply.) I" Sleeping Room Egress. Section 1204 states that every sleeping room below the fourth story shall have at least one operable eateri. or window or door. Although it is possible to provide both light and ventilation without exterior windows or doors, it would be neces- sary to provide such openings in order to comply with the emergen- cy escape requirements. However, such window or door could open onto a light well, provided the light well, in turn, had ready access. Y' For Illustrative purpot 'e have provided the drawing below In reference to this drawhg, certain items should be noted. 1. lithe well is used for light and ventilation as well as for egress, it should comply with the requirements of Section 1206 (c) for courts having required windows. This section would require that the well be at least 3 feet wide by 10 feet long. If, however, the well is used only for egress, it need be only of sufficient size to permit emergency egress or rescue. Since the code contains no specific information regarding this item, well dimensions would need to be established admin- istratively by each jurisdiction. (Because rescue as well as egress is involved, the building official should consult with the fire department regarding their needs for entry.) 2. Where the well occurs adjacent to a walking surface and if the well is 30 inches or more in depth, a guardrailing should be provided. (If such a railing is provided, we would recom- mend that the well be provided with stairs, since the intro- duction of the railing would otherwise hinder egress from the well.) t 1 1110x+0014 .. 'Nod — WINO ROOM FIGURE NO.1 n o Does the kitchen and dining area of the apartment • shown in Figure No. 1 comply with Section 1205 (a), Light and Ventilation? MONO AREA KITCHEN W743 WALL MO TO' WWI iURR!O CEINO AREA ••s'a' \ l + eV' We have no argument against natural ventilation, but it is natural light that is our concern and, since this problem occurs frequently, your interpretation would be appreciated. PLAN CHECK A`tiDITIONAL INFORM,A a ION REQUEST CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 PROJECT: C ADDRESS: 5 DATE TRANSMITTED: ITEM PREPARED BY: 'rag. ON 11 A V 11 DATE: /- � a PLAN CHECK NUMBER 59 -3402. 'MRu 1n. 351 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. COMMENT • • r _.L . /. • • O ► GA,i 1$ Ay • 9, I . ..� . A . • i . f" rir ••. _ ... OA p i . rt. .. : .\ r 4 + A 1- . • A • I� J Y • " — • M • A. •, / • p • I .,. s • t= P.44•7 6. diu Aka b ►. • to a • • g ir•.1. ._ • u.1 ,`. kt 31 -10 Wag. IONAL APR.IE Pie PA viut4ct 61414 IS •IP..eflUiceJ Q 6 RUa Zt3tLP1 'P�.EL�►S C s g OE $ As ansilliti 1301(..011%1 3 ' 0410 9DU(DE 1z cc , r a ta E R OT'E cne 1 O L G Sll3Le P Qvci P IMSt4S%Oi1 : eLczeAW,C ZO'O t 7`1A "ro VE SEE Its ACC. Ac.c.S.SS 511E WALK. BA's &t ER. ceee PARK1w4 1 c.13.�G tALL$ f...00t1).E Acc, A Oa. pRbOLPE W T k ?� D(P 51 -10 WAG. 4DtC4TF, 1 QW1R.Et E .1.I510Ns Pirr To? 'BOTI 5%ZE c+c. •1 .M 12 OF T.1411144t. eFou TgvicA ©W 16 Mg.. �11�li�IC' (4t MALLS .051DU C. wi LC.1 ME D AND 4 0.) ?7a phi/s# ILL 0 RED 73/ g•G ABAT <RWSPON►SE_' CEI,VPQ CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 ADDRESS: 15SO5 ISZEO 50t4LOOODBLVD. DATE TRANSMITTED: THE FOLLOWING CORRECTIONS AND /OR CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW. ITEM 4. 'U tz. M eecisil aE u2S_AlleggsAgt. s 140,314 112,E pRoTec1%0V1 ' Ttt4C.t 1.1.13.C. sec, sax, (s) 1 . CoN5TIlC.1iohl. - FizoulDe 1 L, es ce Tc E'% Licoralq Coe. T TE PI E d B1. r..Dt T 1ssos ►c si 7. 'Q its ga[-11 P,.. D Tb °Do. P.t8 P AC? SEo 10. PREPARED BY: 1 001404 - row sf -. PLAN CHECK AuDITIONAL INFORMA u ION REQUEST COMMENT 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 A r • • i_4 Ctrl. Accss 'Uooe. A it . }4a t--4a. 'Fri. Cetigeil1c Nas. II A • , [I :; „A A to.,• 6t'AW ►t SV -- ItIT P- Vee[!$TICrrt AT�f�l,MD 4•1NCE cactiVk COOptenot1 O cco> 14 seVeyatict. tbccATIOtist 1 CRLCULATIG% S Atata varA us 'lb •ci) AUic V0.14'ttLATION Veaot tvte1 1 y 3265(c) '32 ►. maeolerree. FRM, APiD 6013Mir COMES aP - gEoIstotts voustopeo, DATE: 1 -- O d1 I DATE ;F ESPO ► Sid: R .OE Y, „, than one tenth of the floor area of such rooms d a minimum of 10 square feet. All bathrooms. water closet compartments, laundry rooms and similar rooms shall be provided with natural ventilation by means of openable exterior openings with an arca not less than one twentieth of the floor area of such rooms with a minimum of 1 square feet. All guest rooms, dormitorics and habitable rooms within a dwelling unit shall be provided with natural ventilation by means of openable exterior openings with an arca of not Tess than one twentieth of the floor arca of such rooms with a minimum of 5 square feet. In lieu of required exterior openings for natural ventilation, a mechanical ventilating system may be provided. Such system shall be capable of providing two air changes per hour in all guest rooms, dormitories, habitable rooms and in public corridors. One fifth of the air supply shall be taken from the outside. In bathrooms, water closet compartments, laundry rooms and similar rooms a mechanical ventila- tion system connected directly to the outside. capable of providing five air changes per hour, shall be provided. For the purpose of determining light and ventilation requirements, any room may be considered as a portion of an adjoining room when one half of the area of the common wall is open and unobstructed and provides an opening of not less than one tenth of the floor arca of the interior room or 25 square feet, whichever is greater. Required exterior openings for natural light and ventilation shall open directly onto a street or public alley or a yard or court located on the same lot as the building. EXCEPTION: Required windows may open into a roofed porch where the porch: I. Abuts a street, yard or court; and 2. Has a ceiling height of not less than 7 feet; and 5 ”" �.0 A 3. Has the longer side at least 65 percent open and unobstructed. °' e rt. As the building inspector for a very fast - growing com- • munity, I am getting several requests for subterranean buildings for Group R, Division 3 Occupancies. l need information about egress from sleeping areas and also light and ventilation for this occupancy. A . Residential buildings which are constructed either a partially or wholly below grade must still be designed to satisfy certain minimum provisions relative to light, ventilation and egress from rooms used for sleeping purposes: Light. Section 1205 (a) states that habitable rooms shall be pro- vided with natural light by means of exterior glazed opening with an area not Tess than 1 /io of the floor area of the room. This require- ment could be fully satisfied by the use of glazed skylights (since they are exterior openings) and, thus, no windows would be required. The code does not recognize artificial light as a substitute for natural light. Ventilation. Section 1205 (a) states that habitable rooms shall be provided with natural ventilation by means of openable exterior openings with an area not less than 'hoof the floor area of the room or ventilation may be provided by a mechanical system. Again, this requirement could be fully satisfied by the use of skylights if they were openable and, thus, no windows would be required. Alter- nately, ventilation could be fully provided by a complying mechan- ical system. (Please note that in order to comply, at least 20 percent of the make - up air for the mechanical system must be taken from the building exterior. A system which is designed to operate with 100 percent recirculating air would not comply.) Sleeping Room Egress. Section 1204 states that every sleeping room below the fourth story shall have at least one operable exteri- or window or door. Although it is possible to provide both light and ventilation without exterior windows or doors, it would be neces- sary to provide such openings in order to comply with the emergen- cy escape requirements. However, such window or door could open onto a light well, provided the light well, in turn, had ready access. For illustrative purpos....- .ve have provided the drawing below. In reference to this drawing, certain items should be noted. 1. If the well is used for light and ventilation as well as for egress, it should comply with the requirements of Section 1206 (c) for courts having required windows. This section would require that the well be at least 3 feet wide by 10 feet long. If, however, the well is used only for egress, it need be only of sufficient size to permit emergency egress or rescue. Since the code contains no specific information regarding this item, well dimensions would need to be established admin- istratively by each jurisdiction. (Because rescue as well as egress is involved, the building official should consult with the fire department regarding their needs for entry.) 2. Where the well occurs adjacent to a walking surface and if the well is 30 inches or more in depth, a guardrailing should be provided. (If such a railing is provided, we would recom- mend that the well be provided with stairs, since the intro- duction of the railing would otherwise hinder egress from the well.) Q . Does the kitchen and dining area of the apartment • shown in Figure No, 1 comply with Section 1205 (a), Light and Ventilation? A BEDROOM Da1NG AREA ••• II 4 LIVING ROOM FIGURE NO. 1 N' MAX OR PROVIDE READY ACCESS (SUCH AS STAIRWAY) o KITCHEN MAO WALL AND 7' -0' HIGH FURRED CEILNG AREA c "'1 rf ti We have no argument against natural ventilation, but it is natural Tight that is our concern and, since this problem occurs frequently, your interpretation would be appreciated. o1 Mtv-4afatt4cf o eci cJ 1 4-t (+t cig esT GA! ' PATL M �K 10 a.1390 17411 A 4 c EuATt aN ► d 44+,1E2. W4VW 1- owE.sr ewe. u N �fl `le A . c — > \ 0 AOOU6 Lc ST az.,64DE. ;313z A :t 41611 k Low °SIDE tS..ct5 1eoAse?ekkmErE.e...r.. 30 S. Z5 5070 = 146 ttki: , ti 7G� 6o70 0 1 tc fT4L RiDfi 4p7, 'vt.sq - LiM1 csSt 1.0wcsT Ae > 1 Ctvoc5qx--e _Prt; IF ,00.)et-v QuptLite5 as 1iT c-A-01.eft.t og v �- 507 aE- tim n,NOGEu EAsr = 45' ll Isv∎5sAp ? cot A eztitM '3416 Fa4P = > ( ' 4130UEe Gqk • '104 e aexxic% so 6 A„c 121 1 4115' e. 60 ASE, WIDE 9 1' --) > ou-e4A > 4 21,;1 ? .';--!7c4-4 OA( 6, wat >C-j c-20(411 65) egi /2 - /law •cil? 0,6A mti 5 1(6 45K (". - WF-WNIC-TrzAL -4 : C.445c.K. /Qe./- DP' E4 gi55'oF ei4 ELe, 65 ecen a)/ivc1940 ie Ir.-6.00A/006‘) aig-.44 (0 uir4A 1 k 24) (44` C4 C. 7 i� / >6, 4-1301, qgorr awrc ?es Lo--` 01K( Ce:74,1441 swouessaamannownonse varor 'Z 4t-t w T 531- 27G t0i 1421,/ 49 7. /soz t > ( Wk- 6,6' VA' 12/15/302_ CITY OF TUKWIL4 Dept. of Community Development - Building Division Phone: (206) 431-3670 PLAN REVIEW PROJECT: O T A L 1 t 6 kw; ADDRESS: 16 ISZEO 60tiit.00OD /6LVP9 DATE: • • • 1!.t. 1 tat til:•J • • . • I. _. 1 . _ r_ 1.� _ -0 ,,,_ _ PA • tr. say ter ••M rani � r 0 • . r ? r! 4 • ._ tab kt• 11. Jo' 4 46.0 110 51... L s AMU , r MAMI !t, * 1 ,1 r r1: te e_.... ) 114.. A .0 _ � ► . ?1 TIL • ti 1 . •.r! fir. 1a 1 IVA 1 .1 ‘ 1 • "A'; . , • v• • • t a . 4 • " •l R •_., • • A ► *_ 11 Al • i.4.40913$0,WRE Ad ' L !!!:• . 111.0 • c• • • ./ ._�.k l u �L. �• _ u . - ©INIS 22.5E15 A Lit LJ.�. 6 0 iC4 W •r \ • 11 • 1 ' d IA ,► 0 ► AWD t4 LL A 6 A GL L ELLi •k \ 1 : 1a � � w 0.411 •rr Nc NtsrL N DNa -i4ot FRS VI taZ_CopiEr2 of AZ.0151Cit►s l 1.44k( sisIasa1 -1 tt � 4t• - n4 A eL Jae Prepared by: PLAN CHECK NUMBER 8�- & Thte 1 tfi -36 6300 Southcenter Boulevard — #10 Tukwila Washington 9816 �Tt LL N -) 6s e s C�3Uri t- Ult`IiG LJ L+E Plan Check No.: 2 g REQUIRED INSPECTIONS a 0 H $t-)1) W/uJ u) ( 1_ al 1i- Q r /9\ . d Nsi w 2 cr t Z c1 t--- c0 cot O i ..AN REVIEW COM ME .TS 6 10F 3 Project: C 41- 1ME 4612-77/45 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. D Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All,permtts, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addftion to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wall Nailing 5. Roof Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final Plan Check No.: 2 g REQUIRED INSPECTIONS a 0 H $t-)1) W/uJ u) ( 1_ al 1i- Q r /9\ . d Nsi w 2 cr t Z c1 t--- c0 cot O i ..AN REVIEW COM ME .TS 6 10F 3 Project: C 41- 1ME 4612-77/45 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. D Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, Including all gas piping (296 - 4722). Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be Inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All,permtts, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. When special inspection is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9. All high - strength bolting to be special inspected (Sec. 306, UBC). 10. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 12. Readily accessible access to roof mounted equipment is required. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 15. Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given In the soils report prior to final inspection (see attached procedure). A statement from the roofing contractor verifying fire retardancy of roof will be required prior to final inspection (see attached procedure). All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296 -4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractors responsibility to have a set of plans approved by that agency on the job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addftion to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43 -8, shall be special inspected. All wood to remain in placed concrete shall be treated wood. 23. All structural masonry shall be special inspected per U.B.C. Section 306 (a) 7. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. A Certificate of Occupancy will be required for this permit. CRY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 PLAN REV`..W PLAN CHECK NUMBER 6300 Southcenter Boulevard - #100 Tukwila Washington 98188 keS6igturci 0 'tE.EpGACEE: ouNstc)e. d5o0Pc.E. Fotz. Cov osrioN AtZ; I5E t.T LeAtr 6tX &istatzE tric,44ss 14 Ate, 064.10 E - frzoitz IANITO.TZEAPILII cpe.1Bt,e , W5a.C. 60Z40 35. A t ?.. • • TENAi4T STogA&e. = c NE- % 4,0UR. F1RE REsisrtUE coNs V( ON IZEGIOI e AT \ )A4LS C EAU NCt RATLN TM 4T rt V.Co itt MOM. UNITS . TiTLe Vo TtKu)(L4 MuNtCt Coo .. ETOE2..4 t✓NT�.41.4e, At .t lttOtt)1 CI L 1 t 1Z. f ON F - 114614 'T2eAt T<O LT t-0GK • TH-r 1-GL34. 61-44u, clo wv TZucrEp TW T TIE y t760W LOCK MAM ic6 oP tEQ INstD - (,hhTT -lout Use. Dv A Keci. M©otmmtct S14ALL t ictc a (C. €ED 49, I t4cktE6 F►I?rC a RN S . • .•_• ► U.E.G rif4et2 A )ED LadY-Hc - Deutce5 'SI4ALI, Ice 'Qeo0t0E.D oN ALL , otttr TAftO t7ooES wirkiG4t P�C. 0 )5 TV(AN oi.te,Tbaut AeOM &CADt . OR. Me agiQ Q (� 5t QL TaiDE. c 0 oEG B501 Cc) ... 4ct<5 S CuD LAItt -kSEj5 6 At. L NAVE L- EUEse. 1 LLSIA O QATt D . Ott OTtdhE.e. VEU ICES W Ntcot. u t< ,RIA T— .4 9t 1?) l'Ec..i -EaT(O 4 IStAt(.Ot h1Gt At`tO /NIL 'i tutLtpt t k 1TN Mo 114 44 1C L\1 tom. • . +.:�� • C. . i1 to >4 Act" IDEstA14 AtJO CoWST eGiligE.MUT$ • 111110 1 ,e1- '6 EE�.t VE0 t FA)S.° o4Z. CAM IFCta t4CE k..0 rock- - n-te EC i GO t eE.MEA OF - 11-t - FAQ. 4- OO U .PMENOMMIS AGT c F PI M), 1\4E SE IZE13U•ZEME.t1cS REMAIN ME. 'Peso - A4 st at LtTct- TI-44 AaGZORITE.cT AtJa VA) I DEZ C 0 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 LUG PLAN REVICW PROJECT: ADDRESS: DATE: 461 IZtE ApaTMat vro C0E. 5o '3 • L. �1 %bP • •. v. AL 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 E. RAVIE STEAD I•D GgeNTEiz. 11-IAN CI-A IC Appc.ica rF 'RAMS SibPli A!4 ACcE.!1A L-- ' CAL__."IAA C A. ( DM VISI -I.ED tGT A t4c �� • o " A _ iro G S A PLAN CHECK NUMBER eft -W02• T 44..1 .51- 551 1v • • e'Aa pr OF. "ThE AZCIAITECCS LE..ITEA. L )i LL PE. A C.n•DIT(aS OF Fl IJaL INsPECTIOKI R.O./A Le, Prepared by: TRANSMITTAL DATE 24 JAN t PROJECT C TAL 'p-4 A r,21 - YY l .nl- TO J 1' . I AC A C t T'j :lh )1 c ,¢, c 2.CO otr G=,h. �, i LVS7 COPIES REMARKS DATE RECEIVED riTY OF TUKWILA JAN 2 if 1991 PERMITCENTER 1111111111111111111111111L11111 ®01 ®� DESCRIPTION "Th t_ : `r re't C () 2.t "; h i- f't I t�l 1 YLGU LA to I J 11\ C�ht- #12. -v 1 C' .1 ROGER H. NEWELL AIA ARCHITECT 1102 19TH AVENUE EAST • SEATTLE 98112 • (206) 322 -1192 JOB # Crrtf pt..000.1 41 B9- 2)4,2.- i T i f-iratA &9-g .. L.. St. .01 •BUILDING COMPONENT DESCRIPTION INCLUDING U -VALUE OR F -VALUE HEAT LOSS FACTOR (HLF = U x 46°6,t) COMPONENT .SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT HEAT LOSS (HLF x SF, LF or CF) A. Window,. Skylight, Sliding Glass Door . • Single (U =1.20 ) 55.2/SF 41.4/SF 34.5/SF 27.6/SF 23.0 /SF 18.4 /SF /SF ,x 21.6 /SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF 3.7 /SF 5.1 /SF 2.4 /SF 1.7 /SF /SF 11.5 /SF • 3.7 /SF 2.5 /SF ' .' 1.6 /SF /SF • 37.3/LF x SF = Btuh Double,untested (U =0.90 ) x SF = Btuh "•AAMA- tested (U =0.75 ) x SF = Btuh AAMA- tested (U =0.60 ) x SF = Btuh AAMA- tested (U =0.50 ) x 14 5 SF = 7,35 Btuh • AAMA - tested (U =0.40 ) x SF = Btuh • Other (U= ) SF = Btuh B. Opaque -.Door Wood • (U =0.47 ) x '2a7 SF = t32, Btuh W /storm door U =0.32 ) x SF = Btuh Insulated metal (U =0.20 ) x SF = Btuh Other (U= ) x SF = Btuh C. Roof/ Ceiling Insulation . None (U =0.40 ) x SF = Btuh R -19 (U= 0.055) x SF = Btuh R -30 (U =0 :035) x SF = Btuh R -38 (U= 0.026) x SF = Btuh• R -49 (U= 0.020) x SF = Btuh R- (U= ) x SF = Btuh D. Wall Insulation (above and below grade) ' • None --- 3U=0.25 ) x . SF = Btuh R- 11,metal stud (U =0.14 ) x SF = Btuh R- 11,wood studs U =0.08 ) x SF = Btuh R- 19,metal stud (U =0.11 ) x SF = Btuh • R- 19,wood studs (U= 0.053) x 770. SF = 19 Btuh R- 27,wood studs (U =0.037) x SF = • ,Btuh R- (U= • ) x SF = Btuh -E. Floor Over Unheated Space.•, ,... f .ns None (U =0.25 ) x SF = Btuh R -11 (U =0.08 ) x SF = Btuh R -19 (U= 0.055) x SF • =,. = :.. Btuh '_ ' - -� - -. Btuh P -30 • .(11=0.035) x - ';SF R- (U= . ) x ' 'SF F. :S1 ab On Grade • Floor . . Perime er •Insulation None (F=0.81.) x• : • , 1`F - Btuh R -5 (E =0.61 ) -- F . =0.56 28.1/Lr 25.8 /Li' . 24,8/LF' x LF = Ettuh =, _ Btuh R -8 x X0,5 .!•F R -10 . (F =0.54 ) , , x , ' . LF = .. .. BtNh _ R- (F= ) • • /.LF x .. LF = ' ' Btuh _G_. Basement Floor'•. ' None (F=0.0321 1.5 /SF x 9.111 , • ' SF = 14(;,c. Btuh R- (F= ) /SF x • • 5F - Btuh Ft :' InfT tra- tion ' Pre 1980 .018x1.2 ACH) 1.O /CF x .. CF - .. Btuh , = 11 4 ;Btuh • l3Q'11 Btuh Post 1980 (.018x0.6 ACH) 0..5 /CF x• • i01 ii 'CF - watts = , .. , • area)=.'1,1 BtUh„ Watts, 'TOTAL =Design ' ' , : , -•••if electric, !. • Divide '(DHL) 'Space•Heating ' Minimum required •,' '' Nexirnurn allowed . Proposed 'i•(For -and oil as Heating Load (OHL) in Btuh divide by 3.413 for OHL in by ( 911 Heated floor ' 4 °' -Watts /square foot '•t •0 txn w att:' Equipment Sizing Limits equipment size' = DHL x 1.0 = equipmenL size q DHL x 1,5 = ... equipment size (output;. • :.'.'. .... .• -fired equipment exceeding 150% of DHL, 4_O Btuh or watt's . 55CO Btuh or watts see reverse) AS DEPARTMENT Or CONSTRUCTION AND LAND USE SEATTLE ENERGY CODE DESIGN HEATING LOAD • AND Date of this submittal: EQUIPMENT SIZING CALCULATION FORM March 1988 Instructions: See reverse. j .• • tN11 /nlc.l- jest Address: "_ #cv Project Number: 3LDv " - ' Cs.� Ku)1(.�k fr.W , Z• to F Ro RECEIVED Permit Number: CITYOFTUKWILA JAN 2 4 1yi •BUILDING COMPONENT DESCRIPTION INCLUDING U -VALUE OR F -VALUE HEAT LOSS FACTOR (HLF = U x 46 At) COMPONENT .SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT • HEAT LOSS (HLF x SF, LF or CF) A. Window,. Skylight, Sliding Glass Door Single (U =1.20 ) 55.2/SF 41.4 /SF 34.5/SF 27.6/SF 23.0 /SF 18.4/SF /SF .x 21.6 /SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF . 3.7 /SF 5.1 /SF 2.4 /SF 1.7 /SF /SF 11.5 /SF • 3.7 /SF 2.5 /SF 1.6 /SF •x /SF • •37.3/LF 28.1 /Lf x 25.8/L.' x SF = Btuh Double,untested (U =0.90 ) x SF = Btuh AAMA- tested (U =0.75 ) x SF = Btuh AAMA- tested (U =0.60 ) x SF = Btuh' AAMA- tested (U =0.50 ) x i4S SF = ..? , AAMA- tested (U =0.40 ) x SF = Btuh • Other (U= ) SF = Btuh B. Opaque -.Door Wood (U =0.47 ) x 'j SF = 4 Btuh W /storm door U=0.32 ) x SF = Btuh Insulated metal (U =0.20 ) x SF = Btuh. Other (U =• ) x SF = Btuh C. Roof/ 'Ceiling Insulation • None (U =0.40 ) x SF = Btuh R - 19 U=0.055 x SF = Btuh ' R -30 (U= 0.035) x SF = Btuh R -38 (U= 0.026) x SF = Btuh R -49 (U= 0.020) x SF = Btuh R- (U= ) x SF = Btuh D. Wall Insulation •(above and below grade) None (U =0.25 ) x . SF = Btuh. R -11 metal stud (U =0.14 ) x. • SF = Btuh R- 11,wood studs U =0.08 ) x SF = Btuh R- 19,metal stud (U =0.11 ) x SF = Btuh R- 19,wood studs (U= 0.053) x 10 , SF = Igg,Btuh = .Btuh R- 27,wood studs (= 0.037) x SF (U= ,. ) x SF = Btuh -E. Floor Over Unheated Space•. ., . ; G1.9su1ation one (U =0.25 ) x SF = Btuh R -11 (U =0.08 ) x SF = Btuh R -19 (U= 0.055) x • SF =,.... .,Btuh .. • Btuh . . - __... .. Btuh R =30 .(U=0.035) ':SF'= R - (U= . ) x . ' S F . ..Slab On • Grade Floor Perimeter • 'Irisillation None (F =0.81. ) x . ' !:F = Btuh R -5 ' (F =0.61 ) LF = F.ituh = _ Btuh = .. -•- Btuh 'Btuh' =0. R -8 56 x .,1.F R -10 • (F =0.54 ) • 24.8/LF. •/LF 1.5 /SF /SF x ' LF R- (h`= ) x ' .LF = J. Basement Floor`•: ' None (F= 0.032) x • • ' SF = Btuh R- (F= ) x SF = Btuh Ft:• nfi i tra- tion ' Pre 1980 .018x1.2 ASH) 1.0/CF 0..5 /CF x .. CF = Btuh • Post 1.980 (..018x0.6 ACH) x• •"1c'j t - 1S 'CF ' . • . Btt;h. Watts. = '6"j, :Btuh ' c B, ; "13 9 �W :TOTAL.Des Heating '' " :r ~••if electric, • .Divide '(DHL) 'Space•.Heating Equipment •F, •;. Minimum required � T- ' • 1 4 ax rr a l Proposed equipment F2r,91i and oil Load (DHL) in Btuh _ •, divide by 3.413 for DHL i n watts = by ( Ill Heated floor area)= '1.40- "1-14' a tt's /.square foot ••,., .ci•i'un'.'o•r'•watts's Sizing Limits equipment si DHL x ]..0 =' owe e size II DHL x 1: 5 = . ' size (Output;.. • ;..:,;.;..,•; '.: -• r,: •,..: -fired equipment exceeding 150% of DHL, • . I. • . •, •'2'1'54 , ' . . -• . 4 N 31 Btuh or W a t t ' s r Btuh or watts . Soo �r see reverse) • DEPARTMENT OF CONSTRUCTION S AND LAND USE SEATTLE ENERGY CODE ec t Address: (� Ak DESIGN HEATING LOAD AND Date of this submittal: 10 Tsicrt q o EQUIPMENT SIZING CALCULATION FORM March 1988 ' Instructions: See reverse. c. Project Number: EL-D6 4, e,G o, u IJ1 /201 , 20 e} • Permit Number: BUILDING COMPONENT DESCRIPTION INCLUDING U -VALUE OR F -VALUE i HEAT LOSS FACTOR (HLF = U x 46 °At) COMPONENT .SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT • HEAT LOSS (HLF x SF, LF or CF) A. Window,. Skylight, Sliding Glass Door • Single (U =1.20 ) 55.2/SF 41.4 /SF 34.5/SF 27.6/SF 23.0 /SF 18.4 /SF /SF ,x 21.6 /SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SE 1.6 /SF 411 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF 3.7 /SF 5.1 /SF 2.4 /SF 1.7 /SF /SF 11.5 /SF x SF = Btuh. Double,untested (U =0.90 ) x SF = Btuh' AAMA- tested (U =0.75 ) x SF = Btuh AAMA- tested (U =0.60 ) x SF = Btuft AAMA- tested (U =O.50 ) x 14c SF = 13s5 Btuh , = Btuh AAMA- tested (U =0.40 ) x SF Other SF = Btuh B. Opaque • Door Wood (U =0.47 ) x 24 SF = 41,2 Btuh W /storm door (U =0.32 ) x SF = Btuh ' Insulated metal (U =0.20 ) x SF =' Btuh' Other (U= ) x SF = Btuti C . Roof/ 'Ceiling Insulation . None (U =0.40 ) x SF = Btuh R -19 (U= 0.055) x SF = Btuh R -30 (U= 0:035) x SF = Btuh R -38 (U= 0.026) x 911 SF = 1 a s, Btuh• R -49 (U= 0.020) x SF = Btuh R- (U= ) x SF = Btuh D. Wall Insulation (above and below grade). None (U =0.25 ) x SF = Btuh. R- 11,metal stud (U =0.14 ) x SF = Btuh R- 11,wood studs (U =0.08 ) x SF = Btuh R- 19,metal stud (U =0.11 ) x SF = Btuh • R- 19,wood studs (U= 0.053) x i SF = ip,4e Btuh R- 27,wood studs (U= 0.037) x SF = .Btuh R- (U= • ) x SF = Btuh E. Floor Over Unheated Space.•. ...., •fl.nsul,ation • ., . - FT - Slab On , Grade Floor PerimeIer 'Insulation None (U =0.25 ) x SF = Btuh R -11 (U =0.08 ) • 3.7 /SF 2.5 /SF . 1.6 /SF •x x SF = Btuh R -19 (U= 0.055) x SF = Btuh _.. _. ;.• Btuh = . ' _ . Btuh R -30 • (U= 0.035) ' R- (U= ) ' /SF x 'SF None (F =0.81. ) ' 37.3/LF x - I - ' ' U F = Btuh R -5 (F' =0.61 ) 28.1 /Li' 25, 8 /L.' _ x LF = __ �tuh = Btuh = • ' ' " Btlah R -8 -- 1P=07 - g - 7 - x • .,l.F R -10 - (F=0.54 ) : 24.8/LF ' • /.LF x. ' LF. R- (E= ) x, ' IF = • Btuh G. Basement Floor'. ' - Tnf'i (tra- : tion ' None (F= 0.032) 1.5 /SF x • ''SF = • Btuh R- ' (F= ) /SF x SF = Btuh Pre 1980 .018x1.2 AC IFS` I . G /CF x .. CF = . Btuh • Post 1980 (.018x0.6 ACH) 0..5 /CF x• .111, 'CF ' . . •, I 1 Btt,h..nr Watt = 3 :8tuh ' .(o " B,tuh „ • TOTAL= Design 1 ‘ electric, ; • Divide '(DHL) 'Space.Heating ;r " • Minimum P ;e x mum , I •"•, .Proposed lAk•j1 pr us -and Heating Load (01 in Btuh - divide by 3.413 for DHL in watts .= • by ( Gill Heated floor area)= , 4 3 1 - Watts' /.square foot .,- . . a ' i ' un w a t t ' Equipment Sizing Limits required equipment i p�nent s i'ze; = DHL x 1.. 0 = allowed equiprneni. size = DHL x 1.5 = ...•, �• equipment size (Output.;..L=- J.'.:••. o:_,, oil -fired equipment exceeding I50% of DHL, • • ! n . • '464 Btuh or Wat k. . .4OOn' Btuh or watts see reverse) DEPARTMENT OF CONSTRUCTION ANDLANDUSE .,_ i teci Address: r:::)2. 4h SEATTLE ENERGY CODE DESIGN HEATING LOAD AND Date of this submittal: iQ Kflr qt EQUIPMENT SIZING CALCULATION FORM March 1988 • Instructions: See reverse. c, i Project Number: gk...r)b A , UMt ' 01 3o 4 Permit Number: •BUILDING COMPONENT DESCRIPTION INCLUDING U -VALUE OR F -VALUE HEAT LOSS FACTOR (HLF = U x 46 pt) COMPONENT ,SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT HEAT LOSS (HLF x SF, LF or CF) A. Window,. Skylight, Sliding Glass Door ' Single (U =1.20 ) 55.2/SF 41.4 /SF 34.5/SF ' 27.6/SF 23.0 /SF 18.4/SF /SF ,x 21.6 /SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF . 3.7 /SF 5.1 /SF IV6 2.4 /SF ' 1.7 /SF /SF 11.5 /SF • 3.7 /SF , 2.5 /SF ' . 1.6 /SF /SF 37.3/LF 28.1 /L.F' 25 • 24.8/LF • • /LF 1.5 /SF: /SF 1.0 /CF x SF = Btuh Double,untested (U =0.90 ) x SF = Btuh AAMA- tested (U =0.75 ) x SF = .Btuh AAMA- tested (U =0.60 ) x SF = Btuh AAMA- tested (U =0.50 ) x 14ti SF = .3:1,1c Btuh • AAMA- tested (U =0.40 ) x SF = Btuh ; Other (U= ) SF = Btuh B. Opaque .Poor Wood (U =0.47 ) x & SF = 4m, Btuh W /storm door (U =0.32 ) x SF = Btuh Insulated metal (U =0.20 ) x SF = Btuh Other (U= ) x SF -= Btuh C. Roof,/ 'Ceiling Insulation None (U =0.40 ) x SF = .Btuh R -19 (U= 0.055) x SF = Btuh R -30 (U= 0.035) x SF = Btuh R -38 (U= 0.026) x SF = Btuh. R -49 (U= 0.020) x SF = Btuh R- (U= ) x SF = Btuh D. Wall Insulation (above and below grade) ' • None (U =0.25 ) x . SF = Btuh •R- 11,metal stud TU =0.14 ) x SF = Btuh' R- 11,wood studs (U =0.08 ) x SF = Btuh R- 19,metal stud (U =0.11 ) x SF = Btuh R- 19,wood studs (U= 0.053) x -14,61 SF = 19 Btuh R- 27,wood studs (U= 0.037) x SF = Btuh R- (U= - ' ) x SF = Btuh rE. Floor Over Unheated Space, .,... •FT.nsul . None (U =0.25 ) x SF = Btuh ' R -11 (U =0.08 ) x SF = Btuh ' R -19 (U= 0.055) x SF =, - �,�,Bt.uh = .. : Btuh = , ' ',Btuh R -30 (U= 0.035) x ':SF R- (U= • .. ) x • 'SF F. Slab On . Grade Floor ' Perimeter I ati'on None =0.81. ) x � I'F = Btuh' R -5 (F= 0.61.) -- /P x. ' LF = Btuh = _ Btuh = ' Btuh R -8 =0.56 •) x. vbiols .LF R -10 • (F =0.54 ) x , LF R- (F= ) x 'IF = ' ' Btuh _G. Bas ement , • Floor': ' fit.•• I f (tra- :tion • None (F= 0.032) -SF x •SF = .L9 Btuh R- • (F= _1 _97 x • = Btuh Pre 1980 (.018x1.2 ACHRT x .. CF = . Btuh • Post 1980. (•.018x0.6 ACH) 0..5 /CF x • "1 1�• • 'CF ' Bt.,uh, r Watts = g-� :Btuh' ' 13�j:l�}''8tuh , TOTAL =Design '• -••i:f electric, ' • Divide (DHL) 'Space.Heating :. •c. i�� Iii i mum required 1 yirrurn a'i Proposed ' r Fo as -and oil Heating Load (DHL) in Btuh divide by 3.413 for OHL in by ( aril Heated floor - watts = • area)= . !I i lq x 1.0 = x 1,5 = ,.'. -•, 150% of DHL 4 'Watts /square foot .t- , r'i'uh�•6r'•watts' . Equipment Sizing Limits equipment size'= DHL l oweu eau i preen i s i z e a OHL equipment size (Output:: , ..,.•.. -fired equipment exceedin. • '_ 4oq : 't; j'41 Btuh or Watt's° 5500' Btuh or watts see - reverse) DUMRTMLNT OI' CONSTRUCTION AND LANDUR Project Address: 02. ? � 1!"� WI, SEATTLE ENERGY CODE "-- DESIGN HEATING LOAD AND ...,te of this submittal: to `e, f Ctr) EQUIPMENT SIZING CALCULATION FORM Project Number: Permit Number: March 1988 Instructions: See reverse. , C. - BLoc„ F ,�t -1._ U h11 _k 1 O I 1 ■ BUILDING COMPONENT DESCRIPTION INCLUDING U -VALUE OR F -VALUE HEAT LOSS FACTOR (HLF = U x 46° At) COMPONENT .SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT • HEAT LOSS (HLF x SF, LF or CF) A. indow,. Skylight, Sliding Glass Door . • inqle U =1.20 55.2/SF 41.4 /SF 34.5/SF ' 27.6/SF 23.0 /SF 18.4 /SF /SF .x 21.6/SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF . 3.7 /SF 5.1 /SF 2.4 /SF 1.7 /SF /SF 11.5 /SF • 3.7 /SF . 2 . 5 /SF ' : 1.6/SF /SF '37.3/LF 28.1 /Lr 25.8/LF : 2418/Lf. ' • /LF 1.5 /SF /SF x SF = Btuh. Double,untested (U =0.90 ) x SF = - Btuh AAMA- tested (U =0.75 ) x SF = Btuh AAMA- tested (U =0.60 ) x SF = Btuh•. AAMA- tested (U =O.50 ) x VtS SF = p Btuh •, AAMA- tested U =0.40 ) x SF = Btuh .• Other (U= ) SF = Btuh = AW Btuh = Btuh B. Opaque ..Door Wood (U =0.47 ) x 20 SF W /storm door (U =0.32 ) x SF Insulated metal (U =0.20 ) x SF = Btuh. Other (U= ) x SF = Btuii C. Roof„/ , 'Ceiling Insulation . None (U =0.40 ) x ' SF = .Btuh R -19 U= 0.055) x SF = Btuh R -30 (U= 0.035) x .SF = Btuh R-38 (U= 0.026) x SF = Btuh. R -49 (U= 0.020) x SF = Btuh R- (7. x SF = Btuh D. Wall Insulation (above and below grade) None (U =0.25 ) x . SF = Btuh. .R- 11,metal stud / U =0.14 ) x SF = Btuh' R- 11,wood studs (U =0.08 ) x SF = Btuh R- 19,metal stud (U =0.11 ) x SF = Btuh : R- 19,wood studs U =0.053 x "'1�,1 SF = lia4 Btuh . = ,Btuh R- 27,wood studs (U= 0.037) x SF R- (U= • • ) x SF = Btuh -E. Floor Over Unheated Space .. •. •r�.Psu1,a *ion • - Slab None (U =0.25 ) x SF = Btuh R -11 (U =0.08 ) x SF = Btuh ' R -19 (U= 0.055) x SF = , R -30 . (U= 0.035) x `; SF • =� : Btuh = , Btuh R- (U= .. ) x • • ' SF On, , Grade Floor Perime'pr ' Insulation None (F =0.81. ) x • • i; F =' • R -5 (F =0.61 ) x LF = Btuh _ = Btuh = _ _ Btuh R -8 --- (PC.56 � x. .! .F R -10 ---7 =0.54 ) ;c LF R- • (r= ) x ' IF = ' ' &tuff .6. Basement • F;loor': ' Tnfi (tra- : tion None (F =0.032) x •''SF = Btuh R- (F= ) x SF - Btuh Pre 1980 (7018x1.2 ACH) 1.6 /CF x •. CF = . Btuh Post 1980 (.018x0.6 ACH) 0..5 /CF x: '• -1 7CF = :Btuh ' TOTAL =Design °• -••'if electric, • Divide (DHL) 'Space.Heating • '- .;. Mnimum required • ' ' maximum a'i ' Proposed i _(For as -and oil Heating Load (DHL) in Btuh - . ' divide by 3.413 for OHL in watts = • ' . by ( q Heated floor area) = '2 'L Bt.�;h. r . '9 "8.t „ 4.- /. square foot •t GL'uh••or'Watts' Btuh or watts Equipment Sizing Limits equipment size'= DHL loweu equipm�eni. size = DH equipment size (Output;..: :..,•..:.. -fired equipment exceeding x 1.0 = x 1, 5 = ,..., •• .. 150% of DHL, _Watts • • • • 21 � Btuh or watts see reverse DIPARTMINT ON CONSTRUCTION �� 1310 SEATTLE Project Address: ��.._..�1L , SEATTLE ENERGY CODE Project 1' Y ODE DESIGN HEATING LOAD • AND x..e of this EQUIPMENT SIZING CALCULATION FORM March 1988 Instructions: See reverse. r:na��ni Project Number: r i) r ' Permit Number: • .BUILDING COMPONENT • DESCRIPTION INCLUDING U -VALUE OR F -VALUE ► HEAT LOSS FACTOR (HLF = U x 46°t) COMPONENT ,SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) . COMPONENT • HEAT LOSS (HLF x SF, LF or CF) A. "indaw,. Skylight, Sliding Glass Door . inq e U =1.20 55.2 41.4 /SF 34.5/SF ' 27.6/SF 23.0 /SF 18.4 /SF /SF ,x 21.6/SF 14.7 /SF 9.2 /SF /SF 18.4/SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF , 3.7 /SF 5.1 /SF 2.4 /SF 1.7 /SF /SF 11.5 /SF • 3.7 /SF 2.5 /SF ' . , 1.6 /SF /SF 3 28.1/LF 25 8 /Li' • 24.8/LF ' . /LF 1.5 /SF /SF 1.0 /CF 0..5 /CF - watts = area)= 5015 x = :tu Double,untested (U =0.90 ) x SF = Btuh.'' AAMA- tested (U =0.75 ) x SF = Btuh AAMA- tested (U =0.60 ) x SF = Btuh. AAMA- tested (U =0.50 ) x 145 SF = 53 Btuh., = Btuh .• AAMA- tested (U =0.40 ) x SF Other (U= ) SF = Btuh B . Opaque • Door • Wood (U =0.47 ) x 'p SF = d�.,�,. Btuh W /storm door (U =0.32 ) x SF = 1' Btuh Insulated metal (U =0.20 ) x SF = Btuh. Other (U= - ) x SF = Btuli C..Roof./ ''Ceiling. Insulation . None (U= 0.40.) x' . SF = .Btuh R -19 (U= 0.055) x SF = Btuh R -30 (U= 0.035) x SF = Btuh R -38 (U= 0.026) x SF = Btuh. R -49 (U= 0.020) x 9'11 SF = 619 Btuh R- (U= ) x SF = Btuh D. Wall Insulation (above and below grade) . None (U =0.25 ) x . SF = Btuh •R- 11,metal stud (U =0.14 ) x SF = Btuh R- 11,wood studs (0=0.08 ) x SF = Btuh R- 19,metal stud (U =0.11 ) x SF = Btuh R-19 wood studs (U= 0.053) x - 1/,3 SF = 42 Btuh R- 27,wood studs (U= 0.037) x SF = •Btuh R -• (U= • • ) x SF = Btuh :.. Floor Over Unheated Space .•:, •rl.nsnl,ation None (U =0.25 ) x SF = Btuh R -11 (U =0.08 ) x SF = Btuh R -19 (U= 0.055) x SF = . Btuh R -30 (U= 0.035) x •;SF =' -' Btuh R- (U= .. ) None --- F =0.81. ) x .' ' SF •_ _ '� , Btuh F. tl ab 'On . Grade Floor . Per•imebr 'Insi11 ation x ` ' ' 1.' F - • Btuh R -5 (F=0.61 ) -- (E= x LF = r{tuh R -8 0.56 x. .,,LF = _ Btuh R -10 • (F =0.54 ) x LF, = • • Btuh R- (E= ) x. ' 'LF = '"--r7 Btuh • _G. Basement . F•1oor. ' 4 nf'i I tra- :tion None (F= 0.032) x •''SF = Btuh R- (F= ) x 5F - Btuh Pre 1980 .018x1.2 ACH) x ,CF . Btuh = :Btuh 3lg • I Oil ' t . 8 • t . u.h Post 1980 (..01$x0.6 ACH) Heating Load (OHL) i t Btuh divide by 3.413 for OHL in by ( '911. Heated floor x• 1 Z 5 'CF . Bt.,r;h...,r Wats,/.square . TOTAL= Design ---if electric, • Divide (DHL) Space•Heating e" Minimum required •1 , Paxlmurn 9'i r Proposed or r u;-and oil rr a SU) Watts foot oLun wati ' Equipment Sizing Limits equipment size' = DHL loweo equipment • size .�DHI. equipment size (Output;. • :_...,...• -fired equipment exceeding ---- x 1.0 = x 1,5 = • :. : -. • -•.• ••••• ••• 150% of DHL, .......... 0I1' 45�� Btuh or watts Btuh or watts . oo' see re erse •. • ANDLANouso Pl'o,Iol:t AthiroW " ILQ ki• ..•..•1-• 1 1 .SEATTLE ENERGY CODE l DESIGN HEATING LOAD' AND --J( of this submittal: In , qt7 • EQUIPMENT SIZING '`" CALCULATION FORM March 1988 ' Instructions: See, reverse. • .tea Project Number: Permit Number: ELt pi � UtJ • •BUILDING COMPONENT ' DESCRIPTION INCLUDING U -VALUE OR F -VALUE HEAT LOSS FACTOR • (HLF = U x 46° At) COMPONENT SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT • HEAT LOSS (HLF x SF, LF or CF) A. Window,. Skylight, Sliding Glass Door Single (U =1.20 ) 55.2/SF 41.4 /SF 34.5/SF 27.6/SF 23.0 /SF 18.4 /SF /SF ,x 21.6 /SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF 3.7 /SF 5.1 /SF gib 2.4 /SF 11 S 1.7 /SF /SF 11.5 /SF • 3.7 /SF . 2.5 /SF 1 6 /SF /SF ' 37.3/LF 28.1/LF x 25 : 8 /Lr x SF = Btuh Double,untested (U =0.90 ) x SF = Btuh AAMA- tested (U =0.75 ) x SF = Btuh AAMA- tested (U =0.60 ) x SF = Btuh AAMA- tested (U =0.50 ) x 95 SF = al % Btuh AAMA- tested (U =0.40 ) x SF = Btuh • Other (U= ) SF = Btuh B . Opaque -Poor Wood (U =0.47 ) x eb, SF = 43/, Btuh W /storm door (U =0.32 ) x SF = Btuh Insulated metal (U =0.20 ) x SF =. Btuh Other (U= ) x SF = Btuh C. Roof./ •Ceiling Insulation None (U =0.40 ) x SF = Btuh R -19 (U= 0.055) x SF = Btuh R -30 (U= 0:035) x SF = Btuh R -38 (U= 0.026) x SF = Btuh R -49 (U= 0.020) x SF = Btuh R- (U= ) x SF = Btuh D. Wall Insulation (above and below grade) None (U =0.25 ) x . SF = Btuh R- 11,metal stud (U =0.14 ) x SF = Btuh R- 11,wood studs (U =0.08 ) x SF = Btuh R- 19,metal stud (U =0.11 ) x SF = Btuh R- 19,wood studs (U= 0.053) x Am. SF = cl ei Btuh R- 27,wood studs (U= 0.037) x SF = •Btuh R- (U= • ) x SF = Btuh E. Floor Over Unheated .Space•• •. , •�l.gsu1 ion •: None (U =0.25 ) x SF = Btuh R -11 (U =0.08 ) x SF = Btuh R -19 (U=0,055) x SF -� „�� ,Btuh = .. �` Btuh _ Btuh ' 2:__: R -30 . U= 0.03 x "SF R- (U= ) None (F =0.81. ) x SF '_ F . Slab On Grade Floor Perfine €er • Insulation _,Btuh x I = Btuh R -5 (F' =0.51 ) - 7P _•_ LF = Rtuh = ?:tea. Btuh = BtNh -8 =0.56 x _j,•), .,!.F R -10 • (F =0.54 ) 24.8/LF• • • /LF 1.5 /SF /SF x LF R- (F= ) x ' 'LF = ' ' Dtut, • G Basement . :Floor'.. • None (F= 0.032) x • .112 • ' SF = • 1159 Btuh R- ' ' ' (F= ) x SF - Btuh i M:• nfi I tra- • tion • Pre 1980 (.018x1.2 ACH) 1.O /CF x •. CF - Btuh . Post 1980 (.018x0.6 ACH) 0..5 /CF x• • 9; • CF ' . •' Bt.uh...Qr Watts. = :Btuh ' tu.h sTOTAL= Ues ''' ' - i • f electric, • : Divide (DHL) 'Space ;r ". 17! ti1, , required • q M imum a - Proposed 'I�,( For and oil Heating Load (DHL) in Btuh - • divide by 3.413 for DHL in watts = • by ( - 712. Heated floor area) = 3715 1f • ' /square foot • G•i'uh • watt ' Equipment Sizing Limits equ i p��ent size:,= DHL x ].. u =' equipment. size = DHL x 1 =5 = • ' equipment size (Output;.. =.i • ;..,1. , •„ t ... K.0.,,, -fired equipment exceeding 150% of DHL, • • , 289 _ ! •_ _ . • `4 �j3P4 Btuh or Watt's . 4000• Btuh or watts see reverse) Ili DEPARTMENT OF CONSTRUCTION AND LAND use Address: Nb ��" WI 1.., SEATTLE ENERGY CODE iect DESIGN HEATING LOAD' AND Date of this submittal: ft CIO EQUIPMENT SIZING CALCULATION FORM Project Number: Permit Number: March 1988 • Instructions: See reverse. C. • LD(, A UN1-r to 2, 103 - • BUILDING COMPONENT DESCRIPTION INCLUDING U -VALUE OR F -VALUE HEAT LOSS FACTOR (HLF = U x 46° At) COMPONENT ,SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT • HEAT LOSS (HLF x SF, LF or CF) A. Window,. Stele (U =1.20 ) 55.2 /SF 41.4 /SF 34.5/SF 27.6/SF 23.0 /SF 18.4 /SF /SF ,x 21.6 /SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF • 3.7 /SF 5.1 /SF 2.4 /SF 1.7 /SF /SF x SF = Btuh Skylight, Double,untested (U =0.90 ) x SF = Btuh Sliding AAMA- tested (U =0.75 ) x' SF = Btuh Glass Door ' AAMA- tested (U =0.60 ) x SF = Btuh AAMA- tested (U =0.50 ) x 120 SF = /7,010 Btuh • AAMA- tested (U =0.40 ) x SF = Btuh • Other (U= ) SF, = Btuh B. Opaque ',Door Wood (U =0.47 ) x SF = 4%#_ -Btuh W /storm door U =0.32 ) x SF = Btuh Insulated metal (U =0.20 ) x SF = Btuh Other (U= ) x SF = Btuh C. Roof/ 'Ceiling Insulation . None (U =0.40 ) x SF = Btuh R -19 (U= 0.055) x SF = Btuh R -30 (U= 0.035) x SF = Btuh R -38 (U= 0.026) x SF = Btuh. R -49 (U= 0.020) x SF = Btuh R- (U= ) x SF = Btuh D. Wall Insulation (above and below grade) None (U =0.25 ) x • SF = Btuh. R- 11,metal stud (U =0.14 ) x SF = Btuh R- 11,wood studs (U =0.08 ) x SF = Btuh R- 19,metal stud (U =0.11 ) x SF = Btuh R- 19,wood studs (U= 0.053) x 195,5 SF = 1154 Btuh R- 27,wood studs (U= 0.037) x SF = ,Btuh R- (U= • ) x SF = Btuh E. Floor Over Unheated Space., .. ,. •��.nsul - FT - Slab On. Grade Floor Perime$pr In "si11 ation None (U =0.25 ) 11.5 /SF x SF = Btuh R -11 (U =0.08 ) • 3.7 /SF x SF = Btuh =�Btuh '= .. .. Btuh = . -Y�- -- ',Btuh. R -19 (U= 0.055), 2.5 /SF x , 1Fv5 SF R -30 . .(U=0.035) 1.6 /SF -x ":SF • Y •• � . (U= .. ) /SF x .. SF None (F=0.81.) ' 37.3/LF x ' . ' • ('F = ' "� • Btuh R -5 (F =0.61 28.1/Lr 25.8/Li' x ' LF = (ttuh R -8 TP=0.56 ) x • . = Btuh = Btuh R -10 • (F =O.54 ) :'4,8 /LF • /LF x LF R- (F= ) x •LF = • .Btufi' G. Basement • Floor': ' None (F =0:032) 1.5 /SF x • • •SF = Btuh R- .' (F= /SF x SF = Btuh 7 :• i i tra tion ' Pre 1980 .018x1.2 ACH) 1. G /CF x .. CF - Btuh Post 1980 (..018x0.6 ACH) 0..5 /CF x• •'1486.5 • "CF =3 Btuh' ' 8 1 '8tuh , TOTAL= Design ' ---if electric, • Divide (DHL.) 'Spac e•Heating •" Minimum , ' - Maximum . ... Proposed ..u.S or Gs -and Heating Load (OHL) in Btuh - • divide by 3.413 for OHL in watts = . by ( qe Heated floor area)= 2,40 Btuh ,fir _Watts. Watts /.square foot .,. ' .5uh watt." Equipment Sizing Limits • required equipment size. = DHL x 1.0 = a 'ilowed equiprnen% size = DHL x 1.5 = ' equipment size (Output;. ,::- ....,; ,•. • r.:,,, oil - fired equipment exceeding 150% of DHL, • ' •• a$1 _ .• ..- 4 Btuh or watt's ' . ,000 Btuh or watts see reverse) e h. DEPARTMENT OF CONSTRUCTION AND LAND USE SEATTLE ENERGY CODE DESIGN HEATING LOAD • AND EQUIPMENT SIZING CALCULATION FORM March 1988 • Instructions: See reverse. Address:2,,Nh PY. Date of this submittal: f01 D Project Number: D UNt7 202 2 -LL' _ • °T IgVs L1 idA Permit Number: •BUILDING COMPONENT DESCRIPTION INCLUDING U -VALUE OR F -VALUE HEAT LOSS FACTOR (HLF = U x 46° o t) COMPONENT ,SQUARE FT(SF) LINEAR FT(LF) CUBIC Ft (CF) COMPONENT HEAT LOSS (HLF x SF, LF or CF) A. Window,. Skylight, • Sliding Glass Door Single (U =1.20 ) 55.2/SF 41.4 /SF 34.5/SF 27.6/SF 23.0 /SF 18.4 /SF /SF .x 21.6 /SF 14.7 /SF 9.2 /SF /SF 18.4 /SF 2.5 /SF 1.6 /SF 1.2 /SF 0.9 /SF /SF 11.5 /SF 6.4 /SF 3.7 /SF 5.1 /SF 2.4 /SF 1.7 /SF /SF 11.5 /SF • 3.7 /SF . 2.5 /SF • 1.6 /SF /SF ' 37.3/LF 28.1 /LF 25, 8 /LF 24,8/LF. • /LF 1.5 /SF /SF 1.0 /CF 0..5 /CF x SF = Btuh Double,untested (U =0.90 ) x SF = Btuh " AAMA- tested (U =0.75 ) x SF = Btuh AAMA- tested (U =0.60 ) x SF = Btuh = DLO .1O Btuh , AAMA - tested (U =0.50 ) x 12.0 SF AAMA- tested (U =0.40 ) x SF = Btuh .• Other (U= ) SF = Btuh B. Opaque -,Door Wood (U =0.47 ) x % SF = ?Ty Btuh W /storm door (U =0.32 ) x SF = Btuh Insulated metal (U =0.20 ) x SF =• Btuh Other (U= ) x SF = Btuh C. Roof/ Ceiling Insulation • None (U =0.40 ) x SF = Btuh R -19 (U= 0.055) x SF = Btuh R -30 (U= 0.035) x SF = Btuh R -38 (U= 0.026) x q 4..'., SF = Btuh, R -49 (U =0.020) x SF = Btuh R- (U= ) x SF = Btuh D. Wall Insulation (above and below grade) None (U =0.25 ) x . SF = Btuh. R- 11,metal stud (U =0.14 ) x SF = Btuh R- 11,wood studs (U =0.08 ) x SF = Btuh R- 19,metal stud (U =0:11 ) x SF = • Btuh • R- 19,wood studs (U= 0.053) - x 41 SF = Lea Btuh = , Btuh • R- 27,wood studs (U= 0.037) x SF R- (U= • • ) x SF = Btuh E. Floor Over Unheated Space•. ..•. •GI. 7 nsulation - FT - Slab On , Grade • Floor • , Perimelpr 'Insiil ation None (U =0.25 ) x SF = Btuh R -11 (U =0.08 ) x SF = Btuh ' R -19 (U= 0.055) x • SF = Btuh =` I Btuh Btuh = _ . Btuh R -30 . U= 0.5) x "SF . R- (U= . ) x. • ' •SF None (F =0.81. ) x • 1:F x LF = ' Btuh R -5 (F=0.61 ) = ►ttuh = Btuh = -� Btuh R -8 i =0.56 x. •,i.F R -10 7=0.54 ) x. - . LF R- (F= ) _ x • . •LF = Btuh' G. Basement Floor'•. ' None (F =0.032) x • . SF = • Btuh R- (F= ) x SF = Btuh Fr: T fi 1 tra- : tion Pre 1980 (.018x1.2 ACH) x .. CF - Btuh Post 1980 (.018x0.6 ACH) x• • - 14PC-„5 'CF W. Bt.uh. Wa tts = '? :Btuh•• ' $. �''Stu.h „ TOTAL_ Design '' •- •if electric, ', • Divide (DHL) •Space•Heating : M i,l i���um required •, • F�ar,amurn a'iloweu Proposed i �Fo r ii -and oil Heating Load (DHL) in Btuh divide by 3.4].3 for DHL in by ( ° 14b4 Heated floor - • • watts = • area)= . 2 x 1.0 = x 1,5 = •• ... •• ,...w... 150% of DHL, 25 Watts /square foot .1•. . gun •'or'• watts Btuh or wits' Btuh or watts Equipment Sizing Limits equipment size = DHL equipment. size = DHI. equipment size (Output', • .. -fired equipment exceeding • _ 25.L 0 see reverse A pORML DEPARTMENT AND AND US Oa CONSTRUCTION P . - sec t Address: 62 � .,_ MI.e.W4 ( A WA SEATTLE ENERGY CODE x DESIGN HEATING LOAD AND Date of this submittal: (n rr Cl() EQUIPMENT SIZING i CALCULATION FORM March 1988 Instructions: See reverse. Project Number: 13(_P AT 8, C D CG UNl '502 3 Permit Number: TRANSMITTAL DATE 9 JA N1 11 COPIES REMARKS BY DATE REEIVED CITY OF TUKWILA JAN 24 1991 PERMITCENTER ROGER H. NEWELLAIA ARCHITECT PROJECT G2,N AVLJ S, A rL-I 111Y\J" t`3 TO r y) )2... t4)0 IINI 5-c) Ci 0 f \ .., 3rn ' c &) gUV D • v.u. )I CA 'L JA at 6 I 1102 19TH AVENUE EAST • SEATTLE 98112 • (206) 322 -1192 DESCRIPTION " 11 11111111111111 JOB # VItj5 C d iet :.•i11�. _1 J ©r Trzem m t -1Cr SAM 44eA " q( slit o7QwN1 a 55Ept 90 cops d r ASS u \mo ff "To - 11-Lt c rr 1 4 •t4- ` 1^1 U"C ARCHITECT' OR ENGINEER SHEET NUMBER(S) CITY OF TUICWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * DATE Q @L( Ig PROJECT NAME ADDRESS 15305 5, CONTACT PERSON 1\\ � (�b -C r `I PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER <q" 1D -WY() Ocl " O 1 TYPE OF REVISION: � � ) C2m , TT Cam\ "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: - 3 POsCQ. ar � Un. w Cerra P' RECEIVED CITY OF T(1KWIIA JAN 2 4 bsi PERMIT CENTER PHONE aa 1 1 Cla t Mahan&DeSalvo CONSULTING ENGINEERS November 20, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 1411 Fourth Avenue Bldg. Seattle, Washington 98101 crr NOV 2 1 1990 PERMIT CENTER (206) 624.8150 Regarding: 90 -T -23 (62nd Ave. S. Apartments - Sunwood Phase III) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Revise the Building Code edition reference on sheet 1 and la; the 1988 Edition in currently in effect. 2. What is the purpose of sheet la? 3. Sheets 21A, 21B, 32, and 33 must be sealed by the architect. Sheet 29 must be sealed by the engineer of record. 4. Residential decks must be designed for a live load of 60 psf per Table No. 23 -A. The calculations use a live load of 50 psf at decks. Revised calculations must be submitted which evaluate deck framing and supports for the appropriate loading conditions. Referencing 60 psf in the Structural Notes is not adequate. 5. Your response to our previous comment #9 is confusing. You state that the shear wall along line A is 21', except that at the first level it is 16'. The calculations appear to reflect this, however, the drawings identify the extra 5' at the first level. Please coordinate. Also, it appears as though there is only 8' of shear wall along line 1 at Buildings F1 and F2 and 30' at Buildings A, B, C, D, and E. Why have you calculated 23' in your letter and 17' in your calculations? Please clarify and resubmit legible computer readouts as necessary. 6. The tributary area used for the shear wall along line 2 is not appropriate. In actuality, the wall along line 2 would take a greater load and the wall along line 3 would take less. Revise the calculations and drawings as necessary. 7. Section 2/29; call out nailing at 1/2" plywood draft stop to adequately transfer shear from the roof to the shear wall below. Sections 3/29,1/S1 and 2 /S1; provide sheathing on the roof truss to transfer shear or provide a note on the November 20, 1990 City of Tukwila Re: 90 -T -23 Page Two drawings for the truss manufacturer's design to design the trusses for shear transfer. Indicate the actual shear value on the drawings. Also, how do Details 1, 2, and 3/S3 relate to the connections referenced in Sections 2 and 3/29? 8. Provide calculations checking the adequacy of the braces shown in Detail 3/S1. 9. Calculation sheet RL -6 indicates that a strap will be provided at the wall along line A for chord forces. Where is this shown on the drawings? 10. Considering all the factors discussed in the above comments, provide calculations which verify the adequacy of the horizontal diaphragms. 11. Calculation sheet RL -3 does not clearly show the reduction of dead loads as required by Section 2312(h). Provide calculations which show a few examples of how dead loads were calculated at critical locations. 12. Provide an addendum letter from the soils engineer stating that it is acceptable to utilize the passive pressure above the key if footings are cut neat into undisturbed soil. 13. Provide calculations and complete the drawings for the carports, note that they will be reviewed under separate permit, or remove them from the drawings. Recreation Building 14. Clarify the roof framing members at the entry. Your response refers us to Sheets 26, 29, and 30. The members aren't called out on Sheet 26 and Sheets 29 and 30 don't apply. 15. Complete the section cuts. We cannot complete the review of the recreation building unless enough information is provided on the drawings to show the construction of the building. Some complete building sections identifying wall and floor assemblies, etc. would help clarify the building's construction. 16. Shear walls along grids 2, 4, and C have shorter walls below or no walls below to transfer shear to the foundation. Although bundled joist have been added under the walls along grids 2 and 4, calculations and details must be provided to show a load path to the foundation. Provide calculations that consider overturning effects, evaluate any diaphragms taking additional shear, and check additional loading on adjacent shear walls, as applicable. Also, 8' of wall along grid C is not supported vertically Evaluate this situation with calculations as necessary. Mahan& DeSaiva November 20, 1990 City of Tukwila Re: 90 -T -23 Page Three 17. Your previous response to our comment #32 indicates that a detail has been added to clarify the connection of straps to the top plate. Where is this detail? Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, L Crystal Kolke CLK:2 cc: Roger Newell, Architect 1102 19th Avenue East Seattle, WA 98112 MVSalhan &DeSalyo TO: FROM: DATE: EUUJECT: cIt of Tukwila ru 6200 Southcenter Boulevard `6q - .3$ 1 Tukwila Washington 98188 (206) 433 -1800 Gary L. vanDusen, Mayor YY10 hwn ;bQ3(k1 v Y 1 Ca-I �i cc .Q ► .Y R-e Ko n cSu O \ MEMORANDUM ou r u c_ r a`1 r (1O /T2 . MEM0 ) 0 CI7'Y OF TUKWILA 62DD SOUTllCj e NTER ROW Vijj{)jrUKIVILA, IIA SIIINGTON98188 Mr. Gary R. Steinvall Gary Steinvall Construction Co. P.O. Box 2458 Kirkland, WA 98083 -2458 RE: Site Address: 62nd Ave & Sunwood South: 62nd Ave. Apartments Request for Utility Permit Resubmittal #89- 362/89 -381 Dear Mr. Steinvall: ./?e,1)-3 q- 0..JP/ PHONE # (206) 413.181111 Gory L. I'nnlluscn, Mayor The Public Works Department has reviewed the site plan for the above mentioned development, and requests that you resubmit six (6) sets of revised plans and an application form addressing the following requests and comments: 1. Identify limits of roadway improvement, including the limits with respect to 62nd Ave. Include the Engineers design of the roadway section, and basis for that design (assumed traffic load, etc.) with permit resubmittal. 2. The City requests the existing water system be looped to the South 152nd Street extension to provide for a secondary water source as part of this Development. This extension /tie -in, including a 10' wide easement is to be provided as part of your plan submittal. 3. Show separate metered water services for each building (Note: double detector check valves are required on all buildings of 3 stories or more). 4. Call out wet tap for service connections to public main. 5. Provide site plan showing all existing or proposed easements and rights- of- way for all shared utilities or utilities through other ownerships. 6. Side sewers over 150 feet require construction as private mains and include manholes in Buildings F & E (include King County recording numbers). 7. Show existing sanitary sewer manhole for the Sunwood II building (FF -202), provide access easement and show asphalt access. 8. Show Building "D" side sewer routed directly to manhole with drop connection. 9. Include a taping saddle detail. ti 10. Provide a traffic control plan for reconstruction of Sunwood Blvd. 11. Revise all hydrant references to reflect current standard (Reference: Ordinance 1567, attached). 12. Please provide a composite plan showing all easements for shared utilities and access. Include King County recording numbers on the plan. Attach copies of all easements and maintenance agreements. If you have any questions, please feel free to call me at 431 -3673. I look forward to hearing from you. Sorely, Ross S. H ller, Associate Engineer Public Wo ks Department xc: Denise Millard, Permit Coordinator Read File Development File: Sunwood III Enclosure (1) RSH /arc:RSH03 :Sunwood W BELLEVUE. WASHINGTON OFFICE ;200 TELCCOF'IL4. 1 2091'45.5497 PORTLAND OREGON OFFICE 1 3031 2 22 1 .090 7 TELECOPIER 1 9031 221.13 October 31, 1990 VIA FACSIMILE (206) 433 -1833 City Council City of Tukwila, City Hall 6200 Southcenter Blvd. Tukwila, Washington 98188 Attn: Jane Cantu cc (via fax): 6AAC -499 •("ft''‘' F PEPPER & SHEFELMAN Lawrence Hard Walter Maas Duncan Findlay A LAW PA11TN[RIMM INCLUDINO PAOEA•.IONAL SERVICE COIIFORANONe 1111 THIRD AVENUE SU17t 3400 SEATTLE. WASHINGTON 98101 (206) 447.4400 TeLecomign 4200+ 447.0700 (206) 447.9203 TeLEx. 32.0024 ANSUK, FOSTER LAW SEA PciA-& O► COUN4IL GALBRAITN&OWE.. H A(4CMOQAOS. 41,.28i. 4907 270 494•) *CLECOP.EQ: 49071 7.'9 0,149 Re: Appeal of the . Decision of the Board of Architectural Review on the Proposed "62nd Avenue S. Apartments "; 89 -14 -DR Sy this 'letter, the Board of Directors of the 'Homeowners' Association of the Sunwood Condominiums withdraws its appeal referenced above. The parties to the appeal have resolved the matters in dispute, and have finalized a settlement agreement between them. Accordingly, the public hearing scheduled for Monday, November 5, 1990 is no longer necessary. Please delete it from the agenda. Thank you for your cooperation in this matter. It, was a pleasure working with you. Please call me if you have any questions. Sincerely, Bruce A. Coffey TOTAL P.02 PROJECT C ADDRESS Plan Review DATE oF e.. ITIAL__.paiN RENEW gelie COMplAkINC_E_ WITH 1116._BAL,__ __M)214.W.MEN1S c ThIE ANIFORA1 lataltDiAfef_aVO /14 5 OPMeefiliDA_ VIE FOLOWINI REVI616145 o. 71):171E4X4110Agg_RISSILMEIL 0 81114DIAI4 VERIRTMENT4PP140.044_s_ 1ar:A11%._SeA)156. aotaievAL. Navre6 1 fiagEktce. 966_ BOMON 1:16 qp44.44ABLE CODE._ --- 7161, • CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepar€0 by: PLANNING DIVISION PLAN CHECK NUMBER Tu Sct- BE5I a poarew F Tiie__414motyreous4.4r _64111.421W___4 di_wr-Az R44(24_..iptice obfow t:PN goviciarkneW FrAN toc.471041_49F 1c04!M04113 AP_ReAglI2S4 PENGe____eilad..1,a4LU1111Y4 8_12)_BEsgem124ismea______ 10014 66c-• 2.6:1140._ ?qv/a:4(4A 4- CN, - Jaarci-vi, ? l.d4.uaote4____4k4,L- evazgo.__A-xr-F..etehz_.o..4g.4_ce,g_,_spw.qxw___722,v_s_AermeEr__PgffscgfprofF- Fasz,aae.m.smis OF. VoilL4f. 74E44 43A Flite_RgAt271Za p4exllois __tpiewAr.„..itsimfiz_4*.LegiFy rEgLO/r. 45sem!imap 14e.0 , 1 ditta-42bAd w4 e4 4 '_iiitt.L.4,C4TION. 72Eri412,0E_A1ria PJVW m comeg4gee wiry. I Ste, 25 -P. 02.69 71/12g4L- MEN (1414_12fir441.: NorE dpeektriceiggiszhardwirizn, se Law_ _ArLreseiets 4N12__ &WU ---' (4.C. R/56 4ND RON) 4.14414 e,onforget wru 1. R e. 1ReAse Ver4144 M '414fger '&5 TO 1 $1404) HOTHODADF__CONTLIANC.e. WEN IMEADASMIC4reahLilAWEL Cope, __IF 1 AFFRoAtatis asap izeastoms s (Av. ea_sematmo_vve 17) CottELi,TZ laerwaCt4 re.AW CotApomatekr_PearrogmadiceAeegktat OsEP CANIAllaisf_-_6TANDARD_ FogmArr-__6441.Le_15_6_642EigliTto • 1 01.;. a11404exCAL.COG4TION 6141411M TIFE OP J4VATitri__°p_ci4TIEWTO___Ea 1.15eSLAILAIAL_ORA V412219.e. FRAS_INAELLILIA__014iT : 12002, MARKE4919 FIZO Of 04/07/89 /0. Plan Review PROJECT ADDRESS DATE 10.4Zp 790 NliEtLMLIM '32," GIAAR._opeNiNg 040.14 FALAI_ opstsviat_ MG. 104a2fep 2/-_10" Texac leE MAy aarowliffe 4e,i_49._wwely crppreio _77) 906toalq-4R.a,_— D_CA44leE_IXvie _44ege*. (400 4 _4342a _04,212JECFACE_QUileaktedvr$ tcrikforceligt4 OF NC aivir /4i/sT MEM -41lela 1Z14_Cg) 2. IFARRIger_ggEke_ge656617b .117/E,e teePRaxtA j wcr izie-eheeewB IN 14C aivir Itewse. 4E066 rem_ /Z ___Amcnottat... ver41(. "R:n4 - 19ptcAt. TAtgea /4txe 14Atalz>RAILStAsicne._ "Ftappmes)_EitacitiLIAProsAte_x___ LLL 4t4O ce.A.kutic. ilkVs MAI _ReolzeiVag_ McDT 1 ga MADSACCSVABLE. - r() Tga HagPICAS*6.9. ethioial3olegiegZfeee. Kusic R.001E12F_____TRAUEL 140 ibiLsr FAciurts&jit_ComigemticeSk _?..444EZMOc4417.P. C.,egittaRAJw_ CORS:114XXL0t4 oF 1 664E 80/A4 Refarea_raTike0/4140072441grAtEA .g2et_Redizere), and6uaseaviNgl ircLpabionegq ; fog ReafEet) . _. • • • 4 .- 4 t-I 72) -4 -FM4 Zw_ Reatia&.A3 RS,SpaiVP:re) ConeiMENTS 'At 172ZHIAR.P___kgrel_ _61.113e1Jr 71.00__Ceapret5 AP !N Wiri 7i5.6)0 n CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPME.NT PLANNING DIVISION Apeamebris aT PLAN CHECK NUMBER 89 - scpz 608 AREA/Epic F" prepared by: ..FriM/5 EX4/07/Negie. Assembly From Table Are U x A U Value* ( (Sq. Ft.) i U x A x DT 1 Wall Ceiling /Roof I i Floor CRITERIA TOTAL 1988 Chapter 7 Energy Code Slab Perimeter Insulation* Wall Windows Doors Roof Ceiling Skylights Floor Address: Assembly Slab Perimeter Insulation (3) Form 7.3 U /UA CALCULATION FOR PLAN SUBMITTAL Page 3 of 3 THERMAL PERFORMANCE CRITERIA Heat Type: From Tables 4 -2, 4 -3, 4 -4, Washington State Energy Code PROPOSED DESIGN U(1) Area(1) (1) Calculated (2) Proposed total must be equal to or Tess than the criteria total (3) Must be equal to or greater than criteria R — Value 114 Electric Resistance Climatic Zone: 01 Other 0 II UxA PROPOSED TOTAL (2) UxAxDT Element: Framing Ratio ( if applicable) = Material U Value for Element (Avg,) = Area of Element" = Chapter 7 1988 Form 7.3 U /UA CALCULATION FOR PLAN SUBMITTAL Page 2 of 3 SKETCH OF ELEMENT Note: Make copies of this form for every building element. Thickness Inches 113 U 1/R R /In Thickness Summation R Values R Value Solid * Area of Element Is net area after openings such as doors, windows and skylights have been subtracted. R value Cavity Plan Review PROJECT 'Mr 3 1 13470 . ADDRESS 6z 4t. 1 11.6 , 101 4.60141 ?G etnv__ DATE 0 Cott 0 EXITING REQUIREMENTS DETAILED REQUIREMENTS OCCUPANCY TYPE OF CONSTRUCTION W.S.E.C. "" ,: r r1. . ... . CHAPTER 51 -10, W.A.C. ..�,k•:'r fly.. • d NOTES: 'S I,6..pg *tfEC.� ' iJ CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT to ..9ts _ 1?. 4TEMIV4GL rAk X27 M'72 PLAN CHECK NUMBER -4Fee D E f c spizmkid,tAsegD. OCCUPANCY GROUP ° R.( TYPE OF CONSTRUCTION LOCATION ON PROPERTY BUILDING HT. / NO. STORIES FLOOR AREA OCCUPANT LOAD to •Z4- /ID PART V, CHAPTER 23, U.B.C. prepared by: , • La&Cag. Ni•A_Vt,.. VeliekgS 3 :-...&. 'occ-4 t--- tri--t)ipxas_ge,a2_21_t. pautora2_1/ 0, lei 6 Plan Review PROJECT ADDRESS o AlAS 4 00 4 60trAWS_ZalUD DATE Q c1t [ PLAN CHECK] NUMBER CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , PLANNING DIVISION ..6- <OA._ j _____ Ratheiii) (0..212 '30 NO_FIE"..D4a74.2116L1,1_. .6kot4)N at.' ...4.ei.)01 6irtg4_ e, -Ifivoy i' -pe-itionsA.- D Di7g7 aJoie 6 M 41 40910_1 F F- L WMT, 'Euivt_Mvie. _ _ffa.eugmoisl - Fisam - F4g_i = rat& iriavir P.-E. i ogli Z. 4r..I..kse6vs .tr.degvgaiivag.._=,_eA__ ....1;415-40 . .:s_Aekire 0 , . Plan Review PROJECT ADDRESS o AlAS 4 00 4 60trAWS_ZalUD DATE Q c1t [ PLAN CHECK] NUMBER CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: , PLANNING DIVISION Plan Review - PROJECT G iv v txg. Apre). ADDRESS 2e Alxs, 6(A) 4.• 416 i&OOD W , 16g z DATE 1(221(- G 12.4 S ockGepop gPACIMetir• CalaR. \PAR, 181,61* Qsiyao_L__A sxv5:Az14_1 Geid.4.aux z\RI).2.62r4rmAr kez4rreE7e etzqs_:_ 84Lris A.E IP 14.4a. _aki_ p47arg_s_4 477A gr 4/1 Egpxyge,_____ __' i NO/ColigaEMILL_ ...i=6 , 4Z4Q g:5, i1 OA_ _Eik,_41F 4ffe___erxr141€15 7 eE lip( ,°1 ELR: oF Zei .sele4 p4 raiii_LYdre, a w. r og,e t: Ez04: 6,F; 13604 , °S, F 4.___ 12dia ) Ft: 6,749 1, Fe. _c J34$() If 1: .:(20 A ell 7-4 vaCi - gol ?IA 1? 69 6 - 34040 S z 670 PLAN CHECK NUMBER 066€424NT 1,04D: 1.114ir IJNir 5 Feg vtveit (,%4 ^mt 54 TorrAd., NigLE a_4(m%___rAgg_____ALKa. A 4060b1 46 4 L4e &await. eetifite 420AidAyiez___ElititEedalls. LAJ _e4_ 41) MALE 7-1 og PAT. 0/4/.1.. 6r > AsEcOM Gioros, rag. tGe.OF ewe." 11,,AG 1:A4p s > 4seatlexam2eLAT_ '50.._Cvmvst. o zic41 ciAgZ,Liwt. a7 4 )b .._> (a' __.1t ofra-____d O 1 3a6i _1_44W, 00 K1) AYP. No .pomrdF isreedel> izs tiolk, gu IESNIC r - • Fok, tze. oF eet.bo 17e.alt,4, 4: 4 7a 0_1164__No...mittroF or reie > 6 It% 17 rri-a C Atk_i__04.. EtEta„ PC42, 4S e,P., ND p 12. Ai t, /672a0e. GAT' wove CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT prepared by: ; PLANNING DIVISION 3 Q thirNd- '2-AltPU"\-(2-- s -cA NcL31.„(9.4 AD V..)N-i-^rN 4 i. .Q KAIL, cz6530106her STE I NVALL CONSIRUC}ION CO GENERAL CONTRACTOR October 17, 1990 Dear Mr. Griffin: City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Attn: Mr. Duane Griffin Lyle . Landrie Project Manager MSTEINCC131 CO RE: Extension for Building Permit Applications #89 -362 thru #89 -381 This letter is to confirm the telephone conversation we had on 10- 17-90 in which you stated, "that the 180 day period allowed for plan review does not start until final SEPA action has been taken." Per our discussion, it is my understanding that the final SEPA action was taken on August 9, 1990. Therefore, our current permit applications are valid until February 9, 1991. If we have not received a permit by late January 1991, it will be necessary to submit a letter to the City of Tukwila asking for an extension of the permit application process. If you believe this information to be incorrect or incomplete, please contact me at 822 -6440. cc: Gary R. Steinvall, Steinvall Construction Co. William W. Jeude, Univest Capital Corporation Roger Newell, Roger Newell, Architect ig...1 k OCT 181 - 9 - 9 - 01 P.O. BOX 2458 • KIRKLAND, WASHINGTON 98083-2458 (206) 822 -6440 FAX (206) 827 -7258 1 1I) Mahan &DeSaido CONSULTING ENGINEERS October 5, 1990 Duane Griffin City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 1411 Fourth Avenue Bldg. Seattle, Washington 98101 (206) 624 -8150 Regarding: 90 -T -23 (62nd Ave. S. Apartments - Sunwood Phase III) Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1988 Edition of the Uniform Building Code. Our comments follow. Structural 1. Revise the Building Code edition reference on sheet 1; the 1988 Edition in currently in effect. 2. Include the following in the Structural Notes: a) Call out the date of the soils report on the drawings and note that all recommendations and soil preparation procedures will be followed. Also, clarify soil design values for unrestrained and restrained retaining walls and the equivalent fluid pressure. b) After the shop drawings and calculations for the pre - manufactured trusses have been reviewed by the engineer of record, a letter must be sent to the City confirming that these drawings and calculations have been reviewed and are compatible with the basic structure. To accommodate this requirement, provide a note stating that the above mentioned procedure will occur. Also, note that the trusses will be designed by a licensed engineer in the State of Washington. c) Note that the recommendations and installation procedures of the Simpson Company (or approved equal) will be followed. 3. All drawings containing structural information must be sealed by the engineer of record. 4. The footing in Section 1/S2 must be buried at least 12" into the soil on the interior face. Refer to the recommendations from the soils report. 5. Residential decks must be designed for a live load of 60 psf per Table No. 23 -A. 6. Provide calculations checking the adequacy of interior and exterior stair framing members, including connectio " :119[EMEO OCT 9 1990 CITY OF TUKWILA PLANNING DEPT. October 5, 1990 City of Tukwila Re: 90 -T -23 Page Two 7. The tributary area used to calculate the wind loads at the roof level needs to include the total roof height above the ceiling level. Revise the wind pressures in both directions to determine if seismic forces would still be critical. 8. Revise the shear value of Shear Wall Type 2 per Table No. 47 -I. The 50% seismic reduction must be taken into account per footnote 1. 9. The shear wall lengths, called out on page L -2 of the calculations, appear incorrect for the walls along lines A and 1 for all buildings. Revise as necessary. 10. For Buildings F1 and F2, the shear wall lengths along lines A and E should be the same. Both lengths are incorrect. The actual lengths add up to more like 16'- 9 ". 11. Verify the tributary areas for the shear walls along lines A and 2, as shown on page L -2 of the calculations. Revise the calculations, as necessary. 12. At the wall along line A, on the basement level adjacent to the L- shaped bedroom, a shorter wall length should be considered for overturning, since there is a window for half the length. Re- evaluate the necessary holdowns. 13. Provide details that show how shear is transferred from the roof diaphragm to shear walls below, running both parallel and perpendicular to roof trusses. Include details at gabled end walls and at roof eaves to show adequate shear transfer. 14. Provide calculations which evaluate chord forces and revise the drawings to show the necessary information. 15. The horizontal diaphragms are inadequate in some locations. Provide supporting calculations and show drag struts and /or increased diaphragm nailing to resolve diaphragm forces. 16. Show compliance to Section 2312(h) regarding the reduction of dead loads in the seismic design when considering uplift forces. 17. The soils report indicates that passive resistance should be considered against the key only. Revise the retaining walls as required. 18. Show compliance to Section 2308(b). Retaining walls must be designed to resist sliding with a safety factor of a least 1.5. 19. Some retaining walls have #4 reinforcing bars. The computer printouts assume Grade 60 reinforcing will be used; however, the Structural Notes indicate that Grade 40 reinforcing will be used for #4 bars. Please clarify and show adequacy. 20. Provide adequate minimum horizontal reinforcing in retaining walls per Section 2614(d). 21. The thickness of the 12' -0" high retaining wall in Section 8/S2 is 12" per the calculations, not 10 ", as scheduled. Revise the drawings per page RW -10 of the calculations. Mahan &DeSalvo October 5, 1990 City of Tukwila Re: 90 -T -23 Page Three Mahan &DeSalvo 22. Provide calculations for the design of the basement walls. 23. Provide calculations and complete the drawings for the carports; otherwise, note that they will be reviewed under separate permit. Recreation Building Please note that the following comments apply to the Recreation Building only; however, comments 13 and 14 above also apply the Recreation Building. Provide itemized responses to these comments as they apply to the Recreation Building as well. 24. Clarify the roof framing members at the entry. 25. Provide some building sections for our review. There is not enough information on the drawings to show the construction of the building. Show all the necessary information on the drawings. 26. There are several 6x6 columns shown on the basement plan which are not supported at the foundation. 27. Provide adequate column reinforcing per Section 2607(k)3. 28. Is the slab depressed at the foundation level directly under the lounge area? Section 6 /S2 -SIM does not clarify this information. 29. The calculations check areas with 100 psf live load and determine that 2x10's at 12" o.c. are required. Call out adequate member sizes at all necessary locations. 30. The tributary area used to calculate the wind loads at the roof level needs to include the total roof height above the ceiling level. Also, the length of the building used appears low. Revise all affected portions of the lateral design. 31. Shear walls along grids 2, 4, and C have shorter walls below or no walls below to transfer shear to the foundation. Show vertical support for these walls and provide a method of transferring shear to nearby walls through the diaphragm. Submit calculations to verify adequacy and clarify the drawings. Also, reconsider overturning effects for these situations. 32. Provide details of the strap tie connections. Why have the MSTI 60, 48 and 36 strap ties been placed in the order shown on the First Floor Plan, Sheet 26? Forces being dragged along line D would increase as it approaches the shear wall. Provide supporting calculations. October 5, 1990 City of Tukwila Re: 90 -T -23 Page Four Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerely, Crystal Kolke CLK:1 ecelLe_. cc: Roger Newell, Architect 1102 19th Avenue East Seattle, WA 98112 -- Mahan &DeSalvo PERFORMING INCOME PROPERTIES, INC. Dear Denise: P.O. BOX 2458, KIRKLAND, WA 98083 - 2458 • (206) 822-6440 City of Tukwila Attn: Ms. Denise Millard 6200 Southcenter Boulevard Tukwila, WA 98188 RE: 62nd Avenue S. Apartments (Crystal Ridge) Located at 62nd 8. and Sunwood Blvd. Plan Check #89 -367 As requested, we are forwarding application form for the sepration of of 6352 Sq. Ft. If we are required to submit new copies. cc: William W. Jeude October 2, 1990 a revised building permit Building F and F each are forms, please forward blank Thank you, Gary R. Steinvall President (Partner 62nd Avenue S. Partnership) Ms. Denise Millard City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 D E V E L O P M E N T@ A registered servicemark of Univest Capital Corporation September 27, 1990 Dear Denise, Per your request this letter is written to advise you of the correct name and ownership of our .project which is currently referred to as the 62nd Avenue Apartments. Project Name: Crystal Ridge Apartments Ownership: 62nd Avenue SW Limited Partnership Address: 0/0 Univest Capital Corporation - General Partner 911 5th Avenue, Suite 202 Kirkland, WA 98033 Sincerely, William W. Jeude President Univest Capital Corporation (SEP 28 1990 REAL ESTATE INVESTMENT AND DEVELOPMENT Kirkland Place Building, 911 5th Ave., Kirkland, Washington 98033 (2061889 -9060 TRANSMITTAL DATE 'L5 sSfr 4 10 PROJECT ‘,2►.1 AVM . �cfaCl�"t1�'1,1RI"C� TO C)111 0 p ^ L, Cu (<4).3 l A r'l" kl • D uAMG © �� G5 LVD COPIES DATE REMARKS vii I c )Q C. PEA) SS M► L,l AI D BY A(-,. i,G ®`111111111111 111111111111i 1 ®K ROGER H. NEWELL AIA ARCHITECT 1102 19TH AVENUE EAST • SEATTLE 98112 • (206) 322.1192 DESCRIPTION '25 Ss-Fr GIVIL w c.AL.cs 2 4A wss CA L C c/ - 114r24 sq. sb RECEIVED CITY OF TUKWILA S E P 2 5 1990 PERMIT CENTER JOB # B9oS *ILA TO: FROM: DATE: SUBJECT: (10 /T2.MEMO) City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor MEMORANDUM tt, :1")Q_5(x1v 0 5h-0 1 -Q - Doc - S"-elk7P Y 0 3UnW oor) eho,sp.:TE: 19'S% Ediifiit�n 6 ( (,lh�l� 4 �1 -fr(' L�Ci' i(1i 1 ( "t � .g ,u/1101q, ' 1l .21.1.121114 c'_5 -" -fic l ' C U in -. ('L 1,6: S /1, & • cU 4 6 ,•A . - .�.. U �" M : { Co i to_ --- �. ill liNt. k. 1 ` . ,..,, _ \ r� .l �►� . ;l r • 77,Ap\ � 1 Z U , o r , _ -rGC -T7C PO 4110 CJ'(t 416 i ..-, r.th Milli - P 1 1 IN( e .( ("(7',. C'r t.,/. At 1.-Lc., ={ (t - t •. ( 0,- /l i"% ._(i /. - i). C ''(. ! 7 j 1 ) 7 2-j i ( -) C. /.... . 1- =:)1) l C (( `.. ' L'11'1- ! ;11L' ( . =: t: ( (Z) 1-_ ci/ IL. . ..-f. I r 1, ``-f) - . � . , �,.___ _ ;hr,c /��Y(1. ._ �Ct..f7 "'t� ..L� ': . �/ (1.c. a.cr.�?.l' R. r) l . ` .,) ((..J)( , %) )> r- r c c �, c. J f�. 'j x '7'7 /x r': ii.. �' - _ ;'l r / �' Al A PROJECT .n ADDRESS DATE CITY OP rUKwIL4 DEPARTMCNT OP COMMLNni"1' 0EV L0P.i4 Nr PLANNlN(: nt #41111v 04A74116 prepared by: , •••■•••■■ NEST CAPITAL CORPORATION . William W.Jeude, President - Ms. Denise Millard City Of Tukwila 6300 S. , Center. Blvd. Tukwila, Washington 98188 RE: 02nd Avenue South' Apartments' Dear Ms. Millard: Attached hereto are the revised plans for the 62nd Avenue South Apartments. It is understood that the City s accepting these plans on the following conditions:, 1) We acknowledge that the appeal of the Board of Architectural Review approval of the project is pending and that proceeding, with structural review at this point is at our risk. These plans shall replace the set previously submitted which are to be returned to us. ;. Reali.Estate • Investment and Development' Kirkland Place Building . 911.5th Avg., Kirklaiid,WA 98033•', (204889-9060' S 7_, 1990 CITY OF TUKWILA SE1' 1 U 1990 PERMIT CENTER President Univest Capital orp. General Partner= 62nd Avenue (SW Limited Partnership CITY OF TL .WILA 6200 Southcenter Boulevard, Tukwila, Washington 98188 TO: _ICU COL CV FROM: DATE: m 1+ tVo SUBJECT: - MtsJAlt LCQ .ter MEMORANDUM (\I Li.3 <it LA _ ka2_16A - • • • _ '! ; • MAY I G 199 AA; I (206) 433-1800 ' t_ toirt-0 -LIgtrAV f k it 1 154a " mei 110 I tall a 11 C Wif CITY C)FTUKWILA 0200 SOUTECf;'N7'1 R RCflh/.1. :VA KU, 1'lJti 1VJI.A, N'A SN1NCTON 9HI RR . 1 l�J • June 12, 1990 Steinvall Construction Co. P,O. Box 2458 .Kirkland, WA 98083 -2458 ATTN: Gary Steinvall, President SUBJECT: Dear Mr. Sincerely, 02/06/91 09103 Steinvall: Building Offi i a 206 827 7258 '; PHONE R(206)433.1800 • 41827 -7258 I i .1 CGiiV11111} TA. Y.O ro I VAN E. ON 10.1'1.c c, fn' >3 ;3o A,M Dt,)AratZ ; THAT Ns. DoUmS WC N xs To APP► I 502 A 7. APPU(AM(."N Evft'r4$1014 sIUC.a 'rpm VIw ~v QROcaS5. is Pa>~4.1'- X1INNy p'ULL Spat* Ns-te_ , 111 5T•nt), 11-eo Ile wCL'u':, l.:iv 0'.1'rO i }� Mayt 1tNp rrikat) OUT `•Q. THAI' IF NEL DION T C./+.I..L ■1111 ek4.$4. 4Jou1.0 t,n�M>`1 ���4+t'IiHIt.1Cy I;, 0 K. AS IS 03 Care L. Vonais u, Atow F EB P 1991 Ut' I vI \V'/IL.A At1elfi�1('; PFPr . _ �l Building Permit Applications #89 -362 thru 89 -381 ( Your ltr, dtd 4/13/90, same subject) laxi mNs op! t rr>Ga N 1E? The following information applies to your request for an extension of the plan review period regarding the permit application referenced above. 1 have reviewed this subject with Rick Beeler, Department of Community Development Director, and also with the City Attorney. It has been determined that an extension is not necessary or warranted at this time because SEPA procedures automatically interrupt the plan review procedure and timeframe that is established in the Uniform Building Code. Based on this information, the 180 day period allowed for plan review will not start until final SEPA action has been taken. 1' • CITY OF TUKWILA 12o(I S(N77WCENTER BOULEVARD, 'MK IIVal, W lSI//N(; TON 98188 June 12, 1990 Steinvall Construction Co. P.O. Box 2458 Kirkland, WA 98083 -2458 ATTN: Gary Steinvall, President SUBJECT: Building Permit Applications #89 -362 thru 89 -381 ( Your ltr, dtd 4/13/90, same subject) Dear Mr. Steinvall: The following information applies to your request for an extension of the plan review period regarding the permit application referenced above. I have reviewed this subject with Rick Beeler, Department of Community Development Director, and also with the City Attorney. It has been determined that an extension is not necessary ar warranted at this time because SEPA procedures automatically interrupt the plan review procedure and timeframe that is established in the Uniform Building Code. Based on this information, the 180 day period allowed for plan review will not start until final SEPA action has been taken. Sincerely, cane Gr Building Of f idi`a1 MOAT a CM ) .03.MM (; u,y L. 1 Ibnur • . • " April 23, 1990 , Steinvall Construction Co. P.O. Box 2458 Kirkland, WA 98083-2458 ATTN: Gary Steinvall, President SUBJECT: Building Permit Applications #89-362 thru 89-381 (Your ltr, dtd 4/13/90, same subJect) Dear Mr. Steinvall, Your request for extension of the plan review period for an additional 180 days, with no change to your original vesting rights, is hereby'granted. The new expiration date for the plan review will be November 13, 1990. This approval is based on the recommendation of Jack Pace, Tukwila Senior Planner, who has stated that the extension is justified because of SEPA and Design Review issues that are presently delaying the plan check process. Under the provisions of Section 304(d), Uniform Building Code, 1988 Edition, this will be the only extension granted for the plan review period for this proJect. If the plan review is not completed by November 13, 1990 the permit application will become null and void and you will be required to resubmit a new application, new.plans and pay a new plan review fee in order for the permit process to continue. Sincerely, Duane Griffin Building Official 1 • • ask P`p Pa►ce, Senior Partner uiiding4ermit Applications #89 - 362 thru #89 -381 , ,to your request at the April 12th, „4:00 P.M. meeting? at;th'e City,of Tukwila, I Gary R. Steinvall'as authorized agent request, the building official extend the building permit Nf'applicationvan additional 180 days. In'addition, I request that you please forward a letter to this office confirming your acceptance of this extension and that our rights and interests in this application remain as vested. Thank you in advance, for your interest in this matter ands your response to my request. ..Please contact me at 822 -6440 should you have questions. Sincerely, •+- STEINVALL CRNSTTRUCTION,; CO. ry:R:Steinval.1 President Gary Huff, Karr Tuttle Campbell Bill Jeude Warren Ballard Roger Newell, AIA File, P.U. BOX 2458 • KIRKLAND, WASHINGTON 98083 -2458 STEINVALL CONSTRUCTION CO. GENERAL CONTRACTOR April 13, 1990 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 #S1EINCC131 CO ATTN: Jack P. Pace, Senior Partner RE: Building Permit Applications #89 -362 thru #89 -381 Dear Mr. Pace: In response to your request at the April 12th, 4:00 P.M. meeting at the City of Tukwila, I Gary R. Steinvall as authorized agent request the building official extend the building permit application an additional 180 days. In addition, I request that you please forward a letter to this office confirming your acceptance of this extension and that our rights and interests in this application remain as vested. Thank you in advance, for your interest in this matter and your response to my request. Please contact me at 822 -6440 should you have questions. Sincerely, STEINVALL C NSTRUCTION CO. c .;:w.tVelf Gary R. Steinvall President CC: Gary Huff, Karr Tuttle Campbell Bill Jeude Warren Ballard Roger Newell, AIA File GRS:sa PO, BOX 2458 • KIRKLAND, WASHINGTON 98083.2458 (206) 822 -6440 LELN APR 16 1990 CITY O TUKCnlEA PLANNfNG DEPT, Fire Department Review Control Number 89 -362 through 89 -381 (513) Re: Crystal Ridge Apartments Dear Sir: City of irukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 November 8, 1990 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10 B:C) dry chemical type. Travel distance to any fire extinguisher rnust be 75' or less. (NFPA 10, 3 -1.1) (UFC 10 -1 (3 -1)) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.6) (UFC 10.301) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher," with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.301) The following items pertain to 12)u. recreation building: Gary L. VanDusen, Mayor Commercial -type food heat - processing equipment from which grease -laden vapors emanate in normal cooking application shall be protected by an approved automatic extinguishing system. The extinguisher system shall be interconnected to the fuel and current supply so that the fuel or current is automatically Cit of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 2 Gary L. VanDusen, Mayor shut off to all equipment under the hood when the system is actuated. (UFC 10.313) A 40 BC rated dry chemical fire extinguisher is required to be installed near the food processing equipment. (UFC 10.313(d)) 2. Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 10.402(a). Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.107(a)(b)) Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one -hour fire resistive construction and sprinklered where required. (UFC 12.106(c)) Walls and ceilings of corridors serving an occupant load of 30 or more shall be not less than one -hour fire resistive construction. (UBC 3305(g)) (UFC 12.105(a)) (In the recreation building) 3. An approved automatic fire sprinkler extinguishing system is required and shall be designed, installed and tested. (City Ordinance #1528) (In all the apartment buildings) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1528) Fire hydrants are required as detailed in City Ordinance #729. City o Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Page number 3 Gary L. VanDusen, Mayor A fire hydrant is required within 150' of a building . and no portion of a building can be further than 300' from a hydrant. An additional hydrant is required to serve buildings #F1, #F2 and #E. Local U.L. Central Station Supervision is required. (UFC 14.105) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Extend sprinkler coverage to include all canopies, entryways, foyers, etc. which are completely or partially constructed of combustible materials. (UFC 10.301) Extend sprinkler coverage to basement level. 4. A fire alarm system is required to be installed and functionally tested. (UFC 10.301) An approved fire alarm system is required per City Ordinance #1327. An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) This applies to the recreation building and to the garages and to the apartment buildings as described in Article 14 of the U.F.C. and City Ordinance #1528. The fire alarm system installed shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City =�I City olTukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 4 Ordinance #1321) (U.F.C. 10.301) Gary L. VanDusen, Mayor All modifications to fire alarm systems shall have the written approval of the Tukwila Fire Department. No work shall commence without approved drawings. (City Ordinance #1327) (UFC 10.301) Remote indicator lights are required on all above ceiling smoke detectors. (UFC 10.301) When the control panel is located inside a room, the outside of the panel shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (UFC 10.301) Key box - When access to or within a structure or an area is unduly difficult because of secured openings or where immediate access is necessary for life- saving or fire - fighting purposes, the Chief may require a key box to be installed in an accessible location. The key box shall be a type approved by the Chief and shall contain keys to gain necessary access as required by the Chief. (UFC 10.209) A satisfactory contract covering the maintenance, operation and efficiency of the system shall be provided by the property owner. The contract shall provide for periodic inspection and tests, for proper maintenance service, and for service following operation of the system and shall be acceptable to the authority having jurisdiction. (NFPA 72A, 2 -3) (UFC 10.301) 5. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) 6. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 10.208) City of-Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 5 Gary L. VanDusen, Mayor Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the building. (UFC 10.207 as amended) All hydrants and all surface access roads shall be installed and made serviceable prior to and during the time of construction (UFC 10.301) In exposed combustible construction, fire - stopping, and .draft - stopping shall be instadlled to cut off all concealed draft openings (both vertical and horizontal). (UBC 2516, F1) (UFC 10.401) When fire dampers are required to maintain fire resistance of construction, fire dampers shall comply with the requirements of UBC Standard 43.7. (UFC 10.401) Where attic spaces are fully sprinklered; attic spaces formed of combustible construction shall be divided into horizontal areas not exceeding 9000 square feet by partitions extending from the ceiling to the roof. (UBC 2516, 4- B,iii) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 10.208) PROPERTY OWNER Citizens Service Corporation HONE ADDRESS 2 140th Avenue NE, Bellevue, WA Z 98005 CONTRACTOR Steinvall Construction Co. 'PHONE 822_611110 ADDRESS P.O. Box 2 Kirkland, WA ZIP 98083 WA. ST. CONTRACTOR'S LICENSE STEINCC 131 CQ EXP. DATE 2/11/90 ARCHITECT Roger Newell Architect PHONE 322 -1192 ADDRESS 1102 19th Avenue East, Seattle, WA ZIP 98112 OF TUKWILA rtment of Community Development - Building Division 00 Southcenter Boulevard, Tukwila WA 98188 206) 433 -1849 APPLICATION ,Il1UST BE FIL;L,EQ ,:;oLir ,CO111PLE.TEL:Y PLAN CHECK NUMBER FEES (for staff use only) :::Df~S.CI�It? >:: >:: >< AMO U <:< BUILDING PERMIT FEE) 0 •PLAN..CHECK .FEE , : W;: c .) BUILDING. SURCHARGE ENERGY. SURCHARGE.:::: OTHERt:. TOTA >_1 ,SITE ADDRESS SUITE # 62nd Avenue SW & Sunwood Blvd. PROJECT NAME/TENANT 62nd Avenue SX Apartments TYPE OF EFtNiew Building ETAddltion WORK: O Rack Storage 0 Reroof DESCRIBE WORK TO BE DONE: One - twelve unit apartment building BUILDING USE (office, warehouse, etc.) For rent apartments NATURE OF BUSINESS: BUILDING OWNER OR AUTHORIZED AGENT DONTACT PERSON DATE APPLICATION ACCEPTED Apartment rental WILL THERE BE A CHANGE IN USE? C21 No U Yes IF YES, EXPLAIN: UiLDI PERMIT APPLICATION VALUE OF CONSTRUCTION - $ ASSESSQR ACCQU , T Parcel 1 359 j -020 - 020( 3 0 U Tenant Improvement (commercial) U Demolition (building) 0 Remodel (residential) 0 Other SQUARE FOOTAGE - Building: 11,882 SF Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ® No 0 Yes IF YES, EXPLAIN: APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. IALUATION OP CONSTRUCTION Valuation for now construction and additions are calculated by the Department of Community Development prior to application submittal. Contw;t the Permit Coord'nat■r at '133 -1851 prior to subrnitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. WILDING 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 properly owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. _XPIRATiON OF PLAN REVIEW Applications for which no permit is Issued within 180 days following the date of application shall expire by limitations. The building official may extend the lime tor action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433-1849. DATE APPLICATION EXPIRES G� .. 13 9r) 03!30)68 Gary R. SteinvAll ►RESS P.O. Box 2458 Gary R. Steinvall CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 December 13, 1989 Mr.Gary R. Steinvall P.O. Box 2458 Kirkland, WA 98083-2458 RE: Building Permit Applications #89 -362 through #89 -381 Dear Mr. Steinvall: This letter supplements my November 29, 1989 letter to clarify that this application is not now subject to the Sensitive Area Ordinance under consideration by the City. Sincere L. Rick Beeler Director cc: Roger Newell if ddAI 18A83.11i o , 696 030 PHONE # (206) 433.1800 Gary L. VanDusen, Mayor r16 APR 1990 CITY OF TUKWILA PLANNING DEPT. • CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 November 29, 1989 Mr.Gary R. Steinvall P.O. Box 2458 Kirkland, WA 98083 -2458 RE: Building Permit Applications #89 -362 through #89 -381 Dear Mr. Steinvall: This letter is to confirm that the above applications are complete and vested under the 1988 Uniform Building Code, 1982 Zoning Code, as amended, 1977 Comprehensive Land Use Policy Plan, and Tukwila Municipal Code, Chapter 21.04, environmental review regulations. Let me repeat that the Board of Architecture Review and environmental review process will very likely cause revisions to the submitted site plan and design of the buildings. Therefore, we will not begin the Uniform Building Code review until the Board and environmental reviews are completed. Please contact Jack Pace, 433 -1847, to discuss the completeness of the application for Board of Architecture Review approval. Sincer . Rick Beeler Director cc: Roger. Newell PHONE It (206) 433.1800 Gary L. VanDuseu, Mayor STEINVALL CONSTRUCTION CO. GENERAL CONTRACTOR November 20, 1989 City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 ATTN: L.R. Beeler RE: Building Permit Applications #89 -362 thru #89 -381 Dear Mr. Beeler: In response to your letter dated November 17, 1989, as you requested please be advised that on that date, we submitted two (2) copies of the complete soils report, stamped by a Washington State Licensed Soils Engineer. This submittal was acknowledged by a letter dated November 17, 1989, by Becky L. Davis (copy attached). It is my understanding that the items to be submitted under the above referenced building permit application are complete. In view of this, I request that you please forward a letter to this office confirming your acceptance of this application and that our rights and interests in this application have been vested. In addition, on November 17, 1989, we submitted all required documents for the Board of Architectural Review application. Thank you in advance, for your interest in this matter and your response to my request. Please contact me at 822 -6440 should you have questions. Sincerely, STEINVALL CONSTRUCTION CO. Oc_ Gary R. Steinvall President GRS /kkh MSTEINCC131 CO cc: Gary Huff, Karr Tuttle Campbell Bill Jeude Warren Ballard Roger Newell, AIA File B11 -21 PO. BOX 2458 • KIRKLAND, WASHINGTON 98083.2458 (206) 822.6440 CITY OI' TUKI4'ILA (i; ?'O(I ITHIC'ENTER B0/1/./YARD, T /'h'11 i /.:1, R, SII N TU,V 9818S PHONE n (2061 .l :&' Moo November 17, 1989 Steinvall Construction PO Box 2458 Kirkland, WA 98083 Attn: Gary Steinvall Re: Building Permit Applications #89 -362 thru #89 -381 Sunwood Phase III Dear Mr. Steinvall: This letter is to acknowledge that this afternoon the City received two (2) copies of the soils report prepared by Associated Earth Sciences Inc. to be included in the building permit application submittal for this project. If you should have any questions, please feel free to contact me at 433 -1851. Sincerely, Becky L. Davis Permit Coordinator kOem_w--0, cc: Rick Beeler, Director Duane Griffin, Building Official Jack Pace, Senior Planner Roger Newell Architect Gal) 1.. l anIharn. CITY OF TUKWILA Ii(H) SO1!T110E.v'TRR V,.1RD, TUA'WIL -l. 11rlS11/NG TON 98 /88 November 17, 1989 Steinvall Construction Co. P.O. Box 2458 Kirkland, WA 98083 PHONE a (206) 433.1801) Oar,' L. lir 1rnorn, .11urnr Attn: Gary Steinvall Re: Building Permit Applications #89 -362 thru #89 -381 (Sunwood Phase III) Dear Mr. Steinvall: The building permit applications submitted on November 13, 1989, were incomplete due to the lack of two (2) copies of the complete soils report, stamped by a Washington State Licensed soils engineer. This information is necessary to review the building permit. The report must be submitted by 5':00 p.m., November 20, 1989. I discussed the Board of Architectural Review application with you a couple of weeks ago. The building permit cannot be issued until after the Board approves the project. Please be aware that the Board may very likely require changes to the site plan, building locations and building design. This application must be submitted as soon as possible. If you should have any questions on the building permit application call Duane Griffin, Building Official (433- 1849). Questions about the Board of Architectural Review should be directed to Jack Pace, Senior Planner (433 - 1849). Sincerely, g ;leak) Qe-Law las ast4) L. R. Beeler Planning Director cc: Roger Newell Architect Stephen C. Cary, Steinvall Construction Co. Duane Griffen, Building Official Jack Pace, Senior Planner Becky Davis, Permit Coordinator Citizens Service Corporation November 13, 1989 Project No. 8911 -04G City of Tukwila - Building Department 6200 Southcenter Boulevard Tukwila, Washington 98188 Subject: Status of Geotechnical Report Sunwood Apartments - Phase III 62nd Avenue South and Sunwood Boulevard Tukwila, Washington Gentlemen: Associated Earth Sciences, Inc. (AESI) has been contracted by Steinvall Construction Company to provide a Subsurface Exploration and Geotechnical Engineering Report for the above noted project. We have completed the field work for the project and are presently . working on the main body of the report. -The report should be ready for your review on or before November 22, 1989. This letter presents our preliminary findings and conclusions. Our field study included excavating a series of 9 exploration pits to gain subsurface information about the site. The exploration pits were logged by a geological engineer at the time of excavation and were backfilled immediately thereafter. Our explorations were located in the field by measuring from known site features shown on a site plan prepared by Mr. Roger Newell, AIA, dated November 7, 1989. FINDINGS ASSOCIATED EARTH SCIENCES, INC RECEIVED CITY OF TUKWILA MOV 1 3 19b9 PERMIT CENTER As revealed by the exploration pits (EPs), the general subsurface conditions were as follows. Minor amounts of fill were found in the upper 2 to 4 feet in several of the EPs. Beneath the fill, and at the surface where the fill was not present, was a dense, glacial till unit. The upper till unit extended to a depth of 6 to 12 feet below the surface and was identified in all of our EPs. Underlying the till we encountered a dense, silty fine sand. The sand unit was encountered in most of our EPs and extended to near the bottom of the pits at depths between 12 to 16 feet. The sand was underlain by a lower till unit or bedrock which was not fully penetrated in our EPs. Ground water seepage was only observed in one EP, at a depth of 14 feet, and probably indicated a perched pocket of water. 911 - 5th Avenue Suite 100 Kirkland, Washington 98033 (206) 827 -7701 CONCLUSIONS The bearing stratum is relatively shallow and spread footings may be used for foundation and retaining wall support when founded on dense natural soils. An allowable bearing pressure of 3000 pounds per square foot (psf) may be utilized for design purposes, including both dead and live loads. This information has been provided to the architect, Roger H. Newell. .It is our opinion based on present information available to us that the risk from slope movement on this site is less than that which is generally considered acceptable by current geologic hazard risk assessments .and geotechnical engineering standards. In addition, construction of this project will not have an adverse effect on the existing stability of the slope if the recommendations in our report are followed. Our geotechnical report will contain further recommendations concerning specific depths and capacities for the foundations, and recommendations concerning floor support, erosion and drainage control, lateral wall pressures, cut slope stability and rockeries. If you have any questions, please call us. Sincerely, ASSOCIATED EARTH SCIENCES, INC. 75 'x.— p 106 —Fog- Jamey S. Battermann, Geotechnical Engineer Gary T. %obdell, P.E., P.G. Principal JSB /lb A911 -04G DK11/1/89 lb E N G I N E E R I N G P110,JEC1: CLIENT STRUGTUR/\L GALGULrATIO for` Coe Nn 06.,vt✓ S \NI A Tr it `r'U KW I L.0 , WA. Structural and Civil Engineers NoN. ice, Enn 2470 Westlake Ave. N., Suite 204, Seattle WA 98109 206.285.4512 1 All I'( NO /.124. (-I I -t> -r- E.OGt� N 4t 1..L- /r F2G14 ITELCU I MIN E TH ti( r.�L's�i'i'1'La✓ , Wl` Si f JI4t 'S1 I l■ VALL- G©IJE tELX 1 D►sI . S I�GTU2v`L. 1v1�1 GT 1J�1 �� �cJl� l 8U r (C.i.< P- sonl G .Su 1TE 3o2 ej t)9 RECEIVED CITY OF TUKWILA Nov 1 3 1989 PERMIT CENTER S'T'RUC'T'URAL NOTES CODE REQUIREMENTS: ALL DESIGN AND CONSTRUCTION SHALL CONFORM 'TO THE UNIFORM BUILDING CODE, 1988 EDITION, AS AMENDED 13? THE CITY OF TUKWILA. GENERAL: IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, FORMWORK, ETC., AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR TEMPORARY BRACING. REFER TO ARCHITECTURAL PLANS FOR WALL OPENINGS, ARCHITECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. CONSULT MECHANICAL, PLANS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS & PIPES ETC. NOT SHOWN. DESIGN LOADS: LIVE LOADS: APARTMENTS 40 PSF ROOF 25 PSF (SNOW) EXIT FACILITIES: (CORRIDOR, STAIRS) 100PSF WIND LOAD: 80 MPH, EXPOSURE 13 SEISMIC: UBC ZONE 3 Z = 0.75, I = 1.0, K= 1.33, CS =0.14 FOUNDATIONS: ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF. ALL FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. LATERAL EARTH PRESSURES (EQUIVALENT FLUID PRESSURE) ARE AS FOLLOWS: ACTIVE 35 PCF PASSIVE 350 PCF COEFFICIENT. OF FRICTION 0.40 C_ O_N_CRETE: CONCRETE SHALT., CONFORM '1'0 AMERICAN CC:MORETTI: INSTI'T UTP STANDARD 301, "SPECWICATIONS FOR STRUCTURAL CONCRV'TE FOR BUII.,D1N11F, ". AN ATR ENTRAINIK1 ADMIXTURE CONFORMING TO UBC STD 26 -9 SHALL BE ADDED TO AL,L CONCRE'T'E EXPOSED TO EARTH OR WEATHER. PROVIDE 5% i 1.1 ENTRAINED A MAXIMUM SLUMP SHALL BE 4" AT TIME OF PLACING. f'c MIN SACKS OF SPECIAL INSP. USE CEMENT PER REQUIRED CY OF CONCR. 2000 5 NO SLAB ON GRADE 3000 6 YES FOOTINGS & WALLS THE USE OF WATER - SOLUABLE CHLORIDE ION SHALL NOT BE USED UNLESS APPROVED BY THE ARCHITECT. AS AN ALTERNATIVE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT A CONCRETE MIX DESIGNS FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX DESIGN SHALL BE REVIEWED FOR CONFORMANCE TO UBC 2604(c)2. REINFORCING ASTM A -615 GRADE 60 (fy = 60 KSI) DEFORMED BARS FOR BAR SIZES NO. 5 & LARGER, GRADE 40 (fy = 40 KSI) FOR NO. 3 & NO.4 BARS. ASTM A -185 (fy = 75 KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE CLASS C LAP SPLICES. REINFORCEMENT FOR SLABS ON GRADE SHALL BE WWF 6X6 W1.4 X W1.4 UNLESS NOTED OTHERWISE. MINIMUM CONCRETE COVER SHALL BE: CONCRETE CAST AGAINST EARTH FORMED SURFACE EXPOSED TO EARTH OR WEATHER 3 CONCRETE NOT EXPOSED TO WEATHER OR EARTH, 3/4" 1 1/2" WALL THICKNESS HORIZONTAL VERTICAL LOCATION BARS BARS 'CONCRETE WALL REINFORCING: PROVIDE TWO HORIZONTAL /15 BAR*:; AT CACii FLOOR LEVEL. PROVIDE CORNER BARS TO MATCH THE 110RJZONTAL REINFORCING AT EACH WALL INTERSECT :.ON AND TWO VERTICAL 1/5 BARS AT EACH WALL CORNER MW IN'rrRSECTION. AT ALL OPENINGS PROVIDE A MINIMUM ()U TWO / #5 BARS OVER, UNDER AND AT SIDES. EXTEND HORIZONTAL BARS AT LEAST LAP DISTANCE PAST THE OPENING OR AS FAR AS POSSIBLE AND HOOK. EXTEND VERTICAL BARS THE FULL STORY HEIGHT OR AS FAR AS POSSIBLE AND HOOK. PROVIDE ONE //5 BAR BY 4' -0 LONG, DIAGONALLY AT EACH CORNER OF ALL OPENINGS. WALLS SHALL BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS OR IF NOT SHOWN SHALL BE AS FOLLOWS: 6" 8" /{4 @ 13 "oc 1/5 @ 13 "oc @ CL OF WALL #4 @ 10 "oc //5 @ 16 "oc @ CL OF WALL STRUCTURAL STEEL: MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: STRUCTURAL STEEL ASTM A36, Fy m 36 KSI; CONNECTION MATERIAL ASTM A36, Fy = 36 KSI; WOOD CONNECTION BOLTS ASTM A -307; ANCHOR BOLTS ASTM A -307; WELDING ELECTRODES E70XX. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE 8th EDITION OF THE "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS ". ALL WELDING SHALL CONFORM TO THE AWS D1 -1 "STRUCTURAL WELDING CODE ". ALL WELDING SHALL BE PERFORMED, BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) AND AWS CERTIFIED WELDERS. SAWN I:,UMBER: SAWN LUMBER HE GRADED AND MARKED IN CONFORMANCE WITI-1 WCI,IR STANDARD GRADING RULES FOR WPS'I' COAST LUMBER NO. 16 .LATEST EDITION. ALL (,,UMBER IN CONTACT WITII CONCRETE SHALL, fat? PRESSURE TREATED. S1 ?ECIES AND GRADE; SHALL BE AS FDI,I.,uWS UNLEf3S OTHERWISE NOTED ON DRAWINGS: USE WALL STUDS & BLOCKING 2" TO 3" THICK, 4" WIDE 2" THICK, 6" WIDE WALL PLATES 2 X 4 2 X 6 GRADE JOISTS 2" THICK, 5" & WIDER HF 112 BEAMS & POSTS 4 X 4 AND LARGER DF —L #1 HF p HEM—FIR DF —L DOUGLAS FIR —LARCH HF STD. HF ' #2 HF STD. HF #2 FRAMING NOTES: FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL). ATTACH JOISTS TO FLUSH 'LEADERS AND BEAMS WITH SIMPSON "U" SERIES JOIST HANGERS TO SUIT THE JOIST SIZE. NAILS SHALL BE COMMON. NAILING NOT SHOWN SHALL BE PER TABLE 25 —Q OF THE UBC. PROVIDE SOLID BLOCKING AT BEARING POINTS. GLUED LAMINATED MEMBERS: GLUE LAMS SHALL HAVE AITC IDENTIFICATION MARK. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. BEAMS & COLUMNS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL " GRADE, AND STRENGTH INDICATED BELOW: USE COMBINATION SYMBOL SPECIES SIMPLE SPAN 24F —V4 DF /DF CONTINUOUS OR 24F —V8 DF /DF CANTILEVER PLYWOOD: PLYWOOD PANEL.}! SI1A11• HAVE 'I'IIP APA MADE TRADEMARK or THE AMERICAN PLYWOOD ASSOCIATION. P11YWOO1) SHAI,,1.' BE (' °1) INT APA WITH EXTERIOR GLUE (CDX) WITH THE FOLLOWING THICKNESSES AND RATINGS: NAILING PLYWOOD EDGE FIELD 13.L1(G FLOORING 3/4" 40/20 T&G 1011 @ 6" 1011 .C1 10" NO ROOF 5/8" 40/20 T &G 10d @ 6" 10d @ 12" NO SHEAR WALL 1/2" 32/16 SEE SHEAR WALL SCHEDULE. ALL ROOF SHEATHING AND SUB - FLOORING SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN OR AS INDICATED ON DRAWINGS. SHEAR WALL FRAMING SHALL BE BLOCKED WITH 2X OR 3X FRAMING AT ALL PANEL EDGES (SEE SCHEDULE). INSPECTION: NO SPECIAL INSPECTION IS REQUIRED IN ADDITION TO THE REQUIRED INSPECTIONS BY BUILDING DEPARTMENT OFFICIALS. ENGINEERING PROJECT __Z:21.111Va. tit_ 1 1 CLIENT 1 Vit LI . ro,vn.e,, H 444 1 v t211" +I I L'ivP LCtaGi SfV101,0 e l- L 5 erS c • r-af7d. c'k,c)r 4 o 4.) ce,-c r 'Dead ft ot (6(5 "14“..as (.2eo•s r,.7`•10 1G (44 t-ievt.)( (vt -e • --- 1 72 11 \L i ov •, jj- toare \J-222 Structural and Civil Engineers VR.15 2470 Westlake Ave. N., Suite 204, Seattle WA 98109 206.285.4512 PO NO. Td a 1:lonv I evi5 II F1 1 z 15D - 2 - 741D 1(o Ft.00e. 11101•111. PROJECT e _____ F: I 6) ( ENGINEERING PG NO.: F1 r 1 0 Gaitk.A 124.,(.1.01 cvv>( 1..)Nivcrt rle..(0? TL-)f) I yu co= iv2(107- 1I00 I-1- 12 tAidaLe_ GaAAA B ji (c s="): goo VI 7- o 05)C- - - Z.50 'If 1(1 1 Structural and Civil Engineers 2470 Westlake Ave. N., Suite 204, Seattle WA 98109 206 !L Ors' w= ( 50 = 52z "n$5 () ( C 0 U5 • (4) S)410' . E N G I N E E R I N G F'f iUJI:CI:_ 7_1-1. 't) ✓ _... Y • . 't / CLIENT, 1 Structural andCivil Engineers 11AI I 2470 Westlake Ave. N., Suite 204, Seattle WA 98109 206.285.4512 Ai s ,49 2 EpDSA sto' 7 ) , / 3 -6 ��. cI O. !3 erm 771i? W -� w T. l fc. ?3 -r 0. 30. Size.. ddett/pne.ec Tie-Ce- a3 -L /.d• 4 « J kv,4/1.. $(0 ,g oof 4oyoc /vel- ' 4' (,) o ,& ¢s /O a. C'.o) �a•7 ;; z. 6 z a . ¢Sb '' o, a 7S "Pt re, °!a. 2-17 30¢7. 0 •? ._ 77 G a. 37 Yd, (p 4-G .J. i 3. v.i 9•,9 • SS. 7 7 376'.6 I 27 11m4" C r/2 4 zS INVALL - TUKWILA APTS. L TRIB SHEAR LENGTH UNIT TYPE 0TH RH AREA V - SHEAR vh CUHH. DEAD LOAD LENGTH w1/2 UPLIFT 110Ln0UN vh w 1 NT TO BACK A 198 1228 21 58 3 468 468 220 5 550 82 B 545 3390 40 85. 2- 678 678 360 9 1620 942 C 545 3390 22 154 3 1233 1233 360 22 3960. 2727 D 545 3390 35 97 2 - 775 775 360 6 1080 ' 305 E. 272 1692 21 81 3 645 645 220 21 2310 1665 (TOTAL 2105 13090 A 198 2196 21 105 3 837 1305 460 5 1150 -155 B 545 6060 40 . 152 3 1212 1890 740 9 3330 1440 C 545 6060 22 275 ir 2204 3436 740 22 8140 4704 D 545 6060 35 173 3 1385 2160 740 6 2220 60 E 272 3025 21 144 5 1152 1797 460 21 4830 3033 (TOTAL 2105 23402 '` A 198 2613 21 124 3 995 2300 460 5 1150 -1150 <� . 8 545 • 7210 40 180 3 1442 3332 740 9 3330 -2 C 545 7210 22 328 S 2622 6058 740 22 8140 2082 0 545 7210 35 206 9' 1648 3808 740 6 2220 - 15881) E 272 3599 21 171 $ 5 1371 3168 460 21 4830 1662 TOTAL 2105 27843 DE TO SIDE liv 1 598 3716 J6- ' 4g- 4- 1918 1918 160 4 280 -1638 T 2 598 3716 16 232 4- 1858 1858 240 16 1920 62 3 598 3716 28 133 3 1062 1062 240 14 1680 618 4 313 1944 25 78 3 622 622 160 4 320 -302 BTOTAL 2105 13093 1 598 6644 )6 ' 6 S 34'29 5347 330 4 578 - 4770 4 2 598 6644 16 415 6 3322 5180 505 16 4040 -1140 T 3 598 6644 28 237 4' 1898 2960 505 14 3535 575 4 313 3475 25 139.3 1112 1734 330 4 660 - 1074 7 BTOTAL 2105 23408 a I,S 30 1S ° ' 77� 1 598 7905 36'' S iff 5 4080 9427 500 .4' 6 -873" -8552 4 ' 2 598 7905 1G 494 6 3952 9133 770 16 6160 -2973 * i — 3 598 7905 28 282 5 2259 5219 770 14 5390 171 4 313 4134 25 165 44 1323 3057 500 4 1000 -20574 TOTAL 2105 27849 " Y «DATE: 10- Nov -89 » [[filename: SIIWL964.WK SHEAR WALL SCHEDULE WALL PANEL NAILING PLATE A. OOLTS VALUH TYPE @ EDGES FIELD MAILING TO CUNCR. (PLF) 5/8" GWB 7" 7" (2) 164 5/8" A.B. 50 1 ONE SIDE @ 12" @ 48" 5/8" GWB 4" 4" (2) 164 5/8" A.O. 100 2 ONE SIDE @ 12" @ 48" 5/8" GWB 3 BOTH SIDES 4" 1/2" CDX 6" 12" (2) 164 5/8" A.B. 2:'i4 4 ONE SIDE @ 9" @ 48" 1/2" CDX 5 ONE SIDE 1/2" CDX 6 ONE SIDE 4" 12" (2) 164 5/8" A.B. 377 @ 6" @ 38" 3" 1/2" CDX 6" 12" (2) 164 5/8" A.B. 508 7 BOTH SIDES @ 4" @ 28" 1/2" CDX 4" 12" (2) 164 5/8" A.B. 754 8 BOTH SIDES @ 4" @ 19" 1/2" CDX 9 BOTH SIDES 3 it 4" (2) 164 5/8" A.l. 175 @ 6" @Pr II 12" (2) 164 5/8" A.B. 492 @ 4" @ 30" 12" (2) 164 5/8" A.B. 98i @ 3" @ 14" 1/2" CDX 2" 12" (2) 164 5/8" A.B. 1262 10 BOTH SIDES @ 2" @ 11" SHEAR WALL NOTES: 1. BLOCKING IS REQUIRED AT ALL PANEL EDGES EXCEPT TYPE 1. e?i" 2. NAILS FOR PLYWOOD PANELS SHALL BE 104 COHNON OR GALV. BOX. 3. NAILS FOR GWB PANELS SHALL BB 64 COOLER OR PARKER. AN ALTERNATE FASTENER HAY BE USED PROVIDED THE ALIENATE'S GAGE & LENGTH IS NOT LESS THAN THAT SPECIFIED. 4. 1/2" GSB SHEATHING MAY BE SUBSTITUTED FOR 5/8" GWB ON OUTSIDE FACE OF EXTERIOR WALL. . .AILING FOR GSB SHALL BE NO. 11 X 1 3/4 ", 7/16" HEAD, DIAHOND POINT GALVANIZED. 6. 3X FRAMING IS REQUIRED AT ADJOINING PANEL EDGES FOR WALL TYPE 6 & 9 c- '3 HOEDOWN & FASTENING SCHEDULE RAWL TYPE NO. & HDWR. WOOD WOOD EXPANSION CONCRETE UPLIFT TYPE MEMBER FASTENER HOLT EMBEDMENT CAPACITY 1 PA28 3x (24) 1Gd N. A. 4" 2950 2 (2) PA28 3x (48) 16d N. A. 4" 5900 3 HD2A (3) 2x (2) 5/8" " 5/8" 5" 2755 4 HDSA (3) 2x (2) 3/4" 3/4" 5" 4345 5 HPAIID22 4x (24) 16d N.A. N.A. 3506 T ST6236 3x (26) 1Gd N. A. N. A. 1600 2T (2) ST6236 (2) 3X (52) 16d N. A. N. A. 3200 1. HOLDOWNS SHALL BE AS MANUFACTURED BY SIMPSON CO. 2. NAILS SHALL BE COMMON. 3. PA HOLDOWNS REQUIRE A 5" MINIMUM EDGE DISTANCE. 4. HPAND22 HOLDOWNS REQUIRE 10" EMBEDMENT, WITH (1) IIURIZONTAL 14 REBAR CONT., AND (2) 114 HOOK BARS ON EITHER SIDE. 5. THE EXPANSION BOLT VALUES ARE APPLICABLE ONLY WHEN THE ANCHORS ARE INSTALLED WITH SPECIAL INSPECTION. 6. IN LIEU OF EXPANSION BOLTS, A STD. "J" OR "L" BOLT WITH 14" EMBEDMENT HAY BE USED. 1/9r:/t) • INVEST ELEVATION 4 at Pr- 44/1- • (. V6 - - • 0 1 p, , 47 ko6 , 9. Po - - • •■•■•■■■,,■ ....■••••■•••• sELEVATION IriAP ee, 'c/o - • .6 • ft4 — • — — 1 VS or e) 5 "Sr • I - -4 1 — — .4. - na • -P6 6 Ultb , 1 kS1 G TYP FIRST & SECQNP ! LO 101 r • THAT PORTION OF TRACT t 4 OP INTERURBAN ADDITION T SEAT TLt , AS PER POT 1 OORDED $ MASA ttt OF PLATS PAGE 55, RE F$ OF KING COUNTY, DESCRIBED AS FOLLOWS; SSG INI AT e't POINT ON 111E EAST:I-NE or SAD TRACT 11 : WHICH IS 162•79 FEET NORTH OF THE SOUTHEAST CSR THEREOF; ''t HENCE GOt T1NUIN!G td 01 °21'40" W, 352.94 FEET TO THE teORTHEA:3T CORNER OF SAID TRACT 11; THENCE NCE N 118'25'27"irif, ALONG THE Nth/TM LINE- OF 5.100 TRACT 11, Z.00 FEET • TO THE "(RUE -POINT OF ", SEGI 4lt?Qdr1 '„THENCE N 88°2527" W.,204.82 FEET; THENCE, FOLLOWING THE OFFSET CENTER L1N1 OF THE EXISTING ACG'ESS/UW.1TY EASEMENT REQl7RDED UNDER AtJDITOR'S FILE NUMBERS 61011130853 AND 5112100483; o i l° 16'00` W, 9.11 FEET; THEME ALONG A CUFTVE TO THE LEFT MAVtNG A RADIUS OF 300.00 FEET A DELTA OF 09 °:14'20" THE ARC- LENGTH OF 51.87 BEET •• -° . `THENCE S 01 W, 50.15 FE. `73-1ENCE ALONG A CURVE TO TTY LEFT, HAVING A RADIUS OF 66..00 FEET Amp DELTA OF 48 THE ARC-LENGTH • OF 47.12 FEET; iTH NCE S 43'`x38'20' E, 53.33 F& ET; IHENCE A CURVE TO THE LEFT. HAVING A RADIUS OF 60.00 t" 1 'f AND DELTA OF 45'00'00 ", THE ARC -UEN 31Ti OF 47.1 FEET; Tt4 N cE 0 erreireerE, 1Y3.ite FELtT; TO A i OINT N LINE • PARALLEL WITH AND OFFSET 5 5.00 FEET WET OF SAID TRACT - THENCE N 51 E, AL 0 SAID UN E, 207.45 FEET TO THE mut POINT OF SEGINNiNG.. t TOGETHER WrfTH AND stiasECT TO an easement for ingress, egress, utilities, srd drainage over that portion of Lot 11, Interurban Addition to Cdr of Seattle, according to tt:s plat recorded in Vcilunve 10 ot'P eta, Peed 6 S, In King County, Waehington, ;1esr.;r to et :,ts lobes: , Beginning at to 140f11tea91 corner of said Lot 1 i; Trenton I; 36'25'27' W, along the North lira thereon 5.00 feet to the , West rirafgin of 62n4 :4,venee eouth as convoyed to the City of Tukwila by dam' reeorderI under King Ceurty lecordin Number 7 ; 6; Thence g 01°21'40" W, eiong said\ West rr x' h 144.93 feet to a point of cuNe end the lique )'- roW'Or i ,:Gi miNG; 'f enc err a oldie to the ik4h.t. hung a i iligitt Ol 26.00 feet throegir a teritrai angle t)t ?,e7' an aft' once of 31.42 feet; Thseice N 88 °38 W, 153.15 feet tet r a 15a1nt of curve; Thence t a curve to the ht having a radios i of 37.50 feet, throughs; a ,oiertiree angle of- 45 °00'Q0" an ate ' di3tanoet of 29.46 feet; Then l 40 °3820 W. 5 leo to a .: Ore of :urns; Thence on si j1.hoeirt the right hi e s :'thus of • 37.50 feet, through a e ntrealartgie:of 45 °Qt•'0t)° an arc orrice et 29,45 feet `thence {x'0001 °21'40 E. 553.15 feet to a point of ,'elitele Thence on a.curv+ . the Having as fatties of 211'.x; fact, throe# a retry 3rd angle of 5 !'24", an arc distance of 47.98 foe!; Then • N 11 ° *t " 12.95 feet to a pore on the • North he et said Lot 11a 11i. eve N 88°2. '27" t5tr, along said ; North lie, xx.xll feeet• rre* 6;1 W, 6-7t3 fug to e point of mime; Theme Sct t net ieft having , 'radius of - - 319. 3 feet threeeh a i,artiraI angel of • 09 °6420" an arc ' *' dietaries of %.24 feet; Thence s:01"21'4•0'' W, 50.15 feet to l _ e ' ;Wet of curve; ,Thence on curve to the a ms% having a :edits *' 9 19.60 font through a:Ventral angel of 45 °06'00" el rer • d1stanee of 62 44 feet; Thence., S A •38'20" E, 53.0 feet to at reel q • , alive; Theme on O 1i9 Iii let hawing a raef'sua of 7 fs , feen fhtau h e. (*venal arm of 41<°OO (V an area diatsnce of, ,' 62044 foot; Teo* $ 88 E, 153.15 feat hi ea point of e ve Theme on a, curie to the tete having a radius of 20.00; foot, tie-Owe a rerntot aim of 90.0034i" oft 6rr1 t ea` ca4i. ,g/ A2 foot to 0 point nt !en err the psi lira) r1i eeii. 4 9 I11 4 of ;,' 1; 6" , �,, �j� v° C'b E t ', "f,2 42,..., 1 W Wn1 AND 'st i TO twit c � ;n'! tle 1 • x 41' :� 5 WE \TIE GfT'W OF TUBA, =R'-STY F ;r % 1•)>F crry of T iilRlt :3..r{oPT PLAT NUMBER 31'30 � ; 5 i " O a 1.1 ;St ''"PLAVREC ORDE uhto. Fl f ''t€3tNUUM3ER &5121;1 `S 'i t .1* crtY4 Tt 1-A e* ' 't,P TOGES" ERR ifs rH THAT PORTION ; OF .1W 1 t L d•t''t'c.R RP ` ADDITION TO BEA't'TL , AS PER ,PLAT! X t tN V UM 11 F't� O O AT�S, P 4 55, R ECOR S • 2.i .141 DESCRIBED A l�' tW1 :' - • f E +,t4NNG Al A POINT ON THE E: '71-LINE .QF SAhk TRACT': • `J 16':162•79' PEET A!. Of T JE OU ASZ ±i THENCE: #T IUI N . " W 0.9 FEET TO `4�•ifr 1• ; rte :SM) cT , THEN ,S . °s2' w ,, . ALONG THE . NORTHERLY I f F .1 ^,t3 e. i FEET; NCE S cove' Es 39 \ 14 FEET; • reiEfiC N. $9 ) E,141.65 FEET; • THlaY,C ei lea, ' W, a , .' ' FEET; 3 � Tt BHC �L t}" ' ,E, 1 fib 21 . FEET TO THE. POINT OK ` CERT. THE EASTERLY4.04 FEET AS CiONVEY0 , 'i:ITTi' DP TUKWIL A Wt. DEED RECORDED RECORD/ MG NUitetkiff79t t $16; • :116$ "MAT' PORT/0,4'0F TT 0a INTERIURBAN . 113 s� " A'i'Y't.E, lA, PErt PUkT;REcORDED iN Vtktlti4g 1 ., ,' 0',eG' $$, 4. t COUNTY, ESC , €O °: • t .t :790 to isirvon r of 54 ` z sexes Net !WITH AN,EASEMENT FOR 'tNME,: 'SS :SAIL POSES OVER 11 WEST 30 FEET Of 'd`t4E E EEr A 4D LYtA l $ THt Ot✓ TH N TH+ 2 70 , E't i t; TE • • 'AOD1T, �. O T :.TN4 CI S t • , Pp MAT f' c Pli,ce� ' Motet* 10 f l;A f'si AT A, O ON THE EMT LINE o : SAO l r _ P t 1 � 1 � WHICH T t 10, -T O T `'� fi 1� 7t '$ fw SC T 1O TH t t FhEA:ST 5 ?: -. . TnAot 11 ; - ' f 88'25'2T;W,' U THE t 'n4. j SAlt) TRACT 11, 5.Stft FEET TO TH TRUE ' t4 1 . ; � EC lW 3 ; T -4 .. 252: w, :82 FEET; • } •'1 NC , ,OWING T (OF SET CENTERLINE OF ,v - y E.)al9 " f� ACot /U fT'Y EASEMENT PECOr D : NGE Atoma A CURVE. `I) THE LEFT HAVatO A AW : t'YT` S1tfl :00 FEET R DELTA pp ors4ltr THE ARC.-'; LE I OF 51:67 i .ET; • 601,11'40 W, 80.15 FEET, E ALON A MAW TO TT1E LEFT, HAVING A RAM' r4t.0b FED AND T'A CP4 The P. r, I-F ±'O.TH OP 47.12 MO) 111ENC,E,8 60' o" , 17s€, FEET; TO A POiNt 01 PARALLEfelVTH OPPSET f5 Fget wan $A0tRA 9 ;, ' plop, itoar. 01 °21'40" , Acp1G E& tsgg %3 T` 1.4$ FEE To eeeeeeer-eeeee s. eitteopc't ).16° ` r cvG.._. 1' le 1 . .n t' • • - IQ ,tJiia7►1* rrw , ,44 50 941- -0 AI , I r 1 �i' ✓; r , 2i ,'1 v -- -. 1•R .:WSTH tf6rECt TO rt exga rlsiflt.tor it t oes,; Al woos. et 4, war ih f of List 11, tripe tta rt. to t Calf, f4 t#•.�x 'hi eibitone 10 of , Pfete; t. .. i i g 00rrtp, •41$1111forr. as f& W8: .e, L3etd. erilog at to rlheast *timer Of eaafd�lot 11; N.' `2 S ;ill t;J I ti no tttsr rf. 5.05 to the ' `'West nta ip:et as A', .th as, r ued to a piittr of "ukwrr9a b load retooled under Kt Covnty� Rec trding Nest r - 90it 34061 fb T:heope $ 01°21'40u W, along easd went toa.40, 164.9 tt Y. s OM of curve, and the irctve ` ,.NT' tNFl G; Theme or: a curve tor Om right f }ivng a reitittee of 20.01) teat through central angle .f.4. f3: '00"0 t,arc Via anrr' 3 feet; ' Thy P4 800313'2( W, 1 to &petal at delve; T 1 t e o c e r e t a c u t e " to the r'rgilt of 0Y ;' feet, thiotvati a cortrel angle of ...4�5 ar ma of 24Afs folt, Thettc.e N 43°3820" W, 'I3, f y to a O4 of eurtin, t'serroosin a OSAIVa to the right having a radius Of 740 fit, 0146 a reintral Angie of 45 °00 an arc distance it 28.- '1 et, :thilou h a central angle of 09 °54'24 ", an arc ditetert 0,41.98 suet:: Theme N 11°16'00" E, 12.95 feet to a'' eton the North lino . 5t t Lot 11; Thence te8862527"" W, 304. t North aria, Veto J oat; h, e= S 1 : + .6'00 W,'.5.15 -:taut to et pom Ovution Tirane»• on a curve to the loft havalwa $4410 l O Gtr 1st the It.- oontral angle 009°5420* ell .W01 of 4.f ilef ;' Tkencs S 01 °21'40" VY, 50.15 feet "ib the eppLefLef Gtieett .:Thence on a curve to the left haves} a . Ohre t$ feet *wefts central angle of 45 °00'00" gin It ';rat 0,)V r s Thence S• 43 °3820" E, 53.33 feat to a tioint:4 Thalico.ort 8 e to the left braving a radius of r 54 fr t, tt;ri u A �rtr•1 .- le, of 4',°00'00" an ere distance t • .44feet; sr S 8.5 E, 153.15 feet to a point, el gu n a * U is 'ie to. right having a radius of 2040 it mist artgi elf 90°40'00' an arc' distance of of lartcriney on the East line of said Lot 11; V44 "-'; *aid East ;ina feet to the 0 l ' u � 3t1N klc` 1 t�1 7HKXs I i T g „ S�•D �* � ex•sr Pm, it 1 -0/1s , • . TOGETHER WITH AND SUBJECT TO eaeemerrts and test! Lion of er ord; ��rr SITUATE IN THE cm OF TUKW1LA, C,'')UNTYOF Ktf+Y3, STATE OF WASHIGNTON. (tom penal fleeing a arse of 11,430 fee or 2.53 stelete. men «.I ittvisitn APPROVED 'PLANS -: ALL 1st TLDi1'1GS Final inspection approval and occupancy is subject to submittal of a "RECORDED copy, of the lot line ad justmert,. required under these revisions . s oc 62 8G LZ I IIfI111111111IIIIIIIIIII !1111111111111 • '12 nit - 41,J WOO `lwt telt" la CY.ir.. :Y!M'Il ra. 42 -Units A I _ A,C,C pt7. 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Project Structural Engineer: Civil Engineer: Landscsape Architect: Zoning Code Lot Size: Allowed Density: Bulk Requirernenls Building Height: 35'-0" Set Backs Front: Rear: Sides: Data 0 Open Space 200 S.F./ Unite 14400 S.F. 7Z/ Garage Stalls ilk (),_ 7Z..) Surface Stalls " Building Code !Lpi Code Typtof Construction Schneider Construction 6510 Southcenter Blvd. Tukwila, INA 98188 (206) 248-2471 Roger H. Newell AIA 1102 19th Avenue East Seattle, Wa. 98112 (206) 322-1192 CT Engineellng 180 Nickerson, Suite 302 Seattle, Wa. 98109 (206) 285 O.R. Strong Engineers 10602 N.E. 38th Pi. i1101 Kirkland, Wa. 98033 (206) 827-3063 The Johnson Associates 2203 E. Louisa St. Seattle, Wa. 98112 (206) 328-7423 R-4 District Low Aparlments 20 Units per Acre e 77 Units 72 Units . 18.70 lJnits per Acre 1988 UBC V-1 Hour 8FTLINidkAlect 2 stories over basement 1 1 understand that the Plan Chock approvals are j subject to errors and ornisetiene eee: approval of adopted code or ordinance. Recci.o: of cortirecter's copy of approved plans acknowie<i. Permit No Energy Cdtte SEPARATE pERmne REQUIRED FOR: rif RPM BUILDING MB= • 1. All glazing to be insule.ted glass, class 60. 2. MaxinuM glazing to be 21% of wall. 3. Shower heads shall not exceed 3 G.P.M. 4. Water Heaters shall meet ASHRAE Standard 90-75 5. AD Ducts to be insulated with thermal insulation . 6. Fireplaces to draw arnbi e Provide glass doors. Fireplace flues toihave automatic damper. 6. All doors and windowS to be fully weatherstripped. 9. Provi metal ducts for kitchen, beth and dryer. Exhaust seperately to outside. einadauntainiatunetnia Floors . R-19 Concrete Slab Perimeter :e R-4,6 1 f t Index to Drawings A1 2 Al 3 A1 4 A1 5 Al 6 A1 7 8 A1 1/30° Site Plan, Project Notes A2 1/fr Site Plan Section A A3 1/8" Site Plan Section B A4 VW Site Plan Section C A5 118" Site Plan Section D A6 VW Site Plan Section E A7 Mr Site Plan Section F Foupdation, Basement Floor Plan Firet Floor Framing: Buildings A, B, C, 0, E A9 First, Second Floor Plans Second Floor, Roof Frarring: Buildings A, 13, C, D, E AtO Foundation, Basement Floor Plans First Floor Framing Buildings: Fl, F2 Al 1 First, Second Floor Plans Second Floor, Roof Freming: Buildings Fl; F2 Reof Plans 1/4" Plans Unit 1/4" Plans Unit B 1/4" Plans Unit C 114" Piens Unit HC Elevations Buildings A, B, C, D, E Elevations Buildings Fl, F2 Recreation Building Foundation Plan Al 9 Recreation Buikling Floor Plan • A20 Recreatien Building Elevatiens A2 1 Door and Window Sottedules" A2 2 Building and Garage Sections A2 3 Garage Floor Plan A2 4 Wall Sections A25 Retaining Wall Elevations A2 6 Site Sections s 1 Shear Wall Details S2 Structural Notes S3 Structural Details L1 Landscape Plan R1 Recreation Plan Construction Notes All construction to comply with 11101.9. edition of the Uniform Building Code and Contractor shall be knowledgeable with general constructioo r requirements of the Uniform Beading Code, Section 25. **1 All sewer, electrical, plumbing, and mechaniCal to conform I with all applicable local, state an..1 national codes. , consult Architect tor any dimensional clarifications, errors or tonflicts. General contractor must verify dimensions prior to starting work Consult with Architect regarding errors, omissions, or changes prior to proceeding with construction. General Contractor shall be responsible tor providing a wealher-light building including ail necessary seatants and These drawings are bid-design docements. The Owner/Developer and Contractor shall assume responsibility and liabil:ly for coordination of related bid-design work, including but not limited to, electrical, plumbing, heating, and ventilation. THE ARCHITECT IS NOT LIABLE FOR CHANGES/CORRECTIONS MADE BY ON SITE INSPECTION DURING THE COURSE OF CONSTRUCTION. The Contractor shall utilize construction techniques arid praotices standard and acceptable to the constructiOn industry. The Architect does not assume liability or • responsibility for methods of construction, sasonstmetion-t details not included on these Contract Documents. The Architect has not been retained or compensated to ; provide design and/or constryction rpvitwiservices relating : to the Contractor's safety precautions or to means, methodS, techniques or procedures required for the Contractor to ; perform his work. The undertaking of periodic site visits by the Architect 1214211,494 be as supervision of actual , constrUction nor make him responsible for providing a safe - Pta,ce_tor the performanbe of work by the contractor __ contractor's employees or ernployees of :suppliers of; ka subcontractor's, or for access, visits, use, Work, travai or' , 'oci by any person. Area Calculationt Unit Unit Patio/ 2nd Fl. B 38 2br/2bth Totals 72 - 0012'avera l ge Parking Stalls trni 2 car Total "7 garages with private access door 7 • garage stalls -1 fittrfaca,,v,alls A,B,C,D,E Rec. Storage Compact Total e Decks/ Lot: CliaraiP 11,140 Total 39,8 0 8 CITY OF TUKWILA APPROVED 12,122 6,180 BSD 764 388 RECENED CITY OF TUKWILA DEO 2 1992 PERMIT CENTER 0 • 0 8 76 SCALE: 1* = 8 5' LAND SETBACK (TYP • 10 • • ,; 1 • r • • • 4 CONC, WALL- CHT.) • r N 88°25'27" • — 1 1 •1 . 44 l C' o " • • • • I • � . L • EM AC (-N • • • -•• - -- • • 1 YP • Nc E. Of f - : r (-or N°T To SA C- L, ° J410 1 } .: • 150.00' . 17. cal • Ho2SESPoc PIT �4I) ND PLAY , 1 EXISTI\ c&e: f.l c 112 G CURB (TYP) 8' BUILDING SETBAC< (TYP) Ito 4 1 6 • FEIC TENS • 'NEW - t V3' ..v r • J -. ". - . •. . e . . •.. .i ;a. - ;: '+ a .ii' ..^; 1�"'. '' " lr 3t � "i F,t . i'�': F_• „F ;f c. 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S A■ a* **■•■••■ •■•■■•■•••■•••• • 01•141107•1•1•• • II ri-r‘ OCT 20 1992 ' • ••.,..„ • , • • q. • • CAN] - -- ';a te..► — F'r • . • N 88 °2.4'47" W • a...s.ry c u.vr 4 1 • ••••••••••••••• ra e • X7 .5=® • • r '. • } • c 0 • • • • FIRST FF = ICI - - -FF 88 °2 tr ��. all '+ r • 0 8 16 SCALE: 1' =8 • 1.0 n r i ` : . • ..r 0 oe 6Z ee LZ 9Z GZ 4' <, 'CZ 1tit 1 iii1, i11111i1I111 lillilfiill+I ��11111lIi1 !!fl(I!1!11 ; trill th Jul I null it r Ii . II;iI : I i f V ,, , %1 II 11Ill'i1l1l1lli1lf 1 1l1 1 1111I 1 11 111111101111 1 }1 'I �1 [11 11 11 . J 1 lint �11ii! Iirll To ! 1 t 16 THS INCH 1 r 3 4 6 '7 8 IdOTE: — ft the cnicrofiiraed do Cilent its less dear than this notice, it is due to the quality of the priginal document. � y t 11 4401111111111111111111111111111111111111111 9 10 11 ..F.. GERMltm 124 CL Zl II O1, 6 8 G 9 S £ z t ww 0 1 � i�IIIIIl111flI IIIIIitf1lIIIIIII� l llllliili IIIIIIiII 1 IIIIIIIII !iJ!!l1111iil� il PH J �1J, 11��1 � !!1!1ll��IIIIlI111!!�!1!!l1111! EXISTING EDC OF SID -WALE (TYP) EXISTING -� CURB... (TYP) es. A • a. 4. 11 , e. • • ---13� ---- X13 4 AO CITY OF TIJKWIS A APPROVED t ' Ig 13(.U'_ DING . • SIGN r t 4 " • • r 1 • Fair Housing ct Accessibility ores (See 24 CFR Chapter ate, Final Fair Housing Accessibility Guidelines , Federal Register 3 -6 -91 volume 56, Number,: 44) available at the Department of Housing and Urban Development office. Site Design 4 1. Main building entrance must have an accessible route which complies with ANSI 4.3. 2. One row (minimum) of mailboxes to bo:provided within reach range of a person in a wheetcilair. 3. Accessibility is required to public and common use areas elsewhere on the site that are available to the residents of the buildings. 4. Accessible parking spaces should equal 2% of the total number of accessibte'rtiseonte site. ' Dwelling Units ' 1. M doorways intended for passage shall provide a 32" 2. D sear width.. (2'-10" door minimum). oors in public and common use areas and for primary entry doors to comply with ANSI 4.13 3. Minimum corridor wicfth shall bbe 36" clear. 4. Access to exterior decks shall be provided. 5. Exterior thresholds shall be maximum 3/4" high at unit entry doors, doors to exterior decks and accessible routes of travel. . 6. Kitchens and bathrooms shall be large enough to allow HC parallel or forward approach to all fixtures and t appliances. 7. Clearance between counters and all opposing base i cabinets, countertops, and appliances or wails is a minimum of 40 inches. 8. Provide minimum 36" clearance for water closet in full bathrooms. Hardware 1. Light switches, environmental controls and electrical outlets shall be mounted no higher than 48" and no lower than 15" above the floor. . 2. AS full bathrooms' (with water closet, Iays, showers, tubs and tubishower) shad have wails reinforced for grab bars at appropriate locations, per figure 3, 4 and 5 of Guide - lines, Section 100.205 (c)(3)(iii). 3. The main building door provided on an accessible route and all unit entry doors must have hardware that complies with ANSI standard 4.13.9 • • • 1 /4" Iii. rOothi.azg I letT XE.vl • ow 10 0 tams ;NCH 111111111111111111111111111111111111111111111111111 1 2 ' OC 6Z 8C 12 9Z 5Z 11I1111IIlill111111l 1 111111111 11111111IIl11111111111111 111111111i 1111a 111 111 14 1111IIU }I?,11:11;,1111111114111141,11 g 1 1 1 1 . 1 1 1 1 - 1 fi f ' I 1 1 1 1 1 1 I 111 f 1 :. I 11 , ,. 111 11111 1 1 11 I I 1 I i• l :I ;I1)1: I 4 5 Cll 7 S NOTE: If the microfilmed document is less clear than this t r} • notice, it is due to the quality of the original document. t 1 7z ' sz zz IZ OZ 61 e1 LI 91 SI +A. el II a (A 6 C L 9 s ti C z I 1~W 0 !11111111b11I,1 111111j1L1 11111111111111 111111111111111111111111.11 i � 1,0111 IIIII,l111111I1 1111111 ,11I111111b11111,1111111111 IIIIIIIn1 1 ,1 41 111 111 1J1 111 11;111 I L .. I`I II �I�III 9 10 11 WADE uw 6ERMPH, 12 1 -- __. __ __J L _ I r1 - r-I I 1 1. .. I I l l i i I� - 1 I l i ,L == • s- I Ij/421, G I, I' 4 • •i TL • 17r ~ 3 /Z." IG ___••• •••-,t• I 15-1-T" • .. us 1 r �•� a ,I 104 -0 0" 101 -d :v1 I 1 f' • .1 \ 3.2. lea -6 - r - Z • 4-- H ; • I- - I 1 1 ( -p .� 1 5 '4 r 2G, ,. c 1� - �� Awe y I?s'-- //- i2-2-- yi 11. %� --- . 'I -- - - - & c 4c; t140 /(2) cssi. T, TOa T (.2)d4. 1 I CaJ - --> 1 1 n • I wkir cv .(o re II.• 'I'E YIeWs , 1v • 1 1 ' H ,Jos I Nr 1 csserE O 2..36 ' OR- - r(plcal. WAL FAMINE, . flew. it 14m.p 6.14 sr4rtls� sl . . 1- AS NPI6•L 14o t..Pov'ir a d- r i 12." lNA`l.i'�C,,,A \J . - , {, E.1 t 1 t o` ► trE sip WI poll /r3 91 'rt= s HEer ; 2 • toper, F fib. s t Y OF T �'W �P PRO,VED 1LA 'N.. .4 1 c, ti OCT 2 0 1992 J 4 • N 1) a. w w Z M- • = W wI CC Y cc h • c V) W CO w s ad z ` w > Yom- w 2 w z J Q w . (1) 1 t. 5. • lii UtarT • 1Jx..2�•Q not%.0 �. PL .ZrU n 15,Q �....l,U 6. 5 1.- -q.Sk 0 I S . o l -.�j.S.K�I,�j to►.rl5 U112.61)- MI K, VE1 7ICN e VI o '1.1 Jl . IoM.,lr l2kV l7tt ` ea4111..ATQri l) F IA V ,T De".1 .OL"S lo.r Ib.5 I.5.'n4, CoNrt i 511 c.a r !i �.. sorr' ve (IJ0 \/ ,rL'rI GILL. RE "1,5 .5 Ilt 'W5 xi -37 A, `N y 111I2 F3L.O.C.1 as,; s-5 - : T_ - -11�t� . � <rn► 1 e' Ui4tr '. . - - 13.5 x 1.6 `L2 sa TOTAt- -- --- QUIr �D � Illto 1,44 q: 2:o .. 2.o 1.5 c : 6.5x tax ,_ ‘.5 C3.5 ::115 I I I 2vx 2.g. L IN.FT. .x 12 wirt Y, I.s.IN 55• II�1 •0 s ` 11'10 1. ) Tric, V I•tt1L.A'Tlo�l l oeq S�. I N N TW'TA1. ve-N 5 L.0.1 - 10 __. - 481+E • 1 6 •A T -- ---- - - - - -- - r. 2 -maJ�� �7 .(>1:4 � o0 45WAL. -1 CoM c/vt S1- +!Nki{,,.E.. oVCP SUIwIN(, p 0y 1 . 4 7-" L. ' pp�.�' WEA`n+Ir.i (N 2x FrL°MIt4 LIAM . t -AME To. 4v F LAT I L LJ dD SN H116 o N .6,o 16, 4.0 Section Thru Roof . ensic is Roue 20 .1• $ 1.0 a onnectipn •2 . ,5, I' I'x.5 I 'Attic VentilAtion Caloulation... 'r_ c/ .0 L A 11014 i `t,'r 516441=1 :IJT' '. '' ems. OI:A.rIo JW Th- "Y ti • 1 .. , sr 0 laTHS,NCH 1 2 ' a • . • { !r� :FJ.�J� 1l(I(i('111 1111 +I(If l�l�If 1j111J 1(1(11 Jlal(t� {i•fi' I( 1� 1(I I„ a it 1,6 II V 111111 '3 4 5 6 7 8 1 NOTE: If + the microfilmed document is leas clear than this notice, it is due to the quality of the original document. n • r u a Oe 6Z se Lz 9Z SZ 1 7Z ' EZ zz l OZ 61 81 LL 9L 91 4 71. EL Z1. Ll C1, 6 s ( IIIIIIIIIIIIIIIIi1l IIIIII1111IIlilfi�l lllllif��illll►If1111�(�fli� 11 Il�tflul�il IlllilUl�LI111111fI1U t11 1i�1�1� i' :! I 11!1114 111 11 1111 I1I 111111 :II(lli(IIIIIIII11111 11111 IIIIIIIIII!lln • • , 44 5 • zi-leET I1 1%.fcInr ________ • 41 1 1111111 1111111 111 11! 111 �11 11I 111 11I I I {1111► 9 1 V 11' MADE 1!l6ERMJWY 1 2 4 • 1 9 S +� E Z L W W O 1 1111111 111111! 1 11 11111 1 1 1 1 1111111111111111111111111111 • -DII 1,41/ ,.r.. , r_it..e.*r', ✓i i iEwi�.r3�e. l�.fs+F . - ° %e ': y�,, 7 1U I *iti -6" - • A 1' -r;!' > {�cx t faw1� ( s W Jt„ or.1 5T S I • • • CITY OF TUKWILA APPROVED !Tr T9 nu 101 G D SION 1, Itig- T`f t. Wm F1;011 mrialvl 1409' rN( IcAllp , a, \VALE.. 1'Fiv.,k+rsP4. EJc t • Ii,ualcA•t+r, cvrr4 141 ✓ OCT 20 W2 o,v SH E r !. ' A . Z. J 4 +r. w Z S uJ w °a 0 g W 0 3 ,^ N N r at 00 uJ Z Z L•J O wq z w z f , • ■•• • • • 7 • 44 1. A (r .i ; At r 1 i d i l 4 5 6 7 8 ; DE 44 document ia less clear than this notice, it is due to the quality of the original document. 4 0E, 6Z oe LZ 9Z GZ 4 7Z CZ ZZ 1.e oe 61. 9I LI 91 IA c Zt u cm, 6 1111111111111111111161111411114114111111111111.1kafflibillhilifidifillid111110111111111 11114-1.1011.141011,1111111J.1441bHillidWINP1011461,11111111111011 1 1 1 1 1 . . . , . • • ••• %At • 11=-0/1. (3) "2(R.) 2 x i ( 1 (i.1S %I.x2cLE_ R1 [] LiNrt iol I IZ•• 26 I .. oll r Basement Plan/First F16or FreinT Scale:1/ Slo o" • 1 • ti t- 64 - • _ —4 4, • 0 16 THS INCH e/3 9 10 if 4 - 2-0•111.t. It if 11J-6, t 1 , o " 52 ---- ,,,-- t — "- — ------ . - 1 1 1 1 , ...1 I 1 1 I 1 1 LL 1 - 1r I 1 )1 1 ,( _ 4 i Z4SJJ L_ •••‘ 1 • 1 1- , .1... I- 1 1 I 1 • 1 1 1 - -1 1 , ..„ • . r 1.t a 1 1. b.P1 _ Lit* 112 ■•■ ; 1 11 1 - o • _r,i ALI? t-tg>4.Dez.s t.io-r r•-blf, OTSC; 1ypic.4.1.- 14464- 90EA,E4.44,t.t... 4 Hocry fq.te.r5.1;)a. g 1. - Li soe.p.F. > 1- •3113. 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CZ ZZ IZ () 61. 91 Z.1 91 Gt •1 Cl Zi LL pi. 6 9 4 , 9 S 4 7 £ [-$ • 1 r 11 • ,: 4' • ' ; • U•1'T Wi I 0 jjL E•; utsetf,tix es,(10 1( , 162- o " A e I II 4 • 1 • • Z& o " .4: 1. _ 4 ' 44 eisF. ...1-10Lzowt4 • • \ t • ..• 1 N • ' 2 g 1 rrc7 s I ,' 1 CITY OF TUKWILA APPROVED t31)ItDING DI ISION .. 111111 41 1a. L • • ;•;;•'...', 444,, r;,,, • :', 7.1 . ^. • . • . , 11111 11111111111111 0 i THS INCH 1 . , ., , ..... • ,-, • ,•,--, -.!„,. ,..:: !' - .4. :: 7. , ...- '0' :" if. 're7, f!.;--!' . 4 'r', '''' • 7 .' ' : '''' '",:- 4 .• — '.--.. '' , , • ---,' • ,,, ' '''''''-':-, ''. - ,..,,,, i i i i i i I i i i i i i i i i i I I I I I I I I I , wi l l ! wr i I t I i ri 1 I I Itl I I I •J,1 2 3 4 5 6 7 8 , 1 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. Oe 6Z se L 9Z SF, i7e tee ez te OZ 61 et 1111111111111011111111ilhilliffiill(IIIIIIIIIIIIIIIIIIIIII 1111141 iIIIIIIII1111111111 ILII11.1 - • ./- $ 91 91 '01 £1 El 11 01, 11144ItI)1 9 -t cc\ ....4■••■■•■•••••■=1 ••••■•■•■16... p-tove --a I t S j'aPI o Ill1111 3 - 1 V!' 1111111 III 1111111111 9 10 11 P441EitneR 12 1 • .. ' 41:. ,.. . , ' .,1 ' . . ,7.,..1:'•':-:.T..'''.'"'.?;.:t-::.,..:'.::'-',..',:-e-. ..e.. ./:::= );■11 '!:... Z:t l • Y. . N • i° 1 1-0-0 At,ceste II , G-10/2. IrT 2 BEDROOM/.1 BATH 1/b sr •..,•.•••••- • • • • • •• • • 11 t>ils• 1 NJ I 1-16- JII - is F.ori:. av/s I4EAr.:14 0 • CITY OF TUKWILA APPROVED urn/ f3U G DI SION ' OCT 2 0 1992 • . • +, • ,-„ 7 _ .0 • • .41 ••• .4. „ (1 I 1111 1111111111+1.44111- •0!(:- q • ••• - 0 ICI THS INCH 1 2 0€ 6Z 8': LZ 9Z Se 1 7Z ( CZ ZZ OZ 61, LL 91 St 1 71 CL ZI, notice, it is due to the quality of the original document. 3 NOTE: If the microfilmed document is less clear than this 4 5 s _ the 01 6 IIIIIhnilifilliffilliiii111111111111111111161111111111i11IIIKE 1111,1111} 111 I • , . . . \ \ \I„. .-:*- . • Eginkimm. _ tz, r i i . / • 1:3P...C.1‹, 4.1.10 • ' M42:Dit. spralor-LuFL‘lEcikui Aztir- , 1/Et,ilizt.41 r • 1... ..!..a,,A+-k r o . . -.....-, --,........... I e'• I s O ( 1 • 11 . r .... •-• • • i: • 41 Illt11,11111111111111111111111111 9 10 11 • moEmotuks 12. C ; 9 S Il!Ill!111111!Iiiillilit111 1 .11'1 1 1 1, II 110 • at, - Jr! ■ f • 1 4. • " lorIVA •4 6 . --- cAft-re-T 4. • r - • , , .a- 1 11/.322 fir • ED OOM \"( • T • • 4. .CITY OF-T(JKWILA APPROVED Vr: •. -St' ID No piVISION ci.. ) OCT 2 0 1992 I. tr 4 i....W.c.••4e440,4;,..•01)..,0•04-...;...e..0.44:4*44WiroAte4 1 ' • " • • • • • • • , • • •..• • \ • , • -41 5 S s ; t4 1\1<5 i< ; TC44E14 PPM r — 1 y`: S 4L /S �.1 I I I I I I 1 1 1 1 1 1 1 I I 1 l l I I II! 1 I I I I I I I � 1 i l l I I I I • l 1 ' 1 1 I I I I I111111111I: -�. ,� . 1 I I III N I I LIII!I1 UV Ti 1111 1 1 1 1 0 16THSINCH 1 2 %! f3 1 4 5 6 7 8 1 NOTE: If the raicro£ilaed document is less clear than this ( notice, it is due to the quaity of the original document. 0 6Z ee LZ 9Z SZ 9Z ' CZ ZZ tZ. OZ !fit 9t Ll 91. St +:t Et Zt tt Ot. 6 I � I 1 � JJ )) ++ ii ff IIIIII�Illluiillfflllllllllil onl imillillhinl.Ill ll�1!Illlllilll!! �11l1 11111,11 (IJIUi�I n1 � 1 II I flllnl{� illllll lilt �l IulIlI1� I.(l111.11�111IIIliliil 1 111 n tij I I l I I I l I I I l I I I l I I l l 1 1111 l 1 11111 I I1I111 Iil 1 9 1 10 11. MAD 1 GERI+m 12 L 11111 9 5 h E II�I�l11lll! illl11111 !11111111i11�111111� 11111 I 11 2 BEDROOM/1 BATH 19 I sr s' _ or - CDV E/21414. — E.X 4P:).$ f al p w � EI4T 170 `fq CITY OF TIJ WILA APPROVED 0 NG D. ISION c.. ` OCT 2 O 17192 4 N .- .rte 1 ".: V) r N W N W M D Z w0 a0 . 1- I w Z w w Z 0 w rw Zw w Z ~ (9 U Oa Q N .•?= „ ln , . - oi ,1, i l . 1 . s a .r . . t .1 fl . I , M -• - f 13:.? . ' / -;- 1,, 15 N 1 4( • . , fi :• 7' _ • , „ ,,,. - ... te t • „e . . i t e r- . - • t i i t ;i Af .1 `1- 4'', • ,, •'••• . • . 0 ... 1 .. •..4 • I 1 - . E • '' r I ,f,,/ T t ';,t ' , e . : '' - - - , 1 T1 .-'' . .0 • C . ) , 0• 81 .. 4 ..L.. .„-. - ,, ■••:- ' ... I ,, - • , • " -.-• t ir, .ti •4AAA rL Aa.., 1ehf A Sae C NttfD oe "n . tt e m el -t ae o t)e E .11. f 1- eEt.1 ptlt ee Voe,.14 • • • r. • ", r • ; • '4 N...,.. -,---" •"--• - e ,% -r-- h eh -- - -- ...-es....... 4,,t, . ,....,/- ,- .,__ - - . -------if, - '3 - 4.) , ,..... /- ,..,------ - , ,...- - = - s.....,- ..• N ,. elk ee' hete" 4 • 1 Barrier-Free Unit arrierFree Notes. ; • D. Width. The Wi6th of teaks and ramp shall be not lees than 44 inches. A walk surfacer less than 60 Inches In width ' shall have an unobsfrueted passing and amine. space, not • less than 5 feet by 5 feet, at intervals of net more than 200 feet. The clear width of cub cute shall be not less than 36 tithes, exclusive of the rewired tette slopea. Projecting 'pipets shall comply with section 3304(d). A. Kitchen A teouriter shalt be provided t A height ot 30-1/2" wittespatte beneath at lea. n heightte 30" wide and 24" deep.' Kitchen ah TT aye ar .1 enobstiuonecl floor spece with a minlreum•dimenelon 5 t3. Doorways: Evety doorway shall permit the installetioe • 4 door which when fully opereehall provide not less than 32" clear opening:. An unobstrneted floor spree 18" wide ellen adjoin the strike jamb on the side of the direction ci door swing. • • • .t G. r Closet: Shall be trotifeed with the top of the seat 1 16• le above the finished ;lace. Weter closets malt efiow a reettimurn lee spec° of 6" measured'honzontalle from the front leading edge to the base, by 6" high, . Thet lateral distenee from the center line of the water &beet seae to the nearest construction shall not be less than 15" on one side and 41" ornate opposite s:de. D, Grab Bare:: Shall be not lesslhan 1-1/2" in diameter an$ t if wall mounted, shall have 1 1/2aclearance from the wail. A •e grab bar, a minimum length of 36, shall be mounted ` fr2 I , the floor at right angles to the centerlineof the water cioset and not more then 9" behind the seat. A grO) ; bar, a minimum Ifngth of be mounted , to ;34froji above the floor parallel toq.nd 15" to 18" fortvara of th seat. Grab bers shall be capable of eupponing a 30 pound live loa.dwithout permanent deflection. on. Lavatory shall have a rim height of 33" t 34" and shall have a 29" minimum clearance from the bottom of the apron to the floer. Faucets shalt be levee t type and shall be no more than 17" from the front edge of , the lavatory or counter. Exposed drain pipes end hot water pipes under a lavatory shall be recessed, Insulated or guarded. Protection shall be provided to prevent burne 4 from contact with hot Water pipe and waste lines where the water temperature exceeds 120 degrees F. • 1 F. Mirrors or Shetves: Where provided, at least one shatt be placed at a height not to exceed 40" above the floot; measure'ci from the top of the shelf and bottom of thre mirror. G. Tow& Racks, Towel Dispensere & Other Dispenser& Where•provided, at least one shall be mounted sp as not tet exceed 40" above the finished floor to any rack, operating , controls, MeChanism or dispenser. „ t eeeheeett e. ;• eeteteeeetteetke tee_ conform with Washington State Handicap Regulations f& Barrier Free Fadlities; Sections 5501 1-4, 6 Section 5501. Hardware: M hardware use.d in accessible Harztvvare and &ditches: Alt hardware and switches shtif .. . • , , 0.: '1.' Door etereere Or power operatoets shalt be opereble as, •;Ir ired by s'entten 3304(g). ; E ceptiert: ' 'Flo& pd or :electric eye actuated power t 0 e ' A eopetaied . doors shall remain in the fully open . pesiti than n 6 seconds Before closing. ; T itch switches shall be moonted 36” above the lictrer t less than 18" nor more than 36" horizontally •from the ; nearest point of travel & the moving door. 'her power operated doors must tee detuated from orn .a lion eto nearer than 36" from the nearest point of travel o the nholOg door. • , 3 Looksets and iatchaels shall have !ever Or ()that . '.' d vice(s) Which will permit operation by wrist or arm ensure izir action. • t , . .ceptioni 'This provision is not requisite -at mechanicat, ' - - efeethical 0 janitor rooms. fight of Center of spindle or actuating device shall be 364 t 42" atiotre the iiper. : l< Its Of frandless'or other Operating hardware en 'ateers adi Ao loading platforms, stagtes, mechanical • uipmeht _rooms, ot other a(ea e hazardoue to the blind all be kneeled or otherwise rough to tit totich. , . , • 1 Door pulls sh ll e be) mounted to as to be puited:it I pight 421 ahove the floor. .., - • 1 Lighting and ventilation switches in accessible &Jelling • hits she located noarnore than 46" abeve ttO finished ilbor. ,- - Electripal convenienee outlets in aeceseibie CiWellieg i topits Shalt be tocete-d Tioi Ies4 vat i5" abOtie` the firOetted , ; nor. • f t . t)oor end dretwer pulls in aceessible cheelting wile 1 -netttee the tiSeeto oPei ate there t.ehleeetgraspintee, , • ;.., ‘ i ' oo P r ' e 3 , • s a tr$ 011 d°c' ell .r. b 3.; e. d r; ) ie c r t - s trt el eTU t° d r: e.o kl r b s bi l a O s e i ll hl it .1:11 e' ll. ltie e ' erditiare. ' - ' 4 w • • • r J. Hazcrds. Anti portci M the edge el an accessible route ; of travel which is mole than 8 inane above grade, or witach i e abuts a hazardous area, shall be provided with a protectiye ! railing with a top rail al a height of 36 Inches and a agd-rail at a height of 18 inches. K. Handrails. Raines which slope morelhan 1 In '20 dpFtil • beprovideel with handrails on both sides atetheight &Ate less. than 32 inches nor more than 36 inches, and Shalt extend not less than 12 inches beyond the top and bottom of the ramp. The hand grip portion of the handrails shall be ' not less than 1-1/4 Inches nor more than 2 inchee In the outside dimension and shall be basically ova i or, round cross-Section and shall have smooth surfaces with no sharp comers. When wallenounted, harefreils shall have 1- 11/2 inch clearanae form" the' watt; Handrails halt net ba • •! I regMFC44t 4ny_Or.4, of - ■ ' - 1 1 %-•: ' t. •• . '• 1, ..... :r.;111.4 , ..... ,,.......: , ....■,.... ..... ... .. .. ....-;, , .., ,„ ,•;:,. . ;.,•, ... :,•;,.......,„... ,•,..,__.' „,,, „;.',",•, ,,, ,-,',..., , ,•:,......„,, ,,•• „„ ,,,:).,;;;, ?..; e• • p. Illuminetion. Illuminalkm shall tx) provided along the• ' 9ssibit) ot travel, at ant/ time the building is hat g061. , tujeled intensity of riot less than rade1 one foet-cartdie I • t.' ttei, Signs:- At every pripilati) public site entrance and at ior rriteOrjerreetion along or leading to an eccessible route of, travel, thene $ign dieplaying the leteertaticiiel Syrrib Stich sIgn shalt indicate the dirpoilon to 1' .teeett$ doeitftalion3, including but:riot litehed elPefouo elf* entranoeS. primary. pubflo entrances, ated • i tepriekinet spaces provided as Segeired $octilert 75Efeln tl Sighs shali bo readable' trent but •efiall hO't obstruct,. thei, &sit* Mute of travel. All r teulrod,by Orteaectioti..._ A Pail comply with Seetton;5505; , • e, • h.; , • • c6toc)n ' 11111111111111111111111111111111111111111 . it11111111111141114111111 11 1 • 1 1 I 1 111 0 181445 INCH '5 3 4 5 6 7 8 9 10 11 ---GERmAK 12 • • . i E. Skpe. Wares shall have a slope In the dretelon ot. travel : of not mote than 1 hi 50, and a crosteelope.of not more than 1 in 50. Stiontel the W0p6 Of z WA exeeed I In 50, h shall be ctassified as a ramp. Ramps an cede We ehall ; have a slope of not rnore than 1 in 12 and a crees-slitext ot I not more than *I in 50. The tOCS of curb cuts shall have a slope, not marl? than 1 in 6. Such wake, ramps, and curb cuts sheet nol b interrupeed by ablerpt Changes In level i greater than 1/2 loch. • .. F. Lancres. Landiege shall be provided er as required by Section 3307 Oh • . . 1 G. Grates. MOO an accessible route of travei grates shall have openings no more than 1/2 inch in 'least clear distance between solid parts. The maximum vertical 1 surface cttang f. shalt be 1/8 Inch. • H. Expansion and Construction Joh*, Expanitiontand constmction joinic shall have a Width of not more the 1/2 inch, shall be filled with a lime, compressible, elastic • material, and shall be IWO with the eunchee. •,. • i 1 Materials and Construction. An acoessible roue of travel shall be constructed of a time stable neetenal with a smoeth, slip resistant surface no; Interrupted by any abrupt grange greater than 1/2 inch. My abwp change reater than 112 inch shall be beveled to 1 In 4: Noebrupt change in height greater than 1/2 inch is allowed, without meeting ramp requirmnt!' of Section 3306(c). Where an accessible route of travel intereects vvith•wallts, ramps, landings, curb cuts, roadways or parking areas, they shall blend to a - common .surface. Curb cote shalt have a contrasting surtade texture. . mAttges), '- or- ,e,tri,v-„c te eeS 4 oelthe.L F. ; E- , !el 9 75 1}1%,•A eke/KN& FrIntirr 4 %•eteaLt ott-i Net refer) eve Mee- lei • i r•144 f )Lik4U 9 • • 4, ' NOTE: If the' microfilMed document is less clear than this notice, it is due to the quality of the original document. 74 tg • . • c • rr et" fit tete-% t•-tes. • .- r • f . ( • r.- - "•,. r's ONS ,•,Atr . 441 59971 , .. , ..• •••,4 ',:l... qt. ,;:!"•.. 11 1' , - : ....„...._. •-.•:-... -a,i;, ' a ; -, .4).11;',,c .11... f■07 - 1." " ,... .,,i ZteiP Feetli:fitt . - et, .....,e .e ';''''''''' '..-:--1.'-''''''''''''' ''' ''' : 1 ; - . ..., ...et.' --.-eettere-et..........e.f teteetee eeeteeteeetee. 2.,..er tee • 1 ! 1 • .i i 1 r-1442. It-r.-114.451_ .. 1 - : . 1 — ' _ „Ie • :;. ,.... .4. .,. 1 ;.;.., OE 6e 9e tz 0 61 81. /,,L 9L SL 4 7L el e.1 Lt 01, 6 8 L. 9 1•01 11111111111111111111hPIWIMI11111111611111HIM1h114ft111111h1L114114411111 1 41 „ jJ l‹,t < 1; -...teettesge VECX. WP ti-1,51-164LANe- - 6 Cocsi, .._ 0(); teXAT eetteiS 4 / 11 II is -5 • (-* . • fr , --- r --- T1 — ----------- ,, - . _ n i t : 6.• "0 _____ ______._ _ ..— ------- _ ___.. ____________ __ 15 - bll. .1 . I li b i- I I 1 il L 1 II ?".) 11 _ (49 eette3te:tnteteettettee. - r I 5- 1 • • r BEDROO /2 Et TH 1•41 -4 TV-5 1 1 t , ; • 1' ' e . t _ te r e.... --/ •--.. e. / -- .• ,...- b "gAtf: zi-Af; I TN( .7:21e CM OF TUKWILA APPROVED ‘ IDAG D !SIOT\ A (-LEAP- t espereet eye NOT 87 -,e-miw6-5 iwe 00 i - is/ix': cf.: • ;14 - Donfa. ( v.) ._------- 1 cTE;i1 WI DITE Of: • •2", - ti-XC '4.1.3! t.-16( Ai-1m - 1 - t. trit 01,2. T..`to.'.29'.. "Fiz.Z.:t C:, • zszt cit - o z r . • .-ef 141 c.t .t t-- Q it/ L41 Cc cX 1. • ■ R,f2. splalWi p.NUILD. A 4 JLf A 1 1 1 1 1 --------- .1 i 1 , r i 1 , 1 • . V- - • - - •- - 1 • - • .^ 4- orth cpwasyyrommoto st•Arograoss......... - esnwsAmmourfac■ ,11 . ScAL 1 11 1 , 1 e % I 0 levati •••••••■.,meemmnrms vAmilwa,........6.0 ........., , 'M 11 4( . 1 t`- 1 fl 1/4.. 75Ksr t-i / IrknarligtamendriligAntOw.01011..so.s...11,40,.1 .TmelefttnIMWapqmirlYsan■Wariake. ouch Elevation ....w.anavermozzi.ra. LE. V $ s ir t T4L 5Fir A- II aawp.. • 11 c;r1J Cd6 0 /7-45' 'rei v 1-1, 6- rt14 -• , • / f-11-115M siVrell Og, TAIL • .11,0041.e.O.0461.4.114.7,04WamiLWAJA.104........11-1, ImAdmAIWYWWWWWWOWITNIRIPP.M.M.PORMORRION I I 1 I Fe4 sF.0 *- L. Ore- I 1 1 F.! 1 ilt:tstr (12. 1 1 1 -- -- = — - — - - -4 — . -- -- -- -- — — I tItt _ _ __sat •-••;" .4‘.c• • - "C;%7: - ./.:4' ri 1 I / 11 - I 1' I 1 11 I ; I if. 11 1 ; I I 1 I 1 11 I . 1 1 I 1(1 I ` '1 (ill 0 la THs INCH 4 1 ‘-, NOTE: if the 141cro:d1iiied docU is 13t3 clear than this notice, it is due to the quality of the vriginal document. .0.0•41■70101=••••LWRIIMMINAI latif.(4.0PROW,N ImMtn.eawome. warliremovatiastapteamorawa......... DOSosameHrls1.74103.19aMOIC -••••••-. - -1S1 Kgi ovelz eut4. PAPViz 'I E.y7r. alYtv si c op- 055 e V*. VALL - 1 7( -Tr] 1.4.1 e C•apt0Ela Pr-R-11.5.14 vra ,9 NI- FL-al> reaor rLT Se.c..0141.? FLoor& . rifk r- F DAelleNiT rioksi-1 6F-Ae 7 8 9 10 11 tit OERMAtte 12. oc 6Z. se. LZ 9e se 47e ze I ()? 6' el LL 9 4 71 El ?A L 01, 6 8 L., 9 G f7 E " 0 1 I 1 ;1'1 I I 1 W4„ West Bev 0 bon .1.1....■••■••‘ st Elevation • : 176 1 ' • .011•71NIV/I .1111.....WWINVIT••■••• ,,,•••••••AAA. T T7 HAerck . 1 ■/ — - CL ,riFD P•s?i4AL-T -- STU -. 1',21 r4t5 ----- Fop. S ECWIR Al 13, 0N 1:1 ) CITY Of TUKWILA APPROVED Mr ing2 , , 1- 11 5 - N QC 2 0 1..-hz • r } 10 F' orth Elevation S 1. 1 /E) s j 0 South Elevati�n Para : Ct tITRACTO z TO t nM: Ft kOTI (-4E1 TO 1_,t 4 V FLAN NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the vrigina I document --4 ri g- T rL401 I t &A-set i i Ft-ATE c0 j r .5 T E 15TitscS ! a� n a r•.:+a ..95..rTL9,c r is !,16sstYSU!rI�'..e3L✓. /.aL"rv, r,. , ....... <,.' r .y.•« , s.r [ ?�'✓.e s - 'i j +ll� + l + + + + I ii++l l III IJ �i 1 ( + lI I I �1� ljlli' jl�! jllijlJ Illiil�jlllil�Ijlllililjiilill� ` i " j!�Ij� : { !�'III�F �j�lii,I IIi 11l, >i .l_fl�ll,�.` 0 18 TITS INCH ,s/ 4 8 1 0 11 MADE IN GERMANY 12 • pc, Bz ee cz 9z ,z *1 c ez Lz p 61 e1 1.1 91 91 IL c1 j1 11 01, s e ' , 9 s 4 7 c z " 0 Ii Ili{ II! iI( I! i{! lllli !II {I';lillll! {!(!! {I!II {II!! IIII {11IIIIIIIi� ill llll�llli�i!!��liflllUh!IL!I ; 1il ill �Il lll! lllli ;ll'il'i l 'l iill{1(11j ail! 11111 1111111]1) ll�Ilii i,111{! li1I111 {�II1Iil : 11!(!lH IIIIt!III 11t�1111 !!!!{!!!! !III !kWh; 111 I ! ! 1 ! f1 l ! r - :.- w..S.� - 1 . +.d..�, ... L .." s I I 1 ! 1111 ! 1 1111 I l l i 11.11 r Est Elevation c: i 5 1 . = East El y. ui 1 F1 fzerupek, ./E 5 vation Is 111 -- C,r j -. AS ' }- Jp.L,,,T I NELeS crtY of TUKWILA APPROVED D°EC�. ^ ) ;�; c c uifEsao TZ. 1[— N r. J W w w z r- w cr w y cc cc cc a W N wW 0) Z z w0 '- zcn W F w ow r w 1""1 r 1 4 • _ _9 - - 1.6-0 s I ' -Q • 1 L sLAD ON CO/APAGT F112- -- -4 -1 -4- - I I • ..VISSoft`f „ , 4 4; • Cr:4 1/...1 &Ali'. 4i . 0.7! " 1 1 1 1 1 1 1 1111111 1 I I 1 I11111 1.11,11- 4 i 1 IT IP 111111111r141111111iiii !Kw 1111, 111111111111,1111I1111111111111111 0 ,6 inicH 2 , 4 5 6 7 8 9 10 11 " °ER4°Ie 12 NOTE: if the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 OC 6Z 8e. 9Z .S3 .1 7Z CZ ZZ LZ 0? 61. 8 LL 91. SL t' L L 1.1. cll 6 8 L . 9 1-3 4 7 vv Q 11111111HIIIIIIIIIIIIIIIIh0111111611111; jtbiliffilhiliiiiiiihilihr1111111t1.11114ildillirj110111,1d1111.1.413101:1111111.411111111jiiiiihrnhillid■IliPilh1111111111HIIIIIIIIIIIII11111111111111 • II , CANC. • Ct SSt I C::. 01)1.4C 106: 1- ePe \NP-y 9 o k - • 10 L. 2 --- -1-4 1-- h i o il .„ 1 1 . 1 OTY OF TUKWILA APPROVED t,c 199• . R"' DIVI °CI L.44. 0 L) su X 0 890,a X v,t 4 ?' — 0 9 (3 1 It) ! 5 tr-k , • `..'' - ':;.`;';', ": ;". ..V.' ' '-' 21" ; ' ' ' -'''' : : :". '''' Ii :".i `.": e• '14.1 . - : -- .g' , ',": Y:' ;!. s-' e4 . ,,,t, .....-, r ., . � t I ..-'' I ,- t \ / ' ,:,.• ..; .., fP WOrlehl 1 -.... %.-. / ,/ • Ei a • Nt frfifip till 14 rrii rp 0 16 7145 INCH 1 2 I I . y4 .1;K:/j3 4 5,1111111i 7 I 4 5c4b-L.. I/ .1„„1 ) ROTE: if - the' MicrOfiG m ed docuent is less clear than this notice, it is due to the quality of the original document, (.'‘) e? rf" C \r\i1 • 4* litiL11111111111 I rt- 1111 9 10 11 r,/,..w.Z IN CANWIll Oe 6Z 8G 12 93 SZ V?. sz ez tz OZ 61 81. LI 91. C L U Ot, 6 8 L 9 4 7 E.? IIIIIIIMII111611111,111 ; 11111111111111111111114III IJIIIIIRJ4 1111 . 1 . 66111-4 /d1111J, I JIIP , I l l i .1 11 . 1 HUIlllibIllillithili,ffid 11 111 1 41111111111J1111,1161111bIliii!li.11111111111NLIWIliffilliitilii11111111HI I IIIIIIIIII I IIIIIIII141111111111111H I MMIldill1111111 I II cov.1 - tf „A\ THISC Will LE, f H /L -. I t z OrriCse,.. alletter..,‘11.411.1../tO 17 - 0 id -0 LoiiNeye, •1' . • . 4 r -0 u 1 ing Floor Ian E•14-2-„, r AL i a I •41 t 4 - r itw r c:1/eF14: L-0-* 4 CITY OF TUKWILA. APPROVED nr.c, S N 4 7 m DING DIVISION OCT 20 iv;;z cr 2 oz C w.1 < C4 0 0 0 U Cs4 V) •— <( LI co CJ Cr) Z Z .J4 0 >1— < 7 Z cj CM t.0 f•J 1 0< ^ seos N CM CM w 0 r kh" • ■. • rtO South Elevation . - • North Elevation N SCdPL. IJ j Oli A.■•••■•+••■•••*■• - • • IIIIIIIIIIIIIIIIIIP.11111111111111111111111111111W11111111111i 0 16 THS INCH • ittilaSOSIONIEMSNEOPER&NOR • • ." • - • , - - — (-early PL—.1 E„ y' T. sT E.ri h16 (.i-lip) - notice, it is due to the quality of the priginal document. Hi P-5.5z,rmul ve:rPitz 51-Itert 14."2-• ilding Section 0C 6?„ L. 9Z G 4 7Z " 6Z E 1Z 0 2 6 t 8 L.L 9t G1 1 7i Cl El 6 8 L , 9 G E t i^ 11111111111111111Hilialiffill1111111111a4011.Lig.11).11111H111.111/y,101IJRAglit9ItiljlitiliPliliUddli littbilillri,ilk4t1.11.1W111111111161111111111h1111111111111111ilditil61:JPIWIlliiiI11411111M11111M11111111111111111111111116111111111111 Sq1-41e •••••••••••*0 MM 1 COL� Z sysTem re) /PM \ volt-teoact, w000vic, ..11•010101■Itlau .1" , East Elevation ) , 1 West El vation -- . .srUcc.,0 . 4. ::,...?„,?:,.., : ..J. .-_4....,-..::. , ".. , - „ ,,, - ;‘ ,-, ...4/... ,, , , , ,, ,,k4e..4i.,..2],...ix€.4.,4,-;.4g..'k.f.-:.alia-i'i v;..4.9,:4.:, - iirrriiilitilli iliri ! ! iiiiiiiiiliwillidiliiiiii iirriliwilimilltimill 1 1 I. , 1 1 • 1 , IIIIIIIIIIIIII 1 1 1 ! 1 1 1 111 i ..,...,-.Q,k. 1 , , 1 2 'P 3 4 5 6 7 8 9 10 11 W IN GFR.Ag 12 , NOTE: if the microfilmed document is leas clear than this • PROVED -- DEC/ I 1 / s • CITY OF TUKWILA • 91.1h) 6IG DIVISION OCT 2 (I J 3 z w < MI < c X o 0 1100 P"' 11101 8 w w a. 0 ( _, z..,:,, -------- , i , -..------0)-- , ----kr - , • . 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S S 4 7 C Z t wry Q 1i �l)flI 11111 111 IIIi111111�1�111i1iililiililllllllilillllllllli .> c • 1 APPROVED TIE 07 2 c.. ,, OCT 241 199 4 V a a 4 • PROJECT MAIM <.•••,e •wee •.r•u *4 •.•ar ,,.w an .,,e ..� < . ...,..>:.. . • �, .. _a EMERGENCY fi.MESS INSTALL MITERING REINFORCED PAVING SECTION PER DETAIL .<... ...••..... mx n-.. ..• ...••.•.xxoor<.rom ...w..e... 1_'2 .4 r Sti5 , ,, ‘,:kt, . ....x7.:' :'‘•tt: , y 1 \ I • • " .......I . 1 Ff . - . , • • 4848 .. 4848 4848. t � 4848.. • 4848.. _ 1.. PI`iT.I[4.ra . h < ; • • _4848 } oil. •r , , .� ,,, _( �y • ►l. 4848 . . y, ` },4848.... .e :r.,!,,;;., �� �t t .."4...,V 'F 7q j w�,: n t , ` f�7 a ♦ Y ' I v 48,48 w �,..,'., ;• �.... w ? :. ». s, ., �. �v 5.; . w. .'a :, • • .. Y • V , •� 4848.... +.Tr• •) � . v• t f.:(.74/1..... r ;l• L EGEND E r 4. • � �" ^ tc1 : 4848 .,, . 4848. . t - 4848 4848...___ __4848__• 4848 _ - -48 48... 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F1R5 Ii1:>MI rAno a 4848... ., .:. ._.._- • 7,54 ;, A L L P 11 D ARE: CANTILEVER I .... ••- ! )' . �� Y •:� 48 •:•••.• 1, y' • 1 4,4•48.,.71•••••• ••• 1•t• ,•• ALL RETAINING WALLS 4; R : A. : ., .•_� -."."*•• ' GE - 48 •48 _� r4 • '�.. -48. ••.p....� TO HAVE RAILINGS 42` <r MINIMUM ABOVE ADJACENT ACCESSIBLE SURFACES PER ARCHITECTURAL PLANS 1&4EREVER WALL HEIGHT IS GREATER THAN 24 INCHES SEE NOTES GRADING & ROAD PLAN I CRYSTAL RIDGE CONDOMINIUMS 6 .� r rd AVE S & SUNWOGD BLVD, TUKWILA, WA NORTHERN EXTENT OF ROAD RECONSTRUCTION SAW CUT EXISTING PAVEMENT. ••1-4. - 1484 _ ... _••L_. � ' w .- .. ^w +4848. - .....:.,...r.._._.. �n. 4848 • • ROCKER) re. REMAIN CI !EN¥ • �.:. 4848.-. .._......" .,r • 4848 , . ' :�' i 1 • w ., n ,N ! ' •r+i •• • .•roe w .•'P.: •. !. f P't',+. 1 .44 48 r. +' +. •-, 64+ SS:c.Gisrtr a: • ...............: 48 48:::. ......:.....:.................. 48 48 ,48.48.• • •4848.... _ ...� .•: ► . �- - '�' € E ::T_:!'f�...y, 4848. ; .......... 4DE1 NA •I)I ......B. ' ••. •••• I' #3I "^.-- 4848:.., .. • -CARPORT''., • • ,.. '•S'E,S,•4vC.*E 48'48. •,,•••'4848 p • (til ( 1 . 4 t �•` - • • \ `\ • ' \ ‘,/, / .. ' • • �• M er .�eswl .e. • ' ,.. s. � X ' r• 6; - EXISTING ROCJKERY TO REMAIN GAR AGE r� ' - 1RKI�'Ite - ARI(ING LOT 1 \ • GARAGE 5 • I • •"'h.. ••... ..1F F r... .,,..1.4? .. )'•S . :� 4848. 4848... t* ;M1 r_I .. 1';3.7 \ RLM.."Pir RO�;FCER Y I•o s='kot'Ett > I tJE O ,6 THS INCH • 2 • 79 • ir#=- T;:E.:dk: t 4848 r_.A_ if •t 4848 III + ,:�) • t.0 :KER1 REMA!t! I ^J,`-,•1ALL koCI <Er ,' AT PROPERTY LINE SCHNEIDER HOMES, INC. 6619 SOU THCEN TER BOULEVARD, SUITE TUKL A, WA 98188 248 -24 71 ! "•hSfioa0.�+��sa?,FS$tstk�wf' � ',$41k�.s�'t?� r�iii�rfL��1�`'� J III' litI �IIIII�����I�II��I (�i lil`II'I'II II1�1 .1Ii "P 4 ' NOTE: 0€ 6E 8G LE 9E GE 4 7Z �I{III11IIf IIIIIIIIIiIl IIIIiiI�IIIIIl IIIilIlIIII!IIIII!IIIII�!l11lkl - PROPOSED 115 LF ROCKERY . . . MATCH EXISTING SEE ROCKERY DETAIL CARPORT • • • GARAGE ` 'l� AL- - T .REMOVE •EXIS1INts CU RB •AND e;�I1 IE •A ` BUILDING Y ........ SE:E DETAILS.•.- . ° f Al2F'AltT 48,48 •.• -•. to • •. �z.__ .f `._" Y FF�I I F i E A, - B :Air ......,r; - •• • .•�= ;� 4848 • iei; 48 48.._ 4848. •- • �_ /4.., N. ♦ :..••...r[.'. "4848 _ �, '"' _. ..L� pr.' J` .,•: _ .: � ;:�fi•''" .� sue. ...__� tee A�? 48_48 4848.. • i . • 48 48.. ' :: . - <• -- ,1..... - (( ._ ., ....:?„ _ _.,. � . _1, ?'} ; 48 ..... ... .w.4p�� �,,�+ �.... - ..... >' ' /,J(� 4� ` ...., r . �....... -�• -_r_.! . " ?. • � _._ .,._... \ -n •` •'c • REMOVE' ROCKEkY PFUWER 0 30' SCALE: 1" 30' • • •••• •••• se. Orn-r• vex xv... eq. •••••• •Ael ... RAGE ..... . r ". - • -4 * • • • • RAGE • I FS APR REVISION ADD BOLLARD$, CCRRECT NOM-7 MULTIPLE STORM DRAINAGr Al IGNmENT REVISIONS • : 4.4 ...... 7. it " ..i . : I . . "34 • I 1 1;111 If 9111 l ip !twill! wit 4,1 If the microfilmed document is less clear than this notice, it 1% due to the quality of the original document. EASTERN EXTENT OF ROAD RECONSTRUCTION SAW CUT F.XISTING PAVEMENT. ! CURB AND GUTTER MAINTAIN EX. FRAME & GRATE AGAINST EX. CURB 12 FOOT MAINTENANCE ACCESS ROAD WITH RITTERING REINFORCING, 4. CURB CUT AND BOLLARDS NOT REQUIRED PER AGREEMENT BE1INEEN HOMES, CARL BLOSS) AND DitaL____ERS.E.P.ART TOT, NQTE.$ CITY OF TUKWILA , PLANNING DEPARTMENT (JACK PACE) AND PUBLIC 2. WORKS DEPARTMENT (JOHN PEIROG) ON 3. NOVEMBER 17, 1992. ROO< LINED SWALE PER DETAIL ON TF:SC PLAN NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE W;TH THE CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (MOOT) STAN- DARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUC- TION WITH ACCOMPANYING STANDARD PLANS AND THE CITY OF TUKWILA STANDARD PLANS WHERE APPLICABLE. ALL MATERIALS INSTALLED SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALITY; 2. THE BENCHMARK FOR THE PROJECT SHALL BE THE NE FLANGE BOLT OF THE FIRE HYDRANT, BEING 170.75, DATUM OF THE CITY OF TUKVVIU1 SEWER DISTRICT AS SHOWN ON THESE PLANS BEING 15 FEET NORTHEAST OF THE NORTHEAST PROPE.RTY CORNER OF THE PROJECT SITE AND AS SHOWN ON THE ALTA SURVEY, SUNWOOD PHASE BY TRIAD ASSOCIATES, NOVEMBER 22, 1988 (#88-313); 3. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGIN- NING CONSTRUCTION. THE FOLLOWING DRAWINGS AND SPECIFICATIONS SHALL BE MAINTAINED AT THE JOB SITE: - CITY OF TUKWILA PUBUC WORKS SEWER CONSTRUCTION AND DE- VELOPMENT STANDARDS CITY OF TUKWILA PUBLIC WORKS WATER CONSTRUCTION AND DE- VELOPMENT STANDARDS AND MUNICIPAL CONSTRUCTION WITH ACCOMPANYING STANDARD C WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE - THESE PLANS; 4. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY A PRECONSTRUC- TION MEETING MUST BE COMPLETED WITH THE CITY OF TUKWILA; 5. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUC- TION AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUC- TION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED IN ACCORDANCE WITH THE TEMPORARY EROSION AND SEDIMEN- TATION CONTROL PLAN AND CONSTRUCTION SEQUENCE; 6. THE TRAFFIC CONTROL PLAN ASSOCIATED WITH ROAD RECONSTRUCTION SHALL BE ADDRESSED ON A SEPARATE SUBMITTAL FOR APPROVAL TO CITY OF TUKWILA; 7. LOCATION OF EXISTING FACILITIES ARE APPROXIMATE ONLY, THE CON- TRACTOR IS RESPONSIBLE FOR REVIEWING ALL AVAILABLE CITY AND/OR COUNTY UTILITY AS-BUILTS FOR VERIFICATION PRIOR TO STARTING CON- STRUCTION. NOT ALL FIELD CONNECTIONS ARE SHOWN AND THE CON- TRACTOR SHALL FIELD LOCATE AND EXPOSE ALL CONNECTIONS PRIOR TO CONSTRUCTION. CONTACT All UTIUTiES IN THE SERVICE AREA AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION BY USING THE ONE-CALL LOCATOR SERVICE AT 1-800-424-5555. CONTACT THE CITY OF TUKWILA PUBUC WORKS DEPARTMENT TWO (2) FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION AT 433-0179. 8. THE CONTRACTOR SHALL IMPLEMENT ALL TRENCH SAFETY MEASURES RE- QUIRED BY FEDERAL, STATE AND LOCAL LAWS, AND REGULATIONS, AND AS NECESSARY TO PROVIDE FOR THE SAFETY OF THE WORKERS AND THE GENERAL PUBUC. 1. PIPE SPECIFICATIONS ARE BASED ON DESIGN CONDMONS FOR COM- PLETED PROJECT. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL SUBSURFACE INSTALLATIONS; 2. PIPE SPECIFIED AS CONCRETE (CP) SHALL BE NON-REINFORCED, ASTM C- 41; PIPE SPECIFIED AS CORRUGATED METAL (CMP) VVHICH IS LESS THAN 0' IN DIAMETER, SHALL BE GALVANIZED STEEL, 2-2/3 X 1/2-INCH CORRUGA- TIONS, 18 GAGE, AASHTO M-36, WITH TREATMENT #1 ASPHALT COATING OR BETTER, OR CORRUGATED ALUMINUM PIPE 2-2/3 X 1/2-INCH CORRUGA- TIONS 15 GAGE, AASEITO M196 AND M197, OR AASI M21* ALUMINIZED STEEL PIPE SPECIFIED AS CMP WHICH IS LAKER THAN 48" IN' DIAMETER SHALL BE GALVANIZED STEEL, 2-2/3 X 1/2 INCH coRRuGATIoNs, 12 GAGE, MSHIO M-36, WITH TREATMENT #1 ASPHALT COATING OR BEITER. WHERE SPECIFIED AS DUCTILE IRON PIPE (DI), PIPE SHALL CONFORM TO AWWA 0151, COATED INSIDE AND OUT. PIPE SPECIFIED AS SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE (CPEP) SHALL CONFORM TO THE RE- QUIREMENTS OF AASHTO DESIGNATION m-204 AND SHALL BE ADS N-12 PIPE HANCOR Hy-0 PIPE OR EQUAL; 3. STORM DRAIN AND AREA DRAIN PIPES SHALL BE OF THE TYPE SPECIFIED ON THE PLANS IN ACCORDANCE WITH THE FOLLOWING: 'TYPE - AT THE CONTRACTORS OPTION SHALL BE CMF, TYPE 2 OR TYPE 3 BELOW; TYPE 2 - SMOOTH INTERIOR CPEP, PVC, CP, OR TYPE 3 BELOW; ALL PIPE RUNS BETWEEN ANY TWO CATCH BASINS SHALL BE THE SAME MATERIAL CONTINUOUS; PVC PIPE SHALL ONLY BE USED WHERE 3 FEET MINIMUM COVER CAN BE MAINTAINED UNDER PROPOSED FINISHED GRADES, EXCEPT IN LAND- SCAPED AREAS WHERE 2 FEET MINIMUM COVER IS REQUIRED. METAL PARTS ARE TO HAVE CORROSION RESISTANT FINISH. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 41; FRAME AND LADDER ARE TO BE OFFSET TO PROVIDE CLEAR CLIMB-DOWN SPACE AND TO PROVIDE CLEAR VIEW OF RESTRICTOR DEVICE; FRAME TO HAVE ROUND SOLID COVER MARKED `STORM' AND ATTACHED WITH THREE (3) 5/8-INCH STAINLESS STEEL SOCKET HEAD CAP SCREWS; 4. OIL-WATER SEPARATOR DETAILS ARE SHOWN ON DETAIL SHEET. 1. CEMENT CONCRETE CURB AND GUTTER, SHALL BE INSTALLED AS SHOWN IN ACCORDANCE WITH WSDOT STD. PLAN F-1 AS SHOWN ON ROAD AND STORM DETAIL SHEET; 2. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 05% DENSITY; 3. ALL PAVEMENT MARKINGS AND SIGNS SHALL BE CONSTRUCTED IN ACCOR- DANCE WITH WSDOT STANDARDS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES BY MOT; 4. PLASTIC BUTTONS SHALL BE DUAL 44NCH DIAMETErt TYPE 011 TYPE 2d IN ACCORDANCE WITH CITY OF TUKWILA LANE MARKER DETP,IL ALONG GNMENT SHOWN ON PLANS; REMOVABLE BOLLARDS SHALL BE PER WSDOT STANDARD PLAN H ALL DRIVEWAY APRONS TO BE INSTALLED IN ACCORDANCE WITH CITY OF LA STANDARD PLAN R6. STORM NOTES 1. ALL PIPE SHALL BE INSTALLED IN ACCORDANCE WITH 1980 WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS (WSDOT) 7-02.3 AND SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IDENTIFIED AS "GRAVEL BACKFILL FOR PIPE BEDDING" IN ACCORDANCE WITH WASH- INGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATION 9- 03.12(3). BACKFILLING SHALL INCLUDE NECESSARY LEVEUNG OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO MI- FORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE SHALL BE SUP- PORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. 1F THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING', THE FIRST LIFT OF PIPE BED- DING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED, AND COMPACTED TO FORM A UNI- FORMLY DENSE UNYIELDING BASE. TRENCHES INSIDE OF THE RIGHT-OF- WAY AND UNDER THE INTERIOR ROAD DRIVEWAY SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. OTHER TRENCHES SHALL BE COMPAGTEO TO 95% OF MAXIMUM DENSITY; 2. ALL CATCH BASINS SHALL BE TYPE I OR TYPE II PER CITY OF TUKWILA STANDARDS. SOLID LIDS SHALL BE MARKED 'STORM". PRIOR TO FINAL PAVING AND CURBING, OR FINAL GRADING, ALL CATCH BASIN FRAMES AND GRATES SHALL BE ADJUSTED TO FINISH GRADE. ALL NON-INLET DRAINAGE STRUCTURES NOT ON PUBLIC RIGHT-OF-WAYS SHALL HAVE ROUND SOLID LOCKING LIDS UNLESS OTHERWISE APPROVED BY THE CITY OP TUKWILA. 3. ALL BUILDING ROOF DRAINS, BU1LDING/RETAINING WALL FOOTING DRAINS, AND ALL COVERED PARKING ROOF DRAINS AND/OR FOOTING DRAINS SHALL BE CONNECTED TO DRAIN AT 2% MINIMUM DIRECTLY TO THE NEARBY CATCH BASIN/AREA DRAIN, AND BE 4" DIAMETER MINIMUM. NO ROOF OR FOOTING DRAIN SHALL BE CONNECTED DIRECTLY TO ANY STORM DRAINIVITHOUT A CATCH BASIN. NO ROOF DRAIN SHALL BE CONNECTED TO ANY FOUNDATION OR RETAINING WALL DRAIN; 4. NO FENCES, BUILDINGS, OR STRUCTURES OF ANY KIND SHALL BE CON- STRUCTED, WHICH HINDER ACCESS TO THE DETENTION FACILITY ; 5. DURING BACKFILL OF ALL NON•METALLIC LINES, A GREEN TRACER TAPE (FOIL BACK) LABELED "CAUTION BURIED STORM" SHALL BE PLACED IN THE TRENCH TWO (2) MT BELOW FINISH GRADE; 6. ALL GRATES SHALL BE DEPRESSED 0.05 FEET BELOW PAVEMENT OR CURB LEVEL; 7. LID TYPES FOR ALL CATCH BASINS AS SHOWN ON STORM DRAINAGE IN- VERT TABLE ARE MANUFACTURERS MODEL NUMBERS PER OLYMPIC FOUNDRY. 8. PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY, ALL STORM DRAIN PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED. UBMITTAL SET RI IN D CITY OF TUKWILA APPROVED tire RECEIVED CITY OF TUKWILA DEC 2 1992 PERMIT CENTER NOT APPROVED: F.OR CONSTRUCTION UNTIL APPROYED BY CITY OF TUKWILA NOV F12: 92142 CRYSTAL...DING D.R. STRONG SCALE Consulting Engineers Inc. 10604 NE 3 'Rh PLACE, '31111E 101 K1PKLAND, WA 9803:1 (206) 827- ENGINEERS • PLANNERS SURVEYORS FAX NO: (206) -2423 18 JAN 91 DRAWING NO. 92-142.6 1 .. 1 ■ 1 ° t pram .� i ii} �;�i OF .'< ��� i�}`S•'4;44 -, ty �..Si,s ►.y,',;' 4 . _ ■ f,.:.%.) .. .. ;( Y.,,.s y i ' C ' 8° F 4 I ', GRADED OR DISTURBED -.Y.O <S - , 4 SIDE SLOPE R� FILTER— ' FABRIC 8 "3 y y < t FYt. FABRIC h3/RAF7 900X BI EQUAL t 2 X 4 — 4' ac a o ._al.a TYPICAL X--- SECT/ON 2' X 2" X 14 QA WELDED WIRE FABRIC OR EQUAL MATERIAL, STAPLES OR WIRE pIM OR RINCS (TYPICAL) FRONT VIEW SILT FENCE DETAIL NOT TO SCALE 12`' MIN ROCKED LINED DI TCH SECT /ON 1' MIN TESC SWALE SECTION (Nor TO SCALE) NOT TO SCALE STAKE BALES TO MAINTAIN POSITION AS REQUIRED 1' IN FREEBOARD NOT TO SCALE 4 ° Y ?' SP'A:s T ' 6" 1 BURY B0170M Of FILTER FABRIC MATERIAL /N 8' X 8° ' - 4" TO 6" QUARRY SPALLS NOT TO SCALE STRAW BALES AS REQUIRED STRAW BALE SEDIMENT TRAP IN SWALE DETAIL Cl . 1►`` 4 : 44441941 : 41 • ._itit:V ' !� ���I� ��� yil 4 0 44 1:2164,410400.,_ 400,0.• �9 • • s TA SILIZED CONS TRUC T°ION ,ENTRANCE DETALL r 2" X 4" DOUG FIR 4' OR EQUAL 6 0 PROJECT Th7sc PLAN AND DETAILS CRYSTAL RIDGE APARTMENTS 62nd AVE S .roc .5'LlNWOOl? BLVD, TUKW /L.A, WA ....-_.. ..- .sa..lpiC /A�` n..,.,+;;;• �• .e��:...r {,.. /.. .... :J?•'r'lti'JA«8... . a.7 ..•,J'. : r/ / / 1 ) • 1 'ri : 1 / • • 1 .... I ..... / TEMPORARY DRAINAGE / SWALE DURING RETAINING WALL CONSTRUCTION IMBED OVERLAPPING STRAW BALES 6" iNTO EXISTING GROUND (TYP) SEE DETAIL L - • M am FIRST r = 177:0 BSMT F.....168;6 • A.A.••..._•• Oa* •• HAW. -• a••• L . •'..',.I L. � . SILT FENCE SEE DETAIL • • \ Cg' 6: • - 4— TYP) POOL J 6Ar ._. Gm . . .............. 1 i' I l " il l ..... ...... .... . ..... II., ..... ....,.. ..... ...... 1 L� „••••••-.. •••,, ... A �. . l A.. • •.. I F FIRST � ` 138.8 .... BSMT FF = • 130:0•., • • ▪ 4 vat eni HORSESHOE •.. AND PLAY AR • ...... FIRST' FV ' 162:7 BSMT FF •- 153.9 - _• •. ••∎∎∎• i{A .• .•.l�ya'. _aalralahlu_.al1 M. _— •••_ awe .a•• ••••• magma; 0s _ ,yss.w ••••• •••• J • T (Typ) r p 3 re y , r;* STRAW .BALE :_ FDIMENT TRAP,. .• j SEE' DETAIL FOR " REQUIRED VOLUME • EASEMENT • • • ala■•••■ onA-0•A: , I. .. ....... ........ ... - vim • w 1_ a_ w •••••-••“_ • • ( ) • -F... t m111•Y fl ..a— a»m 1 ` /CB #11 . V #12 I G CB #10 r :4r. • `J 10' CONSTRUCTION.. ail ____._ ❑ ___ ll._�__. n.. ,*- OVERLAPPING STRAW BALE DETA/L NOT TO SCALE -es ROCKERY TO REMAIN �= STRAW BALE (TYP) - S:I.T FENCE TEMPORARY EROSION AND SEDIMENTATION CONTROL SWALE (TYP) SEE DETAILS CLIENT 62n d A VE L TD PR TNSP 911 5th AVE KIRftLAIVD, WA 98033 822-6440 ! Ck #13B 8.. #1;.3A "; ....................... - =.•1.42:5 BSMT FF = 133.7 REMOVE ROCKERY TO PROPERTY LINE 1' MIN SEDIMENT CLFANOU LEVEL r ii..... . ; : 41 10 I. 1 4 tl ...- ....a..._. .-�:y.._-. '-- 1 r J t. FILTER FENCE OR SIR BALE BARRIER AROU OUR ET #1 QE • I4o' .1111. _a ara. ... d1► a.a.as a...• L _ ram wm ... ...1 CB -# CB # • • •.__.• .- ..am..• ; •• e"LEV •° 120.5 WASHED DRA:N ROCK CB #24 -.. AW D ROCKERY TO REMAIN ELEV..'118.4 - .1 .• . • ' - r CR #4A \\ R •5' TEMPORARY SEDIMENT OUTLET • FIRST FF = 164.7 BSMT FF = ..155•.9 HOT TO SCALE • / /-- 8 DIA (MIN), PERFORATED ADS T.IBING TO BOTTOM OF SEDIMENT TRAP Vi 1:aVI'il _ . LL 11 F- F .....a r (� FIRST FF = . . 1.77.0• .. 127,0 ri . ` 1.. ..... BSMT`rF = 168.2 15 6.......... .. .�f y „ 6 • 1 � ' M ' • ,TEMPORARY 12" i. ADS CULVERT _______:: ---- •.saw af.a -ww iii/ a_ a_ Van ............ FIRST. .FF.• =••141'.0 • BSMT FF = .•1 .32.2" .•••... • • ,. MOMS am_.. . • m. REMOVE ROCKERY TO SOUTH PROPERTY LINE REVISION w a_ w vow ab.w.aavr ....:� 30' 60' E: 1" = JO' GB #2 • , #22 ." " CB #2A .1. / • 1 11111 11111111111111111r11111111111111111111110111 111111414. 4 1$114$ INCH E se 84 L2 9Z GZ 4 7Z 11111111111111111111111111141114111111111111161114 11111111114111 PAADE IN GLM4141Y 124 Notg: - the .-- a - 71. - Cr - oif.171 - ed - tiocuskent is - less clear than this notice, it is due to the quality of the original document. 110110 J111111111111111111111,11111,11111111111101111L11 11111111111111111111611111111111111111111111111111111111111111 CONSTRUCTION SEQUEL_ICE. 1. CONSTRUCT ALL THE SILT FENCES, OVERLAPPING STRAW BALES AND CONSTRUCTION ENTRANCES AS INDICATED. PLACE OVERLAPPING STRAW BALES UPHILL, OF SILT FENCES 16 WHERE INDICATED AND BURY 6" DEEP. le. 3. INSTALL CB #1 AND #2A WITH APPROXIMATELY 10' TEMPORARY ADS STUB WITH TEMPORARY °MUT RISER ON WEST SIDE OF CB #2A TO RECEIVE FLOW FROM RETAINING 17. WALL EXCAVATION. l& 4. INSTALL STRAW BALE SEDIMENT TRAP AROUND TEMPORARY SEDIMENT OUTLET RISER TO CB #2A. 19 5. OVEREXCAVATE FOR, AND INSTALL SOUTHEAST RETAINING WALL, AND THE SOUTHWEST RETAINING WALL. DIRECTINCx AND/OR PUMPING DRAINAGE INTO TESC SWALE. 20. 6. INSTAU. CONTRIBUTING TESC SWALES AROUND BUILDING 2. PIPES, MAINTAINING USE OF CB #2A INLET STUB. PUMP AU.. WATER FROM EXCAVATIONS TO CB #2A STRAW BALE SEDIMENT TRAP. 8. INSTALL STRAW BALE SEDIMENT TRAPS AROUND CB #9 AND 04A, AND CONSTRUCT CONTRIBUTING TESC SWALES. 9. INSTALL CB #5A, #6, AND CONNECTING PIPES. 10. INSTALL STRAW BALE SEDIMENT TRAP FOR CB #5A, #6, AND CONTRIBUTING TESC SWALES AROUND BUILDINGS 't" AND 11. CLEAR AND GRUB FOR BUILDINGS 11 8", IC", AND "D", ADJACENT PARKING AND UTILITIES, 12. INSTALL CB #8A, #8, #7, AND CONNECTING PIPES. 13. INSTAU. STRAW BALES SEDIMENT TRAP FOR CB #8, #7 AND CONTRIBUTING TESC L'WALES AROUND BUILDING "A'. TEMPORARY SEDIMENT OUTLET STRUCTURE. 0 A nd? : yelp ZIP) (17A) GRAVEL STRAW BALES / WASHED GRAVEL CATCH BASIN -- CATCH EMSIN CHECKED A PM OM 60. WOW SKS %MU WM BMW NM En5a 14. 1. 2. 3. 4. BEGIN CONSTRUCTION ON BUILDINGS 'V, l'0", AND V AND ASSOCIATED RETAINING WALL, PARKING AND MUMS. WHEN BACKFILLING 1$ ADEQUATE, CONSTRUCT STRAW BALE scoimgwr ittAP MOUND CB 028 AND ABANDON TEMPORARY SEDIMENT' OUTLET RISER TO CB #2A. INSTALL CB #13A, #138, #13, AND CONNECTING PIPES. INSTALL STRAW BALE SEDIMENT TRAP FOR CB #13, CONTRIBUTING 1E$C WALES ALONG SOUTH AND EAST OF BUILDING V. INSTAU. CD #16, #17 AND CONNECTING PIPES. INSTALL STRAW SALE SEDIMENT TRAP FOR CB #17, AND CONTRIBUTING TESC SWALE ALONG WEST OF BUILDING V. CLEAR, GRUB AND BEGIN CONSTRUCTION ON BUILDING 'A' AND "G", AND ASSOCIATED RETAINING WALLS, PARKING, AND UTIUTIES. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES A.FTER AU- EXPOSED GROUND SURFACES HAVE BEEN STABIUZED AND ALL POTENTIAL FOR ON-SITE EROSION HAS INSTALL CB #22, #23, AND CONNECTING PIPES TO EXISTING STORM DRAINAGE SYSTEM. INSTAU. STRAW BALE SEDIMENT TRAP AROUND CB fin AND #22, AND ADJACENT UTIUTIES, AND CONTRIBUTING T.,pc SWALES MOUND BUILDING "E", °Fr, AND "F2". w" CLZAR, GFIUB AND BEGIN CONSTRUCTION ON BUILDINGS is-, "Fr, AND 'Fr, AND ASSOCIATED RETAINING WALLS, PARKING, AND UPUTIES. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AFTER ALL EXPOSED GROUND SURFACES HAVE BEEN STABIUZED AND ALL POTENTIAL FOR ON-SITE EROSION HAS H- 0.5' MIN BASIN ANCHORS STRAW BALES SCALE CROSS SECTION T mum so simamiel PLAN VIEW STRAW BALE SEDWENT TRAP NOT TO SCALE LEGEND 2 / 22111 ADD PERFWATIONS TO TEMP. SEDINMT OUTLET 0.E1'.^.t. SILT FENCE TESC SWALE OVERLAPPING STRAW BALES RETAINING WALL CATCH BASIN STRAW BALE SEDIMENT TRAP STRAW BALE SEDIMENT TRAP IN SWALE PROPOSED STORM DRAINAGE LINE GRAVEL CONSTRUCTION ENTRANLC3:1:71: R ED Tr._ ciTy lux CATCH BASIN, TYPE II CATCH BASIN, TYPE I AREA DRAIN AS NOTED 10602 NE 38th PLACE, SUITE. 101 KIRKLAND, WA 98033 'ENGINEERS • PLANNERS • SURVEYORS E12: 89268 AUGREV.DWG - 1 D. R. STRONG Consulting Engineers Mo. TRIBUTA.RY TO INLET OR GREATER AS OTHERWISE SPECIFIED DRAWING NO. 89268.92 SHEET MAR 1 5 IN PERMITCENTER (206) 827-3063 FAX NO: (208) 827-2423 OF 7 1 A -- 4 - 1 !c -012- # „ _o 2 Car Garage I -• o 4 0 - -- ' -E : 1' ,a 1 II Footing Detail - Alternate I I i0•O/1-. I1 Footing Detail Footing Detail 0 # 1 3 Car Garage ) /!,/ ( 7 Cesar Garage tLATe tt- 1 /z- SN�P1I.4106 < Fu,, r 1JC s NPILVl/ IOd C.!c> o c. L:6e � ,. • C�.. :-I .L!) r L "J • r-4 4 ..- r `r'TIN6 , Retaining Wail Detail - -4. t' 11 I I, - Iv .71 • -� 4 on co +31 o • 0/7. c.. •- '`T. 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' ." .. /./ • ,) fr . � ' FIRST 177..!4.1 ::,... - 1> . ...../......../ . :" ,�' •••..,�:.....;, i. - - 4 .1... , 4 (E e . ... .. 1!Y .• Y .•s �, w,�,1 �i•, tl.• aw A a, . ••.. .•. •nr ar ..x. s +�∎•61. �. .sao,. • m et' 9 Y 154•. 152 • 1�0 7 44 • 7, 74 7%74 � Z.' • • 1 j j ., -. 1 1 EAE•. . SiDEWALK .... ...sc•su� 4.;e . - �! %= =56;� : Yf ;xi?> r { " Y.s 7 4.414 :Y.. •:.• RGEhl£ C S eeNL 4 �'. . ! i s. • I : " � """--- .T-- ...- i,+�,+aamsr_e___rc,.. .,..i, _T.. •°��•• v�•� w...� • ••• •.- .u...n 7 AD #3 QE • . • d pi 7r 7 $•, {....,....... FIRST 'FF• '•182 :7 BSMT FE NORTHERN EXTENT Of ROAD RECONSTRUCTION SAW CUT COSTING PAYMENT. .'PARKIN....... • • • . __CURB •'t 6L. •' . E; 1 GARA( .w •.• w _ _ :KEEL: EL: s.as •r.• 7 38 \ ^ I b 1 ' AD •#2t3 *' v / • t •Ir di #. 1: . rt ®5.s•� •� .. *RAGE •1• _. . . sad • CB #2 7J01•46% - "• - •. x 138 5 c> . x - - • E ......... E .. ....,. E.; 7�i�• n ,�.J3�li.g .....lJ90 t js -- . 'a 6 �. .,. - .Y.: ; a-, - .122 EXISTING CONTOUR FINISHED GRADE CONTOUR PROPOSED RETAINING WALL EXTRUDED CURB CONCRETE CURB & GU "TER DRAINAGE SWALE STORM DRAINAGE LINE HEIGHT OF RETAINING WALL GERA 1 36 ' • ' . ' .. ... ALL PA • iitSS••ARE CAN111:EVER '•`••. X 34 DECKS (T p). 9• . FIRST t311.8 1'1V V05 FINAL GRADE SPOT ELEVATION t9, F: - • • GRADING & ROAD PLAN G'RY.STAI. RIDGE CONDOMINIUMS 62nd AVE S & .S+w1hlIMOOD BLVD, TUKWILA, WA A tATIVAT AEL RETAINING WALLS TO HAVE RAILINGS 42" MINIMUM ABOVE ADJAITEIT ACCESSIBLE SURFACE'S PER ARCHITECTURAL . PLANS VIHEREVER WALL. HEIGHT IS GREATER THAN 24 INCHES SEE NOTES CB 1 4 i 7A r 'e..o v,. ..w.I. • • • f ROOKERY RY TO RaIAIN CLIENT • f r .2 I. ... CORY',._ E • •+aa.. • ( •••.•• / * • F IR51 •f: ,. .,, ..12,5 �. .••• F3SMT IT 133.7 ... ....1 � ... � _ EXISTING ROOKERY TO REMAIN (411, V -7) \••• \C \ \ ■ \\ s x • 'l? ` .. \ • • 1 t N-. - -nisi~ 'GARAGE 15 T99•., .•I' { 1 9 7 8 • • 1 88•.•.. 1 90 .•.•...• I . NV' • . ..., • r . v wd Y•►. t, •7 48 .. GARAGE r,o �. r �-,. • f•- x -,�' _.._ . • ��g j•• • ip - .., Me a .... Y..1 • ur; t t!.% \. REMOVE ROCKERY TO PROPERTY UNE, RAGrc '� •,�i ..4' GARA • j ° �4• _ • . .••..•• Ftir•1 164. EKSM1" FE •• .15 ....,..16 • •• • • 1C rHS INCH 1 2 173 '...CARPORT...-. f GARAG -. ' ; _AD_J r Af) #52 .,,---_..._._ i ENIOVIE••£ STING 1 •WILDING''•••••..... CUREI •At�fg G1ITTQT-•' DETAILS ,B17L4 ............ nar 4 ROCKERY REMAIN 51 1 c * 3 A1 t • ° ^C i • I To 'INSTALL ROCKERY AT PROPERTY LINE ! PROPOSED 113 IF ROCKERY i MATCH EX!5 R NG 1 $F; Roc: ERY OETAII. \`) ) •�� • •• yam ,., � SCHNELLER HOMES, INC. 6610 saU T-rcEN rER BOULEVARD, SUITE # TUK(NfLA, WA 98188 248--2471 FIRST I F z 117•0) ... ! GARAGE [ - +?jt 11••••••Llindai goOKISO J36•1/414 OM as. f i'41; . ............... • ... .. X14 . d ... ... ......... 13B ....•...:... .. ........... .... .. • B�'M T Fi•' _ " 2 1'1'34 ..... •..... • rte • ' • li •i 1•.. Y• M1. 1�(.' REMOVE ROCKERY TO SOUTH PROPERTY •LINE ,Gc3 #3 CC # r f cvSt3� .f !. ..Y.. ,.,•xf..f sit` i I!' I�III�I�I�I�I�I�IIIlili +iil�l�l�llll i�ill:il(Lf ''I 1 pll ;.. III.' , I(I ; �� IL LiL °3 4 5 6 7 i II NOTE: If the mi.crofilted document is less clear notice, it is due to the quality of the original 4 's 1 _. - 1 1 _._. . I I ;..ter_.__. ..,.;.._...._.) . EX. ROCKERY 11 111I . 11.11111 - 8 than this REVISION DETAIL 4 1N TESC PLAN EASTERN EXTENT OF ,/ ROAD RECONSTRUCTION ,E SAW CUT EXISTING / PAVEMENT. CURB AND GUTTER MATCH EXIST. OW, 4 PLACES) MAINTAIN EX. FRAME & GRATE AGAINST EX. 'CURB NO. DATE 2 4/1/91 ADO BOLLARDS, CORRECT NOTES ADD SiGNS/STOP BAR, REVISE N CURB MULTIPLE . ,STORM DRAINAGE AUGNMENT REVISIONS 3. 4. 5. 6. 7. 8. 12' MAINTENANCE ACCESS ROAD PAVING SECTION PER DETAIL INSTALL 20' DRIVEWAY CURB AND SIDESIALK OUT ANE 5 BOLLARDS AT 4 o.C., REMOVABLE tOsitrLO DRAWN CHECKED D. R. STRONG Consulting Engineers Inc. i0604 381.1i PLACE, SUITE 101 KIRKLAND, WA 9801; ENGINEERS PLANNERS • SURVEYORS DATE 18 JAN 91 (2Ce) 827-3003 FAX NO: (206) 827-2423 DRAWING NO. 92-142.6 SHEET 2 OF 7 ALL CONSTRUCTION SHALL PE IN ACCORDANCE WITH THE CURRENT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STAN- DARD SPECIPICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUC- TION WITH ACCOMPANYING STANDARD PLANS AND THE CITY OF TUKWILA STANDARD PLANS WHERE APPLICABLE. ALL MATERIALS INSTALLED SHALL BE NEW AND OF THE BEST AVAILABLE GRADE OR QUALM; THE BENCHMARK FOR THE PRO4ECT SHALL BE THE NE FLANGE BOLT OF T,HE FIRE HYDRANT, BEING 170.75, DATUM OF THE CITNEOE TUKWILA SEWER DISTRICT AS SHOWN ON THESE PLANS BEING 15 FEET NORTHEAST OF THE NORTHEAST PRO'PERTY CORNER OF THE PROJECT SITE AND AS SHOWN ON THE ALTA SURVEY, SUNWOOD PHASE 19 BY TRIAD ASSOCIATES, NOVEMBER CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGIN- NING CONSTRUCTION. THE FOLLOWING DRAWINGS AND SPECIFICATIONS SHALL Be MAINTAINF.D AT THE JOB SITE: P C I IIO ; F TuKWILA PUBLIC WORKS SEWER CONSTRUCTION AND DE- VELOPMENT STANDARDS . CITY OF TUKWILA PUBLIC WORKS WATER CONSTRUCTION AND DE- VELOPMENT STANDARDS AND MUNICIPAL CONSTRUCTION WITH ACCOMPANYING STANDARD CURRENT WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE - THESE PLANS; PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY A PRECONSTRUC- TION MEETING IVIUST BE COMPLETED WITH THE CITY OF TUKWILA; ALL TEMPOFIARY EROSION AND SEDIMENTATION CONTROL FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUC- TION AND THEY MUST BE SATISFACTORILY MAINTAINEO UNTIL CONSTRUC- TION IS COMPLETED AND THE POTENTIAL FOR CN-SITE EROSION HAS PASSED IN ACCORDANCE WITH THE TEMRARY EROSION AND SEDIMEN- TATION CONTROL PLAN AND CONSTRUCTION SEQUENCE; THE TRAFFIC CONTROL PLAN ASSOCIATED WITH ROAD RECONSTRUCTION SHALL BE ADDRESSED ON A SEPARATE SUBMITTAL FOR APPROVAL TO CITY OF 'TUKWILA; LOCATION OF EXISTING FACILITIES ARE APPROXIMATE ONLY, THE CON- TRACTOR IS RESPONSIBLE FOR REVIEWING ALL AVAILABLE CITY AND/OR COUNTY UTILITY AS-BUILTS FOR VERIFICATION PRIOR TO STARTING CON- STRUCTION. NOT ALL FIELD CONNECTIONS ARE SHOWN AND THE CON- TRACTOR SHALE. FIELD LOCATE AND EXPOSE ALL CONNEcTfONs PRIOR TO CONSTRUCTION. CONTACT ALL UTILITIES IN THE SERVICE AREA AT LEAST 90 HOURS PRIOR TO STARTING CoNsTRirmoN,BY USING THE ONE-CALL LOCAT'OR SERVICE AT 1.e00;424.6555. CONTACT THE CITY OF TUIENILA PUBLIC WORKS DEPARTMENT TWO (2) FULL WORKING DAYS PRIOR TO STARTING CONSTRUCEION AT 03.0119. THE CONTRACTOR SHALL IMPLEMENT' ALL TRENCH SAFETY MEASURES RE- ouiRED BY FEDERAL, STATE AND LOCAL LAWS, AND REGULATIONS, AND AS NECESSARY TO PROVIDE FOR 'THE SAFETY OF THE WORKERS AND THE GENERAE PUBLIC. 1. PIPE SPECIFICATIONS ARE BASED ON DESIGN CONDITIONS FOR COM- PLETEEEPROJECT. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALI SUBSURFACE ‘2. PIPE. SPECiFIED AS CONCRETE (CP) SHALL BE NON-REINFORCED, ASTM C- 41; PIPE SPECIFIED AS coluluGATgp METAL. (CMP) WHICH IS LESS THAN 48! IN DIAMETER, SHALL oe.13ApiAkIzEt.) STEEL, 2-2E3 X 1/g-INCH CORRUGA- TIONS, 16 GAGE, MSETTO M-36,- WITH TREATMENT, #1 ASPHALT COATING OR BETTER,- OR CORRUGATED ALUMINUM PIPE '0-2/3 X 1/2-INCEE CORRUGA- STEEL PIPE SPECIFIED AS CMP WHICH LARGER THAN WIN DIAMETER SHALE 8E GALVANIZED STEEL, 2-2/3 X 1/2 INCH CORRUGATIONSE12 GAGE, AASHTO NE36, 'WITH TREATMENT #1 ASPHALT COATING 014 BETrER. WHERE SPECIFIED AS DUCTILE IRON PIPE po, PIPE - SHALL CONFORM 'TO AMA Ci51, COATED INSIDE AO OUT.. PIPE ,SPECIFIED, AS smoOTH INTERion p O l U e l E RE H M AKrc ENT O S R i4 0; 0 AA .,f5 S ip H E T 0 0 ii D E E 0 S u IG A N L ATION, i:+Nia SHALL BE AO! N 2 STOOM DI1AIN:AND AREA' DRAIN PIPES SHALE BE:.OF THE TYPE SPECIFIED ON THE, MANS IN ACCORDANCE WITH THE FOLEOWING; TYPE AT THE CONTRACTORS OpTIOI4:$HALL btomP TYPE 2 OR TOO 2 - T CPEP, P VC CP, OR T 3 BELOW; TYPO PIPE; 4. ALL' pipe RUNS BETWEEN .ANY IWO CATCH BASINS SHALL BE THE SAME MATERIAL. CONTINUOUS; : 5. PVC PIPE SHALE owl BE USED WHERE 3 pee* mINIMUm CoVEA CAN BE MAINTAINED UNDER:PROPOSED FINISHED G ES, EXCEPT IN LAND- SCAPED AREAS WHEhE 2 FEET MINIMUM COVEF,1,16 EQUIRED. • NOTES 1. METAL PARTS'ARE TO HAVE .cprolosioN RESISTANT FINISH. GALVANIZED - PIPE PARTS TO HAVE ASPHALT TREATmENTIOI: FRAME AND LADDER ARE TO BE OFFSEPTO PitOVIDE CLEAR CLIMB-DOWN - SPACE AND TO PROVIDE CLEAR VIEW OF RESTRIOTOR DEVICE; FRAME TO HAVE ROUND SOLID, coveR mi.Bp:F1,0 "STORM" AND ATTE O'HED WITH tHREg {3) 5/8-WCH STAINLESS STEEL: SOO& HEAD CAP SCREWS; 4. 99.ANATEA SEPARATOR DETAILS ARE SHOWN (*DETAIL SHEET. CEFAEkr cowatt,- pURB AND GUTTER, SHALL BE INSTALLED AS SHOWN IN ACCORDANCE. WITH W$DOT STD; PL.AN P•4'AS SHOWN ON ROAD AND 2. A R :U SHALL BE BA CKF D COMPACTED TO 95% DENSITY; . 3. ALL PAVEMENT MARKINGS AND SIGNS SHALL, IV CONSTRUCTED IN ACCOR- DANCE INITH WSDOT STANDARDS AND THE MANUAL ON UNIFORM TRAPFIC PLASTIo BUTTONS SHAEE BE DUAL 4-INCH DAMETER TYPE OR TYPE 2d IN ACCORDANCE WITH CITY OF TUKWILA LANE MARKER DETAIL ALONG ALIGNMENT SHOWN ON PLANS; 5. REMOVABLE, BOLLARDS sHAt.t. BE PER wspar trik.NBArto PLAN H-13; 6. ALL DRIvEWAY APRONs TO BE.INSTALLED IN ACCORDANCE WITH CITY OF TUKWILA 'STANDARD PLAN A6. " 1. ALL PIPE SHALL BE1NSTALLED IN ACCORDANCE WITH 1988 WASHINGTCN STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIOEIE: (INSDOT) 7-02.3 AND SHALL SE LAID ON A PROPERLY PREPARED FOUNDATION IDENTIFIED AS '`GRAVEL BACKFILL FOR PIPE BEDDING" IN ACCORDANCE WITH WASH- INGTON STATE DEPARTMENT OF TRANSPORTATION SPECIFICATION 03.12(3). BACKFILLING SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS Wel AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNI. FORM GRADE sp THAT THE ENTIRE LENGTH OF THE PIPE SHALL BE SUP- PORTED ON A UNIFORMLY DENSE, UNYIELDING EIASE. IF THE waivE MATERIAL IN THE BOTTOM OF THE TnENcH MEETS THE REQUIF1EMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING', THE FIRST UFT OF PIPE BED- DING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED, AND COMPACTED TO FORM A UNI- FORMLY DENSE UNYIELDING BASE. TRENCHES INSIDE OF THE RIGHT-OF- WAY AND UNDEF1 THE INTERIOR ROAD DRIVEWAY'SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. OTHER TRENCHES SHALL BE C01+.4PACTED TO 95% OF MAXIMUM DENSITY; ALE CATCH BASINS SHALL BE TYPE I OR TYPE II PER CITY OF TUKWILA STANDARDS. SOLID UDS SHALL BE MARKED 4 STORMI. PRIOR TO FINAL PAVING AND CURBING, OR FINAL GRADING, ALL CATCH BASIN FRAMES AND GRATES SHALL BE ADJUSTED TO FINISH GRADE. ALL NON-INLET DRAINAGE STRUCTURES NOT ON PUBLIC RIGHT•OF-WAYS SHALL HAVE ,RdOND SOLID LOCKING LIDS UNLESS OTHERWISE APPROVED BY THE CITY OF TUKWILA; ALL BUILDING ROOF DRAINS, BUILDING/RETAINING WALL FOOTING DRAINS, AND ALL COVERED PARKING ROOF DRAINS. AND/OR FOOTING DRAINS SHALL BE CONNECTED TO DRAIN AT 2% MINIMUM DIRECTLY TO THE NEARBY CATCH BASIN/AREA DRAIN, AND BE r DIAMETER MINIMUM. NO ROOF OR FOOTING DRAIN SHALL BE cONNF.CTED DIRECTLY TO ANY sToRm DRAIN WITHOUT A CATCH BASIN. NO ROOF DRAIN SHALL BE CONNECTED TO ANY FOUNDATION OR'RETAINING WALL DRAIN; 4. NO FENCES OR STRUCTURES OF ANY KIND SHALL BE CON- STRUCTED, WHICH HINDER ACCESS TO THE DETENTION FACIUTY ; 5. DURING BACKFILL OF ALL NON-METALUC LINES, A GREEN TRACER TAPE (EOIL BACK) LABELED "CAUTION BURIED STORM" SHALL BE PLACED IN THE TRENCH TWO (2) FEET BELOW FINISH GRADE; AU, GRATES SHALL BE DEPRESSED OD5 FEET BELOW PAVEMENT OA CURB LID TYPES FOR ALL CATCH BASINS AS SHOWN ON STORM DRAINAGE IN- VERT TABLE ARE MANUFACTURERS MODEL NUMBERS PER OLYMPIC FOUNDRY. PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY, ALL STORM DRAIN PIPE AND CATCH BASINS SHALL BE FLUSHED AND CLEANED. SUBMITTAL SE APPROVED R PUBLIC WORKS * WO% RECEIVED CITY OF TUKWILA JUL 1 4 1992 PERMIT CENTER NOT APPROVED FOR CONSTRUCTION UNTIL APPROYED BY CITY OF TLIKWLA F12: 92142 CRYSTAL DWG STORM I NE 1'4" µIN. 41_EARANGk: 6" WATER t iNF_ 8" MIN. CLEARANCE L Ff 1'hIF • �tA FH F'F 17 ,P A•LL . PATIOS ARE CANTILEVER DECKS (TYP) FIFE3T' 1F 2.3 ' 8St4T. FF i53.9 r: . •' TYPE 2 Ca #12EY • • ••C.,. It • , Krw • • w • 7 •‘•• • • ••••b 5 • rE iisk#T AFB FIRS' F 1425 BSM1 "'OT �' 1 33.; ,REMOVE' U:Kf'kZ1 Th PI OPERTY .LINE . I2.u ' se +,z ( .t;z zz tz OZ s1 81 L1 491 1x111111111(111101111I 11111111I11.111 1111 6 I 1 i i � 1 1111111 .1"° r � -• S�i`��j"����r� r l R C r r_f+ ! .. 4! h_ . c�'_ '" .�•a"F_' >e:�� ✓.�•sn X41+ 5�:: f +✓.!.. } .xa.C.&.' CB X51 (1) 1 TYPE 2 +^ip Wsi4WSY'� RES,19 pd EI2Y'TO soJn1 F'ItOPERrr LINE 3' 4 5 6 7 .•_s%wor - i_: r.. - rxv.:.. .n.d::=..... w •- •^#z•+,v.:.. rma::i. , w„ Y _.::.,,+. - ..c.,:...c�•..,:t:_ ,,,,: ma y.. t ;,,..:; 'G NOTES If the microfilmed document is less cleat than this notice, it is due to the quality of the original document. ••• . • .•••. f • ....* • • a_ :.: • ,.„ • • PIPS 1 FF 1 77.0 BSIAT H'r ci'168.'4 S ....,- ss ss • *m.. • lo .c DATE BY A 'R R 'AS1`ON tot, BUIl 1fayoARAGE /CARPt`.ftT RCC moms cGN?4ECt wet WAILS PRAM TO AIttA 004, ADD `EXQSflrrG` Tr) INVt tT TABLE 11I1L isitmrA4E AIJC•Ititwr RtAf 0AlS yC #:'.tii:r : I NY L D . P.ij'E "PIPE; PIPE SLOPE CB M TYPE IL IN OUT TYPE DEPTH DIA LENGTH TYPE • % COMMENTS /ry rry r... _••Tr.... 10 ` AD 128.80 126:12 126.12 2.68 8 I 128.80 124-'87 7 ` I I '129.80 123:87 5 II 130 :'20 , /23.23 6 I 129.30- 4 II 133.00 123:0,1 ( S) 123:63 MH30KC ' 9.97 ( '3 I I 129.50 `` 122.08 14N30KC ' 7.42 2 , I 122:20 118.18 118 :18 SMSOG 4.02 I I 120.87 118.12 118.12 SM5OG 2:75 '13 1 142.00 - -- 138.25 5M50G 3.75 12 I 140.00 '135.28 135.28 SMSOG 4.72 11 ''I 128.00 1 24.96 124.96 SM5OG 3.04 ..° 12 14 AD `138.00 - - -- 133.02 -- 4.98 30. AD 158.20 -- 154.81 -- 3.39 24 C I 152.40 149.03 149.'03 S1450G 3.37 22 1I 143.00 136.68 ' 136.68 141130K ' 6.32 20 II 14 .60 136 11(W), ` 136.11 41 9. 14 13 6 4 6 .t36 ) 17 II 142:.90 ,'134:$6 'MH30K 8.04 15 I 137.70 114.67 ) 134.67 SM5OG 3.03 135.00( )' 12 '16 AD "'137.30 - -- 135.22 - -- 2 08 '18 ` I 146'.70 - -- '143.63 SM5OG 3:'07 21 AO 13490 - - 145.50 - 2.00 23 , I 139.80 -- - 136.80 41500 3.00 28 AD 153.20 - - -- 151.20 -- 2.00 124.59 SM5OG 4.21 123.87 14H30I(C 123.23 M1130KC 153. .•0,148 q(I)'148 41 SMSOG 4.59 148.41(N) . I '`149.50 146.50 "146 .50: SM5dG • ti3.00 47 AD 176.20 - :174.'20 - - AD 166.10 164.10 164.10 'Sr45OG dHEdkED 38 ' AD 176.'50 - -- 174.08 - -- 2.52 X 37 I '173.90 171.38.''170:88 SMSOG. 3.02 36 I 170.40 - 167.33 167.'33 ''SM5OG 3.07 i2 I 165.00 161 98 " I61.98 SM50G 3.02 31 I 164 160 .44 160'44 EXIST 3.62 - , 33. • I � -172:60 - 170.60 - - -- 2.00 173.30 170 30 170 :30 SM50G 169150 "` 166.50 166.50 SM5OG 50 I 169.80 '165.36 165.36 S1450G 48 " I''° 163.0 '160.70 160.70 SM50G' 45 .`I 164.00 160:42 160.42 SM5OG 44 "1 152.00 149.00 149.00 *' SM506 52 AD 178:20 - - -- 176.20 - -` 2.00 173.00 170.00 170 :00 SM5OG 3:'00 49 AD '164:50 -- 162:50., .w . SW. OF. „RDG B 3.0 FROM 10 TO 8 8 125 SE,1OF '818G 8 12 15 2 4.8F,R6 SW OF BLOB, . 60 127 4 0 .5'DlET..(7 ;TO 5) 'SEPOF BLDG C ''15 33 2 0.6 FRt:Ti,6,10 " 4 SE QF BLD` C '12 8 1 15.O FROM 6TO5 E .f. 8 C X153 2 0.6 'FROM , ,4 TO - 3 SL LDG D / FROP 1213 3 3` 0.0 ' F R N 3 T Q 2 .: . SE OF BLDG 0 "12 13 2 0.5 -;FROM 2'TO;;, E, "`OF BLDG D - - - IN ROAD NE OF BLDG ' 12 33 1 9flFROM13TO12 NE OF BLDG 0 12 43 4 ` 24.0 °FROM 12O "11 SE OF�6LQG "Q 12 4 24.0 "FROM 11 40 3 F BLDG 27 1'36.0 '36.6111614'14 TO 4 .NW OF BLDG 6 36 4 17.0 3610 24 W OF BLDG A 12 65 4 19.0 FRO11 24 TO ;22 ,SW OF BLDG A 12 113 2 0 5 ;FROM 22,10 20 . SF , OF BLDG A 12 26 1, 4 .8 °'FROM 20 TO 17 . N(WI „OF 'BLDG 0 '12 19 3 1.0 FkOM.17•10''15 F OF BLDG 90 1 '12.0 FROM 15'1`0 7 E OF ?DLD,G, 6 6 18 2 1.2 FRO)l''16,�TO •15 NW OF BLDG C , s 12 112 1 7 8 ''FROM ,1 8 ! 17 N F '2110 20 49 1 19.2 'FROM '21 ,T0 20 Hll 12 ; 24 2 0.5-FROM 2:TO 22 �Slc.OF.,,BL ,IG . 121 2 1 FROM 2Q "T0 26 SE. OF' LPG s',A :. 12 16 •4 11:9 IRDI4 26 TO 25 SE OF,BLDG � • 12 26 a. `15.0 "FROM '25 T0 ": NE" OF ' `BLDG ; A 60° 1 ' 22.'7 °`FROM'29 •TO'26 N BLDG .G 6 '37 2 7.3.`FQM 38 TO 17 ,E 81-0G `G N. 12 '3 3 9 6 ,FRO1t 37 ,TO 3 SE BLDG G D 5; FRO S 'FO 32 N .,819.G' A 24 2 6.4 F OM�;3 TO 33 EXXSTI 126 2 1.8 ,FROM.•.33,;,TO 36 SW BLDG "G 2 NE .131,DG F2 '6 34 2 17.4 'FROM, 55 TO '54 3 ,', NE:BLDG F2 W a 12 '33 1 "11.S ..'FROM 54 'TO 53 3 X 00 . E BLDG ',F2 12: 76 2• 1 5 53 TO '50 4.14. W BLDG 'F1._ 12 30 4 '' 15.5 FROM ;,50 TO 48 3 00 .. NE. B1:DG 12 14 2 `' 2.`0 ``FROM48JTO 45 3.58 ,.." NE BLDG E 8 4 19.7 FROM 45 TO 44 SE.BCOG` E NE BLDG :Fl • 6 ;�'36- .2 FROM 52,10 51 ,NE: BLDG F1 12 32' ' 1 �14.5 °FROM 51 TO ""50 2.00 N BLDG E 6 28 2 6.4` „FROM ,49'TO'48 NE° iBLDG Fl 45 ;1 '22 4 y FROM 47 TO 45 2.00 SE BLDG F1 48 1 1: 7 < FROM 46 TO 45 CATC4'FASiN, 'T E I 'CATCH BASIN, T E : 11 CATC�1 F3ASIN /AREA `DRA114' `CATCH ASIN /AREA DRAIN 7106F ",DOWN AND ' TIG }-i 11JNE 'ADS °TO • CA�7 CM BASIN 'a,RE n ' ORAIN `PROPOS `S1'(�F2t b 2AINAGk:" LINE .m XIL; f (; , STORM ''DRAIN LINE kIS114G WATtR '1_ PROP( ��' FIREFLO 'WA•TER UfIE PRO ),' ►A1 SEF� iCt F >ftOPOS F7 SANITARY •Sf EXIS11NG"SANITARY °SE PROF'0SE0'�°RrJAINlNG `WALL • TRONG g g z Iit I ` ln a�r� E '10604 NE. x tti PLACE, st)i� 001 . t Y?PKt_A 413, WA 91103: (206),•827 -300.5 ENGINEERS • PLANNERS VE YORS r: a�t P10: 466) L 27 -2 423 � SUIT ) g27.-24 OPENING PER STRUCTURAL PLAN PARKING ACCESS PROJECT FILL WITH JUTE �XASCAPPE SLRLi PPOFC'S'ED 5ioE'aALK :' tF:1w -.. 12' 1At:1 RETAINING WALLJPIRE DETAIL DRIVEWAY APRON J m m to m ACCESS EMERGENCY\ \ ' 5' 1 5 PARKING TURN POCKET FLO%M.INE NOTES: 1 OVEREXCAVATE TO A MINIMUM OF 17" BELOW FINISHED GRADE 2 SEE GEOTECHNICAL REPORT FOR ROAD SPECIFICATIONS 3 EXISTING CURBFACE TO CURBFACE DIMENSION BETWEEN OUTSIDE CURBS IS 36' 4 ROAD SHALL BE REMOVED AND REBOIL TO MATCH EXISTING GRADE AND SECTION DIMENSIONS r CURB AND GU TIER (TYP) 4 rz�f1, \ AGE NOT TO SCALE: RETAINING WALL SECTION al -al 'Mr:Yr IC, `;CA.:-E / !! 'A /14.5' C•(`(P�".•+ 1! --- . I 4 ' .0,4 O ,.- 4 ., Ji �4# ' �p 1 ll =ti. ►i jis•=i s`S••� tr �rt4li s • • .•.i 41 p.o.*iStsr1 - - - 1 I 1 7 NOT rr) :SCALE. T I NS' L.2, ANI) \. / \ :t. ' : 50" ON, C4.:.t4 Ir.RS • WSDOT CLASS B CONCRETE PAVEMENT NOT TO ;SCALE i A A AA' \\ X "r DUCTILE IRON CONVEYANCE ? PIPE: "/>:‘`,?, X " +4 MIN 0 P i; SLEEVE WSDOT CLASS B CONCRETE PAVEMENT 1 EXISTING SIDEWALK, CURB AND CUTTER TO REMAIN � 2/9 2y Lam'". "�•�tb�'""J'?j• LANDSCAPE STRIP TO REMAIN SEE LANDSCAPING PLAN FOR RESTORATION DETAILS 1 cre m WSDOT CLASS B CONCRETE PAVEMENT EXISTING SIDEWALK, CURB fYP) CURB AND GUTTER 1 TO REMAIN SWAL j I ■ &Are {1 1 . 1 _ 1 • y.. .11 .t • •••. • SUBCRADE - - IMPORTED BASE COURSE OF FREE DRAINING "PIT --RUN" 5/8" CRUSHED ROCK TO 95% DRY DENSITY SECTION_A2-A2 DUAL 4" TYPE 2d RAISED PAVEMENT MARKERS (RPM) 0 18' C.C. INTERSPERSED WTH 5 SETS OF DUAL 4" TYPE 1 RPM 0 3' O.C. (PER CITY OF TUKWILLA P.W.D. LANE MARKER DETAIL) EXISTING SIDEWALK, CURB AND GUTTER TO REMAIN \, ) itt 4' 1 III` \ .2._ ILL I \ 4' o rb SECTION A3 -A3 SWALE I f 0.5' 5 . lsn' r. xr.✓ s.^- ia% �..I"r3,`,':2T�'- •.,'F'_r,J�S:: rf4v;x:`rxE�. z;! t :1�':l<�.r.:.,:,n�n�,'_'�x`r.+. , ,. _. ,l TYPE 30 CATCH BASIN 134 13 • '.30 128 126 124 • 122 120 11E . 116 15 FROM CB /3 CLIENT .ROAD & STORM DETAILS CRYsTAc. RIDGE APARilWig CONDOM/ VMS' 62nd AVE S rPc SUlVW400 BLVD, TUKWILA, WA CR ii5A NOT ': 1, CB {J5 - - \ a #2, s4 TYP F. R. O. P. SCALE 1"..3' PE!.;. 1' T . . 119.50 LOP Et. = 128,00' - OV€RROW EL >* 127.50' STANDPIPE SHALL BE 15 CMP WITH A 12'0 CLEANOUT - -- If" W 125.00' ORIF/G•E DIA. " 1 -7/8" le 12" 01 .• 12275' 2' MIN ORIFICE DIA. .- 1 -1/2 IN •n > 60" TYPE 4 W/3 LF 36" TYPE 4 CB CONNECTION AT EACH END MIN. DRAFT ON THIS SID 4 ze" t.4 PLAN VIEW HOOD ATTACHES AS SHOWN 1 ;, ?'1 (ALA. SiOt SS FOR 314" 6OLT. WASHER 1 NU) SECTION C-.0 SIDE INLET..DTAIL 1E = 123.00 SECTION A-A SECTION C-C I•'10 TO `;( ',ALE INSTALL 10' WIDE RITTERINGS REINFORCED - PAVING PER SECTION FROM Ct3#2 TO CB //3 RETAINING WALL, SEE STRUCTURAL ENGINEER PLANS FOR VAR TH, MAX. HEIGHTS, AND FOOTING TYPE (TYP) 42" MIDI. ' FENCE PER ARCHITECTS PLANS (TYP) { TOP OF RETAINING WALL LEVELING PAD 7•k " 1I 4v " It QY.'TYP. TO • C ., H-5.3' (6'MAX 1354 REF. 1' MIN (TYP) t4 " TYP.Hl_ SECTION 8-B - FINISHED GRADE • INSTALL. 4" ADS UNDERDRAIN PLR GEOTECHNICAL REPORT TO CB X11 NO. DATE 4.0' -- _ _ «;+._ -- 3.5' 2 ' 126 124 15 "0 CPEP STORM DRAIN •22 SCALE sECnoN REVISED SECTIONS A3 -A3 AND B-9 1 % " DIA I4040 42" MIN. RAILING PER ARCHITECTS PLANS (TYP) • - X ' __-- DOMED 1 3- MR ITYP (•4 tar. IV - 31TALHAENT DCT1& PRECAST CEUENT CONCRETE 8LA1PER CURS CURB AND GUTTER DETAILS Pr-\. P 1F U To fieitielori ...: '' BUILDING "D" 8SI,MT FF = 132.'.% 1301 Pr+.TIO ii FINISHED GR E „•._ !'A 1 h! • Y" MAX - X'-. :1.0'' _ .. I 1 MIN MANGE CNt2 /FROP ACCESS LOCATION ADD APO ORAO $ CURS tiAET _...__ J 1 son4 004 a004 VOA f depth NOT .11; �;CALt =A Por,menl 4" 1 1 174•14IN 1 0l 1 AX r MH #1 tt.n'* (rout CLOSEST FACE OF BUILDING IS 55' - -B FACE OF' BUILDING r. rM ei l,rb et *9440 Lad CEMENT CONCRETE CIAO - -BUILDING' FOOTING, SEE STRUCTUR AL ENGINEER PLANS FOR DETAILS (TYP) I� - - w OVEREXCAVATION 8,"0. PVC 120 Se FOUNDATION PREPARATION SANITARY PER GEOTECHNICAL SEWER REPORT AND REVIEW 132 13 128 4 444 0K 02 126 rov '=ICI P8•s► 3u 73P OF Nue^S. I 4i.Tc.t -►I 1 124 122 LruM • • 120 M ta" J •3 bor each corner *3 bar• (oan side top to bottom MMAL SET ¢i bur NOT, APPROVED FOR CONSTRUCTIGN a . , NOTES: 1. CONCRETE SHALL BE A 5 SACK MIX WITH 5% AIA ENTRAINMENT. 2. INSPECTION REQUIRED 8 F O�2RE� PLACII( CONCRETE. AT LEAST 24 HOUR NOTICE MUST BE GIVEN TO TUKWILA PUB 3. ALL DRIVEWAY APRONS SHALL BE A MIN. 6" Dirac. 4. WHERE DRIVEWAY WIDTHS EXCEED 14', A 3 /0• MINIMUM EXPANSION JOINT SHALL BE PLACED LONGITUDINALLY ALONG THE CENTERLINE. S. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APWAJWSDOT PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE CITY OF TUYNILA. CONCRETE DRIVEWAY APRON IT I :. 1110 I r e f 116 c.ONR"AG1 5:16C090.;•--- • 3 /4A!${H1S 4. :to - to 05% • C4*?4: ;n 15';'• 11 across bot tom • O- EXr$1 l3 DRevevate SECTION A-A $Ibtzl: I) 'flow t 405'1' . Guru I Srn'r ' (L r -9 WOr 1:' of‘ '2) ,'4'Ttaki s feAil+ retou t ditnRouiacurrtt. WI tit' St>'JGtV1t*S (5te•V S;. gGit R,44'3'{4bi.) NOT TO `'CAL: NOT TO SCALE: (' .' ee0 at 'ScO (WO IdAT TOP OF CURB s.T cUtivfWwi. ;Iata�l;fit!W . 6' Rls..or Sactlon 12' Risor Section , ��nr, fa :':A .'�. �. 1 I I I 1 I I I I I I 1 1 1 1 1 1 I I I I I I I I I I I I I I I I I I I Ij). 4 0 IS ?HS INCH '• Y 41,4,11111111111'1111111 11111111111111 9 10 11 MADE INGERMANY ;2, ,. NOTE If the microfilmed document is Tess clear than this , notice, it is due to the quality of the 'original document. 06 6Z 9e LZ 9Z SZ tie £Z Z tZ 03 61. et Lt 9L St ht Cl Zl I O1. 6 L . 9 5 h e Z 1111111IIIIIIIIIII11111111111111 1111111I1111I .111111i1II111111111111U�� U" IF1u61 d Illl�;l► Thu III!! i IIIIIfI Ililll llllll {IIII�11 I(IiI irl {) I i i I!i! I! �III��II :Iillll�l�;llllli(Ilill�!�I� 1 lI L li III .. .. ?: - - . -:: r ✓ '.....?. n . •;.t x ;< < >' �r . 5 .y.. •rrT (1111111 (.. I { I 1 111 I11I1 Rtt;~ Alt (0s wj).W cN �or;dd. RITTERINGS REINFORCED PAVING SECTION 0 Precost Boss Section Mausurement at the top of the bas* J { KING COUNTY, DW�i 4 L WASHING TOTE NO. CURB INLET NTS Fromo and °rote (SCE SEC 7.07 KCRS. AND APPLICABLE DVAW INC.S KCL>;Sy • D. R. S TRO N Consulting EngIn.' is Inc. 10602 NE 38th PLACE. SUITE 101 KIRKLAND. WA 98033 ENGINEERS • PLANNERS • SURVEYORS DATE 1$-- 'JAN -91 DRAWING NO. SCALE y •• D1 AS NOTED + I. 0220. Mot wm, ,Yw2."l0 riYR 0.1 Nt(ORO iOR. T,.Vtu.AI+rLC %VAT tr... 2. %IS t.C. S.O ROCKERY DETAIL !..101'. O :] (: J',1.-.-.. Au'ERat1ATt - C.I. FRAME A1.10 CvItoctt Fort 17 X 17 x 17. ligCKERY DETAIL NT3 17KI7x 17 bRrtIEwAJ CATCH BASIN AND .ST;EL GRATE FOG TITE TYPE 50 DRIVEWAY DRAIN AREA DRAIN NTS ■.. 4 RIM EL Q 129.50 -- TOP EL .e 128.00' OVERFLOW EL m' 127.50' STANDPIPE SHALL BE 15 LW 14TH A 12'0 CLEANOUT ---- lE •• 125.00' ---- mRiF7CE DIA. w r -7/8' .IE 12' DI mg 122.08' 2' A4IN �-- 0R1ACf DIA. •• 1- -1/ 2' Ar1W RECEIVED CITY OF TUKWILA JUL 1 4 1992 SECTION A-A PERM1 CENTER cifi #2, 54" TYPElE FR. 0.P. SCALE 1 n -•3' '- All_ I. 9 9 1992 1 : \9268 AUGREV.C)V' /G (206) 827 -3063 1-800-962-1402 FAX NO: (206) 827. 2423 SHEET 4 OF 7 n, r ... J,C ... • ,t• /,� sign.: �1.: eS 1-.- ., f. �.. pr I I ' • 6" DI RETAINING ,.• pc. WALL • SERVICE SADDLE, AND TAP SERVICE SADDLI AND TAP 'yr 1-F3x6' RED, FLA 6" VALVE. _ • 1 1/2" WATER METER AND STREET SERVICE .■••••0•••■•••••••• 1 90, . 1 INSET A 3/4* WATER METER .- AND STREET SERVICE -5 ! 1-8"x6"x6" TE t ' G" r' M VALVE • 6 DI ' 1-PRE HYDRANT AS( 3- E." SPRINKLER/DOUBLE CHECK VALVE ASSEMBLY • • • I 9 r ••••••••••••••••••■•••••••••••••••••••••■ • •••••• • • •.•••• 1 CO # G FF 1 77.0 tr. go. /IN prar• .`•11 Wu. •{•■ L I12•••• 4•10.4•0 00.1• , I • .1•••••■ • vt.rr •.• for. mr• tror. ...Fs gap •••• SgPkRAlig 1 1 f PA Do ..... WATER & SEWER PLAN CRYSTAL RIDGE CONDOMINIUMS 62nd AVE S & SUNWOOD SL VD TUKIMLA, WA ,••••*•••••■..••••ex•worrowV••••••=,••■•■••■.•••• 'RECREATIONAL BUILDING SEE ARCHITECTS SITE PLAN • • •01.011110 • 1••141r FIRST FE = 138.8 • • Pew. • • f••■•••• • • 44.4/ • • , •1•••••■EMP•••••••• "Ye GY• err moo.. • • low. • ft.... • • maerro. • • • • ow.. • • arm • • aura • • vv... • • 1 II ; I ;co s . , . s 93 tf 6" PE iSERy1C1 STRE SATAILE WA_ METER . ■;., NIS ET - 1)ERVI , CE . r N,N AND ) 1 1 t A 3), ; N V ! V :re\ CON1tIEC ; TI) _/ •r 1:X8.84.141Ec;,1 04,3 '••• ^ .1.01 , ■•••• •••••••■ WINWErw.•••• SEE INSET A 4 111. ••• OR L.. 1 1"2" WATER METER AND STRro SERVWE 1 1- C 45% Mkt 1 \ q•' .A. FIRST FT --, 162.7 CO #A1 BSMT E• 153.9 11 LF, RYc I PAW fr CO #A2 4.2./ ••• 'MO -ow row ....... rra. Tyarr•ora.var••■•• vat 1-6. 22.5% WI- A& • CO #B FF 130.0 14 LE, 6 PVC 1 - - I' •:; II .410 41.011, co... slaw an t I • i i r -ter 90, '114'1 . ) IDOUBEg 1 SSI I , I . tz M k0 • C" 1-18" F le* c„ I. H 7- ■•••••■•••■•••••••••••••••••••• ■•••••••••■••••••••••••••••••••••••••L NH #6 CONNECT TO EX. MAIN 1- ECA FIELD VERIFY CONNECTION LOCATION i 1 . i i t ., ii, 1- FlkE HYTRAN T ASS'Y f\:•:i._. . , . ■ 1 I 1 I • 1 1 /2 MATER METER ,. . ,..,. . AND ',-.:TREET SERVICE I I " I Ira' 3 Puce) , e DI . FIRST FE = B.SIIT FE = #2, ger TEEI:sm,) N., c l. ii - Foc 7 1 , 111 1 1KLE :-I 5 yv 'Y .; C . 7 4 \1•• A : 17.1 MH, `\:. ',CSS Nh.)," 14,611, \ccA 92-MT 155.9 FIRST = ACE 164.'7 0 RTitiluiViE: -- .7 IFMT ; omr, I , 4 10 L, 6" PVC CSSO-iE co_ #F1 A 1 - 12 : ' -6 . • - 1 12 te ro, ` r0: 146.2' ' - - - - - • • - - - - -" - f ;Ell) • • . • ' • • isi" MIN M 1 M IN; l ' - fl v o ,, N . J TEE. iti j i . L _... .1 .... 11.,„.. 0 / _ ....._ .. _ __ _ ._,A.2..... 14 1- a "....-- • • ...WI) • ••••••••• • ...."... ••••• • ' - -1--6 - 45,MJ I L . .1. .k. . - .... 2: M!N 8° C .! 1 ....4 ... mama • • wawa • • awe. • • altar • • :alma . • mama • • L.. • • ........ • • vac. or • 1. • ......) SCHNEIDER HOMES 6510 SOUTHCENTER BLVD, SWTE #1 TUKWILA, WA 98188 248-2471 nror•••. 0 fa INS INCli 1 2 • _ • • • L. IMO 4WD *OP OM ••• 11.• \ I- II" K. /4,1 1-1-1RE 1 ASS'Y NO. DATE 1 2 •ftraPril • *A .111•••■•• • • *MAIM/ • • raDMIDO1 • 4/ al••••• • • ON.. 9.z' - 1- 6" TEE, 144 -146')(6" TEE, M. rwo Arc •- 2 THRIS El LOCKS I I ) I- 6" if••••.•• 90, 2 I • . • - .... .. I CONNECT 10 EI C i I . 1-8 FCA ,..,, -; „I- 8" GV, FL04,1,, - -1 -- - - 1 - - - - r' .; :. .. F.I.F.4 % . 1 58./ Er . I TI , . _ _ . . . ... ... . . . . . . . . . . _ . . A - A - ' - - - ' - CONNECTION - LOC'AM . - - . Iv' r't i• FT-t614.4- .4 Alt)) -1() 4E" (VP) ' 5 5 5 il A " ftircTR ‘1 6. 1 f I t I ( - Ai. -I'D--•-••-•---; i 137 LF, 8 P11 - CO ; ••••■••••••arnarmaralno ''.... . ....„ 1 1 . ••• la• I r•at r r .••••••• WV. *V all•••1• •010. Ila • Cs ma am zas • • •••■••• • • I•••■■• 101 ........A. 1414 . 1. 4..0.0.14.1•1! TEE,Mi: • •••••47 • • FL FIRST FE . 117s BSMT FE .- .1 168.2 CO Fl ze' 3c, /.1‘1 22.5, r‘411 S igY 1111•11,111 9.7! "-- 8 90, MJ SERVICE SADDLE s AKA TAP (3) t , • vi / / I / : \ • • 1 , I // 1 • • • t 7 - gm Imo lino smorrrum ono.. orr....4/ / "=..... , . L___ I __,..1T i - ci I 1 . CO #Di ....-- I FAS T FE = 141.0 C i 4, 13. IT --2. 132.2 I f' • _1.3 LF, 6 pk. ,.,.. ;: 3-. FIRST Fr - 142.8 L_ vAinc,....I..,_,..„ _, r" . 6SMT n . 133.7 MH #2 • ...ow. • • ••■•■•• -4 •/ . • 11111111111111111111111 111111111111 II II III I tj II I1114 III I I ri I II I I I II 1111 ,1110:111 1 °13 4 5 6 f I NOTE: - iithemicrctilmed document is less clear than this 1 • I notice, it is due to the quality of the original document. MYMORIM••VOA•N* al•MO•Y•T•aaJatMr•O/04MMOY .•••••,a..•••••VOUV••■••• /01*••••••ww.r...•••r•rn••••••••■=0•■•■•••••■•Onr.•••••••••ONWV••■••••••• 11•I•••• • rfl smarrace..... ..*......••••••,...ate••••••••••••••/..aearroaararreararraa REVISION • I ■ u ! . 1 • • i 1 vi) t 24 LF, 6" PVC I ; ; ! 1,34 LF. ir DI 1 i I ' L.EX. MH , -1 R TO PROVIDE SMOOTH TRANSITION ' LF, 8" PVC I 1 1 (>40 wATER sEfm. THAUST MOWS k tfl S'A FACECH VALVE ASePLT EMT EM TAP% RELOCAlt 1VS ArD INSfl ft, ADJS T FH LOCATIONS -.- ADD 2 qV to>101 stsm 'V PER arY (ALAmtvA) tfl c k SRAM, ADD CO Flit k Fl RELOCATE BLI)0 9 itIV TO EAST an SUBMITTAL SET # 2 NOT APPROVED FOR CONSTRUCTION UNTIL APPROVED BY CITY OF TUKWLA ••• .121.•••■• or 6Z Eld Z.Z 9? SZ / f.-Z Ze le oe 61 91 LI 91 91 4 71 'e.":1 et • 11 01, 6 0 L. ; 9 1 CZ lvir 1141111 , • " ,„ 311041,1.60.1.11.0•1•4•11/aOr •■•••••■•■••••••••••••■........•NO0•101V4••••••••••.. ../7" 4140 1 0 1 1 Mi4E C•ERMAtNY 2. L NOTE: BUILDING FOUNDATION FOOTPRINTS AND LOCATIONS AS PROVIDED BY ARCHITECT/OWNER. SEE ARCHITECTS SITE PLAN FOR FOUNDAT/ON FOOTPRINTS AND LOCATIONS. MI!! / RIM/ DEPTH DIA LENGTH SLOPE F (3 INVER r (") (f) Ty (%) •..1••••••■•••••■•Wir•••••■•••••••••■•■•010•6••••••II•Mt10611•••••M•!•••■••■•0•1117•71••••••■•1.17•1••••••••••■•7•••••••••••••■•••■•••■•••1,441.••■•■••■••■•■•••INIM••••••••*•%•, ••••••■•••707••■••• E`.*. 123.5 123.41 116.66 123.5 1.3.47 116.a 6.0 125.2 129.4 120.16 9.3 134.2 135. 126. ,L5 8. 123.2 I 28.2 120.31 1J 4 • � 1 ,i1. 6 122.6 135. 134.2 122.62 134.3 15'0.4 I I2 12.). 123.9'3 5.0 6 St..(*; 1 125.:. 1Z. Z J 1," .9 1 4,T 14 t.t3r) 153. 1:: 1-.2 • 46.9( ;.0 4 A 44 1 4.„„ ) 16.0 161.1C' 6.9 I-1 155.2 1 75 149.0e :5. 4 • SI WE!? IN TABLE wars.ma A■ar. Awrro+n ; S dams rum man f... won arms moor SS .-- ---- e• 7 9.2 _• 11.6 HA 4. 149.69 4.3 - I- 1 66.4 166.D 17:":..i 1 7i .? r7).e 1 /0F l 7 51 4.,• LEGEND DRAWN 'HECKED IPICOVIVXMINSAPWV...•14.ht 2 4 PVC 15 PV:: 137 P‘r. 13 ; 17 5 nti sub To Revision 1.50 I 9. 66 PI' yi 1 ei P‘.--; 1.30 6 6 P 2' PRUPOSEVI AN TAR Y SEWr_R LINE EXIS TING SAN" TAR Y SEWER 1_1141: PROPOSED PIRIF I OW wA11:R LINE PROPOSED DOMESTIC WATER SERVICt: LYIS TIN G WATER LINE PRWCSED RETAININIG WALL 2" WAVER METER SEWER F W/ CLEANO T To WAirv. SIUFI Ply At PER ASSEMBLY PER Ht_ntioNr.. •-:•"I•Fotvii:R FIRE f- LAN R Y OTHERS SPRINkt /t; !HL CI-IECK VAL vl• .."%:TI• LY rt-w r ftTll r IRON PIPE PER plf.`1 rrA_t'VNlY; CHLORIDE PIPE .112••••••••••■••••• •„•••••Metf•IP EXIS PING MH, SEE NO ITS IN, WES1 MH TO #1, CROSS WALL. IN ACCESS ROAD #1 ro #D, 'oroRki EAST SIDE OF LD 1) #1 TO #2, GO'•-.3S STORM SEE SECTION #2 TO SEE SECTION r, #3 TO #C, CR0'S S foRm EAST SP: #7, ro #4 SEE SECT1ON C--- 1/4 10 CROSS ;:sJop.;,; s(A.,THwsr or FiLLIG C X; R.) #6 EAST SIDE E 1/6 to .A'1 SIDE L'iLi. TC' #7, CRO".;: WALL ti pAvEriteli r i• I) #A2, (AO WALL rrIEAST or d;i)G A 10 #M T SIDE 6i..fG A SOI./ f I iVFST OF BLLG E /E TC #•%, 0:3:: H2o./.: rL y4 O'11 At #E", TH OF k; #471 1 •5 71!1 E :-- #F5 TO #r I A A-3r VI A TO #1 - Ot.fiH F MATCH GRADE I I '..sHrI #ic. 7. F1. 9142 .......•■•••••••••••114•011.070141•LKM••41.4•00:0•..21.11...101.4 RECEIVED cIry OF TUKWILA JUL 1 4 1992 PERMITCETER D.R. STRONG Consulting Engineers Inc. 10604 NE PLACE, 30ITE 110 KIRKLAND, WA 9F.!0".`3 ENGINEERS • PLANNERS • SURVEYORS SCALE 1" = 30' SHEET 5 n L. 0 9 ical CRYSTAI DWG (206) 827-303 1- 80- 962-1402 FAX NO: (206) 827-2423 1.••••••••••••••••••••••••••••■••■•••(1•0•■■ DATE 18--JAN-91 DRAWING NO. 92142.6 - • , - ;". .A • ): 5:: A71 , SERVICE SADDLE 1-8" 90, MJxFL 1.8"x6" RED, Fiuckirr AND TAP 6" VALVE 1/ 2" WATER METER AND STREET SERVICE SERVICE SADDLE' 1 AND TAP 6" or RETAINING' WALL I -t .K%f:'lf�'7i.�+r_. "v F .'�.Y'�'f�/•'k�R: �'�1:1AAhJic4�S�.i}JI "I3 SCALE 1" = 10' INSET A 1 rf tN r PROJECT --` WATER & SEWER PLAN CRYSTAL RIDGE CONDOMINIUMS 62nd AVE S & StJNW000 BLVD, TUKWILH, RECREATIONAL BUILDING /SEE ARCHITECTS SITE PLAN • • •••■• • • ..." • • 1 •f a0 4+ GSM rW ....... Oar s••• •.• t SEE INSET 1 L • LAS ON �r r . 1- MR- 82 10• JON - 62 OA- JURY -*2 DRAWING NO. 92142c 6 r 11 1/2' WATER AND STREET SE FIRST FF = 162.7 BSMT FF = 153.9 r FIRST FF -- 138.8 • 1► ,� BSMT FT = 130.0 • . e CLIENT CO #A1 11 LF, 6 "P co# . •l._. •• _04 ••• ✓v 4 LF, 6 • 93 LF, 8 "PC METER FRVICE ` w•• 5' MIN _. ► J ar - 1.o - , asap •••• wo - � 18" MiN• SEPARA 1 -6" 22.5 MJ- t CO #B A110 •r • WATER ME TER TREfT SERVICE 1- I: "x6 "x6" TEE. MJ 6" VALVE 6" DI 1 -PRE HYDRA T ASS'Y ► NE E. MAI 1-J6" F .L6 "p PRINK VA •SS 1 2 PE l -8° 90, MJ 1 -I FIRE H •ea••"."- • • w • • •••• • • ••• • • •••••••••••••••••• 1 0 20 H 1 , •• -.l j , 1 i , i r / , I 401050 tc • • sAD AND TAF (3 !r r r I , CONNEC • 4A 1 EX -6 F 1 -8'4 G • • • • • • - i M • • ♦ 1-6 L . � 0 ' ��6 45.MJ r� ar e -M H #6 1 CONNECT TO EX. MAIN 1 -8 FCA FIELD VERIFY CONNECTION LOCATION • ......• .. OM,. . ••••••10 ..• e. • • •••• • • • • •• • • • • 1 1 I/2* WATER METER 6 DI• AND STREET SERVICE 'TYP 3 PLACES) 6 Of FIRST FF = 177.0 - BS) T 8.2 PMIG PATk 25.5' 18 MIN. SEP AR AT10 1-- 6" - TEE, MJ '. • C FIRST FT" ->s 142.5 BSMT FT ' 133.7 ••NINNY. • RINKLER/DOUB LVE ASSEMBLY • 18' MIN. SLPAR A 11ON ! I1 6 x6 xfi TEE, MJ • SCHNEIDER HOMES 6510 S4fJTN^ENTER BLVD, SUITE #1 WA TUKW /l.A, WA 98188 248 -2471 1- FIRE HYDRANT A55'Y \ CO #C PATIO Ss •r• • • I_ • • ...•. • • • 0.. • • L CU FROM• MAIN . TO METER (TYP) .,...o.,,.,....,..... •rn"..••••••••••41•10•........, I ••R ",c8'x6" TEE. M 'w/ PLUG Arm 2 THRUST BLOCKS 1 1 1 1 L. as ra .• . ••• J CO #E FIRST FF H 164.7 BSMT FF z 155.9 a ss - SS 127 LF, 8" PV CO #E1 • .... VV - ASS'Y : 17 LF, 8" PVC - :• Ire #4 9. z' ... _1_6" TEE:, NJ.' I -6" 90, MJ R rn ,13 LF, I #. _..:..._ SS 13'7 1F', S ss n AU( TREF'T A SERVICE SADDLE AND TAF' ( •.•MID•• ....••• •1•.•• ....•M.••_••,s •......i E)SMT FF :r 168.2 PATIO P O 1 -6" TEE,MJ • FIRST FF = 141.0 BSMT FF - 132.2 FIRST FF a 177.0 1 _ 26' -4 -e• 90, RuJ 1 -6" 22.5', MJ !/ 1) f • • I H • !I I ` 11 I • � , 1 r A ,! 1 f , } co'ANtrr' TO Ek •+AAP • - 1--8" FCA 1 1- 8" GV, FLgMJ• FIE:LQ L _ CONNECTION L0 AT `I tA. L .. 1 # 1 , t r (j) -8 90, MJ • ss . • • ••••I • •••••• • • ••••■ • • J..•• • • • MH #2' • •m• • • SUBMITTAL SET 2 NOT APPROVED FOR GOI3STRUC',CY{TN UAI'rII, APPROVED BY CITY OF Ti3K4YILA R ,_Ake ! RESHAPE CHANNEL TO 1 r 1 PROVIDE SMOOTH TRANSITION 1 SEE SEWER NOTES 13 LF, 8" PVC r -1 1 24 IF, 6 "PVC REVISION CHANGE W ADO THRUST WAX! & 2$1+ VPRINKUB/600611 MCI? VALvE A- 'OLY WIT E /F1/F2 TAPS, R£LCiCATE PI'S, M D INSET A, ADJUST IN IUGATI S Atm 2 -R" Gv WADI OF BLDG • C' PER CITY(S4&LAruuEvA) 81.00 Fl & e SERACE. ADO CO PIA it E1 RELOCATE l thG IT FIv TO EAST SIDE Kr- 'it 4' /D A Si I V SE 1k g =12.9/4 . Z 14/6- (6 5:, 7 A2 Al F2 [-1 L F1'A F1 A CSS U CO# EG UZ; 6Z OC LZ 9Z GZ CZ Ze. 111111Ii 111111 ' 11111111ii'Ili IIIIIMIIMIIIIIIIIII IIIIIKI 1111104 f 'r: r f;f f � y f sr-fi si X5{+! 1111111111111111111111N111- .1MI"' 1111 I I 3 NOTE Xf the microfilmed docucaent in less clear notice, it is due to the quality of the prig# nal I I I I I 11 } iIi.I) II (IIIII II II1Il 9 „ 10 11• "MN G RMMI' 12', than this document. 1111111 MI SEWE-R INVERT TABLE Ex 123.5 123.47 116.66 6.8 - 8 33 DI 1 125.2 129.4 120.15 9.3 0 134.2 135.2 126.25 8.9 8 15 PVC 2 123.2 128.2 120.31 7.9 6 13 PVC C 135.8 134.2 122.62 11.6 143.8 14;4.60 137.66 6.9 6 60 Di 153.0 154.2 146 7 153.8 156.5 148.90 7.6 155.8 155.4 148.42 7.0 6 68 PVC 18.7 1 1 5 7 5 2 . . 2 0 168.0 161.10 6.9 155 149.06 5.9 8 63 PVC 1.00 6 10 PVC 18.5 157.6 155.8 150.90 4.9 8 64 PVC 1.00 152.6 154.0 149.69 4.3 6 68 PVC 19.6 166.4 1 68.0 163.00 5.0 178.4 178.40 170.64 7.8 PVC SS .wir *woe ammo alma Kemp, mown mmms wows era PVC LEGEND RIM/ DEPTH DIA LENGTH SLOPE Li\ NOTE: BUILDING FOUNDATION FOOTPRINTS AND LOCATIONS AS PROVIDED BY ARCHITECT/OWNER. SEE ARCHITECTS SITE PLAN FOR FOUNDATION FOOTPRINTS AND LOCATIONS. 9.98 25.4 1.00 1.50 2.00 1.00 2.38 1.00 28.0 14.5 19.5 PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER UNE PROPOSED FIRER OW WATER LINE PROPOSED DOMESTIC WATER SERVICE EXISTING WATER LII4E PROPOSED RETAINING WALL 2" WA ILR METER SEWER STUB W/ CLEANOU T TO GRADE WA VCR STUB P1V a RISER ASSEIviBLY PER BUILDING SPRINKLER FIRE PLAN BY OTHERS SPRINKLER/DOUBLE CHFLCK VALVE ASSEMBLY THRUST BLOCK DUCTII IRON PIPE COPPER PIPE POLYVINYL CHLORIDE PIPE 10604 NE 38tI, PLACE, SUITE 14 F12 EXISTING MH, SEE NOTES IN, WEST EX MH TO #1, CROSS WALL IN ACCESS ROAD #1 TO #D, CROSS STORM EAST SIDE OF' BLDG D #1 TO #2, CROSS STORM SEE SECTION C-C #2 TO #3 SEE SECTION C-C #3 TO #C, CROSS STORM EAST SIDE BLDG E #3 TO #4 SEE SECTION C-C #4 TO #5, CROSS STORM SOUTHWEST OF BLDG C EAST SIDE BLDG B EAST SIDE BLDG B IN PAVEMEN #7 TO #A2, CROSS WALL SOUTHEAST OF BLDG A #A2 TO #A1 EAST SIDE BLDG A SOUTHWEST OF BLDG E #8 TO #F2, CROSS H20/STORM SOUTH SIDE OF BLDG F2 TO #E1 SOUTH OF BLDG E SOUTH SIDE OF BLDG E SOUTHEAST OF BLDG E #F1A TO #F1, CROSS STORM SOUTH SIDE OF BLDG F1 TC #c awnterio4 USE RECORD DRAWING • • KIRKLAND, WA 98033 ENGINEERS • PLANNERS • SURVEYORS RECEIVED TUKWILA PUfiLIC WORKS \ 92142 CRYSTAL DWG D. R. S TRO NG Consulting Engineers Inc. (206) 827-3063 1-800-962-1402. FAX NO: (206) 827-2423 V DATE t 2/22/91 2 4/1/91 3 • :Jt1i. -93 REVISION POO BUILDING /GARAGE /CARPORT ROOF DRAINS CONNECT WEST WALL DRAIN TO AREA DRAIN, AD.) "EXIST. ` TO INVERT TABLE MULTIPLE STORM DRAINAGE AUGtI*ENT REVISIONS $, = 11•.r /�3i0(� Ws�r T7 amt _ SCALE AS NOTED SHEET 3 OF 7 TO C8 #19E PROJECT • FINISHED GRADE -� 11II} {- °I1 - 11 -. 11 =11 1=1= 1= - 18" AKIN. COVER •.. ---- -- e' STORM LINE 12" MIN. CLEARANCE 6" WATER LINE 18" MIN. CLEARANCE 36" MIN CLEARANCE CROSSING DETAIL N01 TO SCALE sslse00137r 6" SEWER LINE • • r • r ut. •• owe ,•. ems •••,••,••• STORM DRAINAGE PLAN CRYSTAL RIDGE CONDOMINIUMS 6211d AVE S SClNWOOD BLVD, TL/KWILA, WA t -,' v.: ^:Y.t ..,.r'r'Y . t�li��+ <:c i3r" 1 FIRST FF = 177.0 _ .L _ _ _1_1-- aCe 03 1. ____ - I a•• TYPE z 1 ---- -- r CB i AD X130 • I #24 •••••••••10.,••• •••••1111"" I FEr.• "' �_ �-- -'-'S ,-10 i r _ -__ AD #38 i { A 7RST FF' = 162.E = �L P An BSMT FE 15:.9 o �.-_____.. � 1 .. D 28 h rat. 2 • � iw eta ,z_ -tyPE 2 • !, 1 • • 1 AU PA11OS ARE CANTILEVER I 1 • ] . , DECKS (WP) B FIRST BSMT ii FF = = 138. 130.0 8 I 2' to AD 1 J00 _..� �.. -_•11 . pArdr J _ G CB #32 i d , _.•.�.�...��� • 2: t .._ .1010 1010 •....No S - SS -- `` , F•",..- -Z21 -. .. 'P1 , li CB #3701.°• { L 6", TYPE 2 01 • •mss 1\14 '11, 41t. CB #8 12", TYPE 2 tu,�+ -ms' AD CB #7 L1 Prno 1 ROCKERY TO REMAIN • f ' ---r- g °. rrP� 1,/ CB #40,-- -� , CB 039 1 ,SL0 CRO`4I4G i' n ET • • • CB #17 12 ", TYPE CB #15 •• •• PAno ' •d•" • 1 •• • • _2=7771 r 12". TYPE 1 • • ••••. • • ,••■ • • .p•„ • • i. "ice q �. - a.'1a: :1✓� 13 X .. ..0 _� -.: - . - II t } i AD._5 PA kI \. 5g •`1,2 - - reB ' 441 • \''.,. '• - N , . .� - , • ' ►- C FIRS1 FF = 1 42. BSMT FF = 133.7 60", T 'Mt 4 -ss- • • M••.. • •■••• 0 . 000 .:00•10,1000.0.0.4 CLIEN7 SCHNEIDER HOMES, INC 6610 seurKCEnIrER BOULEVARD SUITE # TUKWILA, WA 98188 248 -241 FIPS f; FF 8SI.1 FF - 168.2 �l j PA?i0 j \ i _ #10 -- Ap Ap ?1 N CB #5 12 TYPE 1 •• 1001•••••...x.•• \ REMOVE ROCKERY TO PROPERTY UNE •.•-•• ?min 'Er Ss CB #42 ss 1 CB #18 i CB #4- • - 9.9' ROCKERY TO REMAIN •••• i • q••• . • ••• • • ••••1• • • ••••• • • MOM., • • •••.• • • .1001 • • •••••• • �. L• .J FIRST FF 164.' BSMT FT -- 155.9 B i - SS--. CB #5 AD #49 I CB #5 1 J AD #52 111 110 1. 1111. r_...._ 1_L : �:_': _ _ + _ 10- Ow AD #14 D FIRST FF - 141.0 91 H? = 132.2 REMOVE ROCKERY TO SOUTH PROPERTY LINE 9 -, TYPE z CB #48 CEO - _ .1 eeB #43 {. . ••.•.••••... .••,.....• ..• •• •••••••1•••.._..•000111%.• FIRST FT = 17'.O 13SMTFE. 16Ft2 LCB #44 AD #•47 a. J A PATIO D - L _. ] n a i .•• 1 .•• ( 1 1 ! : J. i - - -• S a_ L %f / � B 12`, TYPE 4 7 // CB i 1 2 . TYPE 3 / / CB #2 r 12', TYPE 2 • 4 ; CB #56 I / ' ._* 10' ,t- lu' ; • 1 U . -EX. ROCKERY STORM DRAINAGE IN VER T TABLE INV INV CB I TYPE ELEV. IN OUT 10 AD 128.80 126.12 126.12 - - -- 8 1 128.80 124.87 124.59 SMSOG 7 II 129.80 123.87 123.87 MH3OKC 5 II,130.20 123.23 123.23 MH3OKC 6 1 129.30 124.43 SM5OG 4 II 133.00 123.03(S) 123.03 MH3OKC 123.36(N) 3 Ii 129.50 122.08 122.08 MH3OKC 2 I 122.20 118.18 118.18 9450G 1 I 120.87 118.12 118.12 SM5OG 13 1 142.00 138.25 SM506 12 I 140.00 135.28 135.28 SM5OG 11 I 123.00 124.96 124.96 SM5OG 14 AD 138.00 133.02 30 AD 158.20 154.81 24 CI 152.40 149.03 149.03 SM5OG 22 II 143.00 136.68 136.68 141130K 20 II 145.60 136.11(W) 136.11 141130K 142.60(N) 17 II 142.90 134.86 134.86 141130K 15 I 137.70 134.67(N) 134.67 SM5OG 135.00(W) 16 AD 137.30 -• - -- 135.22 18 I 146.70 143.63 SM5OG 21 AD 147.50 145.50 23 I 139.80 136.80 SM5OG 28 AD 153.20 151.20 - - -- 26 1 153.00 148.91(W) 148.41 SM5OG • 148.41(N) 25 I 149.50 146.50 146.50 SM5OG 29 AD 164.00 162.00 RIM 38 AD 176.50 174.08 37 I 173.90 171.38 170.08 36 I 170.40 167.33 167.33 32 I 165.00 161.98 161.98 31 I 164.06 160.44 160.44 33 I 172.60 170.60 55 AD 178.20 176.20 54 I 173.30 170.30 170.30 SM5OG 53 I 169.50 166.50 166.50 SM50G 50 1 169.50 165.36 165.36 SM5OG 48 1 163.70 160.70 160.70 SM5OG 45 I 164.00 160.42 160.42 SMSOG 44 I 152.00 149.00 149.00* SM5OG 52 AD 178.20 176.20 51 I 1.73.00 170.00 170.00 SMSOG 49 AD 164.50 162.50 47 AD 176.20 174.20 - - -- 46 AD 166.10 164.10 164.10 SMSOG * F FIELD VERIFY SUBMTAL E NOT • APPROVED : FOR CONSTRUCTION 7,1srra, APPROVED BY . CITY OF TUK LA LID PIPE PIPE PIPE SLOPE TYPE DEPTH DIA LENGTH TYPE % COMMENTS 5M50G. SM5OG SM5OG EXIST 2.68 SW OF BLDG 0 8 125 3 1.0 FROM 10 TO 8 4.21 SE OF BLDG B 12 15 2 4.8 FROM 8 TO 7 5.93 SW OF BLDG C 60 127 4 0.5 DET (7 10 5) 6.97 SE OF BLDG C 15 33 2 0.6 FROM S TO 4 4.87 SE OF BLDG C 12 8 1 15.0 FROM 6 TO r 9.97 E OF BLDG 15 153 2 0.6 FROM 4 TO 3 7.42 SE BLDG D /FROP 12 13 3 30.0 FROM 3 TO 2 4.02 SE OF BLDG D 12 13 2 0.5 FROM 2 TO 1 2.75 SE OF BLDG D -- IN ROAD 3.75 NE OF BLDG D 12 33 1 9.0 FROM 13 TO 12 4.72 NE OF BLDG D 12 43 4 24 0 FROM 12 TO 11 3.04 SE OF BLDG D 12 12 4 24.0 FROM 11 TO 3 4.98 E OF BLDG 0 6 27 1 36.0 FROM 14 TO 4 3.39 NW OF BLDG A 6 36 4 17.0 FROM 30 TO 2.4 3.37 W OF BLDG A 12 65 4 19.0 FROM 24 TO 22 6.32 SW OF BLDG A 12 113 2 0.5 FROM 22 TO 20 9.49 SE OF BLDG A 12 26 1 4.8 FROM 20 TO 17 8.04 NW OF BLDG B 12 19 3 1.0 FROM 13 TO 15 3.03 E OF BLDG B 12 90 1 12.0 FROM 15 TO 7 2.08 E OF BLDG B 6 18 2 1.2 FROM 16 TO 15 3.07 NW OF BLDG C 12 112 1 7.8 FROM 18 TO 17 2.00 N OF BLDG C 6 49 1 19.2 FROM 21 TO 20 3.00 NW OF BLDG L 12 24 2 0.5 FROM 23 TO 22 2.00 SW OF BLDG A 6 121 2 1.9 FROM 28 TO 26 4.59 SE OF BLDG A 12 16 4 11.9 FROM 26 TO 25 3.00 SE OF BLDG A 12 26 4 15.0 FROM 25 TO 20 2.00 NE OF BLDG A 6 60 1 22.7 FROM 29 TO 26 2.52 NE BLDG G 6 37 2 7.3 FROM 38 TO 37 3.02 E BLDG G 12 37 3 9.6 FROM 37 TO 36 3.07 SE BLDG G 12 51 2 10.5 FROM 36 TO 32 3.02 N BLDG A 12 24 2 6.4 FROM 32 TO 33 3.62 EXISTING 6 126 2 1.8 FROM 33 TO 36 2.00 SW BLDG G 2.00 NE BLDG F2 6 34 2 17.4 FROM 55 TO 54 3.00 NE BLDG F2 12 33 1 11.5 FROM 54 TO 53 3.00 E BLDG F2 12 76 2 1.5 FROM 53 TO 50 4.14 W BLDG Fl 12 30 4 15.5 FROM 50 TO 48 3.00 NE BLDG E 12 14 2 2.0 FROM 48 TO 45 3.58 NE BLDG E 12 58 4 19.7 FROM 45 TO 44 3.00 - - -- SE BLDG E 2.00 NE BLDG Fl 6 36 2 17.2 FROM 52 TO 51 3.00 NE BLDG Fl 12 32 1 14.5 FROM 51 TO 50 2.00 N BLDG E 6 28 2 6.4 FROM 49 TO 48 2.00 NE BLDG F1 6 45 1 22.4 FROM 47 TO 46 2.00 SE BLDG Fl 6 48 1 7.7 FROM 46- TO 45 LEGEND L 0 CATCH BASIN, TYPE I CATCH BASIN, TYPE II CATCH BASI14/ 1 REA DRAIN CATCH BASIN /AREA DRAIN ROOF DOWNSPOUT AND CLEANOUT W/ 4" T1GHTLINE ADS TO CATCH BASIN/ AREA DRAIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAIN LINE EXISTING WATER LINE PROPOSED FIREFLOW WATER LINE PROPOSED DOMESTIC WATER SERVICE PROPOSED SANITARY SEWER EXISTING SANITARY SEWER PROPOSED RETAINING WALL 10G04 NE 38t1 PLACE, SUITE 101 KIRKLAND, WA 9803.3 ENGINEERS • PLANNERS • SURVEYORS DRAWN DATE 18--JAN -91 CHECKED Fl?: :921 CRYSTAL.DWG A R STRONG Consulting Engineers Inc (206) 827 -3083 1- 800.962 -1402 FAX NO: (206) 827 --2423 DRAWING NO. 92-142.6 • .. .. •� , P 4 � .'� ^ ._.1 . .. ,r. f 1111 • ° 111+1" "}� •t'1 �!8 _ ..,rte. 1111 .� .. .zr`�{_. • ..�'._ - .. 1 III III 111111111 1111 1J111i1111.1111 111 X11111,1,{},1 0 isms INCH 1 2 f 3 {( 1 taC1 ) 9Z SZ to ' EZ ZZ I% oz 64 81 liiil1i1111114111111k t111/111I 11 '1111 Hal 111u1.I,II11 5 J 1 7 r n 1:r ^l 't,..4 T . ..,�.�'.._ ±r .f' -,� },ftyc• � .� � f. �rs � ._ ✓,. fi r; S 6 7 If the micrafii ed document 1s i, as clear than this notice, it is dus to the quality of the original document. LI 91 GL +rL CI zt LI Q 6 11111111 111 { 1 11 1111 11 'r;