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Permit B95-0130 - THE PEAKS AT TUKWILA - PARKING GARAGE
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. B95 -0130 The Peaks at Tukwila 15340 Macadam Road South 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 16,28 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. CERTIFICATE OF OCCUPANCY CITY OF TUKWILA ' 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 981813 ti THIS CERTIFICATE ISSUEDPU'RSUANT .,TO THE REOUIREMCNTS OF SECTION 10.9 OF THE UNIFORM BUILDING CODE ''tCERTIFY:ING ; THAT AT'THE TIME OF TSStUANCE THIS.eSTRUCTURE, WAS IN COMPLIANCE WTTH'THE VARI.OU_S .ORDINANCES OF T,HE CITY. REGULATING BUILDING CONSTRUCTION OR USEAND ALL'=''`APP'LICABLE ,CITY' FIRE CODE:: FOR ::THE FOLLOWING: Tenant: THE PEAk'ti' AT TU :WILA _ ,No B9.5' -0130 • . Building Add,r�es. 15340 MACADAM RD =S Par c l # 1 157 0 -Oc 32, M . Oc 'PRIVATE - GARAGE' Occupant4Lo 128 Occupancy Group. �,8- 1'/B. -2 Type of Co,nst I -F.R. C4 STRUCT,•AN ;UNDER BUILDING PARKING GARAGE•:``, B L / OFFICIAL DATE THIS CERTf MUST BE CONSPICUOUSLY Pi: ?',:TED ON T HES PREMISES • City of Tukwila t, (206) 431-3670 Units: 001 Buildings: 001 Fire Protection: SPRINKLERED:, UBC Edition: 1991: Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95-0130 Type: B-BUILD Category: NAPT Address: ,E ,.MACADAM RD S Location: 15 Parcel #: 115720-0222 Zoning: RMH Type Const: I-F.R. Gas/Elec: Wetlands: Water: N/A Contractor License No.: BULLOCC086B2 Status: ISSUED Issued: 02/20/1996 Expires: 08/18/1996 Type of Occupancy: PRIVATE GARAGE Slopes: Y Sewer: N/A TENANT SUNSHINE RIDGE CONDOMINIUM IS34O 1:5264 MACADAM RD S, TUKWILA, "WA OWNER RSA ASSOCIATES Phone: 206 524-4846 C/0 MARK GOLDBERG 4038 NE 58TH S, EATTLE WA 98105 CONTACT LYLE N KUSSMAN Phone: 206 861-7200 PO BOX .1705, BOTHELL WA : 98041 CONTRACTOR BULLOCH CONSTRUCTION CORPORATION Phone 206 324-1314 2323',E;ASTLAKE "AVE E #41,0.,, SEATTLE, 'WA 98102 98188 *************ir********4*********'*****************I*.*.****•k********* *** Permit Descr,i'ption:. CONSTRUCT AN UNDER BUILDING PARKING GARAGE. SETBACKS. Back: Right: r..'o n t Left. .0 Valuation: 401100.48 ,Total Permit Fee 2',803. 73 **************fir***********•loft*** k****** • Permit Center,, Authorized 'Signature Date' I hereby.r'certify„that I have read and "`exarnined this permit';; andknow the same to be, true and correct. All prov i s i ons`;of law and ' ordinances governing this work will be compl ie.d with,' whether specified herein or not The granting:.of this.,per.mit does not 'presume to ,g'ive,.authorto violate or cancel the provis.i.ons of any other state or loca�l.;::;laws r.'egulating construction or..the performan'ce.of work, ;:,,I=,`am author'.ized:=to sign for and obtain this building permit. Signature: i?SA. SLR Date: ,Ti t.i This permit shall become null and void ifthe 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. L,_.� ,-_._ _ -.. _,-.- ...__.._ -_. ___...._ .-- �...._._..- �.... ,._,.`...�.,....�..�.._ ,....._,.. -_..._ _.._ ..,......,ter.... --•- to the best of the inspector's " e dge', i n conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 13. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 14. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 15. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 16. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 17. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with .-.• recommendations given in the roils report. 18. All construction \ die done in conformance wi approved plans and requirenllYtts of the Uniform Bulldin ode (1994 . Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 19. Structural observation shall be provided for this project. ; Arch i -teet- or engineer responsible for the structural design 7 shall submit a written statement to the Building Official in accordance with . UBC - Sec. 307. 20. Notify the City of 'Tukwila Building Division prior to . placing any concrete. This procedure is in addition to any requirements for special inspection. a 21.. All wood to remain in placed„_c oncr-:et.e.._shai l be treated wood. ' 22. Validity of Permit. The issuance of` a perm ; it or approval of plans, specifications, and = 'computations ~shall ";not he con- strued to be a per, ml.t for, ; or, ; an approval of`,. aany�_.violation . of any of the : ,..prov •i's i ons of.' the, building code or -.of any . other ordinance:,`of ,tile , •u:r"isd;ict:ion. .s .No *O pr esum,ing to �`;,r give author• ,violate: or cancel e provisions cif• th .. Ay , i code shall :; be valid:., . ` . ,;. << ' y . th ; „ ,` ,,.! = �9 1 '• "` 2 There. shall be na . accupaiicy . of� y the buildi tih,Ci_1`'�ithe,;us:, . 'final : inspect'ion has,been coirip by the Tukwila Bui 1 Inspecrtor �, 0 , 0 at . \y> 24. Remove', 'concrete`, s;tone f•n f can— � � ' I crete „ , , . i ty � ,<�, dY r1' \�Ha ,`;concrete patios,, masonrty. ls, garage f loor;s dve �1,� I .waysand s•imi "lar' structu a.nd� "ll.....l:oose miscellaneous materi`al . Properly cap' san:i. seWer and water con •;. , ;r �,.�l < I t ians properly f i l,l,d.or •.Wise protect•• -a.I 1 basements i � ,t v d . � g celrlors,, septic tans, 'wel�ls an'd sot r er excavations. F > r 25. VENTILATION` ISM REQUIRED FOR .ALLY NE:W :ROOMS AND SPACES OF N . I OR EXISTING BUILDINGS IN"'CONFORMANCE'� WITH tiE UNIFORM;, em ;CODE •AND- THE..:WA} HTN,GTON STATE wVENTILATION AND T..Nti;.;:�t;z� l ; 3 BUILOING INDOOR AIR,,.,OUALITYY. CODE,j 51 13,..WAC ?, z• , '� kif * ' 26. .A CERTIFICATE OF OCCUPANCY.. WILL'��,BE REQU.I�RED•iFOR THIS,: if s. i . °' S PE ,t .. f l s t • S V Y .S tr ".. \�., `, ''' ` rr £' ,_{ 't': ^.Sbf> P r / ( iiic./ 1 kkA•r\ c. I f . p • , fi t 0 h &' ,( ,^ , • 21 F try e ''' 4'0' � 1, • ` \ Y: J l w " r , y �e .`t 5� t 'ti ,i; r � ' "* y ' fir, .... .. • •r4 ,., ii f", ,„s ~ � ---It CITY OF TUKWIL( - ` / r �= ° Department of Cornmunit Development – Permit Cent b = 6300 Southcenter Boulevard - #100 Tukwila W A 98188 111 1908 0 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAM NUMBER a un1) ne i t e BUILDING PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 - DESCRIPTION .:':: >. ` 'AMOUNT' RCPT:'# �� L. �` l BUILDING PERMITFEEMi PLAN CHECK PLAN.CHECK FEE> - NUMBER 1j . l 3(i BUILDING SURCHARGE '' . APPLICATION MUST BE OTHER FILLED OUT COMPLETELY SI} s ? �[�RESS SUITE # VALUE OF CONSTRUCTION - $ r� Macadam Road South Nei •( Q') PROJECT NAME/TENANT ASSESSOR ACCOUNT # Sunshine Rid e Condominium, Parking Structure 115720 -0222 TYPE OF X New Building Addition 0 Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct a under building Parking Garage, Type I F.R. BUILDING USE (office, warehouse, etc.) Accessory Parking, B -1 Occupancy NATURE OF BUSINESS: Accessory Parking WILL THERE BE A CHANGE IN USE? 0 No Cg Yes If Yes, new building requirements may need to be met. Please explain: Vacant land to developed project SQUARE FOOTAGE - Building: 20,718.66s. Tenant Space: n . a . Area of Construction: 20,718.66 s . f . WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? X No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: X Sprinklers 0 Automatic Fire Alarm System PROPERTY OWNER RSA Associates PHONE 524 -4846 ADDRESS 4038 NE 58th, Seattle WA ZIP 98105 CONTRACTOR Not Available at this time PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT Kussman Associates, Lyle N. Kussman, Architect PHONE 861 -7200 ADDRESS PO Box 1705, Bothell WA ZIP 98041 -1705 I HEREB..Y; CERTIFY:: THAT:I :HAVE READ; AND EXAMI ED.: <:THIS: >AP .LI AT) '>A D;:.KNOW:? :HE`: AME <T <: : :BE TRUE AND` C E ORR : AN .� CT D A UT i M HOR ZE T A PAL :.FO E BUILDING OWNER SIGNATURE ` DATE OR • /.. - April 28, 1995 AUTHORIZED PRINT NAME Lyle N. ussman, Agent PHONE 861 -7200 AGENT ADDRESS PO Box 1705, Bothell WA CITY/ZIP 98041 -1705 CONTACT PERSON Lyle N. Kussman PHONE 861 -7200 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architectengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. II you have any questions about our process or plan submittal requirements, please contact the Departmen of Community Development Building Division at 431 -3670. • DATE APPLICATION ACCEPTED OF TUKWIIA DATE APPLICATION EXPIRES / c - C/ '"APR 2 8 1995 -95 i ancs PERMIT CENTER GENERA 1102.73 CITY OF TUKWILA, WA TRANSMIT GENERA 2263.63 ' TRANSMIT Nudber: 94002197 Amount: 1,102.73 04/28/95 11:52 CHECK 6937.14 Payment Method: CHECK Notation: RSA ASSOCIATES Init: SAO alma: 0.00 _D Permit No: 095-0130 Type: 11-6UILD BUILDING PER ' COuti Parcel No: 115720-0222 Site "Address: ig..4g, MACADAM RD S Total Fees: • 2,803.73 This Payment 1,102 .73 Total ALL Plats: 1 , 102;.73 Account Code Description Amount 000/345.830 PLAN CHECK - RES 1,102.73 " CITY OF ruKwILA. WA C14. C3 TRANSMIT *A**A*4.—A*Aic***11:4**A**A, A *Agi): - 1RANSMIT Number: 96003660 Amount: 1,701.00 02/20/96 15:47 Payment Method: CHECK Notation: R.S.A. ASSOCIAlE Init: SL11 --_'---- _--------..-----.-----.----_----_-_--_'-^^--------- ! . � Permit No: 095-0130 Type: B-8UILD BUILDING PERMIT Parcel No: 115720'0222 Site Address: MACADAM RD S 86340 Total Fees: 2,803.73 This Payment 1,7O1.O0 Total ALL Pmts: 2,003.73 � Balance: ' .00 *+.A+*.A+*a*^+*4k+A+******+****k*+a**.A*+***a*+a**+*ak+*+*+**^***a* Account Cod? Description Amount . 000/322.100 BUILDING - RES 1 000/386.904 STATE BUILDING SURCHARGE 4.50 _---.--.--^_---_-_--'-_----'~~----------_~--.---'--_-~_~-~'^-~- , � � // ' • aJA iVIMAA v ".4 ? 'Y: T!, VMMUsYA r li4216 ` e. . CITY OF TUKWILA Id: ACTP150 Keyword: UACT User: 1695 02/04/99 Activity Maintenance - Inspection Processing BUILDING PERMIT Permit No: B95 -0130 Tenant: THE PEAKS AT TUKWILA Statue: FINAL Address: 15340 MACADAM RD S Item Description 2r A PRE - CONSTRUCTION 4rnA OK TO OCCUPY 100rnA FOUNDATION FOOTINGS 200rnA FOUNDATION WALLS 300rnA CONCRETE SLAB /SLAB INSULATION 4000rnA SPECIAL- CONCRETE 4003rnA SPECIAL -REINF STEEL PRESTRESS 1400rnA FINAL - FIRE 1500rnA FINAL - PLANNING 1600r A FINAL - PUBLIC WORKS 1700rnA FINAL - BUILDING Select Inspection Item:. 2 .. (E- Entries A- Approved r- Required Inspection n- Additional Notations recorded) • Fl -Add item F2.Next F3 -First F5.Requests F6- Notations ENTER - Select ESC.Exit • iqt) T4/ • . . •■ . .. / 061(141970 ( LAND ALTERING 1 Permit No: PW95-0139 Issued: 02/20/1996 Status: ISSUED Approval Letter: 02/06/1996 ProjqR.5h RIDGE Expires: 08/18/1996 Addren1'1-6-2-00 MACADAM RD S St: LAND Location: 1 MACADAM RD S, NEW CONDO Parcel #: 115720-0222 Wetlands: Watercourse: Slopes: Y Contractor: License No.: TENANT SUNSHINE RIDGE CONDQMINIUM.,,., 1634(3 1.5eM—MACADAMWSTUKWILA-W,-98i80 OWNER 7-. RSA ASSOCJATO , -- 206 524-4846 CIO MARVB0CDBERG4038NE 58TH S, SEAfTC04,98105 .-,-1 -- ENGINEER BArmA48mmpEpGrNc ,.:.., 1 q ;.,, WRe:: (206)392-0250 . 100 fON*1 s101.3" IStAWAH WA 913027: m ,,, \'. CONTACT BA4/ft 00C?4BERGZSHUP.6.:HOLMBERG ' OhonAW20()392-0250 14/FRqN1% 'IS WASH 98027' * lt * * * A * * * * * * 14 V k ' lc . 40k ;k 11 * *** * A * lk`k. 4 i * * lc * * lc * 1; . •k * k . 14 kilt * 14' ....:.A,.. IC; kj.: ;; V \ Additionala 'scr iptron ) :. 6 I( .!:,-x. , 0 0 - ' LANDIAUTEMIG FOR NEW OpOo „,- APPROgi. E!ARTHWORt: OUAti.TITIES\''.SH(.1W14 ON SHT. Cl OF .07, 1500 1 C.AtTRIPPINGS - . .: : :::_ k . ...., , , ,,,, 4 1.',,.). • 30# 4Y. 'CUT ,...,. ,, 5p0p C.:' - ,.,,,..7'• .... .J.' ' -- ....„. . ., .-„,.. .. . . ; ' . . ' :i..''''' ''..A i r A . '1 1 Grading/F:ill (Yar:tis*.Ctit.;, '-, ';5000 1 . , Fillt: ',. 5000 Total:', .10000 - 7 , ---- ,. •, .:,, t A Permtt.fee• .-'' ', '.-/198/00 -'\ .: ,/ Account No 000/322:.100t l it.: , ■)' . ' 1 ....- ,_ .' ' ' • '. -- \ ' . • , 05 8 , ; 1) Plan ChecKiFee - '' Account No 000/::..Ay' Oher: --/:, . „.. '. ' , Account No 000/.386904q ,t t, . , Total es,: ( i. . ! . ': 2213.00 , : Va 1 u a t i on :.. . '. ;00f:'-z." **************** .; .I hereby cer,tAfyjhat r,have read and 6kaminedthts\permit anAL„kno,wthe same to be true an*cor rect. All proVisions:oflawand ordlnances governing this work will be\domplied witiv„ whether sPecified,,herein not The granting of this permit dde'S\not .00sum'e to give authority to viola,t*,..or canOel the provisions of ap*. or local laws regulating construction or the performance of W07 I am .author r ized to.sign'fo and obtairy;this Land Altering permit. Ttis,permit shall become null and void ifthe work is not commenced within 180 days from thedate.of. lf.,.,th'e work is suspended or abandoned to n a per io'd of 180 days from the .last inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR:OF.COMENCEMENT AND COMPLETION OF WORK AT LEAST 2 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433-0179. C .V 1 k z/25/9.4. Signaturelli Date: * kl■ lc* * lck* k *• * * * * 41 * * *** A** k k * * k*** * APPROVEDFORIssuANCEJJS Issued By: V144111/4 Date: Authorized Perm t Center Signature ***********************************kk**************kkk***************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 this project approved herein. Final Inspection Approved By: . P 1- • • • :... �: ,.!•:', . ,Z,:•,..r .:'..•& ti. t3 vy'+: Cf;G L" y. N ,rr:...n.:.....,.,..u..,.,...__ —.._._. »....- .,,- .. «..r..,..wn,,..c..m erAwalsatwM mn se- 4.n,,,....«w,,.aa...,.. .,..,..,>.... «ao nl+.t rrrfik5w.Imun . • ... ,..» „ . . • . • . . .: 1 (4 5) 0 . i)( , . . ' , tbit . 0 . • 0 • • ,, `�• �+ ,a • ° r' t k i � • • � rb � �, 0 If �w.S N Y 4 N Sr . y ci vu ur ki' �d 'a ' r . w .; • .. . t . . ,,,pe.::.;kke.;, 7 q 1.1—% t, . `�i, 1. . .. '^�. '' l °. . 6 ' �'/ • • i , • �J� � : City of Tut. Gila • 4°c 1 . PC -. q� -Q/ n . o \y Central Permit System - Engineering Division • • V :-; 1 - 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 - 0179 c. ., • iios r•: UTILITY PERMIT APPLICATION i5-IQ ;; PROJECT! ` S ite Address: ±-52434 Macadam Road South 'INFORMATION Name of Project: Sunshine Ridge Condominium Property Owner: RSA Associates Phone No.: 524 -4846 Street Address: 4038 NE 58th City / State/Zip: Seattle WA 98105 Engineer: Baima & Holmberg, Inc. Phone No.: 392 -0250 Street Address: 100 Front Street, Issaquah / WI. City /State/Zip: 98027 • • Contractor: Not available at this time Phone No.: Street Address: • City / State/Zip: King Cty Assessor Acct #: 115720-0222 Contractor's License #: Exp. Date: ;PERMIT:$1; >11 ❑ Channelization /Striping /Signing Sewer Main Extension $(Private ❑ Public :REQUESTED = ❑ Curb Cut/Access/Sidewalk a Storm Drainage '' ' "'' "'`' ... 0 Fire Loop/Hydr. (main to vault) - No.: — Sizes: 1:8( Street Use • ❑ Flood Zone Control IX Water Main Extension (Private ❑ Public ❑ Hauling • ❑ Water Meter / Exempt: - No.: — Sizes: 21( Land Altering . 7,1n n cubic yards Deduct ❑ Water Only ❑ 1st Landscape Irrigation X Water Meter / Permanent - No.: _2_ Sizes • " ❑ Moving an Oversized Load ❑ Water Meter / Temporary:- No.:_____ Sizes: Est. start/end times: Estimated quantity: Date: Schedule: X Sanitary Side Sewer - No.: Two (2) ❑ Other: ;WATERjMETER: : :: : Name: RSA Associates Phone No 524 -4846 >REFUND1BILLING > <;; Street Address: 4038 NE 58th City /State/Zip: Seattle WA 98105 MONTHLY;<:::;:; < Name: RSA Associates Phone No.: 524 -4846 SERVICE ;i . BILLINGSTO..:..: ::: Street Address: 4038 NE 58th City / State/Zip: Seattle WA 98105 ® Water ® Sewer ® Metro ❑ Standby >: DESCRIPTION,::OF:; >PROJECT ❑ Single - Family Residential 1' Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: 28 ❑ Motel ❑ Triplex IFS Condominiums ❑ ComrnerciaVlndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School/College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: ® New Building ❑ Remodel/ Square footage of original MISCELLANEOUS;`; q g building space: r INFORMATION. `. Square Addition :. „,..:: :, . > Footage: 37,021 s . f . Square footage of additional building space: c King County Assessor's valuation of existing structures: $ -0- Valuation of work to be done: $70,000 ..0 0 : I: HEREBYCERTIFY HAVE >: READ.:; THIS.: APPLICATION.: AND: KNOW: THE :$AMETO Applicant /Authorized / Contact Person n Agent Sign. r-: /;,. .6......e.........-- •ri . - • S . Holmber• Print Name: Lyle /Kussm. Address: 100 Front St S nEC,tivtV Date: 4 -28 -95 Phone:clgN6 L4 Issaquah WA 98027 Phone: 392- 0750 Date Application Accept g, APR 2 8 1995 Date Application Expires: ID _ ^ p -o -- PERMIT CENT[; 04/22/92 d .fMkRqS "Yy!!.'%LSG:STRlPYLl 44W13'J. S4k +.+'w.+vwnwrt r+se. .• ' • I LEGAL DESCRIPTION • THAT PORTION OF TRACTS 22 AND 23, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 23, WHICH IS 220 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT 23; THENCE EAST, ALONG SAID NORTH LINE 4 FEET TO A POINT WHICH IS 224 FEET EAST. OF THE INTERSECTION OF THE SOUTH LINE OF SAID TRACT 22 WITH THE EASTERLY MARGIN OF THE COUNTY ROAD; THENCE NORTH, AT RIGHT ANGLES, 140.0 FEET MORE OR LESS TO LINE "D" OF A BOUNDARY ' LINE AGREEMENT RECORDED JANUARY 5, 1972, UNDER AUDITOR'S FILE NO. 7201050122, THENCE SOUTH 88'33'07" EAST ALONG SAID LINE "D ", 223.09 FEET MORE OR LESS TO LINE "C" OF SAID AGREEMENT; THENCE SOUTH 0'30'41" EAST ALONG SAID LINE "C " TO NORTHERLY RIGHT -OF -WAY MARGIN OF STATE HIGHWAY NO. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NO 5480008, RECORDS OF SAID COUNTY; THENCE WESTERLY ALONG SAID RIGHT- OF -WAY MARGIN TO A POINT SOUTH OF THE POINT OF BEGINNING, THENCE NORTH TO THE POINT OF BEGINNING. I IA >< ?AR GEt_ 4 115 720 - 0222 %..ity ui 8 uRwna . k DEVELOPER'S PRAECT WARRANTY • CASH CITY CHECK NO. • RELEASED BY: , FINANCE DEPT. �.. - �..,.�... a .. .......... ..... ,.,, .......... — . .... Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: — Developer send copies to: — Developer — Finance Department — Finance Department — Permit Coordinator, DCD — Permit Coordinator, DCD o Sri! `. • !, {! . ' i • / ' .' ii: • • � +( z "•; _�•. `.• •.••• •r u•.,MM/': der!+ ri". k: 4TWArS •nDf.t.. {OVIN ,S..tv'.: � :�..:.: ; ... « -`rvn .....,..,.,.. ,�r•,;.� «.. �'....... �..........._ .... .. ......_.... « »ww..n.`.�rru�. rrvaw. e«. -.........«. V._......,..,.._-_............. v...«..« n++ w, w.+r....,.. �.. � . «.._... . I • EXHIBIT "A" To City of Tukwil Developer's Project Warranty Request Form 1. Landscaping by The Highridge Corporatiion $39,000.00 2. Paving, Lakeridge Paving and J. Kane & Co. $9,589.44 3. Curbing, J. Kane & Co. $800.00 4. Sidewalk and Concrete Driveway Repair, J. Kane & Co. $800.00 5. Concrete walkway and stairs on utility road, J. Kane & Co. $2,400.00 6. Playtoy, N.W. Playground Equipment and J. Kane & Co. $3,049.00 7. Asphalt on utility road, 1200th, J. Kane & Co. $864.00 8. Driveway lighting, J. Kane & Co. $270.00 9. Finish fencing, J. Kane & Co. $3,000.00 $59,772.44 x 1.50% $89,658.66 CERTIFIED ACCURATE: by: It 1p • Barry F. Owen, President Foundation Development Corp. ASSIGNMENT OF SAVINGS ACCOUNT FOR VALUE RECEIVED, the undersigned assigns, transfers and sets over to the City of Tukwila, all right, title and interest in and to $ W1 65 8. 66 in Savings Account No. in Columbia Seafirst B ank, Main Branch. The City of Tukwila shall have sole power and authority to demand, call and receive said deposit and to give receipt and acquittance therefore upon presentation of a signed statement that Foundation Development Corp., Barry F. Owen, President, has failed to perform in accordance with the provisions of Permit No. B 95 -0128, B -95 -0129 & B 95 -0130 and the City of Tukwila. This assignment is limited to the principal sum only. This assignment is for the purpose of providing a performance guarantee with the City of Tukwila for E: igL►i'y t4 in4,"Tho u. so.44 5)g fl emigre 1Q ?pry Et 914 1- 66 1 ton , applicable to property located at 15310 and 15340 Macadam Road South, Tukwila, WA. It is understood and agreed that Seafirst Bank holds the certificate covering said account in its possession and agrees to hold $ $q (0 5$ . 66 until a written release of this assignment from the City of Tukwila is received or until the City of Tukwila Department of Community Development exercises its sole power and authority to demand or call the deposit. Release of this deposit will be in accordance with the rules and regulations adopted by the Seafirst Bank. Signed and dated at Mercer Island, Washington, this 2.0 day of February, 1998. Name of Company or Corporation: Foundation Development Corp. Address: 9725 S.E.36th, Suite 304 Barry F. Owen, President Mercer Is., WA 98040 Phone: (206) 230 -0236 By: . &41Ciggl e _c_ t _Riab lac rru QwelN Printed Name APPROVED AND ACCEPTED: The undersigned accepts the foregoing assignment and to host said account pursuant to the terms thereof: Bank: Branch: Seafirst Bank Main Address: 701 5th Ave., Floor 12 Seattle, WA 98124 Phone: (206) 358 -3058 By: (.�: a—' _ �. :6 r (.l) JC 6n' Printed Name APPROVED AND ACCEPTED: The undersigned hereby accepts the foregoing assignment of Account No. in the amount of $ in satisfaction of bond requirements of Permit No. B -95 -0128, B -95 -0129 and B 95 -0130. City of By: Title: Department of: Printed Name 1S!i RP.'T.' S:lXFMl:tlXC4Y.LL.� ...rr... FE -19 -98 THU 09:15 AM JEFF RICH 206 241 8123 P 02 FED 05 '90 05I53PP1 THE 1, RIDGE CORPORRT ( • . � D CORPORATION February 6, 1998 J. Kane and Company 3422 Belvidere SW Seattle, WA 98126 ATTN1 John Kane PROJECT: The Peaks at Tukwila SUBJECT: Remaining Landscape and Irrigation Dear John: As you recently requested, we have calculated the approximate value of the landscape and irrigation installation work within our contract that is not complete. That value is $ 39,000.00. If you have any questions or need additional information, please do not hesitate to call. Sincerely, THE HIQHR DGE CORPORATION Kick Laird, stimator Commercial Landscape Division ,.., LAn» • (4741 147.nQC1i • For (425) 391.3654 ..„ . , . . ..... . • • .• ••.. • • . • + ,• • ••.-N■•■ , • , + • , , , , • , .. . .. . FROM : PHONE NO. : FEE. 20 1998 11:36nm Pi FEE-19-1999 17:09 ( PITRIDRF PPUTNn cn. IIC ( .253 FIA R7OR P.M : 1 r.r..iVR ilia* .: . ;. . .. :. PAVING COMPANY .:, , Complete Site Development Controcts - 417mercial - Reeidentlal ' 1 4 1 111W 1 r 1 . .., . . TO: J. KANE AND COMPANY DATE: 1 18-Feb-98 3422 BELVIDEBEISW SEATTLE, WA 9026 TELEPHONE: 206-246-8542 i FAX: 206-241-0080 • . . JOB SITE: "SUNSHINg RIDGE TUKWILA ATTENTION: JEFF RICH TERMS: NET 4(.3 WO'S ' ' FROM : PHONE NO. : FEE. 20 1990 1i:36fM P2 _' Feb -20 -4R 11 :06A Nort( asst 4 ( P.02 0 NORTHWEST PLAYGROUND EQUIPMENT, INC. 1123 • 12th Ave. .\'. Suite B -1B Issatploh. Washington 9807 Phone: 201 -S13 -9101 or 800-726.0041 Far: 206-313.910J ! ,.. FORM Date ea• i • dill To /hiP..12: I r4cme: .0 Id fttdE a r' rve • Name: $Ire et: 1'ta SGL.J6 OfaC L La-i• Street: City: 50.4Ti‘ Cliy: SI: WA lip: 9 S I to 51: Llp: Contact: :3 - Dan) ICa „F.. Contact: Ph: 141. -• tir•'ia Fax Ph: Fax: • Purthoso Order 1: 1 Requested Ship Dote: (IN Model /Part ',Catalog Nom Description Price (ea) Price EAt { I Afs -doo.D ____ —..____1.11tH 1w4 —I ! -..o€ • c.noo:4. 1 -71 a- _1a -I 7 :_ So4•4.5 YcI....40J Kw.= t ac.Igi. I 1 I 1 AOS. gftO #P- #.00 1 ('1a -/.H t`l- .s.,d Sidi `fE4.a.p.) &1A •4 -4p3 a5J aSo r . ' I Ar'$- O3Yn A PS - I"• .,� Sw, ,J6.../ a Con�.trce...c rSti4-rsirr4 - 750.- " Sr) -• , 1 -- t i .S 4A 47Ura c a I 1 ” - I _ ; ty 193 _. .._________ _.._ i I . Totnl => • a` la.ofl . 1 • 3•ales Rep: OA R ‘.. v (exeiudia freight . instollofon R tnxas) • ,:o cre41 cord s plsnse We will cmmnute he■Oht IIhstnllnlrn.1m. nr1 nny other (*from ens contact You Etta to accessrtz I•••s3 pmts ' •n:rr wri,lan nurc:hnse order, other written confrmalion of your cider. Or your check For 5076 of the total win be repurea c: Iry : r place your order. Faience due cei reo &Dt �t merchor4ee. QUALITY COMMEKCIAL ANI) RESIDENTI,UL PL.IYGROUND A1Yl).VPr7RT5 EQI.IIP.N£NT ....:.... .. x... ................, ............:- .........,....i.. ......_...... ._...._. .n.....v'.. ,!m_.a. ..a.._i ., ..3.fv. i/.f.M'..'3.`.•.. ..•. i. .....«..... ....... ............................... ..- ......n............ .• J.KANE • / / // / / / � // 81 COMPANY 1/ February 23, 1998 Mr. Barry Owen, President Foundation Development Corp. 9725 36th SE #304 Mercer Island, WA 98040 Dear Barry: Enclosed are the detailed costs of the unfinished portions of The Peaks at Tukwila Condominium project, that will be finished after the Certifications of Occupancy have been issued. The total of this amount is to be bonded, at 150 %, per City requirements. 1. Landscaping The Highridge Corporation $39,000.00 2. Driveway and street repair asphalt Lakeridge Paving Co., paving $ 7,789.44 J. Kane & Co. Inc., preparation $ 1,800.00 3. Driveway curbing J. Kane & Co. Inc., labor /matls. $ 800.00 • 4. Macadam road driveway & sidewalk repair J. Kane & Co. Inc., labor /matls. $ 800.00 5. Children's playtoy Northwest Playground Equip. Inc. $ 2,249.00 J. Kane & Co. Inc., labor $ 800.00 6. Concrete walkway & stairs to Macadam road J. Kane & Co. Inc., labor /matls. $ 2,400.00 7. Asphalt on Utility road incline Lakeridge Paving Co., paving $ 864.00 Pager 1- 800 - 294 -5561 • 3422 Belvidere S.W. Seattle, WA 98126 • :t tk ....... ...........i........,..._'.n.t: ar >.,:nrcr.n %xvv.�k:.. >,..., .....�_..._..... w..........,.w.«.s n�unrr.x.,.a..d!ycWaC+±e+r O'swca.z :n:.nzNx...a,a........«..._.,._ ._.___.._....- _....,...+,..........,........ .....,...«* .wnw.....�.nw......,..�......._ Page 2. ' 8. Installation of lights on driveway Watts Electric Service Inc., labor $ 270.00 9. Fence Installation on South side of property J. Kane & Co. Inc., labor $ 3,000.00 TOTAL $59,772.44 BONDED AMOUNT (150% of Total) $89,658.66 Sincerely, hn P. Kane, Jr. President • ; r 'MAR 02 '9: 12 : 0 -- M TUKWILA DCD'PW City N4 Tukwila P.2 /2 FDC Founccton Dovdopmont Corp1 Foundation 1 Mort Cap. Suite 304, Globe Building, 9725 S.E. 36th, Mercer Island, Washington 98040 -3840 (206) 232 -3510 FAX (206) 232 -9879 JACK J. SPITZER, chairman BARRY F. OWEN, president ROBERT B. SPITZER, secretary VIA FAX AND MAIL Fax No.: (206) 431 -3665 March 2, 1998 Mr. Steve Lancaster Director City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 RE: B95 -0128 through 130: North Elevation of Building B Response to Planning Dept. Request February 26, 1998 Dear Steve: Thank you for extending me the courtesy of your call regarding my inquiry about the elevation of the north side of the five story structure of the Peaks at Tukwila. I am writing to you to respond to the Planning Department request that I bond additional work for the changes Mr. Vernon Umetsu has requested in his conversations with our contractor, J. Kane and Company. To make the changes that Mr. Umetsu has requested will cost approximately $4,000.00. I would like to emphasize that at no time during the hearings before the City Council was there any intent on our part to rework the north side of the building, which, at the time of these hearings, was completely sided. Furthermore, I'm told it was never detailed in any of the approved drawings by the City, prior to the installation of the vinyl siding, to have a separate color other than the base color of the building on this, our least viewed elevation. In reality, only the renters in the LaVista see this elevation. It is very clear that there was a difference of the depth of the north wall of the elevator shaft and the stairway walls extending to the north beyond the breezeway decks. This has been accomplished as drawn and without further need of a color difference to enhance the same. . , . a ..,: F L.': , . •, ,.: st , n•. esr.:: rnnau.. w• « . n.. n.•,.. ......._.`:.r..._... ....�- .... m6XP4YytOflSC'Rt1rMY'�'f3'K ^ w rntt.+ exertobav:: . ef w,...« w..,,.. w..,.., .......�.....«..,...q�ePwerrrw Marmeuw.mvw..,...... , ( Y` Mr. Steve Lancaster City of Tukwila March 2, 1998 . Page 2 I would also like to refer you to the comments made to the City Council by our contractor that he did not intend to remove five stories of siding to add outside corners in that this process would be very costly. He also informed all of us that the material was not compatible for use with Dryvit since the extruded parts of the siding were designed for vinyl siding only. I remember several council members asking for alternatives to modulate the west elevation. After an exhaustive discussion, they agreed that to change the siding did not seem practical for anyone. I take particular pride in the fact that the existing north elevation is far superior to the adjacent properties. I do not see any reasonable objection to leaving the existing elevation as is. I respectfully request your consideration of this matter and your administrative variance to concur with this letter. In the meantime, I will submit another City of Tukwila Developer's Project Warranty Request Form to cover the cost of both the siding and roof issues at 150% of cost which will amount to $9,750.00. May we please pick up our Certificate of Occupancy tomorrow morning. Thanks very kindly. .. F.'J::Y'.:c'. «'.r: i�:...•,.�..u:. ,: l::: n' w. J.. r.. wn: v.. r- a...��..wu- ...........,......_ ....._ _... .. ...., _._.. cat -em..x.Nilit�M.VL X75'. �i7j+ Y17:. y ..".:'. itS1' 1Sl itiT1' aT'!+? certY.+ Mc. eev..............., .......� «.,....�. rev nw�M[ .�tn.RNVM.A!vM+wN.v*w.+ C_ i EXHIBIT "A" To City of Tukwila Developer's Project • Warranty Request Form March 2, 1998 1. Roofing, EDCA Roofing $2,500.00 2. Siding, J. Kane & Co. $4,000.00 $6,500.00 X 150% $9,750.00 Certified Accurate: by: • , Barry F. Owen, President Foundation Development Corp. ...,...............:......:::,:. -:. .,w ;- , .:»:.;....• .......... ................ ... ... _..- .........: .:.,. a. ar-.*:;- : ir7.=:,^,. i5 *e'•t,Y7"'n2Cts:l'tt•.ra...n na., rn.•-.,,•....,-,.........-........._......._...._........... :.... n.. .»..m «...:....... MAR -02 -98 MON 13:03 / P.01 J.KANE • / & COMPANY March 2,1998 Foundation Development Corporation • 9725 S.E. 36th Suite 304 Mercer Island, Washington 98040 Attention: Mr. arr b y Owen President Reference: Peaks At Tukwila Final Roof Coating North Elevation Siding Change Dear Barry; Per our conversation this morning listed below are the additional items that will need to be bonded in order for our firm to complete this project to the satisfaction of the City of Tukwila. The cost for installation of the final roof coating for both buildings A and B of the Peaks At Tukwila is $ 2,500.00. This coating will be provided by the roofer within (6)0 sixty calendar days or sooner depending on weather conditions. This work will be accomplished by our roofing contractor EDCA Roofing. The cost for installation of vynil siding and dryvit combination on the north elevation of building B as discussed is $ 4,000.00. This work will be accomplished by J.Kane and Company Inc. • If you have any questions please contact me at 1 800 294 5561. sincerely j .hn P. Kane - resident Pager 1. 800.294 -5561 • 3422 Belvidere S.W Seattle, WA 98126 -.. .... .......: .:....................:.....r.. „ -.mn.> n.r, -.. Fri ....,w.rw.,..,.,,,......._.... ._..._........ .w.t•.n :�w.cmo:YSr.,...:iacYC.k t r X 7 : 3 : xtt7' MSa krJ: mex+ Yaun.. awr..,.«, w.+.., w.......:.___.--... ..........a.+n!tn.wrt +ne+en.x+.x a, . n«>tixeu.exwn.______... MAR -02 -98 MON 13:06 P.02 1.: IIFF•1•1 Fr'ta EJ' :R 1 . TO . IBC • — • � . r Marct 2nd, 1998. Mr John Kane 7. K & Cotttparty 5.27. Belvidere SW Seattle, WA 98126 800- 294 5561 Project: Peaks of Tukwila Final roof coating on Buildings A & B. Labor and Materials: S 2,500.00 Please call if you have any questions. lbanks, C �<tfail, 13tl1lifan0 l'r'. jt t I•ianager, ASSIGNMENT OF SAVINGS ACCOUNT FOR VALUE RECEIVED, the undersigned assigns, transfers and sets over to the City of Tukwila, all right, title and interest in and to $9,750.00 in Savings Account No. in Columbia Seafirst Bank, Main Branch. The City of Tukwila shall have sole power and authority to demand, call and receive said deposit and to give receipt and acquittance therefore upon presentation of a signed statement that Foundation Development Corp., Barry F. Owen, President, has failed to perform in accordance with the provisions of Permit No. B 95 -0128, B -95 -0129 & B 95 -0130 and the City of Tukwila. This assignment is limited to the principal sum only. This assignment is for the purpose of providing a performance guarantee with the City of Tukwila for Nine Thousand Seven Hundred Fifty and no /100 Dollars, applicable to property located at 15310 and 15340 Macadam Road South, Tukwila, WA. • It is understood and agreed that Seafirst Bank holds the certificate covering said account in its possession and agrees to hold $9,750.00 until a written release of this assignment from the City of Tukwila is received or until the City of Tukwila Department of Community Development exercises its sole power and authority to demand or call the deposit. Release of this deposit will be in accordance with the rules and regulations adopted by the Seafirst Bank. Signed and dated at Mercer Island, Washington, this 2nd day of March, 1998, • Name of Company or Corporation: Foundation Development Corp. Address: 9725 S.E.36th, Suite 304 Barry F. Owen, President Mercer Is., WA 98040 B el; I Phone: (206) 230 -0236 Barry F. Owen Printed Name APPROVED AND ACCEPTED: The undersigned accepts the foregoing assignment and to host said account pursuant to the terms thereof: Bank: Branch: Seafirst Bank Main Address: 701 5th Ave., Floor 12 Seattle, WA 98124 Phone: (206) 358 -3058 By: Printed Name APPROVED AND ACCEPTED: The undersigned hereby accepts the foregoing assignment of Account No. in the amount of $ in satisfaction of bond requirements of Permit No. B -95 -0128, B -95 -0129 and B 95 -0130. City of By: Title: Department of: Printed Name ...*.,..,.......,..., ,............ ..«... v »..w,... r... , ..,.,........ »...�.,.. »__..... _._..._..... «..,.....,+,.rr.+v.�w.rox!axrt� r+ 2L:' GC+< i:. 9r t7Yt, ri^ r5! rrxra- a«, t....+........................_._.._........_-.,.-....^........,,.........,«....., w.., «.«.«..y..,.o..•.•.,.- ........- MAR 02 '98 11: 43 SEAFIRS7 qNK FINANICAL INSTUT.O ( _ _ .—. P.1 1 Post -it' Fax Now 7671 D got i To V CoJD.G�Con 4.�F TIi4 w1. Co. 44. r T Phone N Phone M /Tie - s - : r(94) 43t ,CL Fax ion Pethick Assistant Vice President , Mortgage Banking Department March 2, 1998 Vernon Umetsu City of Tukwila Dear Vernon, Per our conversation, Barry Owen is in the process of assigning an additional $9,750.00 in funds for the project, The Peaks at Tukwila (Permit #B- 95- 0128,29 & 30). The original assignment was in the amount of $89,658.66 which will be increased to approximately $99,408.66 by the additional assignment. The paper work will follow within the next day or two. Sincerely, Seafirst Bank By: Don Pethick� Title: A.V.P. • Seafirst Bank 701 Fifth Avenue, Floor 12 (98104)/P.O. Box 24728 /Seattle, Washington 98124.0728 Telephone (206) 358 -3068 Fax (206) 368 -3113 ki i eNV I JJ ' , ( C , 07 . : . .............. .... ..:1,Si ' , c / c "*.,1•'', :. ' C of Tukwila John W Rants, Mayor ,, -.4... e M e ! ( .1 ; IIMENI■INN••••■1111•11.■•■•■■111■1•111.1111M V tiV\ ... " . 6 4 I'!" Fire Department Thomas P. Keefe, Fire Chief t ............... TMCWILA FIRE DEPARTMENT • FINAL APPROVAL FORM 01.310ib:i4OA / 3 Is= ot • (I, Permit No. . .6 95 0 4 9 ,frtac Project Name gf /53V0 Address ' T-5 41/)r4DAri t21). S. f • A /53( a iii / - Suit # , . I, . Retain current inspection schedule ,,- '. Needs shift inspection Approved without correction notice • . ;,. V Approved with correction notice issued . . . SprinKlers: Ae s . Fire Alarm: f_IL Hood & Duct: Halon: Monitor: 4/4.5 Pre-Fire: Permits: Al iv2 ff Authorized Signature Dat FINALAPP.FRM T.F.D. Form F.P. 85 ,!? / , Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.54404 • Fax (206) -...739 ___...... . _ • . . . , . . . !' 'c•., ° „r`o.S'Z 1” " ^•• , .•, ,. . .......,. ..._..• ...-.-..—..._,.,....,....:..,...,. n«: ssa,+.* t[ taaiiam. ctm.: r.• n_ irr.> snm, sn. er. me•, v., we <«,.r,rra »ruiit,..w»+w mrfrF. twartsnerd '6rde`,MY?7:Lal:'Cffi.7tu"sCr+ 4s c ,. 0 Enh Environmental �i Geotechnical .,y .Construction Consulting • Engineering • Testing March 3, 1998 . File No. 712 - 71594 (9603 -0065) c / c4. .. .: +1 !? Mr Duane Griffin f� :, 1 ;�. . . • City of Tukwila Building Department / '' „ ?IT ,../v " { � 6300 South center Boulevard, Suite 100 Tukwila, WA 98188 • Subject: Project Name Peaks of Tukwila (Sunshine Ridge) Project Address 15200 Macadam Permit No. B950128, B950129, B950130 We have completed the requested special inspections on the subject project. Our final report, dated December 16, 1996, is numbered CR256321. WORK REQUIRED WORK INSPECTED , Reinforced concrete (cast in place) Reinforced concrete (cast in place) . Epoxy dowels Epoxy dowels Post tension deck Post tension deck Shotcretc Shotcrete To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Recot d. Reviewed by: John F. Vicente, E.I.T., Project Manager, Seattle Construction Service • Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. . J C. Freels ,.1).E., Senior Vice Pre! dent • JCF /j1'v cc: John Kane J. Kane and Company, Inc. 3422 Belvidere SW Seattle, WA 98126 Inf f31'nic'ttloii 7U Build On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282.0666 • Fax 206/282 -0710 I dr / G B C) T' E C H ` E.C.. NE-.1) 1' r February 27; 1998 CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 JN 94076 Bellevue, WA 98005 - PERMIT OEM E1 (425) 747 -5618 FAX (425) 747-8561 J. Kane & Company, Inc. ... , ., , 3422 Belvedere Avenue Southwest A X E Seattle, Washington 98126 r Attention: John Kane "' , Subject: Final Letter - Geotechnical Engineering Observations Sunshine Ridge Condominiums ( 'c4 Tu at kav (1116 P' Macadam Road /-.34/0 rn�� � � kd d4 , Tukwila, Washington Geotech Consultants, Inc. provided geotechnical engineering observation and testing services during the earthwork and foundation construction at the Sunshine Ridge Condominiums project on Macadam Road in Tukwila, Washington. Our work began on March 12, 1996 and was completed on January 21, 1998. Our observations were centered around footing subgrades, but we also observed the installation of foundation drainage. During our visits to the site, we observed that the footings for the condominium were excavated to the medium -dense to dense, native, silty sands. These native sands are, in our opinion, acceptable for 3,000 psf allowable bearing. The exception to this bearing condition was in the southeastern portion of Building A (south of Line K, between Lines 7 and 10). Some of the footings in this area required overexcavation to extend through the improperly compacted fill placed during construction. The overexcavations were backfilled to the footing grade with lean concrete. In addition, we understand that the slabs in this area were redesigned as structural slabs to span over the fill. The lean -mix placement was suitable for 3,000 psf bearing capacity. We also recently observed the footing subgrades for several retaining walls placed outside the building near the northwestern, northeastern, southeastern, and southwestern corners of the building. The footing subgrades for these walls were, in our opinion, acceptable for the proposed bearing capacity. A portion of the drainage installation was observed behind the walls on the northern and eastern sides of the building. These drains consisted of 6 -inch perforated PVC pipe surrounded by washed rock then wrapped with filter fabric. Enka -drain drainage composite was observed against the foundation walls and the walls were backfilled with native sand soils. Since the grade slopes away from the building's southside, footing drains were not necessary in that location. the best of our knowledge, the work which we observed, in accordance with the scope of our o r 1 ervices, was performed in conformance with our recommendations,. 4 0 4 ., .. ,,....... . N. Vi6.. « ,, - . <' st: --!': 'u�i,: :'; {+,dl;:A"it32r?r*arrn. ,...... ..... _—.... ... ........+.... .,,.,...V,...m »...,..•...eoiwo rtneec iarracwcnrnerAmr,a.».. ,,,x..........•......«....„.. ... ...............«....mrxn I 11 J. Kane & Company, Inc. - Fi. ( i ..; JN 94076 . February 27, 1998 Page 2 If there are any questions, or if we can be of further service, please contact us. Respectfully submitted, • GEOTECH CONSULTANTS, INC. ,,.-J mes H. Stran . Geotechnical Engineer , • o gERT zb X 4 1 w 8 i t . ?: ( 1 1 tr i 04 44, /STEP SfONAL E� 4 27 `EXPIRES . / D. -4' , D. Robert Ward, P.E. • Associate JHS /DRW: alt • GEOTECH CONSULTANTS, INC. • �.st.i,,..0 u.i; h,1C,.7 nV. yy; :i:g7' 44" f xT: i+`; r, C' 6A 9w5t' raxnsp,w,.+«, w. -...............« w« neQax.!• nrcm..r ag xtisor.wa': 7Cq. ISfia: rHff: R' a7�asYh,a+?: ,.tt—.+,.....,.. w. n,... w. m.. waw.... e... r.+ cna. x.....s.%.etd..i1+Y*iCRCCY*ET, ' STORMIN March 2, 1998 ' W ; A. • ' Waterproofing t 1 I tilr I . 8622 '10th Ave. SW El Seattle, WA 98106 i , (206) 763.1934. �/ fax 763 -3995' /A)-., o'r J L.__ � , STORMW•O55JK A � ` �% �9/ ',? }" • `NT� To: , J. Kane & Company, Inc. 3422 Belvidere S.W. Seattle, Wa. 98126 Ref: Fire rating on large decks on 4th floor To Whom it May Concern, We installed•Polydeck 255 system, by Polycoat Products which has a Class B fire rating over 5/8" plywood. Sincerely, • Stormin Waterproofing .-7-- • Norman D. Klossner Y � Owner • • rs, tL'`�T i, Irdit PRO � i� Ei s A D iv. of American Polymers Corp. Z POLYDECK 255 .....4r , Class B - 5/8" (1.6 cm) Plywood . Class A - Non - Combustible Substrates • 50 DRY MILS Co M POSITION: The POLYDECK 255 Decking System is a liquid applied, moisture cured, polyurethane waterproofing system. The system utilizes an epoxy primer coat, two urethane basecoats and two aliphatic polyester - polyurethane topcoats. The POLYDECK 255 Decking System has been evaluated by ICBO E.S. underReport #4789 as Class B on 5/8 "(1.6cm) thick plywood and Class A on concrete. It meets V-4 the Fire Retardant Roof Code Class B Rating on 5/8" (1.6 cm) thick plywood and Class A Rating on concrete as stated in U.B.C. Standard 32 -7, ASTM E -108, U.L.790, and N.F.P.A. No. 256. -n is 2 O SYSTEM The POLYDECK 255 Decking System is a specialized application of , D elastomeric fire retardant coatings. The system is durable and with appropriate sand aggregate it provides 19 a slip - resistant waterproofing system. The o POLYDECK 255 Decking System can be ° applied to protect surfaces against spal- ling, freeze /thaw damage, and chemicals \? cn L`l v''‘-tat A< =ESA ER 131 0 a \��oo F 1 n commonly encountered on these surfaces. ESTER 31,- a\ »ooF� It is an elastomeric system designed to expand and contract with normal structural Qc-VIA \ - .a \ \1oo Fi '" \h "'`I "% . • movements. POLYDECK 255 is highly resistant to abrasion and weathering. It has Q c -22 \z �a \NAA Ft U an aesthetically pleasing monolithic sur- a \13ooF\,l face that will not soften in heat nor embrittle Q O`.tQ� \ME Z3o \� 3 in cold. The POLYDECK 255 Decking ' �� D m System is a proven waterproofing system S�R� \G�`'`� pC -114 b pC -6A m 0 for use on a wide r ange of applications. �aC`hEC�P�QE 16, CAV�� \H�'p°'gTE N n Installed and maintained properly, the POLY- DECK 255 Decking System will ensure properly prepared 1 y years oF waterproofing and Class B/ Class Substrate A fire protection. FEATURES: *VI_RY ECONOMICAL *Moisture Cured *CLASS B/ CLASS A Fire Protection *Abrasion Resistant z *Provides Limited Chemical Resistance *Attractive Monolithic Surface *Sand A7gregate Provides Slip Resistance *Elastomeric Qualities For Strength n *Proven Products With a Long History of Successful Use s o N -< TYPICAL USES: The POLYDECK 255 Decking System is a VERY ECONOMICAL system that can be I o used where Class B fire protection over 5/8" plywood or Class A fire protection over concrete is required, in a combination with superior longevity of the aesthetic appearance. Areas such as: o mover Living Structures *Patio / Roof Decks •Helicopter Pads c *Walkways / Stairs •Balconies •Sun Decks N C F'OLYRODCTrS A Div. of American COATaP Polymers U Corp POLYDECK 255 . 1 1722 Spring Avenue, Santa Fe Springs, CA 90670 -5108 USA GUIDE SPECIFICATION — TEL. (562) 802.8834 INTERNET* , WWW.polycoatusa.com I8 ' FAX' (562) 921 -7363 E-MAIL' sales @polycoatusa.com SECTION 2.4 (Pg. 1 of 6) 1, . APPLICATION: APPLICATION - PHASE 1: Check area of application to ensure that it conforms to the substrate requirements, as stated in Section 1.6. Prime all joints, cracks, and fleshings with POLYPRIME 230. Apply a two -part paste consisting of PC -220 and PC -50 Liquid Thickener over all joints, cracks and flashing. Mixing ratio is 1/2 pint of PC -50 to 1 gallon of PC -220 (0.24 liters per 3.78 liters) or 1 quart PC -50 to 5 gallons of PC -220 (0.9 liters per 18.9 liters). Do not mix more material than can be used in 20 minutes. Bridge the joints, cracks, and fleshings with 4" (10.2cm) STRAIGHT JACKET TAPE, pushing it into the paste with a trowel. Over STRAIGHT JACKET TAPE, apply a thin coat of the PC- 220/PC -50 paste mixture and taper it onto the adjacent surface. Refer to the PC -220 and PC -50 technical bulletins for further mixing and usage instructions. Allow the surface to cure for 6 to 8 hours. APPLICATION - PHASE 2: Prime the surface with POLYPRIME 230 at a rate of 1 gallon /300 square feet (0.14 liters /m Mixing ratio for POLYPRIME 230 is 1 part A -side to 1 part B -side. Apply using a brush, airless sprayer, or phenolic core roller. Refer to the POLYPRIME 230 technical bulletin for further mixing and usage instructions. Allow POLYPRIME 230 to become nearly tack free before proceeding to Phase 3. APPLICATION - PHASE 3: Apply PC -220 to substrate at a rate of 2 gallons /100 square feet (0.82 liters/ m For best results use a notched trowel or squeegee. Airless sprayer or phenolic core roller may be used but extra care should be taken to prevent air bubbles. Spread mixed PC -220 evenly over the entire deck resulting in a 22+ 2 dry mils (558 + 51 microns) thick membrane. Refer to the PC -220 technical bulletin for further mixing and usage instructions. Allow PC -220 to cure a minimum of 24 hours. APPLICATION - PHASE 4: Apply a second coat of PC -220 at a rate of 1 gallon /100 square feet (0.41 liters /m Immediately broadcast #1C or #2 graded washed dry sand (20 mesh, 6.5+ Moh's minimum hardness) at a rate of 100 Ibs /100 square feet (4.88kgs /m into the wet second coat, covering it completely. This coat will result in an additional 11 + 2 dry mils (279 + 51 microns) thick membrane, exclusive of aggregate. After 24 hours, remove all loose aggregate, preferably by a vacuum. APPLICATION - PHASE 5: Apply desired color of POLYGLAZE AL -ESTER topcoat at a rate of 3/4 gallon /100 square feet (0.31 liters /m For best results use a squeegee. Airless sprayer or phenolic core roller may be used but extra care should be taken to prevent air bubbles. This coat will result in an additional 7 +2 dry mils (177 + 50 microns) thick membrane. Refer to the POLYGLAZE AL -ESTER technical bulletin for further mixing and usage instructions. Allow 24 hours to cure. APPLICATION - PHASE 6: Apply a second coat of POLYGLAZE AL -ESTER topcoat at a rate of 3/4 gallon /100 square feet (0.31 liters /m This coat will result in an additional 7 +2 dry mils (177 +50 microns) o thick membrane. Allow 72 hours of cure time before permitting heavy traffic on the finished system. 0 OPTIONAL FAST CURE: BASECOAT -The use of PC -50 mixed with the PC -220 will shorten cure time to 6 to 8 hours for each coat. Refer to the PC -50 Liquid Thickener technical bulletin for further mixing and © usage instructions. TOPCOAT -The use of POLYGLAZE HARDENER will shorten cure time with tS POLYGLAZE AL -ESTER to 6 to 8 hours for each coat. Refer to the POLYGLAZE HARDENER technical v bulletin for further mixing and usage instructions. r. FINISHED SYSTEM: When applied as directed above, the POLYDECK 255 Decking System will provide o 50 dry mils (1270 dry microns), exclusive of aggregate, of superior waterproofing protection and the o assurance of a Class B Fire Rating. 0 PRODUCT MIXING & USE INSTRUCTIONS: POLYDECK 255 is a Decking System that utilizes specific POLYCOAT products. POLYPRIME 230, and the PC- 220 /PC -50 mixture are two - component 4 materials and both parts must be used to achieve desired results. Refer toALL individual product technical c7 bulletins for complete mixing &usage instructions, as well as information on the safe and proper use of each IT product. a C POLYCOAT PRODUCTS POLYDECK 255 A Dlv. of American Polymers Corp. _\ TEL• 14722 Spring (562) Avenue, 802 -8834 Santa Fe INTE Sp S CA . 90670-5106 ycoatuaa USA .com GUIDE S P E C IF Jr: A T ID N wwW FAX' (562) 921 -7363 E -MAILS sales @polycoatusa.com SECTION 2.4 (Pg. 2 of 6) ( t _. SURFACE PREPARATION: For complete information associated with the application of all POLYDECK Decking Systems, refer to Section One of the POLYCOAT PRODUCTS catalog. Section One describes the surface preparation, job conditions, general precautions, finishing details and other information associated with the proper application of POLYDECK Decking Systems. LIMITATIONS: ✓ The uncured materials used in the POLYDECK 255 Decking System are very sensitive to heat and moisture. Higher temperature and /or high humidity will accelerate the cure time. Use caution in batch sizes and thickness of application. Low temperature and /or low humidity extends the cure time and the use of accelerators may be necessary. ✓ Each application phase to an area should be done in one complete step. A continuous application will ensure a smooth & level coat with no lines or streaks to disfigure the deck. Application should not be stopped part way across an area and then completed several hours later. ✓ Material remaining after application must be tightly sealed to protect it against curing in its container. Opened material must be used within 2 days. i ✓ Inspect the installed work of other trades and verify that all such work is complete so that the POLYDECK 255 Decking System may be installed. ✓ All surfaces to receive the POLYDECK 255 Decking System must meet all applicable building and safety i codes in the prescribed city, county or state, whichever has jurisdiction. ✓ The substrate must be structurally sound and sloped for proper drainage.NO LIABILITY IS ASSUMED BY POLYCOAT PRODUCTS FOR SUBSTRATE DEFECTS. 1 ✓ All materials, except aggregate and backer rod, shall be supplied by POLYCOAT PRODUCTS or must be z , approved by POLYCOAT PRODUCTS as being compatible. } WARRANTY: POLYCOAT PRODUCTS warrants its products to be free of manufacturing defects and that they will meet POLYCOAT PRODUCTS current published physical properties when applied in accordance with Technical Bulletins. There are no other warranties by POLYCOAT PRODUCTS of any nature whatsoever expressed or implied, including any warranty of merchantabilityorfitnessfora particular purpose in connection with this product. POLYCOAT PRODUCTS shall not be liable for damages of any sort, including remote or consequential damages resulting from any claimed breach of any warranty whether expressed or implied, including any warranty of merchantability of fitness for a particular purpose or from any other cause whatsoever. POLYCOAT PRODUCTS shall not be responsible for use of this product in a manner to infringe on any patent held by others. :; NOTICE: ICB 0 ES Evaluation report #4789 of the Polydeck "Fire Rated" Decking Systems is currently under re- evaluation. Upon completion of this evaluation the POLYDECK 255 Decking System will be discontinued o and replaced with the POLYDECK 355 Decking System. z 0 r V • IMPORTANT 1— n O -a Please Read ALL PRECAUTIONARY m INFORMATION and DISCLOSURE on 0 Page FIVE (5) of This Guide Specification. g a. a THIS SYSTEM UTILIZES PRODUCTS THAT CONTAIN: ISOCYANATES, SOLVENT & EPDXY RESIN AND CURATIVES Z P DUCTS POLYDECK 255 A D of American Polymers Corp. 147 OLYCOATPRO s, CA 90670 -5108 USA GUIDE SPECIFICATION Spring Avenue, Santa Fe Spring T EL• (562) 802.8834 INTERNET• . WWW.polycoatusa.com FAX* (562) 921 -7363 E-MAIL* sales @polycoatusa.com SECTION 2.4 (Pg. 3 of 6) ' • I ii ( ) ., Summary of Test Report Conducted by Ramtech Laboratories on the POLYDECK 255 (POLYDECK 255) Decking System 1. WEATHERING TEST: ASTM G-23, Atlas Twin Arc Weatherometer 2000 hours (equivalent to approximately 6 years of natural weathering). Visual Examinations: No signs of chalking, crazing, cracking, blistering, delamination, or any other deleterious effects. Before After % Change Tensile Strength ASTM D- 751 -79 (Method B), psi (kgranr) 382 (26.9) 473 (33.3) + 24 Elongation ASTM D- 751 -79 (Method B), % 185 179 - 14 2. AGING TEST: ASTM 0-756: 25, 2 day consecutive cycles of freezing - 40°C and heating 80°C at 75% R.H. Visual Examination after Aging Test: Test specimen showed no sign of chalking, crazing, cracking, blistering, delarination, or any other deleterious effects. Before After % Change Tensile Strength ASTM D- 751 -79 (Method B), psi (kglan') 382 (26.9) 403 (28.4) + 5 Elongation ASTM 0- 751 -79 (Method B), % 185 148 - 20 Bond Strength ASTM C -297, psi (kgran') Before After % Change Mode of Failure POLYPRIME 230 Metal 231 (16.24) 196 (13.78) - 15 Bond to metal Concrete 275 (19.33) 123 (8.65) - 55 Cohesion Concrete NO PRIMER Plywood 145 (10.2) 101 (7.10) - 18 Plywood • 3. PERCOLATION TEST: After the 1000 cycle abrasion test: Loss due to Percolation (x. of cciginal head. max. allowed 1 %): 0% 4. ABSORPTION TEST: ASTM D 570, 24 hour immersion in distilled water: . Weight % of water absorption (max. allowed 5 %): 2.83 5. WATER VAPOR TRANSMISSION (WVT) TEST: ASTM E -96: WVT grams /hour /meter 1.14 1 WVT grains/hour /foot 1.63 6. ABRASION TEST: ASTM D -1242, Method A Thickness lost (max. allowed 5.0 %): 1.3% (1000 cydes,1000 grams, No. 80 TP Aluminum Oxide Grit) 7. CONCENTRATED LOAD TEST: One inch diameter steel plate with rounded comers Load jibs) Deflection [inches) Load jibs) Deflection [inches] Load jibs) Deflection [inches) 100 (45 kgs) 0.018 (0.046cm) 200 (90 kgs) 0.031 (.079cm) 300 (136 kgs) 0.039 (0.099cm) 8. IMPACT RESISTANCE: Two pound (0.91 kgs) steel ball dropped eight feet (2.44 m) with indention depth of 0.025 inches (0.064cm). No chipping, spalling, or bond loss after three drops. Some slight hairline cracks on the outside edges of the center. 9. CRACK RESISTANCE (CRACK BRIDGING): Average of five readings. Load across the deck joints resulted in an elongation or separation failure of 0.142" (0.36cm). Tension failure of Reinforcement Mesh. 10. CHEMICAL RESISTANCE TESTS: ASTM D -2299 Determine Relative Stain Resistance of Plastics (19 reagents) specimens immersed @ 122°F (50°C) for 16 hours. SURFACE SURFACE Reagent: Non - Abraded Abraded Reagent: Non - Abraded Abraded Heavy duty detergent solution 1 1 Muratic acid - 10% 1 1 Ammonia solution - 5% 1 1 Anti- Freeze 1 1 Kerosene 1 1 Salt Solution - 10% 1 2 Paint thinner - 10% 1 1 Chlorine Solution - 10% 1 2 Turpentine - 10% 1 1 Sulfuric Acid - 3% 2 3 z Transformer Oil 1 1 Sulfuric Acid - concentrated 3 3 rli Diesel fuel 2 3 Hydraulic Fluids 1 1 z Gasoline 1 1 Toluene 1 2 2 Lubricating oil 1 1 Chlorine solution - 10% 1 2 0, Soap Solution -1 % 1 1 NUMBER CODE: 1. Unaffected 2. Superficial Affect 3. Considerable Affect Note: tri a) Of the 19 reagents used in the chemical resistance tests, only diesel fuel and sulfuric acid caused a deterioration of the decking system. o • The softening which was observed was only on the seal coat membrane layer. Wearing surface revealed no cracking, crazing, delamina- o Lion, or any other deleterious effects. rt a b) The test specimens which are coded "No. 3 - Considerable Affect" could not be restored to their original surface condition by normal cleaning methods. 0 11. FIRE RESISTANCE TEST SERIES CLASS "B ": U.B.C. Standard 32 -7, ASTM E -106, U.L.790, N.F.P.A. No. 256, on 5/8" (1.6cm) plywood. o A) Intermittent Flame Exposure Test (2 decks): Both of the decks met the requirements for Class "B" Intermittent Flame Exposure Test. NO a. EVIDENCE of displacement, sliding, spalling, or flames underneath the deck. B) Spread of Flame Test (2 decks): No signs of distress on the exposed surface of either specimen. C) Burning Brand Test (4 decks): The heat areas were confined to the immediate area of brand placement marginally above the brand. O There was no displacement of the POLYDECK 255 observed during or after the test, nor was any distress noted on the underside of i the decks throughout the exposure period. ro rc POLYDECK 255 Decking Systom will satisfactorily withstand the three methods of tests for a Class A rating on non- e. combustible substrates and Class B rating on 5/8" plywood In UBC STD #32 -7, ASTM E108, UL 790 and NFPA No. 256, when o constructed, installed, and tested as described herein. C POLYCOATPRODUCTS POL.Y'DECK 255 A Div. of American Polymers Corp. T do 147 • Spri(562) ng Avenue - , 8834 Santa Fl NTE SpriRNEngs, T• CA . 90670.51. pol 0 ycoa SPECIFICATION 8 US usa .com A GUIDE WWW FAX• (562) 921 -7363 E-MAIL* sales @polycoalusa.com SECTION 2.4 (Pg. 4 of 6) , r .. { . HANDLING & STORAGE PRECAUTIONS NIOSH /MSHA approved, positive pressure supplied air respirators with a full :cep in cool, dry, ventilated storage area, in closed containers and out of direct facepioce where an airborne concentration of Isocyanate vapors is expected to untn.it 1. Keep liquid and vapors away from heat, sparks and flame. Store in exceed the threshold limit value (TLV) or concentration levels are unknown. For ontamers above ground and surrounded by dikes to contain spills or leaks. emergencies use a positive pressure self•contalned breathing apparatus. ;„ilicient heat or prossuro may ignite or detonate oven liquid product in the Cartridge type respirators are not approved for protection against Isocyanates ' slc :Rce of sparks or open flame. Extinguish pilot lights, cigarettes and turn off because they have poor warning properties since the odor at which Isocyanate tr. r sources of ignition prior to use and until all vapors are gone. Vapors may can be smelled is substantfafly higher than the exposure limits. Use explosion - ccuinulato and travel to ignition sources distant from the handling site: Flash- proof, suction typo, ventilation equipment (exhaust fans and blowers) with :,re ran result. Keep containers closed when not in use. sufficient cfm capacity to keep Isocyanate vapors below the TLV limit. :7nt : oven those that have been emptied, may contain explosive vapors. CAUTION! Air circulation and exhaustion of Isocyanate vapors must be 'o n )t cut, drill, grind, weld or perform similar operations on or near containers. maintained until the coatings have fully cured to insure that no potential lire, o not pressurize containers to empty them. In the event that thinners and/or explosion or health hazard remains. Warning properties (irritation of the eyes, nose �Iv are used, for clean -up or dilution, consult the event (Material Safety Data and throat or odor) aro not adequate to prevent chronic overexposure from .hee'l for that particular product for additional Health & Safety Information, inhalation. This product can produce asthmatic sensitization upon either a single Inhalation exposure to a relatively high concentration or upon repeated inhalation Ise -xpiosion -proof lighting and electrical equipment, non - sparking tools, clothes exposures to lower concentrations. Exposure to vapors of heated Isocyanates nd :moos. Ground all structures, transfer containers and equipment to conform can be extremely dangerous, Employee education and training in safe handling thin National Electrical Code. Use procedures which prevent static electrical of this material is required under OSHA Hazard Communication Standard. cants. Static electricity may accumulate and create a lire hazard. SOLVENTS may cause allergic skin or respiratory reactions. Immediate effect .ONSINED SPACES AND TANKS: These typo of applications pose greater is stupor (central nervous system depression). INDIVIDUALS WITH CHRONIC i 'anger - Use extreme caution. Isolate. vent, drain, wash and purge systems or RESPIRATORY PROBLEMS OR PRIOR RESPIRATORY REACTIONS TO SUCH .equipment before maintenance or repair. Remove all ignition sources. Check MATERIALS SHOULD NOT BE EXPOSED TO VAPORS. All personnel entering the ;Ireesphere for explosiveness and oxygen deficiencies. Use adequate personal application area must wear properly fitted appropriate, NIOSH /MSHA approved, ,r ;,:live equipment. Observe precautions pertaining to confined space entry. fresh air positive pressure air respirators with a full face piece or an air supplied Confined space "Entry Permit' may be required, chock with OSHA, EPA and hood. Use explosion - proof, suction type, ventilation equipment (exhaust fans ,ther local regulatory agencies before proceeding. and blowers) with sufficient cfm capacity to keep solvent vapors below 20% of _OCYANATE PRODUCTS: Moisture reacts with Isocyanates to produce Carbon the explosive limit. CAUTION! Air circulation and exhaustion of solvent vapors )ioxi le • Do not breath the vapors. Store In tightly closed containers to prevent must be maintained until the coatings have fully cured to Insure that no potential i roisivre contamination. Do not reseal if contamination is suspected. As pressure fire, explosion or health hazard remains. ' - wilds, container may explode causing serious injury to people and/or property. EPDXY RESINS OR CURATIVES may cause allergic skin or respiratory reactions. '.lo!stero contaminated material should be disposed of as permitted under local INDIVIDUALS WITH CHRONIC RESPIRATORY PROBLEMS OR PRIOR RE- • "gut Woos. ACTIONS TO SUCH MATERIALS SHOULD NOT BE EXPOSED TO VAPORS. HEALTII & SAFETY PRECAUTIONS When applying any product avoid breathing harmful vapors. All personnel entering (he ,incurecl components of this product can cause irritation to the eyes, skin, the application area must wear properly fitted appropriate, NIOSH /MSHA :rucous membranes, respiratory tract, and are harmful if swallowed. Avoid approved, fresh air positive pressure air respirators with a full face piece. :ontact with eyes and skin (especially open cuts), Wear protective clothing, AIRLESS SPRAY APPLICATIONS: Tho application method of using an airless .nem:cal resistant rubber gloves, chemical tight goggles, protective barrier cream, sprayer will cause the same volume of product to produce higher airborne vapor cc. I t prevent contact with material. Wash hands with soap and water before concentrations in a shorter period of limo than other application methods. It citing, drinking, smoking, applying cosmetics, or using the toilet facilities. Is Important that air is monitored and full precautions are taken as indicated above. '..3un contaminated clothing and footwear before rouse. Air dry contaminated FIRST AID: In case of SKIN CONTACT, remove contaminated clothing as needed !ogling in a well ventilated area before laundering. (Discard unwashable and immediately wash off with plenty of water and mild soap for at least 15 ant :ninated shoes & clothing,) Safely shower and eye wash stations should minutes. If irritation persist get medical attention. In case of INGESTION, do e. ?.ailablr.. Educate and train employees in the safe use of this product. not Induce vomiting, do not give anything by mouth to an unconscious person !ntr . red persons must not be allowed in or around work area without proper safety and obtain medical attention immediately. In case of extreme exposure or adverse nd resplratory equipment. reaction, remove affected personnel to fresh air immediately and obtain INOR TO BEGINNING ANY PROJECT, THE HEALTH AND SAFETY OF emergency medical help. In case of EYE contact, Immediately rinse with clean tUll_ )ING OCCUPANTS AND PEOPLE IN ADJACENT AREAS /BUILDINGS water for 20 -30 minutes, holding eyelids open at all times. IF MEDICAL .fiOIILD BE CONSIDERED. VAPORS ARE HEAVIER THAN AIR AND CAN ATTENTION iS REQUIRED HAVE LABEL AND MSDS INFORMATION AVAIL - RAVEL CONSIDERABLE DISTANCES. TAKE CARE TO PROTECT THESE ABLE FOR PHYSICIAN. Egi'LE BY POSTING SIGNS, SEALING OFF BUILDINGS FROM INFILTRA- FOR INDUSTRIAL USE BY PROFESSIONAL APPLICATORS ONLY. NOT 14N OF ODORS AND FUMES D'f TURNING OFF AIR INTAKE, VACATING THE INTENDED FOR SALE TO THE GENERAL PUBLIC. Not to be sold or delivered t 1IL1.11t1G OR USING OTHER I PPROPRIATE MEASURES. PRECAUTIONS to any minor person. KEEP OUT OF THE REACH OF CHILDREN! iEIOnLB CONTINUE UNTIL COP TINGS HAVE COMPLETELY CURED AND NO tESIOUAL ODOR REMAINS. FOR COMPLETE HEALTH AND SAFETY INFORMATION CONSULT THE MATE- o RIAL SAFETY DATA SHEET (MSDS), .IOOYANATES may cause anemic skin or respiratory reactions. INDIVIDUALS "o 'III;' CHRONIC RESPIRATORY PROBLEMS OR PRIOR RESPIRATORY This product may contain chemicals which the State of California lists as ro , ,EACTICN3 TO SUCH MATERIALS SHOULD NOT BE EXPOSED TO VAPORS. causing: cancer, birth defects, or other reproductive harm (Proposition 0 `.II p. rsonnei entering the application area must wear properly fitted appropriate, 65). - 'tlSt °LAIhtER: All recommendations, statements, and technical data contained herein are based on tests we believe to be reliable and correct, but accuracy Ind . omploteness of said tests are not guaranteed and are not to be construed as a warranty, either expressed or Implied. This information relates to the co :per: tic material designated and may not be valid for such material used In combination with any other material or in any process. It is the users responsibility •o s.:tisfy himself, by his own information and test, to determine suitability of the product for his own intended use and user assumes all risk and liability o 0 r:!;ul'ing from his use of the product. Polymer coatings tend to have vary poor wet traction - Aggregate must be used to provide slip resistance. It is the r. isi r. responsibility to determine appropriate typo and size of aggregate necessary for each application. We do not suggest or guarantee that any hazard n isteci herein aro the only ones welch may exist. Seller's and manufacturer's sole responsibility shall be to replace that portion of the product of this manufacturer O 'ihicf: proves to be defective. Neither seller nor manufacturer shall be liable to the buyer or any third person for any injury, loss or damage directly or - - f ,ldirr':tly resulting from use of, or inability to use, the product. Recommendations or statements, whether in writing or oral, other than those contained herein ea :hall not be binding upon the manufacturer, unless in writing and signed by a corporate officer of the manufacturer. p a sect:arcal ,and application Information is provided for the purpose of establishing a general profile of the material and proper application procedures. Test a , :erf,,rmanco results were obtained in a controlled environment and POLYCOAT PRODUCTS makes no claim that these tests or any other tests, accurately y . cpr'sent all environments. Application, environmental and design factors can vary significantly, due care should be exercised In the selection and use rf tit) coating. 'LIEil.ISHEI) TECHNICAL DATA AND INSTRUCTIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. CONTACT YOUR LOCAL POLYCOAT PRODUCTS i s IEF ;ESErITATiVE FOR CURRENT TECHNICAL DATA AND INSTRUCTIONS. a i PUBLIC S ERVICE ANNOUNCEMENT tn 1 For the safety of all concerned, always read and follow safety instructions provided by material & equipment manufacturers. 2 ■ This information i:1 provided in Tech Shoots, MSDS, Manuals and by chocking with Local Regulatory Agencies. a 1 C POLYCOAT PRODUCTS POLYDECK 255 A Div. of American Polymers Corp. 14722 Spring Avenue, Santa Fe Springs, CA 90670 -5108 USA GUiDE SPECIFICATION ( . f, t �' ) TEL" (562) 802.8834 INTERNET• WWW.polycoatusa.com �`� "' FAX" (562) 021 -7363 E-MAIL" sales @polycoatusa.com SECTION 2.4 (Pg. 5 of 6) , 1 m eareaetace R ecommeadetta The POLYDECK 255 Decking System is a high performance pedestrian walking surface and waterproofing system which will provide excellent service under ordinary and reasonable usage. Adherence to the MAINTENANCE PROGRAM will assure continued performance of the system and effectiveness of the warranty. MAINTENANCE CLEANING Sharp objects such as gravel, metal, metal particles, sand, cinders, and other similar materials that could dam- age the membrane should be removed on a regularly scheduled basis of not less than twelve (12) times per year. Removal should be performed by sweeping or vacuuming. Blade or bucket loaders should not be used. Ponding water should not be allowed to remain on the membrane for more than 15 consecutive days. Although the membrane is water tight, it does not "breathe" and moisture may pass through if the ponding water is not dis- persed. COSMETIC CLEANING Further cleaning of the surface may be accomplished by washing with commercial detergents. Badly soiled surfaces may be steam cleaned without damage to the membrane. I PHYSICAL DAMAGE It is possible to damage the membrane with abnormal and abusive traffic. The most common causes of damage are: • Heat sources, such as BBQ's or hibachis. • Ponding water left unattended for long periods. • Dropping heavy, sharp objects onto the surface. • Dragging heavy, sharp objects across the surface. CHEMICAL DAMAGE The POLYDECK 255 Decking System is resistant to chemicals normally found on walking decks. Consult page four of this guide specification for specific information on reagents tested and their effect or lack of effect. All chemical spills of unknown effect or origin must be cleaned up immediately and documented. REPAIR Minor damage to the membrane can be repaired with relative ease. For techniques and materials, the licensed or approved applicator and POLYCOAT PRODUCTS must be contacted without delay. To maintain the war- ranty, it is necessary that repairs to the system during the warranty period be done by a licensed or approved applicator and with the prior knowledge and approval of POLYCOAT PRODUCTS. Temporary patching can be effected with vinyl tape when it is necessary to protect an area until permanent repairs are completed. .. FOR MORE INFORMATION CONTACT .. .. OR CONTACT.. POLYCOAT PRODUCTS S "Unique Elastomeric Coatings" 14722 Spring Avenue, Santa Fe Springs, CA 90670 -5108 USA TEL• (562) 802.8834 INTERNET* WWW.polycoatusa.com 4 FAX* (562) 921 -7363 E-MAIL* sales @polycoatusa.com COPYRIGHT C 1997 by POLYCOAT PRODUCTS POLYDECK 255 ALL RIGHTS RESERVED POLYDECK Reproduction this infor coin part, is GUIDE SPECIFICATION forbiddeen unlssswntten permission has been obtained. SECTION 2.4 (Pg. 6 of 6) 1 . . 1 INSPECTION RECORL INSPECTION RECORD Retain a copy with permit b93 Retain a copy with permit 0 12-1 1 / , WA CITY OF TUKWILA BUILDING DIVISION .., ;,. INSP TION NO. / PERMIT NO. i V 0 CITY OF TUKWILA BUILDING DIVISION 5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206) 431-3670 7. 6300 Southcenter Blvd., #100, Tukwila, WA 981 8 (206) 431-3670 Projec : Type of 4ispe tiqn: Add f , . . . 1 Froject:C ol 5 c A .... /.. ,, , Type of Inspection: A plo P eel.? . _AA • , Address: ' Date cal -d: • . ... ress DeteCalled: iS.DOO `1A9e CLL.- 3 . --- e 4442 ., 1 L 6 t / 14C- Special instructidns: Date wanted: a.m . , Special I ructions: Date Wanted:. 0 PA. Requester Gq,arc,eAafi,•war.11-4t1 Requester: . 6 d) ■/.A...e.:LIn PhorieNo.: , /g p.kh.. Phone No.: , i : ... I Approved per applicable codes. I I Corrections required prior to approval. :- proved per applicable codes. 0 Corrections required prior to approval. . . . COMMENTS COMMENTS: . . : . of Prt- 42 1 _ s. te__ i 1 , , • , , ! . ... •, 1 , , . 1 . . , . --. , , 1 'Inspector: ek09 D I Date I ale: "2 6 , 1 Inspector:0 e L-- 1 I $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must 0 $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. \ I Receipt No.: Dale: Receipt No.: Date: I I 1 ,` /`:.�l:.r;.w .... .. .......... _, ........_.... .__,. n.+ .....nu..vs»s..n....w....a. —.- �...._.._. _....-- ....._�. --- . . `» 't I Cw.'x?Y7:r...= +•'Y^_:.' - .:1°x=y fYS.:KY97:Y: :Y:.,:,rv,,,,,,t,,,,.- - ' Ii 0 INSPECTION INSPECTION RECORD �_ Rea co - 013 0 "� Retain a copy with permi 'S' D (3� INSPECTION NO. PERMIT NO. INSPECTION NO. PERMIT NO. ■ CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 . (206) 431 -3670 l4. PM ai g, DOE.-- Type of inspection:R ( Projecn w _ /t [ --, 1 tl Type of inspection: r U 4.0 . 1 dress: Date called: Address (J( Date called: I (j"1 1 1,260 MACA�4M Rb 6 Ll : y - 2 -q �Sz6a VV�GcC0�0� Special instructions: Date wanted. _ 2 _ G 6 S p ecial instructions: Date wanted: 4 J F . II J 1 14 p.m. Requester �-, ' r Re u ter: • , Phone No.: .� / p.: 145p. a ...I oo PM- (02 � $to41a 1�g) gci4, - Ff 21 �'to P v i ? Approved per applicable codes. I Corrections required prior to approval. n Approved per applicable codes. n Corrections required prior to approval. COMMENTS: a COMMENTS: / `` ! ,/` ' • .,: .. 5 1 ( A (--- i &/SAvc;r8 g. 1 /24(.0. L./ -§5g/2/0 I 1-4/1 c 0 r PA cc r c.• 11, (. i .5 d),J si - . _ p. ,�-•� ; ;: rJC (&1S.. r; i. l ' r r .' i i _ _ I I . Inspector: Date: 4 2 e . A I I Inspector 0 Date:44 /, $42.00 REINSPECTION FEE REQUIRED. Prior to inspect.on, fee must I E Q $42.00 REINSPECTIO F EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I ' I Receipt No.: Date: I - r INSPECTION RECORD Retain a copy with perm, 6(15 - b I '" INSPECTION RECORD , INSPECTION NO. PERMIT NO. R etain a copy with permit •S t CITY OF TUKWILA BUILDING DIVISION i INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 981:: t, , (206) 431 -3670 1.. CITY OF TUKWILA BUILDING DIVISION ;' 6300 Southcenter Blvd., #100, Tukwila, `I�I'e'8C(c�l " 206 Project l into- R 11) 7E- Tee LU spe 007 NIE -7 (206) ) 431 -3670 �(�J � Project. � {-� � ° TY�o �f insp io : . \/�� t 1Ad �11ACAi Ni t� S Date called: 1j ` I Z �� � 1 , 1 C . l f'(�U � n 1 ct( 5 Special instructions: Date wante • Address: m�bc c Clm Date called: 14 - 1/ _ To 11 � —fib p.m' l{ tQ l � �' SPCC Requests Special instructions: Date wanted: _ 17 9 6 �p� p 1 — 1 t0 INSP. Q. 3! '�':� .. pm II 13 F ese - �' f ec t a' ( � f . R es er: (,� • to ,6 (.1 L1 6 1" (` ..8521 ' r� • 0 • Ci�� � tGi 11' ( Phone No.: , I Approved per applicable codes. I j Corrections required prior to approval. job o't :€94 a, qg( -g5as , �' [ Approved per applicable codes. � I Corrections re COMMENTS: _ required prior to approval. 1 COMMENTS: �- X1 S` E" C-T i o\ .� , \p 1 * 1 SSer -c to GG. .L Tes� h q c 1' J , l r k goat - 1 go. c.k- 10; Oo al..,, . [ ` V A Grits 44 10 fly E • /O4 E y 4a 1 L y 4,...1 r 6 +( A q u..,, l A .. ©(e 4 , ; -:t . ' Inspecto j ....4....N ..-L Dat e: I Inspector: � Date: l z( I' � I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must L .Jie l r I $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must `d be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. • Call to schedule reinspection. , z. I Receipt No.: Date: I Receipt No.: Date: ,, y • alts.4. 1 „+ .....n - .......', -'4it rt.•.]tf;:X'D..? +`...'�.'itrkieckfl tit "." 0)•.+ 4�b^ fi� 'tiv `ahiitir....F .� w.... I. .. . ,•..., ''' r j yr i'-Yv_okua6S4tW.-- b.i.:yr i:.i.i2.:. i4aitL •. -.a.it i ! ;l1 ,. -i!Aua Lh. __._ ..a. _ . _ t.. INSPECTION RECORD Retain a copy with permi q� - Q1?o INSPECTION RECORD INSPE N NO. PERMIT NO. Retain a copy with permit a 7 _0 130 CITY OF TUKWILA BUILDING DIVISION INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 x ,'(206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION \ I v 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ili (206) 431 -3670 Project Gt1li.- N I � Type qf, in c io • r n �� .77 // (�U l; S m Proje ��� Type s ctio A dress: Date called: � tASH RI 17E7� u -t 7o�l y t�S t�� /CA �� Address: Date called: j Special instructions: Date wanted: _ . , _ a . :1 ir?2'Op A ACAID 'u RD S 1 " 1,8 - i �O �o i6.mJ Special instructions: Date wanted - r q _n, ii Requester: �.J ( '"I Fi1l.I -!#V E-R ., Requesters 6 r I b `' Phone No ' ` q n t"(.C41'v Pow �3�" v�� �'..I1J1��: � `7 �' a ��� rGe • At.s :DOA .m. Phone NoZ4 , _ 2...... Approved per applicable codes. Corrections required prior to approval. I PP P PP I q P PP - COMM ENTS: 0, [ J Approved per applicable codes. I Corrections required prior to approval. ti/.5s9,46,, d- 57e COMMENTS: 5p 1-- - cra�., j5 /'E roQ—. / f3 S� w1w '. d F QA-,rt f - j it t4 , / S a � £-c it • • t i i ,' : Sli i t ( Inspector: I i. Inspector: Date: l � Date: ' 1N l � n y I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ri be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: Date: Receipt No.: Date: _ - ..... _........,T C¢ y_ rh' v."1: ?r_.Tv::,a,Kr?:..—� 4' i?4e.t v. zix' c.'<'..y1G' 31:. t.. n. wlV �.' Pva Y R4, 1• r1A.^ i` 4_ .r.al .+ "1'- U tle: - -- atiskikiliggaearyaka4y ,i1"rel:fw-4r 1 5 i ‘ .• . :.- :: . MI INSPECTION RECORD - • : , liti INSPECTION RECORD ° . Retain a copy with permi 6 I 50 Retain a copy with permit IMG -0 13 c"1 . gl S IN - ' e • . - - I No. .:.; INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V .,:i. CITY OF TUKWILA BUILDING DIVISION ct\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I .1 (206) 431-3670 •-•:- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 : Projec . , ' r ' / Type of in- . : tion: I . t Projeic • m gibeie. Typnf eoutmius Addres -"A Adariiir ALI AL.* 1 Date called: ■ 5 A_.. A - i , . Address: Date called: 5 _ g _ gto g S1Z-• , ..., 4. ..... i200 PAAMAto .-g- Special instructions: Date wanted: Special instructions: Date want% 1 q 9 L. Requester I ..,.;,. ; A • Ala '.:* 2 C I UL A 4 e l C I \ 111,S.t)S 2 . ‘'D A pripip' 'f Requeste t oe" rtu_pAa. Phone No.: . , , a - 2...cl• p Phone .m.. . ,C _ 9 Z.- No L g H .. • 1 Approved:per applicable codes. I j Corrections required prior to approval. -7g I I Approved per applicable codes. I I Corrections required prior to approval. . 1'v COMMENTS: ,•' D .,_.% COMMENTS: :' _ i r I. ,.. / \ 5 1- / 4.,/ fe -- , -1 L1)--, 51t f 513--c-1, s S A k-. { INIse4. Do 1 k Lc 6,1 S_1 g :: ' I ' ■ _ ." (.4>C ./.9 c17.10,",::::,i or- Pp.-ctic.„ -- Nsi - N v4C-) , Is o k) sir. tC ' — ■.. 2'..; ' — : ...a ‘.. ‘" .•,, .s • :<•,!; • , •`•,'. ...,:1 .:* •:1 . ., PI .,. ., - .:•" ,. . , . , .,'%. . •;:l , • .,,.; • • . . f.i: :., t \ i ..,• Inspector: - & - II _____ Date j9 I cr. ,-,•) Inspector/ C.--- pate - :5_ .......-.1 / AO/ .4 I "id e Zan $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' I I $42.00 REINSP "ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Receipt No.: , Date: ,•.4 ' --- - — • I ... as ..,:4r _ ..- .,, - -. .1z.nEttrtio:It il..4" 4 ,.. 4.L6.0 ... : e ..A .. .. - ,...., _.' . ..... ,;.'1:■. 01, 044‘11.4N0,90 t A. .r. A •4 ..-4e.t....4,-qe*.41.. 7.V4wec*NcliMill.4 N'te EAT* all ......:• .. v....,• . :.L.. i.«....5...5... x.+.V...i .�vv>_t..n..1..n..YS:.l:rYm. r "Y.5':tir.........- ..v..••+u.. .�.. _... -. .... ..w... ...n. Y. »e.....svx.�u..rr.ro.... .w--- --..0 .............«. -.- ate..- .....�_.��.� r INSPECTION RECORD INSPECTION RECORD Ae Retain a copy with permit 5q5 -x130 Retain a copy with permit 1315-0(3c) INSPE ION NO, PERMIT NO. INSPECTION NO. PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 IA , (206) 431 -36 0 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ i I + (206) 431 -3670 Project ,nIE g,be-)6 Typo f 'ns a do Pr ' ce.of ins cti n�C QCurn nf t: N R 17 E- Typ Kuj 'I .)k�'7'�N wows A dress: Date called Address: Date called: I o /UAeAmm fb 5 - Iy — i524)a /v\AeApp,M f. S 5 - R -91.0 . - _ Special instructions: Date wantesf: 5 ` - / a.m. z Special instructions: Date wanted ...‘o : C b ! ' p.m. .� i� r- — 4O'�1�0 0 - 9 yR'�• Requests t7 7 -Fps• Requester: W j��G� /1�r' h7. @ .':Op �? /V�, Pho `i t g Yu 1 �7{ . �l� rlQ D • 5� / t� Phone N t _ 0 I Approved per applicable codes. ( Corrections required prior to approval. ' •, I Approved per applicable codes. I Corrections required prior to approval. COMMENTS: COMMENTS: / ij ,r1( (1 S I ' - . .- .1.-._ I' - 4022212(.4± . r • j • , ; . Ste' 60 . • • • M Inspector' Date: t n 4 6 I I Inspector 4 0 Date: �O .... ,94 $42.00 REINSPECTION' FEE REQUIRED. Prior to inspection, fee must t 1 1 $42 R INSPECTION EE REQUIRED. Prior to inspection, ection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Receipt No.: Date: .. . _ - , .L_ _ - .. ._. __ - _ _ ... .n 1.0 .1._r•_Y'u IF,Y..N ..r._4 «.. .rr_ .....� e.�. _. n.a -. _ _ _ .. .. .._. . -. • F INSPECTION RECORD INSPECTION RECORD• Retain a copy with permit 1 0 - 0)30 . _1 INSPECTION NO. PERMIT NO. — 1 Retain a copy with permit � j�G O ti of ' CITY OF TUKWILA BUILDING DIVISION - INSPECTION NO. PERMIT NO. • 6300 Southcenter Blvd., #100, Tukwila, WA 981:: A (206) 431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 P ject: Type-of inspection: •(NSM�I�� �Zl �Ej� St:.A& Pr ect: Type of inspection dress: Date called: al t s sC : W cr..- 1 lCl e- r00 11/\ t?.s '� MAC'A�)A R� - z9 ' Co Address: n�� AA nn�^���►M i � Date called Z ' r Special instructions: • 12- I kIt �,I`;bA M S 10 u) e • anted - � ` pecial instructions: Date wanted (aril? • VRequeste : R ues 5 101 PAL 1)/�EP - q o 6 FL (LD14 E2. Phone NQ — 2 Phone w1St'�C t1�Y,t° 0 R AM. ((o $ `� Offk - :116P 0 R.bO ¢ 1 Li 6 - Bey Z I Approved l applicable codes. I Corrections required prior to approval. Approved per applicable codes. I I Corrections required prior to approval. • COMMENTS: Z....,___410, �,./ • /,-- (� COMMENTS: 4-- l s. Gf / -'J-•i '/ 4 ei i Saztnc. I IJ S p -/ ` lit-t/ . ■ .: (.2/1-c( Fr c.- 1 c.- ri 1.1( 3 I I t c NJ S4 re-7 ,. /277 , , 1 S c' ( e.1¢- /� e'` { - 1 ') - vr ,2 U /� —te 7 7 4 -moo,, ,0 (-e _.- C-4 /-e-py, et..4-2,-e/ . _ /.�... / .. - L .. ..., rte vP. EA S,-/- r - , Inspector' Date: i . /L.c 1 = LL D ate: p ,T , l l / I $42. 0 REINSPECTI FEE REQUIRED. Prior to inspection, fee must [ I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I Receipt No.: Date: I y 4: /ilat '1. �1..5tia'.)- ;, t'''' ' ) 1 ..L I i ,.Vr ''y.. + `W'4%4 1j!"04:!'.+• :. ,, . .r:a.... L:: ydbC.',it,YsYt . _ — - - - -- _ _..— okitaSl6a..! ...an.hw. -- -. . .-- ... . _. , . ,,,.... so .' II FM INSPECTION RECORD .. ::: INSPECTION • RECORD • Retain a copy with permit � c (5 . 0) �j) Retain a copy with permit �Cj qi' o INSPECTION NO. PERMIT NO. INSPECTION NO. PERMIT . CITY OF TUKWILA BUILDING DIVISION l/ ; .. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 �,, (206) 431 -3670 ■ Project: Type of inspection: P o ect: T y of in J U 05htruz Kay. �51ab on �rac1�..: ': NSt -IAN I�� t �Ei +/'3A t WALLS Address: ��; `^ � Date called: (D _ �_ (] CO g it 2. b A' ly M R s Date called: (( -q(0 Special instructio s: Date wanted: _1 _ / („ 9 „ a.m. . Special instructions: r . Date wantecjF - _ 5 _ ev Vl "( V/ p.m • . . 1. i(1 �"1 ' .". Requester: bob Requeste P.B F"ut.D�.. Phone No.: " Phone No. Vsttb 1 D . ,‘ 1 NSF @ . . 8 .. a �N1 - . 21 b - g 042- Approved per applicable codes. Corrections required prior to approval. SApproved per applicable codes. I I Corrections required prior to approval. COMMENTS: . COMMENTS: ...7,0-00 Ps ( S o iJ GP-AD r■J 0 S e T a ?mo o, ,,a aS 127t771..C7 5 p\- 1 N S Pv�� 6 cNi Rem u I,e r � . ,^A'01 2. 61 A-L 61AS rA it-30 6F -3o . t'J'z ra.4 b \,��.S_ �h r1. 6ckssatZ.0 1,3% \-1-- f6S 1 i-t:atJ }- 1AVAS0. i V t Z 1. IevWI� Vt•ii-A141. ` I Inspector: /f5 ` j _ Date: q, Inspector: I „ Date: _ S _ q ni $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ( I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ' Date: I Receipt No.: Date: ' • _...,,,,, 3 -0Aiczok rP ?.Mtch?: ;•t∎itM oz,b4!2'. 6114:_'... Fa•.2 - : lit .pv.•_. A...t. _ wts 1..t. , . I.,...... , ...... x.... 2. 2 Ni !41L 5 ..�'• _ Airisa.4.4...d .16rZ..uAsr., . . •-ti. ,... .. - ..d 4 _ _ if.k Gukyi. ..16114 aavl be•twL.;nm..L _...1 - .e....... .._..v ..u..... ( 1... 1' W.: u.+ vw.. r.. n. nw+ .a.w........_. ».._- ..- ... -..... .— .. �. - -wwa n..✓x.,..✓..s nw4n7A, le, INSPECTION RECORD INSPECTION RECORD Retain a copy with permit . J" of ` , INSPECTION NO. PERMIT NO. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t! (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 - Projec • T o i nspe Q �ion: � Hc e 'ej� -f a 1 .� ��il (I') Wa� Project` nn f` 9 _ Type of inspection: PT �. �^ 1 rase ... _ Dat called: 6_ 1 1, © h i �l �[ 7 � 0 Address 15am m ^ r n,c1 Date called: - t , Special instructions: Date wanted: ` ' / � .9 �i Special instructions: 1, 1t1�1 G Date wanted: ( _ E?! 5 G IQ �Q l I Re s% (� 71p �l Q, Requester: � � . u nc�th� Fu lard" P ,np �_L, �� ( 0 0 o (job E)tdnpr 8'� c3.m. Pho d '7 �p G '7 a � " P . ( evr Phone No.: @Li l0 rAIJ"[C: Approved per applicable codes. I Corrections required prior to approval. K Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: COMMENTS: 0o; c,�r c� �Iw NS -� ,.K� _ . k' e11.5Srt rF PAc t FI i 1,J C "-o N % - 0- D t- I��tSSA Q& .,C i s C 4- t� — c�ct a CI ,c QZCc, ,2� sNVI -- n Q�C•��rtaC�. { (� I. r " `T1 D S . c , (1.,1./4-,J CZ I S Cow t `1 ' t - 430(1 '110.)0 Sl h-; Ri AO. 6C" I Ins ` Date: 6 k Z'S` Inspector: � Date: „ � t, /217 I I $42.00 REIN PECTION FEE REQUIRED. Prior to inspection, fee must $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 I I Receipt No.: Date: I 4 4, 4 , 44 . . , r aw*71. til it.hiY:..1,:q t ..t a ,,, J} _ �. : r a:'. ...,.._ .. - .b.,_, 4lHWA1f�t��WCx�GF +d. .�� .� - i tw. • 11 .f„ o-E,,,s. :J;�.. � t lF i.,l.a 21C� :.. �.• t rwte £�fes4.iu.,.:n.s � "'. z�. r] . 7.� i _ Ydn'4ci.,�hi'.i.lt..i.±:�_ ..e?..rn.�n+ _ . 0 . II 'yr :. INSPECTION RECORD MEI INSPECTION RECORD - • 0 1 (t eA5 Retain a copy with permit EMS 0 / 3Q : Retain a copy with permit INSPECTION NO. PERMIT NO. I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION S,,\ , CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100 Tukwila, WA 98188 (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila, WA 9818; 1N -1/4 (206) 431-3670 Projecr- TA Type of iritiga I/ - ,* 1A ...> Project: , , Type of inspection: Q gidy r Off ctiv2, Address: ( sz, (2) y vtix w asiA Date called: /i (c7( a Address: iscaoc) illkadam Date called: Special instructions: Date wanted: '1 ( ‘'.° c Special instructions: Date wanted: ()f cMi 21 e 6 1 q(6, p.m. ' i Asak - I5t A -C VM ' Requester: ' i 41v VOUY Requester: 64) -,. Phone No.: (94 - 0- gio4e -• k- V wo,\b Phone No.: kV - VI • ' Approved per applicable codes. , Corrections required prior to approval. ; '. EKApproved per applicable codes. I I Corrections required prior to approval. COMMENTS: 4) 4_ AS/25e) AE: .: COMMENTS: 0 Cie-- — $491 t-pp.e....,_ • --, I wse.rical,it._ , - („---,,:,- 6., A A L iA t i/ ALe C4 "__ CG•7• A ci4- e rt.- ,, ( s a ,s .._,N.--- F. a--- • — aL /0 , _ . S i+ZJT-. C-4-7-14 zkILATL4 NIS: I) C,sit. P 1.-4l1C-- ' • t,..sili-V-- 1 S to)c tar, 4(...eirr- AI-W-P 04- f LA- c..k":11-rr Ait - , ,, • • - • • - - i I 4 . ) f I AAMIlarMirelif . Date: 1 Inspector Aa rMag Date: .... ,.,. [Inspector: 6-)(-12 Alholgdia 2c-)r-i,_ 7//S/? (/ I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .: Receipt No.: Date: .. . ..' ,.... — —... -L . ekrwr. ,,,, A ovAs../...I. drwrowsiaiEto9tagaic..fin iscetAdie'retaVax,ftt‘ ......, __- ..- --- _e . ......• , ... .. , ... ...----; I NSP EC T I O N RECORD, ‘.5 -":"--; -- :%/2-.- I Retain a copy with pern( ?c,'5 0/-3--3 ',.. ' INSPECTION RECORD INSPc • I NO. PERMIT NO. efts 0130 CITY OF TUKWILA BUILDING DIVISION Retain a copy with permit ., INSPECTI• N NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 oi (206) 431-3670 CITY OF TUKWILA BUILDING DIVISION Project: , — J Type of inspection: ;' 6300 Southcenter Blvd., #100, Tukwila, WA 9818: ct I. (206) 431-3670 _ Address:; r.. ; VD /'14e4. , Datdcalled: . . Project:,-_- _ Type of inspection:v.- /.5 . c , Un51 rOl)nd6r) WI* Special instructions: Date wanted: / A.M. • Addressis „,..., Date called: — -- zo.rri) mauklam Requester: -'. Special instructions: ,,. Date wanted: 3 ..V_ Phone No.: , 4 Z:•00 NM • Requester: Approved per applicable codes. [g:1 Corrections required prior to approval. . Phone No.: Q4 ( ,cA • _ commENTs: F 4 , ) 4 ,. : I I Approved per applicable codes. 1 1 Corrections required prior to approval. A , f fa ./..!. fP2 - I:1 7 ,t COMMENTS: p ( A i .-- _...(„_42_6,z2r__e____W42,- Q1-- &„ /cid, C- 7 - , - 5 AA* f 8 J 5P C4 'S Z3 le? ,i6e . f f . Ar e/ 5 ,,, i e %' 0 5 e 1 tley to I*1.4 /1 71'" ./6(4/0 E1 14.4- ci 7 ":.--(2/4- ( 4 1 %1 /'-/ ; A2 PTI 1 4 . 4 1 % 4, 0'2? Ce , _T 045,1,..-tie,..e 7._. 0,_; 41 /P1?)A7 „- 6 i ic....‘, opa4 rz.n.. . / 4.€,.//,-, ,:-,,,, ,k2z-:"La /id ,,,-C v re,1 . .. i ,„ "<_ ,±Ze-/ g Ztd .01., „ „... • . ..,, / i/... : ..-. e-,_ _Jr- "1 : 000 41/7-ir i q/:?. no 7.-Z. 4___ tied h / a e4, .) 7;)-) f e / '-' 4 / 7149 ) -- ‹_ he, (--.' A 74, 4,IX.< . : eyt.i.„, hlo 5 e__ /4-1.0 • .0/e, e.e,.%3 /-- , „,, : , 7 7” a ge jpe-a . el / e ci letitfrA , '2' 6 S■pi ,&" r...4. 0 -. 4 . /- / 1/4. (_&, ,Lei./ 7`,.-1 l c_I lf4 A ; 6 t 4 azeitt-t itco 1 1) h26/ (7.k7 c./o,..5(.4 s /-20 (- a /496(14/ /..) (- 1 ' 02-, S . le-- ("- alligip 6 a 'i4 • 411 ..e " ,0 . C '!. , ir -. 0 0-0--k 30 I / i 2 ,. .. y i ,-) . - 0., .4.■ ) _A AM 1•11, . .. , - •■• Inspector: Date: -98 .i I Inspector 11/11111=11/ Date:" IC 1 .81/1/WiLL-.1 2.441411 I $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must I 1 $42.00 REINSPECT ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: " ' Receipt No.: . i Date: I ,,:, ., _ .... ,ot _ . 2 A 11, A 4. ...4.. 21. ft ,.. itiltirlieTAWIAZVII.22.1%,&.i PWitifiG•MOUrslat ditr..t.t, . ,.,.•ea_ . r -- _ _ i._ A 1 7-1 ..;:: t,, ' ir\ispgbilbl\l"" RECORD 1 t-- Retain a copy with peril, INSPECTION RECORD - ., ,, INSPECTIOrtNO. PERMIT NO. 7 7 ( 4 7 Retain a copy with permit SO( 3 ° CITY OF TUKWILA BUILDING DIVISION / -ss! tril, : INSPECTIO 140: PERMIT NO. ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 1 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 I Project: ,......), / Type of inspection: Projeci .2 j Type of i),t1M: ::: Address: Date called: r.t Addressn 14 L Date called: g/gti Special instructions: Date wanted: am. , , /- Special instructions: t • 5 • Date wanted: V i iv `r" a.m. ', Requester: ., :i 1 ' . Requester: 6 . Phone No.: •:,, 4 c .c).. 7:44sc phone No.: . , 4 1 I Approved per applicable codes. {4 Corrections required prior to approval. COMMENTS: • \ — „ : '.:. I Approved per applicable codes. I Corrections required prior to approval. COMMENTS: /17/'( -., 5 42, 1 / -51 C A 1, I IL tsies - , (2 4.--1--7, .)--, - ,c;; , • ::,C-1 - listie.t of pot 4 (-- , T - -.57-7 k+ 6) , 7 / ( ( 74.,----7..-a, .r.ii i . I s ( Ni 51TE . - '.‘. /6), .A.d/77 44 ' 2 0 AG•92111.4 . i21 M 71- 1, 1 0% ), 1 /; .. /1 CAP1-9 t. Li •,...: 17')1 --, - .. z.. O i .., . .'i C ‘ • I t . 4.- 0 17 / ..... k _ • . . , n ! ! .,.. ' ■ ' 1`.t `i I 0 1/••'; . .II i #7, / h( ii: /„ , t 0 ÷61 . 1 ` 7, . " ( e-c t 46. r f o(e-1 reey .0- ez--tv :i -,, fir21,44; .. • ',.=• ! l / ;,. .1, Th,'< ••) , ,.i. Afe, ( eq r:/t7 1ff Ty 67,fir519teef 7 ..."' t. 1 Inspector: 6 Ti \i3O7..... Date: c V t ..42 I Inspector: / 4.--- Date: .4 .."..1 24 .4.4 '. 0 ". • '';' .'..t [ I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must -:;f I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: ,- Date: ,: Receipt No.: Date: '... . , .�.; :. :.�. .. n�n�.......,...,....,-... �. �.. ..�.......- ..........— ......�.. _..�. _.�_ ._._ .._.._..... �.---...., ......_.......,..u.. «�a.7..•: +t:i •,li'IY._.1� -. n.. .i. ._ ... _ .._....... .........1..........— ......nK.c ,s�nn,u.+++a.ae. .ca..c..r.L ..ttt.c�l.. r 0 INSPECTION RECOR INSP ECTION RECOR Retain a copy with permit , 1516 - O13o z Retain a copy with permit �1 � 1—Oi30 INSPECTION NO. PERMIT NO. ■ INSPECTION NO. I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' ` CITY OF TUKWILA BUILDING DIVISION f•. ►• 6300 Southcenter Blvd #100, Tukwila, WA 98188 ;Oak (206) 431 -36 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .. (206) 431 -3670 Project: Type of inspection: P r ojec Type f in p ction: su�SN I t�F ib , l_. r-� --� �3 �.cNSI - I I�JE RI D�iF t. 6 on) 6 124 Address: Date called: ress: Date called S 20) AAACADAM Rb S Q- Z 3 -q (o S j2sb MACADAM Date q -!� ; �1 to pecial instructions: Date wanted: p a.m) Special instructions: Date wanted: C, a.m. �1, E `' 1 - 1 tD p:m �j - 1 p.m. 1 `.. �X1,� 1l� N A '! Requester r I Lb/ r eQ Nc - 5 R C j L Re j } e. U A .PA. P h o ne No.: ft t �' S 7 C • ` s P • Phone No.: r �1 (ft r�� 2146 - � y2 z+-1 io - 8tr42.... Approved per applicable codes. I I Corrections required prior to approval. I Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: COMMENTS: /)�� �✓ • i _ ` cZi AL (N SP1/4. -"0(LS. I DPI f�LA AD 6 0 A , k .4 P 4 - e l FDA pit F•mo w- Mc, Cr c_ i .-.5 .z., , A (\ f • -s JT , T . • . t • • ., , a te.. , .t • . J • Inspector: I Date: c0 s Inspector: ate.--6-96 . 6.1 • $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ( 1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Receipt No.: Date: • .'.... _._ ..... .. - . _ tz.._. xwL.;✓.: l i- M.A.`.,7. a?# ui, isl?:. 4 . 1+• s• i` t1:14 dAt l.., z_. tQ,tr. AW .w '!N!}iv;k7W.t.i atAitt < ".t'r i1' __ s..._,1.4.s_.:.._.a`3fi c.., .7.at'Sx1. d}14». a -.fk-1 ICr6b7.. L1.?VK1£$wca...Iz}v,...-.. „ ,..S. S . ,__.....rr_ .i _ - I , i i (Ii 1 / / / . -,. . , les. • '''' . i . to. ' a ME INSPECTION RECOR .. , INSPECTION RECOR Retain a copy with permit — DSO . Retain a copy with permit f1-O)° j ... INSPECTION 0. PERMIT NO. ' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V CITY OF TUKWILA BUILDING DIVISION ■1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V 4. (206) 431-3670 ! 1 , 6300 Southcenter Blvd., #100, Tukwila, WA 9818: v (206) 431-3670 ; oje ti.„ 1 b E ..... Type of inspectMorm3t15 gr 1 i j e .... c ..1 - 0 el e ...... Typef tition bm ,., dress: Date called: I 0 n.....% Address: Date called: ... `?, y2.3070 MAOADAm Pr) 5 1 NAeArAAA izOS 0 Special instructions: Date wanted:1 /...ci P.. i.r, Special instructions: ----, Date wanted: ,i aill■ : m t, ----------__— 1 1 g G a, Requester:T K\ .,I. Requester: 'PO).4.- e g..bo A A - Phone No 6 " 2. ' 1 3 1 4Z- -----.: --."---4-......- A, - =4 / Phone No-. f(51.k 't :4. .., ..■ I I Approved per applicable codes. I Corrections required prior to approval. : Approved per applicabie codes. I- I Corrections re uired prior to approval. . ' COMMENTS: j "' COMMENTS': '4, f' " 11/ r.., I .-- ,, ■:,;) ,-14 I 3 1 r 4 - - e c..., /e/ t '- '75 /. ,... A- (14{4, . : •,,‘?/' -, 1: . .,' ..:, , . . . . •:, . •',,,; , \ i : I. •:' . , • ,4 .1. '. • . , . • :t..., • • ..., .i, , V• • • , / ..• 4, 1 V" cr ! ' • ..., 4 1 . . Inspector: Date: i fiti .... 96 t . : 1 . Inspector: Date { $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ,., , I I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ?; be paid at 6300 Southcenter,Bla, Suite 100. Call to schedule reinspection. • Receipt No.: Date: ;7 : Receipt No.: ' Date: 1 ., ......k•P, ,... _ .....t.t.n.i. Al....171.440.1.611111 U.ict.41.1MAISiMaMikir;78‘1. 1 1 ., 41. .... _ .....' L 4 ;"--- '' INSPECTION RECORr ,,..,_ ._ , . 0..... i • — Retain a copy with erh... 4 : 11 :-. ) • 1 / 4 - ) ‘ 4"‘ , L f---- -) 3 .- I • 1 INSPECTION RECOR11 ,..,,,,, INSPE CTION NO. * r7 , PER2.23\1177.... ':,:‘ Retain a copy with permit cny TUKWILA BUILDING DIVI ION Di.,‘, .-- ..... 00/30 INSPECTION NO. PERMIT NO. , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 (206) 431'-3670 y CITY OF TUKWILA BUILDING DIVISION Projec 4 ' Y? •T e of inspecjion: i ! :'; 6300 Southcenter Blvd., #100, Tukwila, WA 98188 k. - . , 9 , 1 (206) 431-3670 .....)6 - • • r e--- r (-A-4 I Address:* ..-. ate called: : 9 . . ,' ' & it ja ....g. . i Mt l OVAP br WA 1 - 1 - 6 : •P•i' 3 N - :f ' Address: Date called: ia „..,,,.. i q_ Special instructi6hs: Date wanted: t ... .4 ., 1 ci 0 : is MACADAM ,.. i li 1 -4.-." k1/4) 1, 1 v° .,. ;' Special instructions: • . ,..k. 'N. /c,"' 916i67:7_91 Requester: 'f Mzet5eclib ;2 & T ii l... Phone No.: ._ _. 1 "_:, . Wq-uester--c0441. 1- 8 Do - 4 - 1L --3 SIP i - • •-■ • .: 214 ( _ c3 I I Approved per applicable codes. [K] Corrections required prior to approval. -... 49f.e, yp-e i Phone No (4z z pm. COMMENTS:A "91: ,e, 7).76444...) 4 A .... , :::7 I I Approved per applicable codes. I I Corrections required prior to approval. 7 ' . ' COMMENTS: ri i 47,• 1 / 1.:,(% d e- , )--)-7 7 ,... 6...tee-I i9 4 "--- / (.C )7t."? / • / ).-7 6../4"rib . 1 , . Pit-- aZi / ,54 - ) pp-, 'fr-) 4e, "1.e, / ....7 o/i.,./L,- -14-7 . _ ... P 44 r,_emai74.. 4'40" fr /,, 4... to ; '... . • ' ''..-,": .::: - , i ‘ . , , . \ - 31) - ( 3 ,1. 2 '..e. i n--, 4.-e..../ii. .-7 , 4 •:;-, , . tt..e..// 4'/a 6 ii.ir5„, 4 y) --.-61 c/U //y/f7i1 4 le, >,:,- ---e-tehel eoion \ -..... v , ,-- . ) ." 1 ,)-7-7./A/1 • • /I /:, / i 4...,A — . . . . . ) / , , , :--r , ' (." - I . C...,•-‘ : . . % '") •• . . --- .- - i / :t ‘ /e/< \ !/4/7; 7 ) . . 7) = ;>7‘4 e , ), 4 /14 V---/i2-cr cl ; •:!. c e3) iz- a ) P.„V-,/ `K- // A.1-, 1.j:. . 6 ,-. ,..---, ,...:- ./ . / , ..., / -, L .r 1/4. _ ,4 - . • ., (,,, ,, / .. ..-- .7 7 x; 1 if../" •-• 4-'1 J f ••- Pt,: t : • . / r Inspector: /7) "-- ,_----;( .,.. ''''' Date: - Inspector: , , . .7' ..I -.• --.:.e. , . 11.. ,.,' /I ' . Fl $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must . . I I $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: , Receipt No.: Date: 1 Date: . . ... . _. _ ._ . '' INSPECTION RECOR( (3?; 0 ( -' INSPECTION RECORak i - ., . -i,, '• v..; Retain a copy with permit i 2y 4.- 1 3 0 tri.%% i INSPECTION NO. Retain a copy with per L - 0 (30 :‘),- INSPECTION NO. PERMIT NO. ' • =1 : P RMIT NO, CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA BUILDING DIVISION . ':. 6300 Southcenter Blvd 6300 Southcenter Blvd, #100, Tukwila; WA 98188 (206) 431-3670 ., #100, Tukwila, WA 98188 (206) 431-3670 •:,,,, . Project„ Type of inspection: ,..... .::5 - 1 1 % PTA K5 44tr t T of insper , ,...., 1 4 Pc4Ativm( r ii•64 C- .';S , • Date called: ela • • ' i 1 Ut I Address: • iltiSLI 0 n icor k trn . /5-3(01 1.5 (5--3-fo Date called: 1/m P civ-if-fer4 1 . , ) .i ' Special instructions: Date wanted: Special instructions: - Date wanted: a.m. ,, !., NA P.m. pa:mm. Requester: . . Requester: .1 '. ‘ f4 Aid Phone No.: Phone No.:. ,2 CC .2-46- 86-f 2- i : I I Approved per applicable codes. I I Corrections required prior to approval. .. [ I Approved per applicable codes. [ Corrections required prior to approval. 1 ; 3: COMMENTS: COMMENTS: 4" , . ..:1i . . iti e81 L A m s c A? i 1 ,/ G v f.t 50 7 1 wd ive.1 .5 6 4- ':'), Ts•- C 2 , ur-&-ti■.. • i.' ocif - 06 - c .:- 6 01■1Cc movr 4 V.- ka 'oo tz_y( 7 cc .1.k. 1 ( g Ey 0 ikt- AtooF 0 vca 0<s') •ik: V ta Ca 132 I vcc. 4. ) A Y /5 (..A () ) .5 - r CAM (...-1‹. - 7 - o -- .:., 4.,. :. • Aif A CA 7)/4 m FP. 0,-A Pao Po72. i_., pv 0 7. 1 A-5 PH AL. / N• C!, 'pi? ( vewii - r ) 5" 1 / P(Af C: F( _ut1/4/7" :1 , . , 1 I — C. ()g -P c.c..) co 5 Pc. A wroz S .) ... , ,. ,... , 6J- - '.;- - 1 - A i ic..c .+-- 1,1 y PT 0 Li I pi-, cyv 7 $ o F4C ?Cr C Vel\rr @ cc) P 0 e- ( Uc - b G Al) I ' , - D r eg A , 0 ra - 672. /v k i A c.c. Acc 1 57gzel_ (aD 60A ( c_ efr) Ce 5 A40 /? t rem; /4 A Te 7, )/r/2 /2. A 1 .17'eN0 W6V>f 1 Poi 0/ 212C us(!) r‘st 2( pi I nspectork 7, , , ,. , ,,, , , , I Date: ,,,-„, ,... ,,,,-. ::•:,, i lei REQUIRED, Prior to inspection, fee must I i FR TpITIOT: ------- I. Date: I Inspector: , (IA _ t.A..0 Anuap A Date: J $42.00 REINSPECTION FEE 2-/L7 /10 I I $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. j I Receipt No.: Date: _ . _ _ .. ._ .... _ ..,. - . ... .. . _.. .. _ "b' : - d.tt.!slrur..wrww 60 INSPECTION RECOR D INSPECTION RECOR Retain a copy with per h... 8 ,5 0/28 i Retain a copy with per /L INSPECTION NO. MIT NO. .. INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION `a � 3 � �' `i CITY OF TUKWILA BUILDING DIVISION gM7-.4-fi . 630 0 Southce � 1 . Southcenter Blvd., #100, Tukwila, WA 981: i l l , �6 -3670. ':� 6300 Southcenter Blvd., #100, Tukwila, WA 981 (206) 431- 3670 Project: I ,, �,��� Type of inspect on: / Project Type of inspedlion: Ike Address: G Date called: ✓ `:' Address: - Date called: Special instructions: Date wanted: 39g a.m. ' .," I Special instructions: Date wanted:. .3 —96 -7 a.m. ' p.m. . " ' P. • Requester: •:j Requester: Phone No Phone No.: I��PP roved per applicable codes. Corrections required prior to approval. . P PP • [ I q P � PP c - [,.;Approved per applicable codes. I ] Corrections required prior to approval. .: '; COMMENTS: COMMENTS: . 94. . ors = . , - ::::.. . 2.;:i , , • ,e _ ... . ::::.:,:, _ . . . . ...I., . . . .. . • . .1 .. . . . , ., _ , .,„. .0 ..., • _... ) ,, . c:1 • .. . ..7: . .• • _ .. . . .., . „ i• , . , _ • , ... ._ .... _ . ij ____ M . •.:, H /1.- #- .� _ (~ \ I Inspector: ` f ! Date: ./ G• ins,---7, i Date" J r 4.-....-1 " - ` 7 _ / U"�I / I) � -- f7 ( ! I p T , f ie A .0 C A A AI N ! I ;\ ( 1 ` [ $42.00 REINSPECTION_FEE REQUIRED. Prior to inspection, fee must I $42:00' "AEINSPECTIOI4,,FEE RE Q UIRED. • Prior to inspection, fee must •- be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: I Date: I ( Receipt No.: Date: • '.,- c..^ • ±:^• ee a.e. ?r yf;.. eisEtsuar .r,; •:: zlXirtxs i •'u r + mr xsrier : ki .+'.'r;; 44k-isi iediki4,iw ' 3 V r . a4v .} t ` o � y� STO;N E``WAY CONCRETE' D & D C ons tru c tion, Su R . • _ 3a • I � r ! t: e R 1 6 Ih6 • ; . CI RECEI V ED W t fi`�N . TY OF TUKILA' � � ' t�1►R 2:1996 7 t PERMIT CENTER I . Engineer' s Copy.. . G ary. Berg • : a • Sales Representative • iiI A • y ":r tY� r 4.,�,.t„. J'I F• A ' . V eW r 15 . ` 3 ` S'.f ?, k. ..�- i �I�M•Y�R _ .. • ',1 .IAA_... . ` y%!�1.a -.:IMW t...2Jtr + _ --_ :::sx.;aszl..i S,i; r,..1 ...... Y ; : 7 1J • .... .y ,li f ' . y e ,'. . .. a ht •. � t y r, .. .LM•c , . jhrTet+ 1t y +�.j:R AO-%:- ","w., tt U S•� •� M , STONEWAY CONCR ETE . ' r F ` • Project: Sunshine Ridge, Contractor: D &D Construction, Thursday, March 21, 1996 3 Gentlemen: In accordance with your request, we are submitting the following mix design(s) for the above project ' . ` Mix #7520 - 4000 PSI Concrete for Shotcrete i , • ASTM C- 94 -94a, Section 14.4, the . Standard Specification for Ready Mixed " Concrete states, "When the - . , , strength of concrete is used as a basis for acceptance, the manufacturer shall be entitled to copies of all test reports." In accordance with this specification, approval of these mix designs carries with it Stoneway' i Concrete's inclusion on the distribution list for all concrete test reports. ' Please contact me if additional information is required. ' j Sincerely, ST AY ONCRETE , ` Michae Gardner • �� """� ., ` Quality Control Manager ,'r r: F 1 :, rF SE A.T T ' L E • R E N T 0 N • T UK W I L A t ' L t..7 :s:.i r ; y 0r + r t. � ; :i . ... r: • ,..) . . ' �� s.,. 1 ,,, fi r : �.. + e,:vi5, eel. 'JJIJ% .. 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"' "" entraining admixture such as Darovair -1000. admixtures are contained in the concrete, AND THOROUGH MECHANICAL } particularly water- reducing admixtures and AGITATION. `. Consiruclion Products • . . ., .. ;.. .. ,,.. •t, icur. r•rc,- ...... ... .,,. ...;5 (t .�%2'li. - i. Y' .` ?� ?Xc :cYf " O W , {v `` • -- t,` , City of Tukwila John W. Rants, Mayor ° r;�� , :' _ = Department of Community Development Steve Lancaster, Director 1 1908 •: - -- March 28, 1997 • Dear Lyle: This project is progressing toward the end of its exterior framing phase, and I have not yet received a luminaire plan or fixtures for review and approval. Please recall the following condition of approval: Condition 7 of approval specified: "Common area lighting shall be shielded to eliminate direct off -site illumination and light levels exceeding 1 ft. /candles at the property line. A luminaire plan shall be submitted to demonstrate this. No free standing pole lights are proposed." On 12/8/95, I agreed to your request for the building permit approval without the luminaire or fixture plans, subject to later approval and no fixture installation. On 3/14/96, the need for luminaire and fixture plans was discussed on site with Bulloch Construction representatives Bob Fuldner, George Bulloch and Jim Parise, along with a few other issues. Prompt submittal of the luminaire plan and proposed fixtures will allow timely review and help to avoid construction delays or revisions. A notable example of lighting design sensitivity would be the need to use "down light" type fixtures/ designs along the northern building's walkways, to eliminate direct off-site illumination. Please call me at 431 -3684 if you have any questions. Sinc re , / / 7./:-. / �'\ • Vernon Umetsu, Associate Plan er cc: John Cohen, Bulloch Site Supervisor /Pace /File file q \94 \sunshin \lights 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 z +�, ocMMMM ..it t. M sZ CITY OF TUKWILA -, �_'ti�, � l �: o Department Southcenter of Community Development - o Building Division - Permit Center 1 ii .. � , I`�� * 6300 Boulevard, Tukwila, WA 98188 1908 Telephone: (206) 431 -3670 : a 1 , i REVISION SUBMITTAL t t, DATE: .//7' 6 PLAN CHECK/PERMIT NUMBER: 39C 0 /30 ; PROJECT NAME: fit" 5 /OE ieD6-6_ (2 1n U S PROJECT ADDRESS: - `'' � / if./. S ► I CONTACT PERSON: 3-(2Z A 2 --- 1) A- 1 - PHONE: oZ Y6 - 7 6 r a' , 0 e P v S y vc-7v�9� REVISION SUMMARY: t , (77/ ,714' Cc) C../OP 1 0 r 1 1 . ;) 1 7` i li a j i t RECEIVED CITY OF TUKWILA MAY 0 1 1996 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. PERMIT CENTER SUBMITTED TO: 1 ` en.) /\/--/-- 'SE-^l ( Pz4 n.1 G14 ,e-Fe3 USE ONLY i" i t , ,+t' ; F t t''1 t O T A ' r ( ..:01'.4;,.',C'7:- Z' l 5S1 t .if 1 t I J$ t .Bldg.... , Planning: t .... `.'Fire.. , 1.. ' ;Publlc'WWorks? , ..• _ .. 3/19/96 . 4. • . . • : , :i14 k, I . •■ 1 I ...-. . ....•4 .• . 4 '''' . . - • • (4. (4 4 'fi/5- 6/3d • .:. tikiR011) E. BOLTON CONSULTING ENGINEER , . "/ .8 rfi c2 NPINHall01.44•AhrOGAININ&W"-000• 6 ' e, itz4 ( ( 5 .// ..? 11111110M0 -is ... „ ,,.. , . ... . . .... .. . 10 //(6',c/ //6z. SSA; A.M Ci/e-‘‹, Date /1/1.1R. 27, C/ Ty OF TG1,4-14,1 s 5,44/sytive RIP4e ) 50c) Sokt 7 C 51/ TE 4: Oz- 14P . 1, 7 5 ' ra6 W4 .9g/88 .. , • . _ 1 . message _77,i.i.x___._.17:<.____72) le.X?_/,_ 7..)-/A 77' 5%:/z7,7 Z<2E-72:._____275.____ ,r1A/ -., A2 ' '.7',f./r.________ _7EL___..C c 4 : e'bt 4 L .0 41 / Z .-:•.; dr r/./ . ,. /. / L. , 2 -(./ .:-.4--• , ' ._ .....___ _ . ....._ __.... _ _ ......_ ..._.. , • ,..--, \ - - - • -,-- ' (.=z, - - - - -- - --.-4--f:L-- : , ,- ..: • ., , , Reorder from Business Envelope Manufacturers • Pearl River, N.Y. 10965 • N P-16 #0 0vD NO WASI ''' q' ( fi kV 0 ' dr Sr 9 - ..,,,, C i / . ; ,.., r , La, , 4, , , . , / 1) r EXPIRES A> 2 9 7 - 9 7 l MAY 0 1 1996 PERMIT CENTER i C • k" . �" 4.'s. CITY OF TUKWILA RECEIVED CITY OF TUKWILA , , t , Department of Community Development 1 "" `�' o Building Division- Permit Center ''' 'R 7 1 S3 tK 0 6300 Southcenter Boulevard, Tukwila, WA 98188 PERMIT CENTER 9 Telephone: (206) 431 -3670 REVISION SUBMITTAL ;, a DATE: 3'/' 7 ' PLAN CHECK/PERMIT NUMBER: B 9s d/ :t. z PROJECT NAME: "c IJ/'-)S 4;`) . 1C .. 106 -- E_ CD f`i k e,•,t i 4 A/tu Pi S 15340 PROJECT ADDRESS: "a /144cAoA -'n /20. S . CONTACT PERSON: L -Dry L�� PHON °�' / 6 - � 6 v - 2 P "% 996 - ?S J 4 REVISION SUMMARY: W e-62 u E_s , _ us e.) FL" ,5,E-7-e_,e. / 1 i of .9000 Ps j- F V 7Wi r a..o,,JCR F EL A$ !., / //�../ 5/ 4/ i P F _ ' ;, '1+ g L 1 X1. , e.-' /9 r C._i&, I c• c---e , x i ,,J 0 SHEET NUMBER(S) \"\-1\ "Cloud" or highlight all areas of revisions and date revisions. 01 1 F PV p Pn o1 60 SUBMITTED TO: l( E?...) A/A_L- S 6.-■ y .-- . Qv } c 11 111S�\ C � , CITY USE ONLY l ; 3/19/96 t4 • C . IP '`h 41 • CI OF TUKWILA I _, � , v . : c Department of Community Development 1 I" ` \t'%\, 2 Building Division - Permit Center '` 6300 Southcenter Boulevard, Tukwila, WA 98188 1 909 Telephone: (206) 431 -3670 REVISION SUBMITTAL 4 ` DATE: 0/7C PLAN CHECK/PERMIT NUMBER: ,8/g � 0) 30 , PROJECT NAME: UAS 4e/ 1 . e 0 O S _It O PROJECT ADDRESS: ' ` 71'7,9744,..)''1 RD , ? i CONTACT PERSON: f),3 i „,J��_ PHONE: \T SSA •, °) 9 -6 ' Vc:'' P/96--E4 0 9 ?‘ ^-gs01/ L0} 77..J k- "77-V---- / 2—o c 4 ) V 77-/-P-- 4-6.0,R0 u gt..... ,..2.a „S 73e tic-7714/91_ - :- - / - 15 --- / s ij."-_ REVISION SUMMARY: !� y , o LS } D k � 7a.J is ^,4_,e4_,-,16. VOC) o,Q.1 R- L_ L F_277- / x Hi) rot/ g-- is J SHEET NUMBER() S V 1 rry a� � "Cloud or highlight all areas of revisions and date revisions. to r >i1- 1� REGE►vo CITY OF TUKWILA Z APR 8 1996 SUBMITTED TO: `F--A) `"Gz-s -�,j P2-/ -17v GI-E -G✓ ' PERMIT CENTER CITY USE ONLY Bldg. Planning: Fire Public. Works' • 3/19/96 1 .,. ,.y..... .... .., .. ,,,...,..._._.,... ._ .. .. ........._._.....'_._.., u ....r.... .,....... ,..rn. •z ^ay. .nis ,: na. !..irt:xsra,-Ha *.:z^tra..:.rr.,. Ups.•,..,.,..,....,....+... W, 7....,_,...,., ...,...,......._............ ..�.........._....._ ........... .. .,..n.�- xtv.+t+rrdt3:b'S.'.': C.. MEMO FOR RECORD From: Duane Date: 4/10/95 Subj: Sunshine Ridge Design Plans Regarding Concrete Post Tensioning Requirements ' 4r Received a call from Lyle Kussman, 861 -7200, asking what, me°procedures are as far as what's required on the plans for post tensioned slabs if we had any different procedures than are normal in this area. I talked to Tom Kinsman (Seattle DCLU) and Bill Mahan about this subject and then called Kussman and told him the following: The original drawings should contain all normal type design loads, i.e., slab thickness, working loads, tension loads, concrete strengths. PT vendor (post tension vendor) normally designs & prepares drawings showing the actual location and details. It should be noted on the drawings that the structural engineer of record has to review the shop drawings and they have to be approved by the Tukwila Building Dept (which will require they be sent through Fassattie) before work starts. The time factor necessary to do this should be considered in the contractors work schedule time frames. The drawings prepared by the vendor that have been reviewed and approved should be available on site in plenty of time for the special inspector to be able to review the approved PT drawings before concrete work starts. This will take close coordination by everyone concerned. There should probably be a meeting held with the Testing Lab they hire prior to issuance of the permit so everyone knows what is expected. The PT vendors don't normally design for lateral load. They usually design only for vertical load. This is main reason why their plans should be reviewed by the structural engineer of record. Kussman seemed to be familiar with the above procedures and didn't voice any objection to what I said. .. • ?ROM KUSSMRN RSSOCIATES 4. 5.19 5 11 :19 . P. 1 C. R c0 R f; R T •1 1 (I. .101 swim) \11 {\l I {ma '1'11 IIii 11111Iun'I {I.141111i {r Hi ill.: oini ` \JJJ`, I I;IlU1N 1I1 111uN :;I••crrl.l •. WAxln IIUSu1d9.1•. Ir\11 NH 9111113 'I 141.11'1111n1;; 1e111)) 1,11.1811;1 11..1.111 (IIIMIl ..:1:1.111i A S S O C I A T E S vAx: Ulna i I -`17•W fl: 00141.1 ee w wxracrims RECEIVED CITY OF TUKWILA JAN 1 2 1996 January 8, 1996 PERMIT CENTER Hussman Associates P10, Sox 1705 Bothell, WA 98041 -1705 Attention: Mr. Lyle Kusaman S IJ -OI , ' D1 (i, 0130 • Regarding: 95 - - 08, 09, 10 (Sunshine Ridge Condominiums) RFA #90102 -08, 09, 10 • Deat Mr. Hussman: We have received information on the proposed project and have reviewed IL for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: General 1. The engineer of record needs to be established to take responsibility tor coordinating and reviQwing the structural design of the entire project, including that which is designed by others. The owner should designate, in writing, the engineer of record. 2. Regarding the snow drift calculation on page 2A, the snow load coefficient recommended by SLAW at a high roof /low roof condition is C 15h /g. Your calculation only used a C =10h /g which is only intended Cur parapet walls (without an adjacent roof) and roof projections. Because there is a sloped high roof, the load caused by sliding snow from the sloped high Loot must also be added; calculated at 50% of the design load on the upper roof. 3. There are several roof joists that are designed without considering snow drifting. Provide supporting calculations. 4. Residential balconies are to be designed for a live load of 60 psf per Table No. 23 -A, Category 4. Refer to the top of page 7 of the calculations. 5. The lateral strength of anchor bolls at foundations per Table No. 25 -F must be reduced when using Hem -Fir. Cheok critical locations and revise all applicable locations. Refer to page 52 of the calculations. 6. While chord forces are typically low, a member near the edge of the diaphragm needs to be provided to resolve chord forces. Considering the typical layout in the N5 direction, the mid -point between shear walls is discontinuous where the chord force would be the highest. Revise the drawings and provide calculations to assure that this issue has been addressed. 4.. c•r;r.2 r, ..r,?p..nj;.,}!' +r';'R:A.4 ct•!� s�t¢�e. FROM KUSSMRN ASSOCIATES 4. 5.19 5 11119 P. 2 January 8, 1996 Sunshine Ridge Condominiums Page Two 7. We do not find structural details at the connection of shear walls to the roof. Provide details at all conditions showing an adequate load path. Details found on architectural sheets do not *hew adequate load paths. 8. We do not find the floor sheathing thickness called out on the structural drawings. ' Lateral - Building B 9. For the calculations on page 39 and 421 a. The shear value of 10d nails at the floor level conneccioes eannet be increased 30% as shown on your calculations. This 30% increase only applies to wood diaphragm calculations, as permitted in UBc standard 25 -17, Section 25.1724(a). b. The value of 10d nails must be reduced by .82 when nailing lulu Hem- Fir. This is required per Section 25.1726(a) of UBC Standard 25 -17. • Revise all necessary details to comply with supporting calculations. c. When the depth of penetration into the holding member exceeds the required penetration of 11 diameters (1 5/8 ") for Douglas Fir Larch and 13 diameters (1 15/16 ") for Hem -Fir, nail values must be reduced using straight -line interpolation. For plate to blocking nailing, nail values must be reduced accordingly per Section 2510(c) and UBC Standard 25 -17, Section 25.1726(a). Refer Lc; Shear Wall Connection Details at Walls M and K, Sheet S4. d. Revise all other locations where the above comments apply. 10. At Shear Wall Connection at Wall M, Sheet S4, plywood should be shown on both sides of the shear walls between the 3rd and 1st floors. 11. The lateral calculations for Building B have not been analyzed strictly using the tributary area method; however, the loads attributed to shear walls appears sufficient at the central unit. We are concerned, however, with the two end bays for lateral forces in the N9 direction. Loads must be analyzed at this location using the tributary area method. At this condition a majority of the lateral force would be attributed to the Shear Walls, Type K, at Grids 2.5 and 8.5. The horizontal diaphragm would have to transfer forces to this wall by rotation. Since the depth of the diaphragm exceeds 25 feet, calculations need to be submitted showing compliance with Section 2513(a), Exception 2. Otherwise, the diaphragm cannot carry lateral forces by rotation. Lateral- Building A 12. Is the Shear Wall Connection at Wall K, Sheet 94, similar al Party Wall B? Details must be provided at this condiLluu; clarify the drawings. See comment #9 above. 13. Typically, all the architectural details on Sheet A15 should be revised structurally to show an adequate load path at all conditions. Below are two examples, check all details. a. Refer to Section E /A15; how are second floor lateral loads to the West of shear Wall B transferred into the foundation /retaining wall? . h. I X 't fx: n.,Yu �,ft.,,:�.(f,"; lT, Tf'i• ryr aF£, xi iF,MY'i Z il +!V `g tl kri". i V ftl ,I yv v.Vi ,0n r 114:044 �ap 4M AIM '.'. • .h. ,,, x�_, .e 'VI ,:„cM:f:rtdi :. a. i..ki n a.:• V ,r•I ' SA , G. . r,„V :v1.� at, vt3r Y?n'it•. Dots, Y;>' S .sx:txv.�..e.rt.r.'1bt.�it,�:v t b .,.S i •. �..z - , i rt .,k.?7.£7. , .. • PROM KUSSMRN ASSOCIATES 4. 5.19 5 11 :2 1 P. 3 January 8, 1996 Sunshine Ridge Condominiums Page. Three b. At Section H /A15, show an adequate load path for forces being tranafarr. into the retaining wall. 14. The values of all Simpson connectors must be reduced by 0.82 when using Ilem -Fir. The BDlOA at Shear Wall J is critical per page 54 of the calculations. Revise any other locations that may not be adequate. 15. Refer to page 55 of the calculations. If this wall is to act as a 12' unit, the boundary of the 6' window and the wall panel above the window need to be reinforced to handle overturning forces. Provide supporting calculations and revise Detail 6/S4 to show this information. Post- Tension Slab Design 160 All special inspections related to the post- tension slab need to be specifically identified on the post- tension drawings. Otherwise, Sheet S4 . needs to be clarified to clearly indicate what special inspections apply to both the general structure and the post - tension slab. 17. The drawings note f'c - 5000 psi. The calculations show f'c - 3000 psi for wall beams on Grids 4 and 7. Clarify the f'c requirement. Please forward a copy of this letter to the structural engineer Darrold E. Bolton and the structural slab design engineer Lzum VSL Corporation and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. .4 Crys al Kolke CLK /WM :2 cc: Mr. Duane Griffin City of Tukwila • 6300 southcenter Blvd.. Suite 100 Tukwila, WA 98188 95to8 • • „,. . M 7 .. 'µ` + `'" 5 r fo .i�',�a or . rtit + ,,".JaF,ty�• SJ�'elt x: tt .'tPYi`'oro t �r' !4 inn �y i> ; x si s�...„..:�•„,,V�.tk,: *:P� �,>. �' t: s�i:,. e...., ��rk��'..? a.” ?. 2u�` �` ��i' e': 22: 3�.,,. ea. K.. . >,Ptl�:aid"�sr�Y�'c�'t��:�. &1 Inc... a. �# SaA���. �v� P.E�r,.t.:t:�"Tt7„+��r�:�.�r 1 M ��..�� S� '1 .. 1. , .. 1 +1 ; , �, , City of Tukwila � �i � � � , John W. Rants, Mayor � �• r: 2 ° = Department of Community Development Steve Lancaster, Director 19OB ,- December 7, 1995 Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 503 Seattle, WA 98104 Regarding: 95 -T -08 Through 95 -T -10: Sunshine Ridge REVISIONS Please do structural review per U.B.C., 199, Edition. Sincerely, tkl.Q Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 • r , . .t � etv .I : a V a : ='"'$�t } 2 t;( C5��1 •'L�5154:7•G'f:•:5, - : j.: 71 : 4 9,sC f2 r 'P AEI .�'+�M }YPJ nw..a,..,.t . , . r . . .. _...:: . � � , � itr ^.�Y'�i.3iir._wI+YMI. ;. +. 3. r, .,��.•lK.ik:�l:rAL...�'fl'an.. ti ( ., .•,. �A.�. 'xws�` .,��' g . �,�$ y .�.��hy�i ��'l'y�.. �XaHys'i ,��Y y(.. ..:.� �. ix Y iq: A. a" U•�.- ,:M'l',+�..:i1Y:x.'v.d5 � <'�.C)la -r�J .i��i� )C:s� �i i t. {, . .1LA' U ((4\ _j°1-4S%, grei \ 0 C ity of Tukwila John W. Rants, Mayor `. i;���,: 2 Department of Community Development Steve Lancaster, Director November 1, 1995 Mr. Lyle Kussman Kussman Associates P.O. Box 1705 Bothell, Washington 98041 -1705 Dear Mr. Kussman: RE: Extension Request for Tukwila Building Permit Applications #B95 - 0128. B95 - 0129, & B95- 0130' A one hundred eighty (180) day extension to the above - referenced applications for permit is granted. Please be advised that this is the only extension that will be granted on these applications for permit. If the applications are not approved and issued by April 26, 1996, the applications for permits B95 -0128, B95 -0129 and B95 -0130 will become null and void on that date. If you should have any further questions on this subject please feel free to contact the Permit Center at (206) 431 -3670. Sincerely, fi ;/ . DA riff �� Building Official • /kjp 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Faac (206) 4313665 OW C, goll 1111111111 KUSSMAN ASSOCIATES Nir Architects, Planners & Consultants RECEIVED CITY OF TUKWILA OCT 1 1995 October 30, 1995 PERMIT CENTER vtec Ms. Kelly Williams 1 •09 Permit Coordinator 0 G� 3 City of Tukwila CpN 11 r1T 6300 Southcenter Blvd. 11) .\10-. pt Tukwila WA 98188 Re: Building Permit Numbers: B95 -0128 B95 -0129 B95 -0130 Sunshine Ridge Condominiums Macadam Road Dear Ms. Williams: Thank you for your phone call this date regarding the expiration of the above Building Permit Applications. Because of the redesign of one of the two wood frame structures and the need to process the redesign through the Planning Commission and the B.A.R. we would request an extension of the above permit applications for an additional 180 days or longer. Since ely, • yle N. Ku sman LNK/ksk I So '1)0,5 = Apr; I AG l g q(p P.O. 13ox 1705, Bothell, WA 98041 -1705 • (206) 861 -7200 • Fax: 885 -1302 ..: : ; • , .. , . ,k q � C+NLY , • s� .., CONV,�SATION RECORD FOR OFFICE USE ( 11 4 ,E2 - , � t1r /2 DATE: OCTOBER 30, 1995 , Ml'' •� ......'•••' !r MON WE WED THU D AY: TIME: A.ft� 1908 FRt SAT SUN 9:1 PA( TYPE: ❑ Visit ❑ Conference ® Telephone 0 Incoming 0 Outgoing Name of person(s) contacted or in contact with you: MR. LYLE KUSSMAN Organization (office, dept., bureau, etc.) Telephone No.: KUSSMAN ASSOCIATES (206) 861 -7200 Location of Visit /Conference: SUBJECT: SUNSHINE RIDGE BUILDING PERMIT APPLICATIONS B95 -0128, B95 -0129 & B95 -0130 SUMMARY: I CONTACTED MR. KUSSMAN BY TELEPHONE THIS MORNING AND INFORMED HIM THAT THE ABOVE- MENTIONED BUILDING PERMIT APPLICATIONS EXPIRED ON 10/28/95. I TOLD MR. KUSSMAN THAT IF HE WISHED TO OBTAIN AN EXTENSION TO' HIS APPLICATIONS THAT HE NEEDED TO MAKE A REQUEST IN WRITING. MR. STATED THAT HE WOULD PREPARE A LETTER AND GET IT TO US RIGHT AWAY. COPIES TO: B95 -0128, B95 -0129 & B95 -0130 Signature a .e y eefferc Title: PERMIT COORDINATOR Date: 10/30/95 C.C� Q Oft ( Tukwila, Washington 98188 -7661 (206) 575 -4404 • 1908 • John W. Rants, Mayor July 25, 1995 r3 Si .t Fire Department Review Control #B95 -0130 (510) S3 Re: Sunshine Ridge - 15201 Macadam Road South Dear Sir: • The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. An approved automatic fire sprinkler extinguishing >i system is required for this project. (City Ordinance #1646) _ All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1646) 2. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 A 4 "A it / City c Tukwila �' i kr p i FIRE DEPARTMENT 0 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 IP • 1908 • John W. Rants, Mayor Page number 2 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) • 3. Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) 4. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) . a �,�WIL4 it C. City of Tukwila ‘Atit Z FIRE DEPARTMENT 1 qs -4 444 Andover Park East Q Tukwila, Washington 98188 -7661 2 (206) 575 -4404 • 1908 • John W. Rants, Mayor Page number 3 When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 3314(a)(c)) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Fire doors, fire windows and fire dampers shall have a label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and UBC Standard No. 43 -7. (UBC 4306(d)) 7. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 42 -B of The Uniform Building Code. (UBC 4204(a)) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed ILA ` wq City � Tukwila Jog � v ci "� FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 (206) 575 -4404 • 1908 John W. Rants, Mayor Page number 4 description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, • • The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd • �11, ,, J LA ....4./0 Cit o Tukwila — 1 i t ' y f Iohn W. Rants, Mayor 4 X t. • .1 ; O i` `_ = Department of Community Development Steve Lancaster, Director ' 1908 - July 6, 1995 Lyle N. Kussman Kussman Associates P.O. Box 1705 Bothell, WA 98041 RE: Sunshine Ridge Condominium Plan check numbers B95 -0128, 0129, & 0130 RN Dear Mr. Kussman, After an initial review of the subject project, it has been determined that additional information and /or revisions to the plans must be submitted to complete the plan review. Please address the following comments: 1. On sheet A -1 under "Project Description ", the Recreational Center is designated as a B -1 occupancy. The Recreational Center designation must be changed to a more appropriate U.B.C. occupancy description. 2. The project description for Building "B ", uses the terms Fire Separation Wall and Fire Area. These terms are not code specific and therefore do not reference the intended construction requirements of the U.B.C. Revise these terms to code specific language such as area separation, allowable floor area, or other code reference. 3. The basic allowable floor area and allowable area increase are appropriately referenced in the project descriptions. However, no mention is made of the building height requirements or number of stories allowed. Include applicable description and reference to the number of stories, allowed increase for sprinklers, etc., see U.B.C. Section 507. 4. The distance between the Parking Garage and Building "A" is 7 foot 8 inches and less. Considerations must be made for buildings on the same property as described in U.B.C. Section 504(c). Establish an assumed property line for the purpose of indentifing opening exclusions and /or the protection of openings as required by U.B.C. Table 5 -A. 5. Related to above the item #4. Exit balconies and exterior stairway may be prohibited where openings are regulated, review U.B.C. Sections 3305(i) and 3306(m). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 . , . . .... . . 4r it .. #B95 -0128, 0129, & 0130 Page 2 of 4 6. The occupancy and area separation details for Building "B" are incomplete. Examples; a) The plans are unclear regarding the boundaries and extent of occupancy separation between the Recreation Area and the R -1 Occupancies ? b) How is the R -1 occupancy's, 2 -hour area separation at grid 5.9 continued below the Recreational Area's ceiling ? Revise to clearly show the requirements of U.B.C. Section 503(c) and Section 702(b). 7. A number of doors and /or windows are not key referenced on the floor plans. Most critically are those related to opening protection. Examples are, door assemblies from the Parking Garage to other occupancies, stair enclosure doors, and the occupancy separations noted in item #6 above. Review and revise all door and window assemblies, key and schedule them accordingly. 8. The "Door Schedule" on Sheet A -7 makes no reference to fire time periods and rated assembly requirements. Provide these specification on the revised schedules. 9. The 2 -hour area separation wall between the west and east portions of the "R" occupancies of building "B" must extent to the outer edges of projecting horizontal elements per U.B.C. Section 505(f) #3. If other options are intended, provide a code referenced explanation and complete construction details. 10. On sheet A -19 the architectural details of the 2 -hour area separation for Building "B" appear to show joist framing parallel to the wall, at the floors and ceilings. However, the structural drawing shows joist members supported on or by the area separation wall. Provide additional details and revised architectural drawings to clarify the specific construction. 11. Provide plan details of the gas fireplace required shaft construction in Building "A ". 12. Locate and detail the mechanical ventilation system required for the B -1 parking garage conforming with U.B.C. Section 705. 13. Provide on the plans, general notes, applicable construction details, and other references showing compliance with U.B.C. Appendix Chapter 35 for Sound Transition. Include reference and details for walls, ceilings /floors, mechanical, and plumbing, copies of applicable sound test or standards, appropriate STC rating, etc. Please note, no omission of STC rating by field testing will be allowed without prior approved and extensive documentation with the Tukwila Building Division. #B95 -0128, 129, & 130 Page 3 of 4 14. The submitted Wattsun Energy Code Compliance Report lists a number of default U values that do not match those in the W.S.E.C. tables. Please review the following and recalculate accordingly. 15. The compliance report "proposed" design doors are listed as, Metal 1 & 3/4" urethane flush with a U of 0.140. W.S.E.C. table 10 -6C list the U at 0.17. 16. The compliance report "proposed" design windows are listed as, 2GI Vinyl 1/2" w /argon with a U of 0.490. W.S.E.C. table 10 -vinyl lists U at .55. 17. The compliance report lists both buildings "A" and "B" with above grade walls components using the Advance framing method and lap wood siding. The structural plans, details, and specification do not permit this energy efficient construction method as defined in W.S.E.C. Chapter 2. Revise the proposed energy design and calculation components. 18. The compliance report lists the floor slab of the R- occupancy for Building "B" as having a R -13 un- vented slab. However, the structural PT slab over the Parking Garage shows no provision for such insulation. How will this be accomplished ? 19. Because the door and window U- values are specific component performance elements, the door and window schedules on the plan will be required reflect these specific values. • 20. Provide general notes requiring adequate NFRC certified default U- values labels on applicable door and window products for inspection per W.S.E.C. Section 502.1.5. 21. No Washington State Energy Code compliance information or details have been furnish for the Recreation Area. 22. Provide applicable plans and information for lighting, switching, schedules, and lighting budgets etc. for all non - residential areas, (parking garage and recreation area) conforming with W.S.E.C. Chapter 15. 23. Provide general reference and details for all occupancy ventilation conforming to the Washington State Ventilation and Indoor Air Quality Code, WAC 51 -13. 24. The proposed sauna in the recreation area requires that these drawing be approved and stamped by the King County Health Department prior to resubmitting. T_,:�.r:4'i, .31b' ag.> +�u .;' {R^'rl' � i;4Cw`}t oq !r �r y j +,�PiJr !:K+ ?.� t �y, fi7:'"�' �: 1�11�: ii" nJ��r .4:Y.��k��3����'��'tyY':4if4�,• yS'° �„�,r.� .+c � .�:�. r.�J )'.£?; �t,- iGaa�4>?: � kw: �ti.` � .SN:t+�ri.r�.'Syftx,!.'z�F +i4�, �r�1�Ci.' e..t u v.311 a, a?, �•��`�.^' s e, S,�r.tri'inS�ws:�:.RR"s',�"'� rK` as #:1 a.,,.�.7_'..� ,�.' �, ,. .�M . , ,,V'31rr 4 v..1l 'ryY. 1; >tn #B95 -0128, 129, & 130 Page4of4 To confirm you have received these comments contact this office and /or submit revisions within ten working days. Feel free to call me if there are any questions from 8:30 am to 5:00 pm at 431 -3670. Sincerely, Ken Nelsen Plans Examiner { ' a :.I'E • • • • • • • • • • • • . . .. R O B E R T C • • A PRO I0 ECN1LblNC, ! 16 2 I71 H07EL STREET FOSSATTI SERVICES 801 SECOND AVENUE SCITE02C CORPORATION N SEATTLE. W4S1IIXOTON 96104 (IONOLUI.U. HAWAII 961113 TELEPI IONE: 12061 621-1803 TEI.EPI IONS: 18081 533-6699 A S S O C I A T E S FAN:12061621 -9 FA N: 180 343.2200 { CONSULTING ENGINEERS May 22, 1995 MAY 2L;.]195 • DEVELOPMEly F Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Attention: Mr. Lyle Kussman • Reference: .95 -T- 08,09,10 (Sunshine Ridge Condominiums) RFA #95102- 08,09,10 Dear Mr. Kussman: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. All drawings containing structural information must be sealed by the engineer of record. For example, Sheets A14 through A19 include information related to concrete wall and slab reinforcement. 2. We must receive post - tensioned slab design information prior to issuance of • a permit. Revise Structural Note #7 on Sheet S4 to require that related drawings and design calculations be submitted to the City of Tukwila for review prior to construction. 3. Special inspections required by Section 306 must be specifically outlined on the Structural Drawings. Such work would includes concrete testing and placement as well as placement and stressing of reinforcing steel and prestressing tendons. Include a note on Sheet S4 of the Structural Drawings indicating which work will require special inspection. • 4. Verify size of beam along Gridline A.5 near Gridline 3.1 as shown on Building B Roof Plan (Sheet S3). Page 3 of the Structural Calculations requires a 4x12 beam. Coordinate drawings with calculations and revise as necessary. 5. Verify required deck beam size at north -west area, Building A. Is 4x10 sufficient for 8 foot joist span? Reference Page 6 of the Structural Calculations. 95T08 1.000 5/22/95 • . ' , . - . ,,,%,,,.,,i.7..',;,1:.,:.,g;,,!.mgtim=mgrAtl,.malgumliaT,5Amonamtmmomnv.$1.4mInogsWzamotsvAymmamgmmmaolft. :,,ii-.4.)41-20t4.1:'2':Ir4!:.-44'k,Wt e . (:.' 46;ig 95-T-08,09,10 (Sunshine Ridge Condominiums) RFA #95102-08,09,10 May 22, 1995 Page 2 1 ' • . 1 6. Allowable axial stress for studs used for fire-rated construction shall be ',. reduced in accordance with Table 43-B, Note 16. Verify axial capacity of *., all studs. Revise calculations and drawings as necessary. 7. Where is floor sheathing thickness specified? Please clarify. 8. Provide design for the additional roof loads imposed by drifting snow in accordance with SEAW recommended provisions. 9. Dead loads shall be multiplied by 0.85 when used to resist overturning forces, in accordance with Section 2337(a). Revise Structural Calculations and Structural Drawings accordingly (i.e. hold-down requirements). 10. Specify welding requirements for reinforcing steel on the Structural Drawings (reference Detail 1 on Sheet S-3). Include grade of reinforcement and welding process/electrodes to be used in accordance with UBC Standard No. 26-8. Please forward a copy of this letter to the structural engineer and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office as required. Best regards, 4e5;1 4„4 0 1,■(: : i ? . 6 2g 7 ;1 7 4 64-1 ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS:1 cc: Mr. Duane Griffin City of Tukwila . 6300 Southcenter Suite 100 Tukwila, WA 98188 95T00 1.DOC 5/22/95 • ":i%,t .y - • 7: : 1 y { r, , Ps 5' it, v L #r v. 't ,. ? t `� i ? � ! + 'f , .r r « ores•rv�'"r�� �'��,� n+1w$�( ' �'. �< � "`� ' r�y� ,tom � 'r �.t,�1i�`� 5�1�. S� `' f'�+' e i" � l � fp, lixi} �;;— Y•ii'Y` X4'''' � r �. 1tsi:cl4t�.�' � u ?ly nLlswigw t .. o4Y.�c+a.�.u• i'.il?�fx+;:<+b: d \iw4{�4x f x:.:0. Rrt d�•�, 5� w.o .'K �ru�r���5•;.a., � .,.�2�iA.t'�)'. a � • 4V0 - , City of Tukwila John W. Rants, Mayor u' iy�� . i_ = Department of Community Development Steve Lancaster, Director May 3, 1995 Robert Fossatti Associates I Consulting Engineers 1000 Norton Building 801 Second Avenue I Seattle, WA 98104 Regarding: 95 -T -8 thru 10: (B95 -0128 thru B95 -0130 Sunshine Ridge) Please do structural review per U.B.C., 1991 Edition. Sincerely, 4 Syl a A. Osby Acting Permit Techni an 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 5 • • Edr:: '..`z. :tp:.7s Y:..s..v : r,: s.i- viiwz Alt1 p,fst..ezw a ttt Y }tilF Y`>A ttZe2V/JO 141 :'Gii.S+L.^ 5il%?!YJkN i t N W AVV2r v.v J '� kis/ 3 s LEGAL DESCRIPTION • THAT PORTION OF TRACTS 22 AND 23, BROOKVALE GARDEN TRACTS. ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 23, WHICH IS , 220 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT 23; THENCE EAST, ALONG SAID NORTH UNE 4 FEET TO A POINT WHICH IS 224 FEET EAST OF THE INTERSECTION OF THE SOUTH LINE OF SAID TRACT 22 WITH THE EASTERLY , MARGIN OF THE COUNTY ROAD; THENCE NORTH, AT RIGHT ANGLES, 140.0 FEET MORE OR LESS TO LINE "D" OF A BOUNDARY LINE AGREEMENT RECORDED • JANUARY 5, 1972, UNDER AUDITOR'S FILE NO. 7201050122, THENCE SOUTH 88'33'07" EAST ALONG SAID LINE "D ", 223.09 FEET MORE OR LESS TO UNE "C" OF SAID AGREEMENT; THENCE SOUTH 010 EAST ALONG SAID LINE "C" TO NORTHERLY RIGHT -OF -WAY MARGIN OF 'STATE HIGHWAY N0. 1, AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE NO. • 5480008, RECORDS OF SAID COUNTY; THENCE WESTERLY ALONG SAID RIGHT- OF -WAY MARGIN TO A POINT SOUTH OF THE POINT OF BEGINNING, THENCE NORTH TO THE POINT OF BEGINNING. 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OF,TUKSN4-A', • ..,, :,•' ' ' .j N, • 1 f 19e' ::•; . ' +•;: • ' •• • '�:'; • PI=� .CENTER •` • i ' r' • • • : . i , ,gA. r.ti .u.w„f Z4'j ..:'..'": y 134..t.,, Rrx• cr:; mrs -m.•,,,A=....rr.nry : z nt'6,1 ix1 Awh.1.rA'7, rtr;!`irtrI ;`.I I V,::Y.".J1e t1 ".a1•1 .1`.6mr.rn. ,,- scrns.rw..rran+rxret tt w:rnavmr*t.hettO Pot!•fttltMA :tenttt*trYahM, V 0 -'d 1 -1 US: 4b1-1 I-KUr1 I u 4J1Jbb I 1 13UL 1 CONSTRUCTION CORPO(::TION • , I DEPARTMENTOF LABOR AND INDUSTRIES . 1 : • THIS CERTIFIE - THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A , i %1. r - ' 17 � °n . r ,. y uy : !x I t�L`� i i'r: ' ` - . f , . - r" . ` • ' .. I -'` . • • STATE OF WASHINGTON ' ' ... t. • _..EV �,- .S 1 f trl. 7- ‘:.,t-f, i. ` -f - , . M 1 ■ Ii ' ; + •t j T -' ' r _ _.. e ' : � J ra�. F w•�t i" ' ' .1 $ - • u y 7 tr a y .. ,ex, , ' 1 .i.! • .. r %1440) Y _L .. •1:l r* 1 1 13 • • • I , • i 2323 • /flake Avenue East'" Suite 410 + Seattle, Waskiigtoa 98102 • (206) 324 -1314 • Fax (206) 3244886 TOTAL p.ei . FILE # 9sint - 61 36 . • • . . . • MISSING • '71H _ 1} — -- - _ ,\ p 3 . . r�� ., . � ►•w:�•L'i °. -•4 'l��i. +. ' ia!+M 1�`k `A : $��� .h \\ idle 1 , ^$\ . i"4, „ " 1 { 14 . 11 -- . FE T 40 • r '18'.. g • l � WI \ \ -%: \ r /3_ .... ..07 � i,, `' P \ - \ \ I LEQAt. DEScRIPTioN F TO THE POINT OF BEGINN I \ ,„ - \. 1 +` - _ \ I - THAT PORTION OF TRACTS 22 AND 23, .8RO/N(VAIE GARDEN TRACTS 1 4 \ '• eA. _. ` I3S - .. - `• ACCORgNG TO THE PLAT 'RECORDED IN VOLUME 10 OF PLATS, PAGE \ r j \ :� �. r _ _ \ , 1 � 1 .N 47, IN KIM) OOUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 10 \ ;, \1 / �'` a ,_ . , -� IN EMI MIN \ 1 BEGINNING A7 A POINT ON THE NORTH UiNE OF SAID IRACf 23. WHICH IS ,,:P '` iy °. 4 t. R 3 y �' 1 N O \ i': _ ` � `'` S �,, n ti - 4 8 BE G F NIN F.A O OI NE NORTHWEST H NER a SA14 TRA c THENCE EA S T... \ '� ,-- • - \ - l ,� - n ' - lr c n . - . !1" j n( a I • T�FIE OF 7HE SOUTN AIU TRACT 22WiT T THE EAST '''''"N. ? \ e, � _ . ` \ , t. t R• \ . x ,�, 1 y T . , • -,6 ,•,.. f �.:t Y i i� l ip *�'1 ( / - s \ 4� \ - N 1 �4 A l l� ' • ks i I MARWN OF THE COUNTY ROAD: THENCENORN, A7 RIGHT ANGLES, 140.D FEE? �. •,. ', r •• 1 10. E OR LESS TO LWE "D A BOUNDARY LINE AGREEMENT RECORDED t y f L4 � I . y. :z7fjt ! / ` _ \ 1 mac,.. ,.., - �, 1 - ... - JANUARY 5, - 1672, UNDER AUDITOR'S FILE NO. 7201050122, THENCE s ou. Q i ) �. \ . - .. `v $•,� \ ." \ . � , 1 A D 1 -7 : 43' r EA$T ALONG S AIa LINE. -.•D` 223.06 FEET MORE OR 1E55 TO UNE u S � ...,,.�..,.,,,r..- „°� - �• _ \ \ 4 ^ , 'C OF SAW' AGREEMENT; TH ENCE SWIN 00'41' EAST ALCN SAID UNE C” ^" • °: - \ \ , TO OF RIGHT -OF -WAY MARGIN OF ST HIGHWAY NO. 1, A CGNVtYE .-1 C / , L L k i,„ y • [ ■ ! - \ \ - 14O ` - - ... 'Y r' \ TO mu. STAIC WASHINGTON BY DEED RECORDED UNDER AWITOR'S FILE N0, fn i� Al /\ ' �` - •� ` _ \ . . .. __ y - 5450WB, RECORDS OF SAID COUNTY, THENCE WESTERLY ALONG SAID RIGHT-, r,' _ \ �.,. --t,, zt I � � ,�� - �A OF - WAY MARGIN TO A POINT SOUTH OF THE POINT OF BEGINNING, THE NC r 1 T _ s lj ' �����' - \ ' g: TH ING ', • . FS , v NOR \ \J __ A ,.° < I •' • �. : `- \ ` ` \ TAr � ARG CL II572a OLL2 . 1 .11111,11. \ 1 • Pi i Igti ft .... gLIN lirk.:4,§0_ , . .,,-., -..1 , ' , :',4 ' c_ -,- / NU v \\ \ �- _ \ 'r�oop \ (17.bo' \ , R000 \77.50 \ wP ®r E \ \ \ 5. L -T' i uEn ""'•. Ch "1 ' Not 1 r � f #1 .�' 6 , n.,, /1.\ } \5'50 . !O$,16 \ 85 4 !(a 6 ■ \ ,' W� 24. � Sa " �.. \ (2 \ •! � ° \� - - \\ \ [3 409 ` 149.5a \ \ . 1\ \ \ \\ \ I l . \ , Roar 172.85 ` B 3 1417I(e \ ` 24 140. 1la \ 2 : d9 ( . 1 ' / \\ . 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' ! f FP&R1c µ14,,ia .:.11 ■ \ • , •� 1 \ \ 1 / ' ` :MT d i1 \ 1 1 1 1 \ I 1 \ \ XEGREg7\ Ohi 1 51,ocP \ ` \ 1 \\ 1 1 • r7 1 ▪ ' �:, i I 1 l �.p j q! 1 ° ' 1 1 ; \ 1 t I ` I �_I NN '�_ / 1' ; I M 1 \ \ \ `• \ 1 1 I 1 x 1 • 1 ''J' C A 1 Vie` l NCTIO' , .... y' N 1 �: 1 I k ♦ ■ 1 1 I i - h "�I IN I 1 1 I \ I \ 1 1 C 5 I 1 \ 1 r \ 1 1 ` I _, 1. / t19 '� � MEWL I \ \ ' f ! 1 :' 1 N$ \1 1 1 \\ \ \\ 1 1 � • < ,`� 11'1 � NI��i � ® ° , 1 -t - + 19f:°o ' - 1131.•• + \ leo \ , 4 , 15f . t w� . =\ _ . 1 \ 3,.•0-1 i -I . 1 41 II \ ' ,1. IC,. , '' - 0,� a ,30,7 c \ fa," . 31 \ + \ - tilI31.46 1�/. „1 . \ i \ \ .. \ \ \ ._ r1 � t • � SHEET NO. S1EDT CONTENTS. X _____._______________ j i• -\ \ - \ •� rr" • 1 1 YY.. . A l SAN /� 1 \' \ i \ - \ 1 \. ? �•� I .w A1 PROJITE E PL D ESCRIPTION & GENERAL NOTES , 4D y. 1 \ \ _ I \ \- `g« 1 _ ® A2 PARKING GARAGE # 1 F. BLDG, A LEVEL I - `'• , ... .. ! y11 I(o \ \ �� , _ {T \ 1 . / 1 \ . 1 . \ \ \ - I I A3 PARKING GARAGE # 2 & BLDG. A LEVEL '2. • • f ! N 1 ' I t. \ \ r \ 1 \ \ s 1 L _ 1 .1 \ : . 1 '1 A4 BLDG. A LEVEL 3 & BLDG. B LEVEL 1 _= - '• " � O ; I \� 1 \ 1 1 \ ' &1. 1 \ 1. ` " �,� I j {' Al BLDG. B LEVEL 2 6 ROOF of BLDG. A _....., , , ,`- \ r ° \ 1 1 ' \ \ LDG. B LEVEL 3 & SLDG. B LEVEL 4 1 -.? _I, \ _/ - r• \ _ \ \ \ \ ■ \ 1 , :• -# 4 ° •f 1 \ \ - 1 � t. \ A7 BLDG. B LEVEL 5 & part of ROOF PLAN • ,; t V 1 , \ \ 1 \ -\ \ '�. 1 - \ 1 - A7. - 1 BLDG. A ACCESSIBLE UNIT - Il \ W •• \ \ - ♦ \ 1 l \ I 1 \ 1 A7.2 BLDG. A UNIT PLANS ,t \\ \` \ \ \ \ - 1 1 1 / \ 1 I I ( \., A7.3 BLDG. B UNIT PLANS & WINDOW,DOOR SCHEDULES r . \ �v ,, j \ if \\ \,- 1 A .. / �' 1 ' \ AB BLDG. A SOUTH ELEVATION �J1 Q I 1 , \\ �>ire_ � .A �•�., A�e, � I 1 1 1 ../ - P \ 1 1 1 /. AB . BLDG. B SOUTH ELEVATION I ` "° C v },. , �� \ `� ' FA$,' TOP 4 SL.A 18 A1A1G \ I ,\ ./ . 1 1 1_ 2 \ BLDG. B NORTH ELEVATION , N \ ° \ i \ A9 L \� u° � ' . � \ \ 1 1 ' / i \ 1 I I r • ' - ----' A10 BLDG. A & BLDG. 13 EAST and WEST ELEVATIONS - o - :' ! \ \ \ \ 1 1 - / �.. 1 1 441. ( All B A NORTH ELEVATION & SECTIONS i - - \- .. . = \ 1 1 - / I _ . Al2 SLDG. B SECTIONS F a �. N \ 1 s 1 p 1 .. � r J \ I \ \ 1 \ \ I i 1 J �. Pt 1 ( \ i mil( 1 A 14 BLDG. B 5£CTION6 - �J A1¢ i AI & - �-{,�. \ \ ! \ \ 1 - \ \` \ I I 4 1 ; . 1 1 I ni A15 BLD . A B SECTIA I' ! _ \ ?4 \ \ 4 �� 1(1 \ \ 1 _ I � I . N a D ,D A SE TWO 140UR WALL DETAILS 1 r' ` \ a IOo6 S _ \' \ \ \ \ i --r.- 1 I 51A8 1 N A17 BLD B SE CT I ON S. !. �� \ , . __ q,00 -_.. __ 4,? 1 287a \ { �+ A 18 E PL 14 > ! 9 .� _ — — -� - -- \ \ 1 I I 1 1 1 1 A 1 A16 9 X C A VA T ON PR SECTIONS r _ *, \\ \ \ 1 -- 1 _ _ -_ -! I I I e�j A 20 O V E RAG . CALCULATIONS ELEVATOR SECTIONS '1 \ . 4. 88 33 1 2-�W.\ ° o I \ 1 \ { I I o I r C \ 4 �y ,-�.� 4T - ,tl lb•°° \ J I o A21 RECREATION PLAN & CALCULATIONS i ;-. d • N L \ -y ri 1 \ % \ I y \ - \\ \ I 1 1 i .. ��, 1 1 1 STRUCTURAL I O 1 � t \ \ \ • \ Ila •, '-: 110 v 1 . \ \ \ \ 1 1 j L IF A i .. I 1 - I 1 1 • I z S2 BDG A L LOOR 6 ! ROOF FRAMING WALL PLANS ' ' ` - - T f \ \ 1 I 1 _ _ \ o ` \ + \ a t• i ` I � \ \ ' \\ , �1 1 1 1 1 1 1 I S9 STRUCTURAL NOTES SHEAR SCHEDULE & DETAILS II • \ N \ \ _ l \ _ 1 1 - y I - 1 -.; 1 S5 FOUNDATION SECTIONS & DETAILS z ` \r ' ' ' : I • t \ '\ 13- 1 \ e '� 'RpoF `` Id3a3` \ "kPaF \ W7, 42 1 \ , - °' 1 l I � ... i � POST TENSION SLAII CID ! ,l \ 3 1. \ - yi ` - A301 I` ao \ A 902 Co. o0 \ 1 g _ i U t r ° O te r» ,,,, 1 \ \ 1 1 , 1 , r -- - ,-,._ \ a 8 " \ \ A2a2 129, \ 1 1 1 � } 1 I. PSI GEN NOTES 1 � • v 4 I ��\ y A 2 n 1 144. z.G \ \ 1 l 1 '. 4 I I F — � S•tt \ o I C ° 1 \ \ \ GR i d: . —; \ 1 1 I I PS4 PJST TENSIONING PLANS \\ A 102 \ \ 117,08 \ 1 1 \ \ I r I I I PS5 PS2 P.T. DETAILS \.\ A 101 1 1 :. 3 , 3 \ \ \\y_� N I \ I• \ \ \ ( 1 1 PS3 R3INF. PLANS . „r i pc° \ 1 _,,..• Q c .Z , C \ � \ 9 \ \ \ 1 9 1 I \ \ 1 _ _ MILD REINF. PLANS -• per% - y \ \� \ . \ \ \ \ 1 \ ` \ \ t - I . 1 I P55 R -INF. PLANS , 'H‹: - .: � tAl T \ �11.7s 2z oo_ \ I P.A .n --S K i \ �.� \\ \ \ \ \ \ \ 1 ' i 1 \ = \ 147 „.. . \ \ \ : d \ J \ � _ Ttoo1' 151. Sa - 1 i I 1 _ . ° At \ AHr.� > 1 3 8:Q a' A 5 4 216 LANDSC _ '3 , \ \ IOG \\ �\ % \ I \ \ \ \ A2�'7 \ 2 875 1 A204 ;5.a.83' I I ,I 1 I ` S \ ^ ' �. '�' L1 ° LANDSCAPE P LAN ` \' 11 . \ - \ . \ I. \ \ \ 1 : \ \ 1 1 1 I I t CIVIL . Li l ` I ✓� iil S la 1 \'\ • \ \ •� \ \ \ \ \ 1 I I \ 1 . ® C] GRADING & DRAINAGE PLAN I- �' -- ft:Zr k'• 1 I 2f p � 0 \ \\ , _ , `• \\ \ ._ _ - \ \ \ \ \\L \\ I \ \ I C2 GRADING 6 DRAINAGE NOTES & DETAILS - '✓ L I 1, \ \ C3 SEWER & WATER PLANS Or �' p�\ ” l _ \ L rig � � \ \ \ \ \ \ \ . \ \ \ \ 1 f C4 SEWER S WATER NOTES 6 DETAILS O �” i O 4 \ \ v �y \ \ \ \ - i,: \ , " CS DRAINAGE, SEWER & WATER PROFILES S l c :n - 1� I \ i ,,c ^' - _ \ \ s . ` \\ \\ \ \ \ \ \ . 1 ' \ \ \ \ \ 1 / - C6 SEWER & WATEft PROFILES ' yr ' L � 1 // U i� - \. \ \ \ I r'� • �'> t. / \\ \\ \ \ \\ -) \., , \ \\\ \ —' _ \ \1 1 it - - mod, -�_ ' 1 r a \ `\ \ ..' \ \ �\ \ -° \ G . \ .. .� y • . i / ' _. - . J / � / 1 1 1 i , `r • \\ \ \ \ \ ` \\ \ E� ` \ . \ {F. ..TE ' L�t .. -. i . - / (,.. \\ - ' . \ \ 1 \ ::\ .: \ II, - �J IT E_ �tA ri :cElveo L \ 1 1 1 o _ -`_ � I. 1 _. 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C Revisions z �`?o UN SHIN E / - y o . w K ss ASSOCIATES �J 1.d11L�) a7 ®C ; I :',3',”' ` `” '- A 3 —Unit G o n d m i n i u rn m Architects, Planners & Consultants s ' p s� ; N ,, for • 0 P.O. Box 1705, Bothell, W.A 98041 -1705 RSA 'Associotos , - (206) 861 - 7200 +Fax: 885 -1302 i Macadam Road, T ukwila, Washington ,, , _•,•, 7 ..-...".'....--. 0 '� � \ ry T _ { - n ! M I 1 • .. - - < �' cif 9 " -i '�! c t BOIL JI l 't t ` 6 PERF. DRAIN T - -, - .Cj \ \� L YARD DRAIN. $LOTION A -A SE f L &i\ i _ ,..._ 5138342B F Y RPCK' \ o s zo ! YARD D RAIN rm. t \ • i ___, ` ' f P _ , - - .. 215. - . - - `-+- ` I \,:s, ®SCALE �' 2 � a .1! 4" 1 ° ° .e••� 2' -3 BERM SCALE. 1" = 20' ,.° w 2s. ,._ ,A. 4fi 721. sq_ ft. o " 111,4_01, l i t - 6" PERK F� \ { 1 ! N \ 1.07 acres : k '' - ALONG ` - - - ~., , -! a• <; \ . w < < o E _ i -. Ilillll YARD DRAIN" z / . i YARD c c Ir w a t.. " .. - ARD DRAIN ` ` \ 3 F U ; . _ - - - - 30.38' _ - _ .. -- � _ , ^ - ��c - . - z -z. -- . t -. . ,,...s.::\ �. i y N o f ROCKERY 4'- 11 - , 1� 215.00 w MAX. HEIGHT _ _ 1a -.� OOrD - t : . I , E LEVATION DATUM: K.C.AS. • F N � 1 ` 6" RRAIN/ ( t r r \� ; z 6" PERF. R KERY 1 iiil , I II \ H` . . \_.._ - _ ■, ■ I' - MARII DRAM I \ • .` I F ,: l \ , i i w DRAIN, T1PI AL �' 11111 n6HTLWE / It CONCRETE L.P. BASE LOCATED \� BENCH MARK: CHISELED ❑ ® SW CORNER OF z p z n ° � ' o h II • T i- 1 °r' _ ):. \ 3 a -4 a �•'�� \� \ t �, \ ` \\ ` -. - - I' •.1. T F \ SOUTH OF 1UKWILA PKWY ® S. y-'' 7 I 1, LINE BRIDGE & THE I�/ I ' INTERSECTION THEREOF. f �" \ 1 \/ I I . ... r \F I , 'a l \\ ELEV. =36.44 w s •y . ;_, 1 u a / '\ FF I • � FF 135.5 I I ; \ \ \ `. e . J 1 i 1 2 !: : ,,, '/ i BUILDING #2' I 1 I \ o FF \ \ LEGAL DESCRIPTION � • • DR • AT t - 1X1.90, �, 6' P f00TING . � . r �" \ RG 7 - ,,1- - _ _ _ _ k ,} 1 .L \ '1 mr '' i S E V ''''\‘‘.\,', ` THAT PORTION OF TRACTS 22 AND 23, BROOKVALE GARDEN TRACTS, I '' o (n�1 •0 DRAIN NE / / \ t __ __ _ , ORA ` / J 1 1 � ` �c - -- - : S 1 4!, . \ ACCORDING TO THE PLAT RECORDED IN' VOLUME 10 OF PLATS, PAGE , � .2 -�s'" ::. . a CB d4 TYPE I -- tip , / � .L, ` - .71 " I ` I T . `� ' `• `. ( - 4 7; IN KING CO UNTY, WASHINGTON, DESCRIBED AS FOLLOWS: je VANED GRATE • �` - 1 r 1. 4 .. yqZ / iit1 � _ , r )'- 1 77-- L L_�7.= • 0 .H. .11 k7 C 3 _ w RIM a 118.3 `�` 1 1 / • I ----- > - ,r" / \ / - , BEGINNING AT A POINT" ON THE NORTH LINE OF SAID TRACT 23, WHICH IS .11, ► • INV 114.6 , ^ , +, C0 i 1, 1 r � -- !; \ 1 \ - t- - -� / a , 1 ALONG SAID NORTH LINE 4 FEET TO A POINT WHICH IS 224 FEET EAST OF i. \ 220 FEET EAST OF DIE NORT}iWEST CORNER OF SAID TRACT 23; THENCE EAST. !. t o >, \ I, , I - . " r t 1 Y ■ 1 . . - V r?' • t ) I, ', -m • - _ -- ' \ - t _..__ - � � ds • • 1 ® , \ THE INTERSECTION OF THE SOUTH LINE OF SAID TRACT 22 WITH THE EASTERLY CN • 6' PERF FOOTIN DRAIN yS - <0.-' 71 • 7. w ., ; i I , 1. �% �m ." 1 r i o MARGIN OF THE COUNTY ROAD; THENCE NORTH, AT RIGHT ANGLES, 140.0 FEET y 1 I , B I u E,v 1161 MORE OR LESS TO LINE 'D OF A BOUNDARY LINE AGREEMENT RECORDED JANUARY 5 1972, UNDER AUDITOR'S FILE NO. 7201050122, THENCE SOUTH ` 111 f 0 'it' • ROOF DR IN / 1 ��- ?TjM - . I - TICHTL - _ t �\ \ - ti I' - 5 �, \ 88'33'07" EAST ALONG SAID LINE "D ", 223.09 FEET MORE OR LESS TO LINE i - ` \ I ® �` C OF SAID AGREEMENT; THENCE SOUTH 030'41" EAST ALONG SAID UNE "C" PLAYGROUND /LANDSCAPING / I - l° 1 l1 `Y ' \ (T U TO NORTHERLY RIGHT -OF -WAY uAROIN OF STATE HIGHWAY NO. 1, AS CONVEYED p g s" R. DRAM, I DYER UNDER GROUND GARAGE 'I' \ TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER AUDITOR'S FILE N0. / YARs pRA1N nn I ' I - '\ 5480008, RECORDS OF SAID CCJNTY, THENCE WESTERLY ALONG SAID RIGHT- G TIGH NE I ;r - ' - MARGIN TO A POINT SOU. F THE POINT OF BEGINNING, THENCE - I t tOOQ 1 , � I ' i \ wm .. NORTH TO T H EP O I N T Of BEGINNING, O • : 1 1 , _„.• e . . ' ,r - .. ! - . __ , '. ' 7 - \ - • . : 0 ]- i,,., I ^ 1,T'1_ -_ i YARD: DRAIN TYP. s.. - <C _ \ 11 a 0 • rr �� ... - - p \\ ,. 1 �a -` rxc _ _ + 0 0 I 4 "; - � i�i 11... 6 - PERT. fQOTiNG _ \ , I , 1 . . - .\ S HEET INDEX �" o i . ': • CB d3 T1PE 1 ~ -,t \ - D$AH4 _ - - 1 I I - - I I ! so- I � i \ i t GR AGtNC & DRAtNACE PLAN 1 . - I i i ' fl 2 GRADING & DRAINAGE NOTES & DETAILS z3 WATER PLAN &NOTES . ._ _ 1 I 11 I } ._ - = 4 SEWER PLAN NOTES k DETAILS • Ix t L I , 5 DR AINAGE S & WATER PROFI 7 ! ,D, „„ ) \ `y FF -T15 33 I ''`- -- -2 I , YA�Q DRAW ! • I ( - ,- • / J C6 T.ES. C. PLAn _ � li I ` - / �'\ \ ( i / CONNECT PERF. • /1/1 0071NC' DRAIN I� j�` ��// di o T. //-- I ! TO .FOOTING . ,4,,, I BUII.DI Cr _ l , , I , ,, i ii l U . \\ , xi ce r2 PEI i j f TGHTtJN // FF =117.8 FF = 128.75 i , :I \ aYan R o c F W;vANED cR 1 r - - - 1 • \ t - APPROXIMATE EARTHWORK QUANTITIES -a RIM = 103.5 TW 110.5 - - - e I FF =132.8 t II \ U "' INV .. 98.05 - - -_ - / 6 DRAIN ` I 7 C+. R 1 06.5 I .! _, . - - ) . I 1 'I f .,.. „ :-. 2 • : , 1500 C.Y. . TRIPIN',;S II, W { 01 t kv,,,,,,, 1 .... :. . ' ! r - -- X d TI `,� - 1 I . �� BLDG 6 PERF. S_ 1 W z P 3500 C.Y. GU L- - -- l - - - - - ADS F• N G DRAIN 5000 C.Y. FILL -- _ - ROOF GHnJN d t \ - _1 r\ - o u,, 071 o I z � . • I r;.T1:I �,r .. \ R00 •RAI t L _ • : 6 ROOF D _ . e I. ` • WEST END TO ELEV ... co ,^ �' an t J _ C _ , ` I x - l nG TUNE 4 : I ' r ,f \ .. \ . 1291 O EA 7. END _ �. 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TOPdMPd3 a 101� I'e3, T 0. l C f Y `CUSS I .. / Cc '� - �� , 'j' � � � _ Y I R MA aMM OULDE4 R ACf ' EMHIla toss I...0 w ,1 l w4 * . �� : � _..:'` •'('• P4ntICA awuV.' JNa'o ea w►Bra r ,70 jlrac f < ` • -- -` / - "k "`4�c k • _ ` N . • "�! 7 a nl.uff 000Rn•111M In'r .-ron lea.e tl,'A4Rt' c ,. °n. , ,h �, �±` ` 1 / !RI tlfluRn i1fl1A`NPJmI 81OlJ M T P ton it O.0 1 ' S � 4 l Y'(', 1 G� I " { 4 r�,wnnoRnermotwRa YIRPIfS wizeoAa� Ira o y} r te..... NOTED , y S, 1 - S /// • NA WHOM. AgUZrnUUM 0.0014 WWI: I,a. 1,...c., { { : ? i : F .L MSr MAC9p1,N ITCLCATA 4TM MAONOl1A ,•. -` / •� Mfr Mucullf+ufsa/eRTOVRAarr.aty MA,Ifrz+oans/ 1,,,,, K d . rnr rMn+FSroosazf'ntxrosrmAU noamN m ? l �,i 2 s en m nwtwln ra �w amlor rNanNU. ti r j Y �' J n rlERM JAPONICA LA.T O'.T16 YM1LY .11RUS I }' rl•a• rRUruf IwuRO+sI1Ar1vTro wrllrx arr'I w cBn uunri - . } H1 1 or a. +ERCw rMU Stnm PINOM a - CAL j.tsNa2Ea :;` r 8 T t ` d I u• / RNV R146UODHIIORON LNN7UE• arrM. APP.:a. J l L W:1 ' A I ' Air.. N,OOW@IOROR^HRa1NIA MRICOT. NAY T 0.0 1 1 . \ II "- % RR ROSA RUOOSA I: .. J1r P �/ . MACKr.CATA AM 1.-:.,:re i 70.0 nsNm ( '1-{!' _ - L` UG,h _ (j + ,'' !.� f - w LRBURN OAVa�II. `nNUD Iro.c p ! / � � I I r I 4 l vrr YISURNUMr21,A22N/7T/f16NTOfuM zvuwlNUM ea.e. / ?.. f.' ' t � , . ^ ,:,- ,t ^,1n,,1 1 1: . / ,— ` t „ } •` ` _ �� .•r T tR Tllu F ',aG - . i. 1 �` } "f 14.l, i � S�' v- oty>_�Id 5 OaQu � t ra I „� it ~ '. r 4 r �'r (� 1,�� � 1 r ' / :4CF �"f -� •I"TeJ t . "�HALKA•� fiC {n97 2 "GA4 F - . s I ( . . ft5i `� r 4 t` C I �' I - Y•'w � t Tf S % ; �6!4' i f t'!" �� " N '•a EO /LA { 1 tii� � I, - `*r . : : ®. —, i ` 1'E6 . ""tfG'' r;� . i \�-r• : . . ; � . i' .- _\Y � i - /!' .l-c- G I IS ; c 5 ¢ 6 :l. !i4 .it''S' o L.s 14. _ e , , -_ :4 c ,,,. `[ v v T f , j , �t 5"[_ +. � � IE. � �t Oc'r =- Ko �. ' i r.- r '...._ ,ue,3 , / , , — . 'r - , � 1Y — 'r �' i ► :ail `�i - \' '\��i: 1 + _ • i_ �t , "�► ,' „,.c., - , I . _ 1 Y • i y � V F (�. 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M '' -,..._. i ,- ok . ., Ca 1114 1 i T 11— V I.,1 ' . - . a .-v.- . _ , . - '-fC r I �y\ J f �-" g itb- '= } 1 r R /1 ;X: ' k. 'c.l: f`�: , :r. I , l r ,yl ^^ . , '" . i ^''p"p S '. '` • w # . ' ' '" i " .,U : { . il t f STATE OF .tit.C.N., v ; C{ ? ,- 4, , L , ', _ ! <+ + ' ., � LaNCt21E 11PU I , / :; ASI R ED ii f , ' HTecT LA NDflCA P c r • t ( # 0,,T,1+ +I'A2t` ? 4 ' � r o �_ : / i; � (� f d ,Ft ►" *` C;''''".."4' 42k.„...4S,4s., (` ' 1 S ; : tt# € r • CBRTIFlCATQ NO. 410 � � y i ct - �, t ,l ,'. e' ,` 7 ;„, t >r : -'- ' • ` ` � ;t ,- •- + ti'•y :Afs,�: ' a ?,: . �• f , � i . 114/1! - - _ <: _ z , . � _ ,w .; „ � ,..: A � � �� 4 .� LAf� PLAN , , 4 yr�,/� . �< _ e • . . ► � fry =�� r� �- s.> , . �"*! � l +' -• -' -.' .# ,..,, :. �..,�v -, r r o . o at a d:lr+ � ri••tr • �"" � Q - -- GALE 1 " 10 ' 0 " � . I.._ -- "'1 , 1c ,. + °, . ,1 a a' n iiee � `�.` Al . ' S _ 1f �t, •.�... '.. « y #' y;� ,> ► te ! ,A�' • 4 ,, ,„ ,,, -• m0J. ,. '• vary ,-.!+ .w G a • saitr+:� °3 ±» 3 E d - e ,ar. _ .area. ...may.. ,w:. v -tai a. F N+¶ • " .- .aa � t , , n ;'�'v - w re"V t ..$ -♦1/; '.r f s t N it' � • yy _, ` .,. : r f • _ �., {O Q T . . ,F t• .. a, ' : Y � 19 P. °4 1 '. . :s .{ t +i L � . q . -' -.. �: 4a,{ r—• ..w.. 4'. 1 �` b: ! 6.. °'�V }� -. _ ' � YY, _ Y a, t- -'..- : 41p :11"... d �^ _ t i `t , .r : ` Lr - : , r: ... ,, 4, "� t . e - \ ' g - , r.. . _ .. I - - b . Sir^A 4 "A• 'r N: � \ ! r y , , n� - � .�,, �gTy�r .xm 31s c g, p` ° s.pa° o J � , '' ro . � < ,� w r : � ; '� i d ' '' T< 9 < `t' ,r , + � 11 4 " 1•crY P L^r _s s . r 'Y" T Z . ;r `, , , .'�erop. ' 1 t 'e r r ° la• ' ? wr 7 : .� � f 1 "-s-- "- . ,._,_ . , ,__._ } > . -, � �+yy A I „'' .�! ♦ ,../� , �,, t .. 1 Y.' _� "�� � • .. � x_91 t i - � 4 e f: _ ' �` ,F ,•,''.,'-f--'. 9 f , �:- - � b'dA{a.. . , ,.. III � :. i Y, X -r. .r •. tib diucikif,d Nr[�;rr. noyt.r' - iW ! .7s rr r ` M'w'�• i 1 - 3. (sD. ' �i s. 1 s s ©TTO O s r P Fat Y _ I- f } ` WV. BOTTOM .OF WALL v { � � "" _ �'`A t 411- ROCKERY WA144 INT J H.P H IGH PQ 5t �2 �i F.G. FINISH GRADE" x 'WOOD FEN y ,, ,V ' R.E. RIM ELEVATION �' 6�C RFEATlQN THA 1L 4Ike (5 4110SkjT.P. FOY QF PAVING TS -..r -- u- ., _ -- 0 FS.. , 1 YO r t a te ' a ' `' I 1 T.W. TOP OF WAIL (� ,i r. i .. , , r.rrc: ��i� U'�U .,®.a,..,,. TREi o )+ perforated t ' f a �• If HU `, r� and drainrDRAT ockcover(4) pipe °° {{ ! 2 _ , Ii i t si l - . CHANNEL DRAIN (Connected to / e. storm drains stem) :« . LA.NDSCAPI DRAIN (Connected to 4a f I storm drain system a x WOOD FENCE. � r. ii `x r l REQUIRED RECREATION AR 0 S a ` 'EX1.,S'1ING:'� -,' t 7 CONCRET WALL �t 31 Units x 400 SF r s r ocRY • s S-� EXISTING ROC : Y M in Req'd Play Arga of 25 /. = 3,000 SF ! 11 t b , 1, PROVIDED (Revised 7/3/97) t � Indoor Recreation Area tea 2 to 1 Ratio = 4,322 SF ly , t ` � Outdoor Recreation Trail' = S.431 SF � SUBTOTAL: = 9,753 SF ��* , �. CHILDREN 'S PLAY AREAS: 'f i _ _. \ � W est: ' = 535 SF -,' Central : 1,700 SF E _ _. = IAaOSF � � ...� .3 SUBTOTAL: = 3,245 SF =" \ , �`� ' 6 ' - — — i 1 IL --AMIIIIIMIII Ill f R �� � � --� �► - '4 ----' „, , `l TOTAL: = 12,948 SF ..... _.„ _ _,_ ! ©,:ts3 -_- ► .. ; "a 1 w �� � � , f+ _ l'9 .\ .. , '` (53 SF} . / L N N N $ 1 t - / CHILDREN'S PLAY ARr 3 \ ` s. (1 10 S1� + ` \ r �'' a t l e�tral- 1,7t}8 // I i r \ L 'a YI .k.„..-"" k.' ,r; OUTLGor u c `� II 4 11 i TIES _ CONNECT TO GARAGE ROOF DRAINS Cf1'FJ' '° ° < _ _ EL iN - 1i `� OF CURS it ::::04 ` : `; '' i ! — 11 WOOD FENC ' 1 b _ 3q .G'tic � , i < � 1 F WAL n by E II41 s : ms. '`.YfJ IC. //7 u • . _ . ._, \ . \ . , . _._ U Ilk f v _ \ \ .s ;., \ \ I c. eetE e �/� 4 ; 1 _ _ i P t 7 --- . �t , '' `� a 2 NortrH \ 1 + 4 r ( i : : ( � � y 4 iNO RQCKERY �°° Y 4'"-FM ( I \ e a bi HI L A - A STATE OF • \ I \ \ t:,t \ N Pis ^!a / 4f \ e ccMCCetE v L \ (MPvrwf+ w�v ,..,-,es-.:-.) 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Iahi Fes- V�w`Y ++ g Q i 4, CHANNEL DRAIN Not To Ic �• LANDSCAPE DRAIN Not T 1� p, TRENCH DRAIN 4 :1C < 0 LU H v Cat.,. , ` 50(i 5-.... 0 i 2 ,_ .____,-,.: ,- ___„_:7,_„, L4 O \ \ \ \ \ s. as 34' Z8' E. 215.57' ` \ \ s •"•'� 1 \ e - - -. o o a \ \ o , rC \ \ / 1'� -138 \ \ - • 3 Z _ 1 Cn' 4114h META f'E niGE (4 28..,.' ° a • 1 • \ \ \ �� °' �°' °' ` _ 13& � \ '_ _ _ _ _ _ O , i LEGAL DESCRIPTION \ ` ° \ \ \ ` - /2 1 --- - - - - - - , - ` - � � �' THAT PORTION OF TRACTS 22 AND 23, OROOKVALE GARDEN TRACTS, \ \ \ _ -- '- 13 $ \ ` \ �, ACCORDING'TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE ) \ '\/ ' ,\ N ( �� :KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: ` V \ \ 6 ..- r p ~ \ i \ `\ 1 BEGI NNING. AT A POINT ON THE NORTH UNE OF SAID TRACT 23, WHICH IS \ / ` __\_,..____________------- ` ` �' c 220 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT 23; THENCE EAST, N \ �� - ? - .. \ \ - _ /� - 142. - - -_�" ` "U ;, a r' � a A , , i \ i P .. 1 N 8\ s ALONG SND NORTH UNE 4 FEET TO A POINT WHICH IS 224 FEET EAST OF - \ \ \ - _ ` -�\ �- p v , . , y t , + I` . ' t '`_, \''. "+ I THE INTER C710N OF THE SOUTH UNE OF SAID TRACT 2? WITH THE EASTERLY �/� 1 _ j':. "r h .,.:x �f :'f .fix = W'\ A ♦ MARGIN OF THE CWNTY ROAD; THENCE NORTH. AT RIGHT ANGLES, 140.0 FEET \/J i \ _ \ \ ~ ,_ � _ - - ,, \ - 3 , I MORE OR.LESS TO UNE 'D° OF A BO UNDARY LINE AGREEMENT RECORDED \ /2 ! r . \ \ \ \\ 142 1 : ", \ k� •411 ANUAR 5, tY, UNDE AUDITOR'S 'II-, O. 7201050122, Tt7ENC SO TN 9 At - ` '-- \ � \ �,:, �\ \ 1' re 1 88'3J'U7" J Y EAST ALONG SAID R UNE "D °, 223.08 FEET MGRE OR LESS E TO LINE a�� I t - -, / \ \ O ' - - _ \ �� \ I T t ` C • ' O F S AI D A GRE 72 E MENT ; TH SOU I D N '30'41' EA AL SAID UN C" - \ •r \ \ I • ° TO NORTHERLY RIGHT-OF-WAY MARGIN OF STATE HIGHWAY N0. 1, AS CONVEYED l � • 1 --- I ��"� \ \ � + 1 40 ` \ \ \ 1 . 1 TO 7NE STA1E OF WASHINGTON BY DEED RE WEO UNDER AUDITOR'S FlLE N0 ✓] © 1 , I` r1 - _ F - _ 0 _ 5480008, RECORDS OF SAID COUNTY; THEN WESTERLY ALONG SAID RIGHT- O - -~ !g 3.5o -- - - - - -- -- - - - - =- _ o ` 110,0111 �\ ' : =• ® OF -WAY MARGIN TO A POINT SOUTH OF THE POINT OF BEGINNING, THENCE WA � s l \ \ \ _ \ \ Vii NORTH 10 THE POINT OF BEGINNING. / , d, I, , \ "� U , � - \ \ \ \ :__ mm \ \\ \ \\ .I � TAr ° PAxce.L 115720 o2z2 C CO CV ■ 1 -1- T :i:::ii: ll \NN :\ & e El'1� /� - • ' ' . . 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NTON i� \ i 1 t I , ` `\ \ 1 1 I t 1 % 1 — _ • I i ... iii � It , 6 NCTIO \ , I \ v ‘'• I y� v 1 „‘,J .°, l I v v \ i 1 1-42 1 1 ��Iloli�i � 1 _ / � I Y: u7.2s+ \ 1 / \ 1:, ..: \\ \ \ \ 1 - 1 I I 14r • 1 4L 1 1 1 CIY�I / \ f1. �\ ` 4I ' ;<... -.,,� _ <,� A =✓ ■ _ , 4 _— . -..\ _ \ -'-. - -._ ±4211 1 i3,, j ` r .' i * \ 1 1 \ I O.o. °' 2os& +15 1. ° • - +1�l.0� + 1 \ + \ i•131.° \_____ \ \ \ 1 v 1 �. i 1 \ .._. _ rx.T 1x0,75 °� 13 ..00 - F 1 . � \ ' 1 ,, • \ 1 \ \ ■ \ \ svg l � \ \ / \ \ \ \ .,.• �• \ SHEET NO. S - 1EET CONTENTS. \ ` l 1 \ 1 1 ,i 1 1 1 \ i \ 1 \ \ \ \ \\ \ - 1 \ 1 \ / I r y. 1 •' Al S1TE PLAN y I // 1 - '. II1161 '`\ \ \ \ \ \ \ \ \ 1 \ 1 T 1 - I A1 PROJECT DESCRIPTION & GENERAL NOTES 1� m y. \ - \ \ \ \ ! \ 4 1; ,6 "/ 1 A2 PARKING GARAGE # 1 & BLDG. A LEVEL 1 ' /4 l •4 - ," I \ -- \ \ 1 \ 1 I \ i \ \ r • 40 r j I A3 PARKING GARAGE # 2 & BLDG. A LEVEL 2 / 1, /•' tf i\ Z \ \ \ \ 1 \ 1 1 I , E • 1 - i \ 1 \ \ \ I 1 1 1 \ 1 1 1 i1 1 1 I 1 , A4 BLDG. A LEVEL 3 & BLDG. B LEVEL 1 A5 BLDG. B LEVEL 2 & ROOF of BLDG. A • i1 \ _ g \ \ \ I 1 \ 1 / \ \ T •.,, I r Q A6 BLDG. B LEVEL 3 & BLDG. B LEVEL 4 A7 BLDG. B LEVEL 5 & ° ;' \ - = u! \ \ \ 1 l \ / / 1 \ 1 � , i� '1,.., 1 \ Part of ROOF PLAN \ 1 - ( 1 l , \� i ! \ N \ I \ i 1 1 \ `y� A BLDG. A ACCESSIBLE UNIT PLANS \ +i \ R 1 \ • \ 1 1 \ f / - L 1 1 R .�.� A7.2 BLDG. A UNIT PLANS \\ `T 7, \ \ \ \ 1 1 \ I 1 I ; 1 N A7.3 BLDG. B UNIT PLANS & WINDOW,DOOR SCHEDULES ray —_ ,J \ ,\ N \ Il' �I \ \\` /L _ E. L/ ! A•�= ^ - Lt.. � ' - I I 1 // I\'-' 1 1 \ 1 � , : \ 1 \\ A8.1 BLDG . B SOUTH ELEVATION E r O �- ° g ' \ . \ rOR - f of aF _n F• Gk{ NG � \ ' -- 1 • \ I I \ I �� 1 1 s - . 1 1 z \ \ A10 BLDG. A 1 BLDGE WEST ELEVATIONS CL I \ \\ \ ` \. i / Y :r . All BLDG. A NORTH ELEVATION & SECTIONS I \ pT • `• } \ U \ - \ \ \ \ 1 1 / 1 4 1 1 I , 1 Al2 BLDG. B SECTIONS' C \ \ \ \ \ I j 1 I yJ • : ,1� A13 BLDG. B SECTIONS ii ��" •- \ \ \ \ \ \ I I 1 I 1 1 fr 4 y 1 ' ' I 3 A14 B B STAIR & ELEVATOR SECTIONS 1' V1 \ \ Z 1 \ \ \ \ - { 1 1 1 1 1� �/ 1 A15 BLDG A SE CTIO NS O \ i \ S r �- - \ \ I \ `\ \\ I 1 1 1 1 r_ 1 E Al6 B,DG. A SECTIONS & TWO HOUR WALL DETAILS Q) \ • 20 f ', 1 2? „! \ 118.'5 1 1 1 _ 1 L , 2 F. „ I I t, 1 " ( i N 5 17 BLDG. B SECTIONS - -5 - • p•00 - — -- �� + \ R` K \ \ 1 I I {1122° L i - I� , ,O i s A18 EXCAVATION PLAN 0 6 ht. 8e i� I 1 1 I 1 111' I 3 519 EXCAV ATION PROFILE SECTIONS _ \ 4,0 I , '� �� \ \ \ \ 1 I ■ p I « A20 COVER CALCULATION • U I I 1 1 1 ) I A 21 Q \ •r +il5.00 \ \ I 1 11f RECREATION PLAN & CALCULATIONS • I �• l u F / \ \ \ Il0 c L .., \ \ I_ - /r' \\ 1\ I I I 1 1 I I F � -..I 1 1 1 �j� \ G ., .1 m STRUCTURAL '6 ' / v I— \ < \ \ \ \ 1 1 I 1 1 I 19 k4 .�, O E r _ \ \ S , \ \ \ I 1 1 1 , t p L. 1 . a 51 FOUNDATION PLAN I I X5 < - O \ o \\ e I //O �5 = ' \ \ \ 1 1 I 1 I I F' q� ' "'i I 52 BLDG. A FLOOR & ROOF FRAMING PLANS Z S3 BLDG. B FLOOR & ROOF FRAMING PLANS 0 r \ LEI %� \ , 1 \ 1 1 I 1 3F 71 1 I;� 55 FOUNDATION SECTIONS & DETAILS 1 54 STRUCTURAL NOTES, SHEAR WALL SCHEDULE & DETA C < C2 \ 111 \ = — \ \ 1 -'' ` \ I I 1 v �i . '_ I r \ \ 3 I\ • , ROOF 13333' RooF 1 147.,2 1 1 I { •: 1 i V 1 \ \ A 3o I 15 6, \ 1 lri 1 � \ \ A 3o2 ` 3c. 1 1 1 1 1 o a POST TENSION SLAB 1 1 108 \ log dM e '�4.�L \\ \ A 202 \ 128.75 i 1 1 l \\ 1 - -U \ PS1 GENERAL NOTES / 1 t° a PS2 P.T. DETAILS \ i \ A101 115 \ AIG2 \ \ ;17.08 1 , I �' I ^ \ �I \ \ \ 1 1 1 P S3 REINF, PL ANS o • \ N �n \ \ \ \ \ \ ` 1 `\ \ I - -" 1 _ 1 1 PS4 POST TENSIONING PLANS I \ \ 1 \ 1 I 1 1 1 PS5 MILD REINF. PLANS < \ \ \ \ \ 1 1 1 I �.• 1 PS6 ',INF. PLANS ' I! °%3 22.00 I 17,1 ` am 5.00 � � \ , \ \ Y •fa \\ \ \ \ \ F \ ' 47. 4 \ ' I 2oOF 151.5,' I \ 1 ■ I \ i 06 1 \ le nr \\ ,..: � \ \ \ \ \ \ \ \ ASO3 \ \ 13S.ob� I A 3O` 14 Z. ,G I I I 1..: ' , LANDSCAPE \\ ( /off \ \ di r/� \ \\ \ -- - \ \ \ A 2N3 \ 123. I \ 1 A 204 , � 85' I I 1 I Ll LANDSCAPE PLAN 7 ;r \ • \ \ 1 1 1 ( ` 1 \\ \ Y i . \ \ \ ♦ \ \ \ \\ \ \ 1 1 I 1 1 CIVIL \ _ \. .fir ': \ \ \ \ '_' \ \ \ \ 1 I 1 I . .. I r 1 \ rr r \ \ \ \ 1 1.-5_, I .1 ••/.:- \\ i• �� \ \ 11 \ \ I 1 Cl GRADING & DRAINAGE PLAN .1.- 14 I9, �� "3 \ \ \ \ \ 1 \ \ _ C2 GRADING & DRAINAGE NOTES & DETAILS 1 IO¢ \ -\ N �* 4' \ ` \ 1 \ \ \ \ \ \ - \'- 1 C3 SEWER & WATER PLANS C -- .- -- r _ \ 4 U ' r \\ \ \ 1 1 C SEWER & WATER NOTES & DETAILS .3 ,, \ Al ^ - \ \ a o : \ \ \ \ \ \ \ \ ..\ 1 C5 DRAINAGE, SEWER & WATER PROFILES �+ = \ \\ ., : \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 1 f I C6 SEWER & WATER PROFILES �• S \ \ \ \ 1 \ \ :, \ \\ \ \ \ q \ \ \ \ ,,..._ ea t ■ �. 1 a\� . ,- n (Date "DEL. 15, 5 i / - - \ ' 0 1 /4 \ \ \ \ I \ ' \ \ \ \ ca ��: q v ■ _ 1 \ . r \ \ \ i" ` 102/ , / ( / / \ \ \ \ .: \ \ \ \ \ \ +13 I.. ( , ,7L C O V L / � • C/ �. 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' 02 S J ' = E5 $ v - „J = INFO Job No. 4oCo 2 -v � q - ° • 2 4 ----- . - -. - 12 4 tii " _ - -- � 2 = I - E!,” _ _ -- _ ;;1TV of TuKwILa — — � — � — RECEIVeo Sheet Of iUt4 ', 1995 /� � U. � (( 3'- (c 0'. 2'- 2,'/2 ,. 2t.'..- I. !n _ 2'- 1 „ /1' c� U - -__ — PERMIT CENTER + EY I g E� J 7HE COMPLETE LINE.t eU)tx I 1\ BY DEED STALE OF WASHINGTON E. 2 . 57 \ _ _ - - - ` '•1 -- I 8 8 ° 6' <& 1 5 c ' , 2a i,$ - -l35 — - Ira .44, -s� �.:F. da I`ll. I 1 _______ 1 , , k.,.____,. _,,,,_,_ -- 131 ma y . / - _ ��� I j LEGAL DESCRIPTION \ _ _ _ _ \ , ,_ - - - - 'A ,1 I 1 THAT PORTION OF TRACTS 22 AND 23, BP.00KVALE GARDEN TRACTS, cP \ \ 4 ` _ - - - 3S \ - - - REG AP.A - ' -- 4 - + j -Y - ! ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS. AGE p a � \ \ -_ _ 1 _ _ _ '� r � oO �' _rt_ \ 4 ' \I _ \� � j i . , ) 47, IN KIN(: COUNTY, S i \ c'� \ �. ` O - ` • \ 14a -- -' -- _ —� ��� = = _ I } i , + r - i 1 �t \i ' - • �1 _ ' BEGINNING AT A POINT ON WASHINGTON, NORTH UN DESCRIBED L TR ACT 2} WHICH IS - �\ S ' ' _ \ __ I - -_ ‘-- ` - I ' \ 1 \ , ALONG EAST OF DIE UNE N 9 0 F RTHWEST ET TO A OF WHICH IS2 ( FA 24 FEET E THENCE . 1, ^T 1 _ _ _ __. -_ -. `\ T HE INTERSECTION Y OF THE R SW TH UNE F OE SAID TRACT 22 . WITH THE S EAST .y [/; C. \\� ` G fff���� \ \\ �` _ ' �'j I MARGIN R OF TH: COUN ROAD; nTENCE NORTH, AT ft'CHT ANVLE SFG.O rFF1 l�� u `r _ e " - ' \ - -. ._ -_._ __... .. _... _ -_ \\ -. MORE O LESS TO UE "D" OF A BOUNDARY UNE AGREEMENT RECORDED ' \ �. . \' 1 \ 1: I JANVAN S, Ii72. UNDE AUU'TOR'IE N0. 70105022 THECE OVTH � \ q � - - - \ ` • ��.� IQ' � \ \ n �`�. ' I I 88'33'(17' EAST ALONG SAID UHE 'D S 2 }09 FE 1/.OR OR LESS i0 UNE I 'C" SAID AGREEMENT; THENCE SOUTH 0' 30'41' EAST ALONG SAID UNE "C L I - •• e \ �� / I . I TO NORTHERLY RIGHT-OF-WAY MARGIN OF STATE HIGHWAY N0. 1, AS CONVEYED -� �, 4 L..� ` I I I' I \ \ i� 1 - \ ®_� \ \ � t ..'. . ' ' I TO 1 3:o viYro . R ECORDS SAID COUNTY; THENCE WESTERLY ALONG SAID RIGHT- ( ' ' _ _— _ -..._ -__ { - -_ -- - -- - - -- - - -- -- -- \ - �- - - t OF WIY MARGIN TO A POINT SW TH F T H E POINT OF BEGINNING THENCF_ ( ' \_ r__.._ ,�- \- �" - rsf -- 2,!' �� . I -... \ { NO RTH T THE PNT EGI N NIN G. O F yy / \, i f I \\ \ \� \ +� I ' TAY Y ARD O LL OI 1OF 15B720 OZ22 O l \ \ \\ '‘>,—,,, •,<\ *el , , ,,,, \,\ . , O \ ♦ r177-1.. - S " �s a - _ \ y • J \ \ I II _ \ y T?nn•T= \ .�77. SO \ �,, p • -::..�!, Y� * Fl :� -- •� pFOP . :1 {'� � � � / Ia K ' �V I ?? I6,- . v 1 v pp 6,,,,�p { I,' � : . y • 4-, \ - ` -_c,. 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C I 1 JA.NVARY 5. IP72, UNDER AUDITOR'S FILE N0. ]201050122. THENCE sou, J - -_ „ '.c� � .. _. - �' - - A• `\ + \ \ 88'33`07" EAST ALONG SAID LINE "0', 223.09 FEET MORE OR LESS TO LINE u - - � — '- - -- l - — — \ �� \ \ }j ( X 'C" Of SAID AGREEMENT; THENCE SOUTH 0'36 41" EAST ALONG SAID UNE 'C" E^ I I , I I 1 I \ IIf — 140 1 t X \k I . T O NORTHERLY RIGHT -OF -WAY MARGIN OF STATE HIGHWAY N0 ! AS CONVYED + ' _ l i� �1 • `_ \ N� ` , � � \ -? 1 TO TH1. STATE OF WASHINGTON BY D ED RECORDED UNDER AUDITOR'S FILE NO • E _ r_.s_� � „�•' -1- \ \, n ': / �i 84B OdJ8, RECORDS OF SAAD COUNTY; THENCE WESTERLY ALONG SAID RIGHT- - \ r _ - \'-_ _` _ - _ -- - -.- —_.__- \, * ` \ K • _-+ .. .. ,, F -WAY MARGIN i0 , PgNT SOUTH F tltf. IDI N T OF eE THENC 'r ,- i I - \ , I T TO :01 . 0 ` - — ,, \\ \ - - - - - -- F - - -- F � SP. 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OP( OF TUKWILA 1 � 1 MA S APPRO FEB 2 7 1998 I; celvr -D /, 7 C i "fY 4C OF TUK VED r\ 1.0 NU 1 CU DEC , , -------BUILDING 01VI' _ PERMIT CENTER ASSEMBLY / FABRIC / FILE / FRAME / GRAPHICS / INSTALL / SALES / SHIPPING i � ,, , (;UATOMER NAME J _ F THIS ORIGINAL DESIGN(S) IS THE PROPERTY OF J - K A N E.. & COMPANY N C. ; RAINIER INDUSTRIES, LTD. AND IS PROTECTED BY i `.-' D JOB NAME im FEDERAL COPYRIGHT LAWS. ANY REPRODUCTION �7 V) OR CONSTRUCTION OF A DISPLAY PRODUCT m 0 TUKWIhA PEAKS CONDO 1 8435 OLYMPIC AVE S 77 SIMILAR TO THE EMBODIED HEREIN IS EXPRESSLY 7 DRAWN(: nn.r o C` FORBIDDEN. SHOULD SUCH CONSTRUCTION OCCUR, SHOP DRAWING Al ITC [ o TU KWLA, WA 98188 _, O RAINIER INDUSTRIES IS DUE $1000.00 AS r, z m (425)251 —1800 COMPENSATION FOR THE TIME AND EFFORT N U) 0 Job NUMBER DWN BY DATE nr,��.ovrD BY DIDUS I1 QOES FAX(425)251 —5065 h CREATING EACH INDIVIDUAL DESIGN(S). 42441 SJP 12/04/97 O L------ Sine '1 (800)869 —71 62 ALL RIGHTS RESERVED. ____,./ 't r------. . . IiGATAON NOTES I{' 1;4-' la mtduuhu '�a a td sldallacce I t full re n s bility 1'or a! y damage due to eghgence es r r a ��r r r"# _ - i - 1 . . ,_J i , . , ; , %v1 - . `, •, _,® – Prior to installation of irrigation system, all plant bets shall be cleared and grubbed, ( and subgrades set. - t „y, _ e f, - All work per local code. install per manufacturers specs. 14 " \ • _ - Hand trench around all plants to be saved. Cut no roots larger than 1/2" in diameter. t( K I `1 // > i I I `h:, �i� Ptll" z, — — / '�w • `2 - llrad positioning is diagrammatic, adjust in field as necessary for adequate coverage. v 1 / ` - U•ee sell. . 40 P.V.C. pipe for all ma and lateral lines. i i . I 1 _ - - - -- - - -- y , i' - Bury mainline, min. 18" deep. Sleeve under all paving. U ', \ — Size sleeving 2 s diamete line running ough. I _ = i o I be backfited over pipe. ri T " ' �� 1........... autodrains at all low points in lateral lines. if set in impervious 1 T s oil, place on top of min. one cubic foot drain rock sump. STATE OF WASHINGTON ° • � 11 f - Use 1/2" Funn Pipe, for all sprayhead to lateral lice connections. R EGISTERED 1 '� • - All valves shall be placed in G' plastic box with snap lid. Set top at finish glade. ' /J 4 J . t • 1 1 - Buried backflow preventor and gate valve shall be placed in 18 plastic box with snap art •• ( 1 I , lid. Set top at finish grad. 14..0. I - Owner is responsible for controller hookup and initial program. r., i r . S - U 14 gauge wire for controller to valve hookup. j r - Owner is responsible for an yearly adjustment and maintenance to system. t I _ - Contractor shall provide owner with operation instructions or owners manuals, and Q it, o ) I ' • in truct owner as to proper winterization of system. g m : ° w • — — y ` - All drip or soaker irrigation shall be staked with hoop stakes 3 -5' O.C. or as needed to 0 < s $ -1 g r & __ secure in place. G'r U i :o T r✓ V n - r P% `. _ _�7 1 S71Y1. - - } I 'r- GF 6�rxt, / \ J o- I , ,,,, __I ________) L-r\i-, ! / / 1' - r I < ; Pcp -Ilp� 2P et.? Arc P d' 6 I � l s • 12YS1 Radios ressure �. 1 t . 6PS1 Ca+ nk,ng 1.'9T Ct � I +y■ + P4�"�,,• • PyP J ,�„ - � } ._ Side ldc1 ,j 4 ec.T - - u �`� `.l i , - t d' 1 \ S v�rL; \ • � y / \ \ 4 I'C e. TF.1 ✓" , 1 , > i tom„_, . , ; 2; z' Ynu; � , 174,0t3 /I 7 1 ' X r. ti , 1 : II1 •Lnr 1 ro8y , I y c 'S I I 4R vee 4 , I . - � I - - ! 1 , � ! ' ( ' I W y AT Iota Sc UN t.E 1i • .ize l''. ho t z.. L 1 _ . 11,-% I � , I ` l r W � t ' 4 ". `,' ! t,. - `u- fa'Iri" To� 3/4 i 5. �_ L i, fl- MA - MODEL" 61Z- y c, } . ( i '� 0 G - Vawt. U1 4fr1 ot1 2, a „ DIA . y� [u,.l4VI'E� -,0nr' t P Cy, T Ir ='Q PC -'� - P 1+t 4 (4 LAc 1....,..1 P .��- F L ItiG 805 I--,'. 2 , � DIA. CI lc {r Lat-IF e. t - -HTLL' g� A ,' 1 ` 1 �y. . - f of d C,Prl.. EL e_.,- vcwt� Wt #TN cr:1 T 11 r� DO Li TW �1 . . I►' fT � ® IJ sPeA., .4C =, Hu1 -rit, ' p 4p ) PG S, Pe, ' tete - s , zt Lu _ ' , • / - II , a 1s `. 1S 5 „ CO c c ) I” , .... ;.G HTe.o ��-E7 �/I:ION � - :'.A ppAA NI r 111 1G ` Q l ITT . / Pa vd� , �_ t , AK . , <:-. F,,P' 6 / (� za t In [I 1 \ 4 ,i '(') Ii•e -. CD' — - i 'Di fai 14 ../.,.. . .. ' !. PIS Ci� 0140 0 ,;,,,,,,,,,,,,,,,,„,„ ,..; - — • _ Pit• _,.....1„•. ___ .. _______________ ----- _____ . • --- _ • \ S. 88 34 28" E. 215.57' I UNE OF SAID TRACT 23, W BEGINNING AT A POINT ON THE NOR \\ 1-1- G \`' • , \ \ \- ■ \ \\ `` -/3 _p - -® \--,6, \--,6, ���. ,. • J - 138 Cu' LII111,,H META_ f / O O o 4 l - �� -'YV® C,I'4A �ES /..... H AI'r. ..�� 1 \ --• 90_ 30. 07 ' __ _ - _ 13 _ -- p \ \ / / 3 q _ -- 4 r za \ . I THE SCOPE OF �ILDI '� LEGAL DESCRIPTION APPROVAL OF TU ANE \ \ - _ 10 i REVISIONS WILL R '" : 1:L F=`.- 2 _ _ \ \ \ \ 8 _ - - - T ` 13S / \ ` ` \ ■■ `` ' , j • ( ACCACCORDING TO THE PUT TRACTS RECORDED N YOLUME CF GARDEN PUTS PAGE NOA D MAV INCLUDE AD .ITbNAI` 1 \ ` - - ■ \ *iv 1 ,VII 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: N \ \\ 2 - p -_ ` \ � '• TH HICH IS -.� \ \ / �..--- \ \ ,_ i4 \ \ \ ` \ \ '� I 220 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT 23; THENCE EAST, N ?� - _ / 3, - 142 \ z - \ t A• I ' ALONG SAID NORTH UNE 4 FEET TO A POINT WHICH IS 224 FEET EAST OF i \ \ `/ `( - - - - - - ■ - \ ?,; THE INTERSECTION OF THE SOUTH UNE OF SAID TRACT 22 YATH THE EASTERLY �r/q� \ 20 ,.`/ ?,, ` t y ∎ '-- - - \ , - - i � I MARGIN OF THE COUNT! ROAD; THENCE NORTH, AT RIGHT ANGLES, 1.0 FEET CiJ V+ \ `� - k \ . -. , I MORE OR LESS TO UNE "D" OF A BOUNDARY UNE AGREEMENT RECORDED ..Iti I �\ - -- 'a9 It- \ ` \ \ . 1 -- • \ \\ 142 `,� \ 1 4 I ` JANUARY 5, 1872, UNDER AUDITOR'S FILE NO. 7201050122, THENCE SOUTH W _- - /,,,,,, I - �, __ - --- - - — _ '- • \ \ \ O I' 80'33 EAST ALONG SAID UNE "D", 223.00 FEET MORE OR LESS TO LINE te .+ -� \ p O _ _ �-' `' :T — \ f� \ ` ` t� I C" OF SAID ArGItEEMENT; THENCE SOUTH 0'30'41" EAST ALONG SAID U 'C" \ \ _ ` _ l 1 I — - - \ � \ � .� . TO N ORTH ER LY R I CHT-OF -WAY MARGIN OF STATE HIGHWAY NO. 1, AS CONVEYED .-. /1 I - .. — M1I` I I ^ I` \\ :: I'�O \ \ h, ■ , \ \ \ \ V. �' � ���. — . - TO THf: STATE OF WASHINGTON BY GEED RECORDED UNDER AUDITOR'S FI NO. VJ - 1235° ■ I y - ��54B000B, RECORDS OF SAID COUNTY; THENCE WESTERLY ALONG SAID RIGHT- �,y' .—; ■ ■ \ dam°" - I y -'- ^ \ ` \ _ \\ i \ p 1. -® NORTH TO THE PO NT OF BEGINNING . OF THE POINT OF BEgNNINC, HENCE \ a te. 4 �' CA) ■ M ` - \ _ & \ \ I 1 TA - PARCEL 11 0222 w (.'� , ® v pp N � i L ■ _ _ _ _ \ \ \ \ \ \ / \ ` \ I I k F' ,i T C Jam' �\ I O \ \ / \ — `\ \\\ I 1 j ( \\ \\ `\ L!1!>t _ 1 .® 2 _ . \ \ \ \ \ '® q q F t41t% m'-r' . \ \ \ \ \ I W f� ,ley�k k\ ' mo er a \ v ii \ _ - \ b � \ \ � � y w• o k, 1 — ` ,120.50 \ n 1 , AA �'-"' \ � - \ _ \\ �� � . cr ,� 0 2 =: ■ \ \ \ , 1 ®7'�r'� � ® ��I/t \���,� � C ��cr���a� rt � „ �:. -.-- "o PP � ■ _ Ln \ \ \ co 9 149 .. Q ■ \ \ ` \ v \ \ 1 co i' ' ' ' I , • N i , . I ? 40 \ \ 1 �!i \ \ � • ' 1 l I \ \ E.3'2__ E.3'2__ E.3'2__ /4.16+ I E = 0':'. 1 („) 1 o 4, a5 , -, \ 1 0 o Q \ \ \ 1 \ Iii - l I `\ 131.00 \ \I l 1 1 / .. / _- / I \ \ 1 I " 1 RR 4; �1� 9 = ". NTON \ \ I / I \ \ \ \ \ 1 I I II I • I �. 1lIA I a \ I I / 1 ` r \ 1 \ I , I 1 ' t 1 4• I — - � gI1 01 i �l4 E h A r \ 1 v 1 I i �J V-I + 131.0° 1 `\ \ \ l I d2 I I \ \ 1 ` 1 122ss � - — \ \ L... \,, \ \ , ----w • \ - 1 140 1 t " � I fF:Cl io ... -ii ., . I V A 1 A n \ - a ILL, \ \ \ 1 1 I 13., k I ' LL+ { ■ / 1 1,_ i 31. oo' \ / + 131. � \ o. \ °� \ 1 IF ,,04 -t 3 1.1 \ n ? ,� � f 1 10.0.: _°._n 4 \ \ I \ \ - ♦ -l� l. o \ \ \ 1 \ ,i . " i 1 .�• \ SHEET N0 SH EET CONTENTS. / / 1 - �.. \ 1 \ \ \ \ \\ \e, 1 \ l \ LA I .l Al SITE PLAN i O' ' v1 /: /i,A p , _ ) 11la \ \ -NO - \ \ I \ \ FIL COP �\ \ 1 \ .1 I ( A2 2 PARKING GARAGE # ION & & LEVVEL I _ ��"_ / 1 1 z \ \ 1 vacs ark \ 1 \ ' �. 1 1 A3 PARKING GARAGE # 2 & BLDG. A LEVEL 2 1 1 ' / ° 7 ` REQUIRED AND ADMINISTERED AS D SPE CIAL INSPECTIONS BY AN APPROVED TESTING \ ■ I Checx aPPro ai o \ 1 / ,', �Ia^ , .r a 1 \ 1 Ik I 1 1 I A4 BLDG . A LEVEL 3 & BLDG . B LEVEL 1 / - \ \ LAB ESCRIBED \ 1 an d t1 a on of ant it 1 1 under d d mi 1�iion I 1 1 � rr I ( � / AS BLDG. B LEVEL 2 & ROOF o£ BLDG. A� \ - T • e T to err ors h 1 ze t1 e ° T Di C on\ \ I to 1 Si \ A6 BLDG. B LEVEL 3 & BLDG. B LEVEL 4 t \ \ e ■ IN U. SECTION 3 0 6 . \ i s Nuc}o e .Ip 1 \ I \ \ W 1 '- \ 1 1 \ ' does ngt�o o dlnarc a1TR a Cknowled9ed \ 1 \ \ 1 1 A8 A7. 1 BLDG. A ACCESSIBLEPUNITOPLANSF PLAN \\ cO a \ _ 1 \ yadOP cod r i 20 rct;ed P' 1 1 I's. I A7.2 BLDG. A UNIT PLANS S \ v ' \ V `7 \ \ ` \ 1 \ \ ! tracto sCO 0 �3 _ gi ll / I \ I y 0 A7.3 BLDG. B UNIT PLANS & WINDOW,DOOR SCHEDULES \\ ' ■ \ Il \ \\ _ `�, E_ L 4. i.; •�! .a." = _ ; ._7 - .,,,,.....1' = i I l I. � i t \ 11 ti� 1 \/ A 1 BLDG. A SOUTH ELEVATION \ o I c� _ - _ _ I '�� 8. BLDG. B SOUTH ELEVATION \ \ \ FO =: To 'r oF 5- <c:.ft \A�ni G \ 1 I 6Y / �, f —� /, 1 O \ \ \ 1 1. �? \ A9 BLDG. B NORTH ELEVATION � . E O tom- A10 BLDG. A & BLDG. B EAST and WEST ELEVATIONS a \ \ \ C \ 1 1 �a1 _ a of , = 1 , 1 \ -, \ v \ \ \ I 1 Q� O / 1 S. 1 I \ All B :.DG. A NORTH ELEVATION & SECTIONS 1 — pT • '1 \ 1 U r 1lri 1 1 . I� 1 Al2 BLDG. B SECTIONS I C • \ \\ \ I \ \ \ \ \ i Peim \ ho 1 u r' 1 .1 A13 BLDG. B SECTIONS PF '- \ \\ \ \ \ \ \ \ I I I 1 1 ^ti : ,- 1 1 'I' I .9 A14 B B STAIR & ELEVATOR SECTIONS • I 'I N 6 • \ 111�� \. \ \ I 1 I 1 \ Iw-,= ., 1 A15 BLDG. A SECTIONS - � � ` V) \ 1 \ \ \ \ 1 1 ! f. 1 -_I N A16 B',DG. A SECTIONS & TWO HOUR WALL DETAILS If°`. \ \ \ \ I I In IO.00 20.00 � _- 4.�FE -a _ I I - _A 8 i 1 1 N - . - o ,� � "' \ \ S.�5 \ T 1 , 2c ,_ I 1 4 0 LI 1 A17 EXCA. B SECTIONS \ +- - \ \. T \ \'��" 1 I I 1 L �� I - I A18 EXCAVATION PLAN W. I \ 1 : ; 1 i \ o I 1 1 A19 EXCAVATION PROFILE SECTIONS 1 Q 3 � _ \ ti 88°33' i2" ' 4.DO' \ ■ %j \ \ \ 1 I I \ � 1 I I I I j 1 I If ! 1 A20 COVERAGE CALCULATIONS U \ \ \ + 115. 0 ° \ \ 1 1 I ^ 1 1 I \ F- 'N \ � \ \ \ ; ; a \ 1 � 1 1 1 I °• I I 1 •. O A21 RECREATION PLAN & CALCULATIONS \ <<' \ I \ 1 1 u 1 N (\ \ 1 I 1 i s i . . 1 �[ « \J c. STRUCTURAL Z 1---- \ \ 1 10 t,' L . \ \ \ - •- 1 I I i 192 ■ S2 BLDG: A FLOOR & ROOF FRAMING PLANS ( Yy O ° O S1 FOUNDATION PLAN 1 C� _ \ \ g \ r \ \ 1 \ 1 I I I �� r ;C p'_ 1 O I .1...... I .1...... - I - < - PA \ 'n \ S . - � ' `' \ ' \ I I I I I I Z S3 BLDG. B FLOOR & ROOF FRAMING PLANS \ N \\\ / O £ ` s 1 \ — \ \ ' 1 \ I 1 1 I ��I I I S4 STR NOTES, SHEAR WALL SCHEDULE & DETAILS O G \ \ 1 * I \ l r• (. z 1 S S FOUNDATION SECTIONS & DETAILS \ ‘\\ , - ROOF td \\ \ �vo 7.4 \ \ 1 I ( y ► I 1 c,= \ `°p r 108 \ M . - A3ol '3,,s' 1=5 \ \ A ?r.2 1 33.08 \ \ 1 I I I 1 . _ .. _.. 1 U I POST TENSION SLAB .� PERMIT n ?01 0 4 � S \ A: v^ \ \ 28.'5 Z 1 1 I l I f I SEPARP D FpR: 1 D \ .9 I \ 1 08 (' J \ PS2 P.T. DETAILS \ \ \ \ \ 1 �' 1 1 PSI GENERAL NOTES grE01..-11\1111C U 1RE z o g'' "' I \ A I0, I I`;.?? ?, In0 \ 11 7 i. .0& - - AL - ° Q 1 \ \ 1 I \ \ \\ \ \ \ \ ,._ 1 I I I 4 , I. 1 1 PS3 REINF. PLANS M \ \ \ \ \ \ 1 (. 1 1 I PS4 P JST TENSIONING PLANS 'T ' i r M cri - ? \ I \ \ \ \ \ \ \ \ \ 1 \ y I I I I I PS5 MILD REINF. PLANS S� /E P r � Q � _ - ° 11 , ■ \ \ \ \ \ \ \ \ \ 1 1 1 - 1 ' . 1 P56 REINF. PLANS / / / D1 L - � L \� \ \ \ \ ,= 1 \ I �',iG \ ! \ \ \ 0 N O \ 1 47. 4 S 0 ■ 1 I LANDSCAPE GR i' \ \ \ 10l� \ j � \ \ \ \ \ \ A \\ 38.0E,\ I I I 5, 3a 14 1 1 f 1 J OF TUKOLA � F A ZOX i 1 Ll LANDSCAPE PLA Cl� C" e v I \ 0� \ \ — of \ \ A 2.S2. �� ,. . ;_ \ 1 3 I I I I UILD11 , D1VIS10 a \ Y M 1 \ \` \ \ \ \ \ \ \ \ 1 I 1 1 I 1 1 1 1 CIVIL B .C' ■ \ ' p \ \ \ !• \ \ \ \ \ I \ I 1 1 C1 GRADING & DRAINAGE PLAN 1 / \\ — �h' \ \ \ C2 GRADING & DRAINAGE NOTES & DETAILS \ \ \ \ \ \ \ \ \ 1 \ 1 \ - N iv \ \ t \ \ \ - 1 C3 SEWER & WATER PLANS . "O, I0¢ - \\ p 4r qr `\ \ \\ \ ■ \ \ \ \ \ ~ \ \ � ( I \ \ \' \ I C4 SEWER & W ATER NOT & DETAILS r': ,4 _ \ \ \ la ,.�.4 \ C5 DRAINAGE,SEWER & WATER PROFILES r > V \ I ' / \ N - �I ■ �\ \IV j; , ` \ \\ \ \` \\ \ \\ , \ \\ \ \ \ \\ \ \ \ C6 SEWER & WATER PROFILES Ia \ ', \ \ \ \ ,,. I 1- re��1Y erg - \ \ \ ii t N \ \ \ \ \ \ \ \ „ • 1COQ. � ualbl� qY T� Vioibl A F4 N o 4, tar„,s Date FS. t _ / / 1 ` T � \ \ 1 ;. 4 \ \ \ \ \ \ \ L \ \ \ \ \ \ I COwt 1,3;4, WA 51 -20 — 3iO G(0) .- ' 01 , / \ ) r� \\ \ \ \\ s is \ \ \ \ \ Y :. 1 l'6 I . \, ( 1 0.00' / a lo ' / G \ \ \ \ / /Z \ ` \\ \ \ \ai \ \ \ \ ` \ \\ \\ \ \\ 1 . n ^- =` i I __ ` 5 O L I LAI\I ` \ -/ _ i � � 7 I c ,`r` -` °2 !r \. 15 / a \ \ \ \+ -_ \ \ \ \ /!° \ � `.`_ 28 \ \ \ \\ \ \ \ 1 I \ \ \n, 1 - a I I 04 \ - i� 1 SCALE I1" B 10 o __ 02��// -- 10p / \ \ \ • /,. 8 2 ° 24 210. \ \ \ . \ \ � � \ \ I ', 1 \ i 0 8 \ __— /h 122 \ ` - - `\ \ >'z \ \ • ' 1 I \ \ I ' - 138 - - - - J A 8 / 12 RECEIVED Job NO. 'I iv, \ i \, i /� \ \ ��, \ \ \ _. - -- -1310- - 1 r :i - -98 = \ PA z b a / /q \ \ \ - _ _ \ \ \ ` \ kr .- - �F of r , , 8r Sheet Of 1 c \ \ \ oF: 5, 7R i. _ \ I'. ..\ � �// �/ \ ` ■ ■ ■ ` ��__ ��� \\ 1., i ' + r Ezlrr l �, C u2c 98 \ \ SE till TO • , l Y ,`C RU HE'D 6� /8 \/ • \ //�'C.\� \\\ ■ .^. U T \ \EAST 70 5 ERM,T EYTU /`T i 0 LIT ROCK \ �\ z \ ''z N-,, \- \ - / Z6� - .-•85 78 18.0.5 /30 `` `/ \ _ �`` WE 0010, IE LINE/16025/ ` - 1 ' .. - - - -�/ FIRESTOPPING REQUIREMENT_ S Waits and Partitions TYPICAL T• V ONE 0 L. L. 1 R a J T - ; 1 D " a" I II I PROJECT DESCRIPTION r ------1 See. 4304- (a) Gett ol- Fire - resistive walls and partitions shall be assumed to General Nato: have Cm fire- resistance ratings set forth in Table No. 43 -B. STC SOUND RATING FROM 1 A 31 -Unit multi- family (R -1) condominiutn development in two (2) separated wood H EDITION BY GYPSUM ASSOC. fra structures containing a gross floor area O. Type (b) Combustible Members Combustible members framed into a wall shall be 12T f 52,882,77 s.f. constructed of T V protected at their ends by not less than one half the required fire- resistive thickness I. Ordinance: Um10rm Building Code, 1991 Edition. • TYPICAT.CORR FT.00R/CFILLNG U L. a: L 501 STC al .k, B 8ro of such wall. Washington State Energy Code, 1994, Second Edition. WATERPROOF DECK COATING ore -hour construction over a Type I F.R. concrete structure containing 22,576.49 s.f. of 518• PLYWOOD FL. SHEATHING OR OSB TACT. N.A. (c) Exterior Walls, in fire resistive exterior wall construction, the fire resistive 2. Contractor to verify all grades, dimensions, and existing conditions Ott the site 2 x 10 JOISTS @ 16 0.C. parking (B-1), recreation space (B-2) and circulation areas (B-1). ) CA L, rating shall be maintained for such walls passing through attic areas. before proceeding with work. I - LAYER 5/8" TYPE x GW11 (d) Nonsymmetrical Wall Construction. Wails and partitions of nonsymmet 3. Repetitive features are drawn only once, but shall be provided completely as if u.L. a: L 53s s BUILDING "A" , neat construction shall be tested with both faces exposed to the furnace, and the drawn in full. 3/4" GYPCRErE FLOOR assigned fire- resistive rating will be the shortest duration obtained from the two 4. The contractor shall consult all plans and drawings am nodes for openings 511" PLYWOOD SUB FLOOR SHEATHING OROSSB 7RG 55 To 59 FC 5107 A ten (10) unit condominium (R -1) occupancy, two (2) and three (3) stories in height is tests conducted in conformance with U.B.C. Standard No. 43 When evidence is 2 X N 10 T D JOISTS t G.C. FRAMING UNLESS constructed over a slab on de. This 17,234.32 s.f Type V one -hour structure is -, furn ished to show that the wall was tested with the least fire resistive side exposed thtOUgh slabs, floor systems, roof Systems, walls, ceilings and chases for cuts, NOTED OTHERWISE N:FaAMIN(' PIAN p pipes, conduits and equipment; and shall verify size, • weight and location with RC-I FURRING CHANNELS @ 24" 0.C- separated from Parkin g Garage # I ( a concrete two (2) hour area se aratMn wall, V 0 to the furnace, subject to acceptance of the building official, the wall need not be 1 5/S• TYPE xOWE ATTACHED W/I • V O subjected to tests from the opposite side- respective subcontractors. LONG WALLBOARD SCREWS @ 12" O.c. of 5. All work performed all subcontractors shall be in compliance with all The Parking Garage #1 contains a gross area of 9,036,87 s.f and connects dint dint a 795 Safi cA O (e) Through Penetration. o f be Penetrating items passing entirelyttu+ough both pro- p d m es bear tective membranih fire app TYPICAL PARD u.L a. U 34 t ergr ound passage to Parking Garage #2 which contains 9,945.62 s.f All of these (n 8 walls required to have a re - resistance ratio g and applicable Codes and ordinances. 2 -2 X 4 1(" O.C., IST, 2ND, 3RD R 4U1 FLOOR 55 TO 59 WP 3820 in Q "7 gs shall be pr walls requiring protected openings otecte-dwith throu gripe Dimensions ® ar as ar e constructed of Type 1 F.R. concrete construction. t-■ �u, i netrationfire 6. Do not scaledrawin drawings: govern. wrriL I CuytR SPACE eL•'rNEPar blocks suitable for the method of penetration- 7. Dimensions shown on drawings are 1.1AYM,F !LL THICKNESS FIBERGLASS:BATf INSULATION U ,_ OO OO EXCEPTION: Penetrations n larger than a flinch nominal pipe or 16 square A. To centerline of columns, interior walls and partitions where noted.. I -IAYFR sA: TYPE x OWB E SIDE BUILDING " "B not inches in overall cross - sectional area containing noncombustible penetrating items, B. To the outside face of concrete walls and to the exterior face of stud walls TYl'1CA1 MERIDA nFA R1NG WALL U.L. a: U 305 CCI O L ° where the annular space between the penetrating items and the wall assembly being 3 X 16" 0.C., 1ST FLOOR N.A. A 21 -unit condominiums (R -1) occupancy, three (3) and four (4) stories in height t'A oa • • penetrated is filied with a material which will prevent the passage of flame trod tea unless Otherwise noted. 2 X 4 STUDS 16" O.C., 2ND R 3RD FLOOR ti • gases sufficient to ignite cotton waste when subjected to U.B,C Standard Na 43 -1 8, Carry all foe to a minimum of 12" below finish and/or to solid beano ® constructed over Parking Garage #2 which contains 9,945.62 s f and the Recrea..att Area rature fire cond u e minimum positive grade B• I -LAYER 516" TYPE x GWB EACH SIDE E containn 2,799.00 sf all of which is Type 1 F.R. construction. �' - 'r'� pe location po pressure period at l of 9. All handicapped living wa s be in compliance with i . the Washington Barrier B YPe - to o 0 time-temperature 0,01 - arch water column et the location of the penetration for the time per a t least T at L traR *><?a -B tuC- WAU U.L. a: U 305 �p� t - equal to the fire resistance rating of the wall assembly. Free Code, 2X STUDS €024 0.C. N.A. t/ J r The T rating for through - penetration fire blocks iii tire - rated walls requiring 10. Water temperature in handicapped units shall be limited to 120 per Washington NOTE: ITHITIY GRADE ACCEPTABLE FOR The R -i occupancy is separated from the parking garage (B -1) by a three (3) hour ^ # - ALtNON= BEARRdG WALLS rV) S . occupancy separation and the R -1 occupancy is separated from the recreation area (B -2) • ,✓ O o0 protected openings shall apply to penetrations in the following locations: Barrier Free Code. 1 - LAYER L8" TYPE 'X' GWB EACH SIDE I"' ^r' Pa g Pan Y p rovide exit signs, fire extinguishers as required the local fire by a one (1) hour occupancy separation. lad V I. 2. Below any ceiling. marshal!, and submit 1. Above corridor ceilings which are not of afire- resistive assembly. 11. Contractors are to gnS, Bgui rdq by :, � p drawings of the fixed fire protection :the local TYHCALCt%R. WAN.). U.L. a: U 305 Q N EXCEPTION: Any through- penumting item not larger than a 4 -inch nominal fie marshal forapprovalptoi't0 installation. p �St� to 2 R 0 -C., 1ST, 2ND, 3RD FLOOR 40 TO 44 WP 3440 The 21 -unit Building "B" is divided into two (2) separate areas by the use of a two (2) G "' `-' pipe or 16 square inches in overall cross - sectional area need not have a T rating. 12 Provide fire alarm system for Building subm to City for approval prior t o 1 LItYFR sB•1 TYPE x (iIVBFACN SIDE hour area separation wall on grid line 7.1 which extends from the P.T. slab over the (f) Membrane Penetrations. Walls may have openings for steel electrical out installatio SEE Sa War SCH. FOIL lir PLYWD. parking garage #2 up to the underside of the roof sheathing of the Type V one -hour let boxes ndt exceeding t6 square inches in area, provided the aggregate area of i3. All interior wallboard shall be Type "X". Thickness as called out on the iypgGeL FarrERlO J uJ a: u 33s Structure above. The area west o f t his wa ll conta 25 s . 1' an W eas sce 1 such openings is not mom than 100 square inches for any 100 square feet of wall or ra S1UCCt1sORIVf[ NA has 10,610:81 s.f. partition area- Outlet boxes on opposite sidles of walls and partitions shall be saps drawings - rated by a horizontal distance of at least 24 inches. 14- Each dwelling unifshall be equipped with smoke detectors conforming to UBC 111" GYP WAId SHFATh 2 x 6 srt1D ; @ 16" 0.C., 1ST FLOOR MAXIMUM ALLOWED AREA ' wall- protective membranes are penetrated by other materials or where Standard No 48-6 -a located per Section 1210 UBC. 2 X 6 STUD! 16" O.0 -, 2ND, R 3RD FLOOR - large: openings arc required than permitted above, the penetrating items shall be: 15. Provide steel electrical boxes in fire -rated ceilings as per UBC Section 4303 -(b); E.22 FIBERGLASS INSULATION KRAFT FACED 1 -LAYER 516^ TYPE TOW Building "A" t, Protected with membrane - penetration fire blocks suitable for the methods of UBC. , penetration, or 16- Roof coverings shall conform to UBC Class "A" and Section 3203 (e) of UBC. Type V one -hour construction 2. Installed in accordance with the installation instructions of their listing for i 17. All exterior foundation wallatieioW^��s shall be dampproofed on the earihside WATERPROOF DECK COATING 6'Oi" PL%' 5/8• PLYWOOD FLOOR SHEATHING OR OS.B. TAG N.A. such use. Sec- 505(a) Table 5 -3 Basic Area 10,500 s,f. from tom of footing up to finished g 2 X to JET @ 1 6" O . C . EXCEPTION: Penetrations not larger than a 4 -inch nominal pipe or 16 square f 1 -LAYER 576" TYPE /V G.W.B. Sec. 505(b) Muhi -story 10,500 s.f. m inches in overall cross - sectional area containing noncombustible penetrating items, 18. Roof drains and gutter Shall be connected to the site drainage system. o where the annular space between the penetrating items and the protective mem!). ante 19. Footing drains to be connected to the site drainage system. t. ,: _-" ^•. i Allowed 21,000 s.f being penetrated is filled with a material which will prevent the passage of flame and 20. Site. a - "'shall confornt to local engineering jurisdiction requirements. Proposed 17,234.32 s.f. hotgeses suRicient.°ignite.nonwaste whenisubjected toU -B,C. Standard No.43 -1 g gJ TYPICALTYP$VONB- IIOTJR FRAMING COMPQNEN I•S- BiJD.j)TNG "B" _ 0.01 -inch time-temperature ater column at conditions the location of the penetre on for t ti a period at least ' 22. Kitchen and 1 Bathroom exhaUSt ducts shall be to Closed with 26 gauge galvanized _ . { - STC SOUND RATING B Fa AssOC - Building "B " _ V one -hoar construction ' f / . CHITE4f `. equal to the fire- resistance rating of the wall assembly, sheet metal and shall extend to the exterior of buildings, 5 from any opening. r � U.L. L 501 FIL • Type ECIGA r RI pr - „rn , ; E. Na / ___ ' / L•I ' I ' MAN (g) Construction Joints. Construction joints shall comply with the require- 23. Laundry drys venting shall be 26 gauge galvanized sheet metal ducts encased in t WATERPROOF DECK COATING menus of Section 1707. 1 -hour construction and extending to the exterior of the builflmgs, 5' from any 5B" PLYW000FL SHEATHING OR OSB TRG NA. Sec- 505(a) Table 5 -3 Basic Area 10500 s-f j ST OF WASHINGTON i 2X10 IMPS. 16O.C. Sec. 505(b) Multi-story 10,500 s.f. opening 1- LAYER she TYPE x awe 24. Provide mechanical al ventilation in all utility rooms ducted to the exterior with 26 21,000 Sara i TYPM'ld. UNL L /WQ 1 r U.L 4 L 536-8 I • Sec- 506(02 Separation on three sides gauge galvanized sheet metal ducts. 3(4 GYPCREIEIRAOR 55 TO 59 FC 5107 West side 30'_1" 25. The contractor shall provide and install exterior handrails and guard rails as s(6• PLYWOOD SUB FLOOR SHEATHING OR uu TRO Floor- Collings or,Roof- Cetiinga 2 x to OCR 16 "oc.u North side 29'-3" detaile3 on drawings in all areas requiting same, that may not be shown on Sec. 4305. (a) General. Fire resistive floors, floor - ceiling or roof - ceiling as NOTED OTHERWISE ONFRAMING PLAN East side 27 -9" drawings ore to field r , _ t I r,, . conditions that may arise t i r r t . RC-I FURRING CHANNELS ®24 43-C es shall be assumed to have the fire - resistance ratings set forth in Table No, $4 An (u J East side controls 43 C. taken rths[erials are inco rated into an otherwise fire- resistive assembl 26- Provide !very unit tatty door with view port 1 "through dead bolt ti CAv 1� 1 LAYER 5/a TYPE x GW9 ATTACHED con Y 27 P rov e safety glass in all shower enclosures: tsi+k U•$,G 3304 CG) LONG WALLBOARD SCREWS @1 2. o.C. 27 -9" - 20'-0" = 7' - 9" x 2 -1/2 %= 19.38% E whichtnay change thecapacity forheat dissipation, fire test results orothersubstan 19:38%x 21,000 s.f. = 4.06 s,f- tiating data shall be made available to the building official to show that the required • 28. All unit entry doors to be 20- minute fire rated, self - closing and self - locking with TYPicakaag17 wiii ILL a: u 341 8.75 I O fire - resistive time period is not reduced. smoke gaskets. . 2 -2 X4 @ 16" 0.C., 1ST, 2ND, 3,8D R 4TH FLOOR 55 TO 59 WP 3820 Allowed Arm 25,068.75 s.f. , _ Ch WITH 1" CI.FAR SPACEBETWEEN Proposed Areas C (b) Ceiling Membrane Protection - W hen a ceiling forms the protective mem- 29. All rated fire doors to be Self - closing, 14AYFR FULL 1'IIICxNFSS FmERGLASS BAIT INSUTATlON Western p art 25,037.60 Sara OK • - - brave fora fire - resistive floor - ceiling or roof - ceiling assembly, the ceiling shall be 30- Provide a Fall NFPA Type 13 sprinkler system throughout budding. Shop - ) 1 MO TYPE' GYM EACH SIDE withrut openings in oidr to protect structural elements, N will be �,�,,,��,�,, t y h 6 EXCEPTIONS: i. Openings for noncombustible All vents required. Eastern part 10,610.85 s.f OK 7Yp[ {-tTYtF 1ugagg'iG w t U,L a: U 305 ((''���� I E sprinkler kr p`p 6 °"d openings for 31. All writs to be handicap adaptable per option one of 24 CFR Part 100 Fair A D.' 3x4 STUDEl ®:16 c 1ST A 2ND FLOOR N., ' (,) 5 steel provided te g boxes not such openings through the c 1 more installed, Housing Accessibility Guidelines, ) , y 0 2� , i X A 4 i flu x GV 3RD a EACH ALLOWED BUILDING HEIGHT . sir provided the aggregile area of such • 100 square inches for any 100 square feet of ceiling area. 32. All wood in contact with concrete to be pressure treated per UBC 2516(c)3. Oj�d', �' Sec. 507 Table 5 -D "s stories Allowed O • - -- 2. Duct openings protected with approved ceiling fire dampers. 33. Firebl 8 and draftst s UBC 251 I ' j - na orris „*•;;r�°�rNG'a1�J. u:L g: u 305 f C O urdting firestops oP per 6(f)• r 2 X4STUDa �a-? 3: In other Lien corridors that are aired to have fine- resistive ceilin s, d uct X24 "OC. NA Occupancy R -1 opening may be unprotected what tests,eaducted in accordance with U,B -C - Stan- , ! (n II 34 Nailing per Table 25 NOTE. uri1 lTYaRA DEacc rrr'ABI.EFOR Cd3lrst rutction V One - How !! l� L 3 dard No. 43 -1, have shown that opening protection 'is not required to maintain the ALL NOH BEARING WALL /r �/ ,LO o I--- , fire resistance of the assembly. • , , 14AYER 5B" TYPE x GWB EACH SIDE ( i Automatic Sprinkler System throughout 1 story Increase < 4- Other ceiling openings and penetrations may he where such openings T}gsKe�. F,[fFC• U.L. a 11 335 P� Y - Ti and penetrations and the assemblies in which the are utilised are tested in actor- W W 4 stories Allowed l i .- 0 '!` � t n { '� • '� \.d `ta'!E53Y�kil1: B; aY .rrIg4LPUlr':9ariaf�t4<�'°�'Mst 9 d - l t.",.,., , ... J 0 � i Ur GYP. WALL SHEATHING 7"sLt7CWrl)RLVff N.A. � Q 61 Access doors maybe installed in such ceilings when they are approved horizon- t r . C"/v l 2 X 6 STUDS I6" O -C., 1ST; 2ND, 3RD R 477fl1AO pp f of Tukwila ' . RW I CZ John W- Rant Ma r ® Proposed: Maximum 4 stories OK tat accees door assemblies listed for such purpose- kli. i t ib t 1-'O.t vF[y R-22 FBERRGIASS INSULATION KRAFT FACED _ - T`�-. s' V) I i t0 ^Where the weight oflay-in ceiling panels used as part offiro- resistive floor -veil- t � f De al'lTJtent o f Community P Com/Rflni Development Steve Lancaster, Director 1 -LAYER 5B "'rYPE'XGWI3 (X E L O al.. P ) :ng o.'roof-ceiling assemblies is not adequate to resist an upward force of 1 pound y __. i TYPICAL TWO W U.L.a: U342 e - T per square foot, wire holddowns orotherapproveddeviccs shall be installed above I 11168 2 2X4, 16 "O:C., 1ST, 21.713, 3RD R 4TH FLOOR 55 TO 59 WP 3120 I d the panels to prevent vertical displacement under such upward force: I WITH 1" CLEARSPACE BETWEEN April l8, 1995 Sunshine Ridge P.EV IS n o V. 30 , 19 95 U (c) Floors. Fire- resistive floors ' and floors which are part of a floor- ceiling as I - LAYER FULL THICKNESS FIBERGLASS BATT = semtly shallbe continuous without openings or peneoations in onier to complete- LNSLLATroN Building Permit Fee Permit Plan I s urcharge 1 I Q M. November 1, 1995 2 - LAYER YE' TYPE "x' OWB EACH SIDE ly separate one story or basement from another. ' . ' - Fee _ u k F - tae To , 1 j EXCEPTIONS: I. Openings enclosed in fire resistive - rated shaft enclosures in IMEALDBCILELSKEilailialiB Pawn ass - OI z8 I accordance with Section 1706 (a). WATERPROOF DECK COATING N.A. 2, Exit enclosures in accordance with Chapter 33. 5/8 PLYWOOD FLOOR SHEATHING OR osB'I'AG Residenual gross arcs 3. Openings permitted X 10loin@ 16" O.C. 16,904.71 s.f. 3482 50 in accordance with Section 1706 (c). 14AYF-R 541 TYPE "/(• GWB 2,263.63 4. Atria constructed in aceprdance with Section 1716. Mr. Lyle Kussman 4.50 5- Penetrations protected with through- penehatlon fire blocks installed to provide Kussman Associates 5,750.63 ,.anFtruing or a T rating in accordance with Sea ion 4301(b), TbeT rating shall apply I 'per 1945 1 to: P.O. Box 1705 SOUND TRAftISN!kSSi4l'! CONTROL { A. Penetrations which are not contained within a will at the inn where they -- - _ _ - - - - - -- - -- - - -- - - -' ptrY Bothell, Washington 98041 -1705 PERMIT u B 95 - 0129 I - y t;41. i8, � °91a point y Sound Transmission missio n contra l )3tiloStur B j I C pe0edrate the Boor, w Sec- 7 -(a) General. lnGmup R Occupancies, wall and floormeil:ng saw Resi dential gross area . .. , B- . Penetrations which are larger than a 4 -inch nominal pipe or 16 square inches D ear M K ussman: talks aeDKSOaB dwelling oils a gust scans from each other and from public I 14,089.47 s.f. 5,493.50 in overall cross - sectional area, space sad•L as interior cadidors and service areas shag provide airborne sound in 3,570.78 L 6. Penetrations na larger t nw h anA4- inchminelpipeorlbsquareirchdxinoverall RE: Extension Request for Tukwila Buihtin'Permit Applications #B95 012 &.B9S - 0229,& } striation for w. ga, and bah . rrtwnta and b,rpacrsomd insulation for floor-ceiling I 4.50 + - cross - sectional area containing noncombustible penetrating inns, where the enqu- B93 - 0130 assemblies. ) (b)AmbdxaSuuad lssulaWo- All such separating wathand floor-ceiling 9,068.78 _ ing as- Date 14/.) 30,:rj te. a Tar space between the penetrating items and the floor assembly being penetrated is J sembtiesshall provide an airbontesaund insuptimegwl millet required m meet e I -. _ ---- .- _ - - -._- --- - -� filled with a material which will prevent the passage of flame andliui sufficient g e- san iarianiaelan class (sTC) of SO 145 irrrom lased) 'Ft.,rr. 095 - 0130 to ignite cotton wale when subjected to U.B.C. Standard No. 43- 11:me- tempmsuire A one hundred eighty (180) day extension to the above - referenced applications for permit is Penetrations ' ' or opaunga in tonal aria, assembl r piping, electrical de Parking GnwgdRxreatiut fie conditions under a minimum 'positive pressure ditretential of 0.01 =inch water granted. vices, messed cabinets. bathtubs, sons. or healing, ventilating or exhaust ducts I °',:area , D C'S?f..;,.; column • at the location of the penetration for the time period at least equal to the shall be sear, lined :.^v and or otherwise treated to maintain the required rat- 20,718.66 s.f. 1,696.50 , ,,. Isi fi s:, s:e art taring of the floor assembly. , .. 1,102.73 (d/ Roots. Fire-resistive roofs may have unprotected openings. See Chapter 34 for skylightconstruction. Please be advisdtd that this is the only extension that will be granted on these app f or "'� permit. If the z hcations are not approved and issued by April 26, 1996, the applications for F- ntrenccdtsorotm tinteriarcorcdurs cogeu 'erwifnmetrtN:rimeurae , uanau 4.50 P PP PP Y P PP hevealelnontay test«I sound irensm on clan (SSC) tins of net less also 26 z,803.73 permits B95 -012' B95-0129 and B95 -0130 will became null and void on that date. - +nd NMI perimeter seals Mall be maintained in good - °pen " "gceud "°"' (e) Wiring in Plenums. Wiring in plenums shall comply with the Meehan ics! (c) Impact S0 ndlaulatioq. All sepralmg fiaasedutgasse0Wtesbaween 10,672.50 6,937.14 13.50 17,623,14 r:ode.. unit a guest rooms shall pre Ida impel sound insulation dslpdm Rai PA 19 . (t) Construction Joints, Construction joints such as those used to accommu- If you should have any further questions on this subject please feel free to contact the Permit I mgwmd m rued .nimpaett antaian too MC) °fw (45 a field lased). Floor dA /Z6/ 5 Center at 206 431 - 3670. eovam be wlaLedin the usentm maMaateepiwrunge and must date wind, seismic or expansion movements when located in fire resistive fldors . shall comply with the requirements of Section 1707. ( ) 6a, eiuoadumpamunentprtof the a. .embtrabmay � replaced o"'ybyur6ar {�' floe covering nut prtwkka:tlro same sound insulmion requited above. Required et Filing 6,937.14 PAID 0 4/26/95 Sincerely, (d) Taped Assemblies. Frofd.m lahas:ory tented wall a gaor- axging designs Balance etlssue 10,686.00 1 - having ao STC or RC of 50 or more may be used withoutadditional field testing Plus Public Works it Issue Job NO. : =i J!c when. ol�opi00r1ihe6 kiint{ otidial ,theteateddesignhasthotl lrr- 1 - l l mind by flanking paths. Tessa may beregaired by rase . building official what ev:- t r Fi l i a ,ea °t compromised separations it noted. �� Sheet Of ��� V u- f it Oo aTIN ri f .� BaaldiTiana tuai.ncon LaYSlemr .... - 4� - z',,_, � / J • ^ISeG•3SR2: Oed«le syaaaa as listed in the Fm aesutarwe R lg Mxhuai. \ ! ,t Building Official Tudnh itlan, dated August 19813, pmishedbgthe0ypum Association may • . - liaioxpmd Wenealaboratory ten hidreamsOutOieregpiwtroraui tSdNalon3501 are nna b tiroeletn 2 4 ' `�l; k 6, ) , -�) r S) a o �3' 1 G' 8/_ 8 -0" a , �, n n" 19`: 4" I -c' 0 -6" 8 e' le,' a , - "r; e — ..___.. . .� - - - -- -- - - - -. - - -... do ._.. - -- - -- m _ - _-- .- - ---- n . o- - - - -- --- -. -' - -- -- -- 'p' - - --- —_.._ -- --- s•° - --- - - - - -- - - -- -- - - - --- - ---- -.. -. ... -_ alc_.._.. ...__. ___.. -. _..- _ __ — • — °fa - - -- - - - -- -- — — - I ® I ligib 1 A- 1 1 N . 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MTL WD FLUSH LOUVER RWTE VALUE f I i _ ' 1 1 i a¢ -era ' X 0.14 x X } i 3Q UNIT ENTR'• w7titw YJRT 2 32 fa - 1 -3/4 X 1/2 0.27 X Lwo To PA-max. fn ra I ! 3 32 8@ 1-318 x 'X x F..1 ----------- ...... __._.. - - -- - --- -- - - - - - -- -----` v 4 28, a$ 1 x X > 1 -- - - - - - - -- a 34 e� t -3n X :e - x op I I( e : 52 el 1-3/8 X X X Bl -PASS ,} i n' 9,.. j X 8 I p ! 7 62 61 : 7-3/8 X X 4PA56 ® ( -° _ 8 42 a§. 1.9(8 X X X 81 -PASS 00 CV U _ v. f . i . _ l . 9 63 al 1 -3/8 X 1/2 X el.Fo D cn Q' ,-^i ' oil i Nip - m "' 1 0 32 a g 13/8 X 1/2 x 'BI -FOLD -- t- to 1 r r I1 - ' 32 a8 1 - X X X X [ al 17 •SHOWER DOOR 12 13 v j I 13 62 ea, 1-3/4 X 3/4 0.27 X : PAIR OF ENTRY c, FQ e • •o .a 14 a2 el::.. 1 -3/4 :X X MAX.:. X... X V` g I -6 12 -4/2 • !n ' /2 . I_/n" L'a' % 12' -dYi' 1 is 32 61 1-3/4 X 1/2 X n ;5 : _- . .__.._ 1 t. t t . j to 32 ea 1 -3/4 "X 1/2 X SMOKE GAS (ri � n K .. - I I I_ _ 1 i ! 1 I 1 VJ BOO ' I ,N I I I 17 32 eg 1-314 X MAX. X X �. U ! 4 I • I !,_ 18 202 132 • X X •OVERHEAD IXX)R WfOPENER .„ - 1 ,-- ' >r # 19 1 1 • X X •OVERHEAD DOOR w/oPENER 1 CI _ __ _- __ -_ .. _. -... -- _- -._ � / O - _ _ - - _. - _ _ O _ 82 62 7 -3M X X X PAIR LINE OF WAtt 1 1 I i •RATE ELEVA _ - 4T. ELEVirok ! • 21 X. X X X •ONF•NOUR 7 I'Ofl DOOP - j � C L EVELS I i '11! ! I T � � I L . - ' 1 . - E X • ELEVATOR W(CARD KEV ACC SS I. \ 0 " " ' - . -2 4-l0 1 3-io [o'_o S' 9� o _..- 4� lo" I 12- ZP. i l�l Glazing Schedule I 'FAA IL/ RM. � . ,._ � � -a f - � I :o ill < a i_ �Ek�S lag °U° Values Frame 212,2 s Remarks i .. . I a i L - - II O:. - I . - ' i Y ' F . % A 4Q x 34 1 0.41 Vinyl.' 1/2" w /Low -E Above Areplace _ _ L2 � ., �ou.+rcPl L f � I = I I i '- - - 1, II -., -� �2 IIiG�1 !c'+ ' _� •, 1vfi1'. ,u . Iz W. 1- -- �---- -...... _.._ - -- r- � I WALL wEt I . i r• 1 w 3 B � x3.�f 2 0.41 V•1y1 1 . /2 "w/Low-E I _ I - - - - 0 O I ry "• ID£vER I wr�w x nav<x •` u 512 x 3CC .n w/Low -E - I 1 1 .1 1 J I [D 0.f; 1 N 2 ,DINE, 1, • - \W ', C ., 54 ]I: 2 041 Vi 1 /2' 1, 1 ■ - ! -- � t I ' i 'P 6 . 7 1 . s ■ i T.w ' ---r v O ' flw I ' �_ D 5Q x ,3Q 3 0 -47 Vinyl 1 /2° w( -E G.,„. RED+ ° o g 1 9 mI 4 9 t // r 'IiECT _" - j m L I m �� _ �' I I I E 6Q x 3¢ 3 0.41 Vinyl 1 /2° w /Low-E , i <: � - 0 6 o" _ ' -. - -2 B / - 5. - r:.: /1_11,,... -Co" r..-- U 1 • 9 - l0" 4 =0' 1 2' - 4" I 3' - 0� ' 5 - 4 -G 1 -i�: - - - - -- i� RM. - -.Oln - -- F 8Q 4 r -BAT. 1 0.41 Vinyl 112' w/LOw -E Patio Door 1 pt a9R'NC1oR K ITG:IE 1 O "T 9 / , ' ✓.I TC44EKI i °D 0 FA, b r m % ) G 6Q x 61Q 4 0.41 Vinyl 112- w/Low-E Patio Door I REF / 1,`., O ' " vEF16. i I - - - � + - - -- - ' \ �`"� j \ - - - _- - - � m f ®' � � 9 H 5Q x 614 4 0.41 Vinyl 1/2" w/Low -E Patio. Door - - F - I �. - 7 �.� - 4 6Q - 5 0.41 Vinyl 1/2° w/Low -E Safety - Glass' -Fh T 11RU • % f' A55 tCIRJ ' ' - i ' I I 1 • i j^� 5Q x 6Q 3 0.41 Vinyl 1/2" wow - E .. • O in -� ° I ° -- 3_4 -o m -3" 1 -4 " { 5 ; =4'� 4' =0 E6':s" 2 -ro" L Qx3 1 n.a. Vinyl SingieGlaze n -- v -. .. _. -_. _. t < BATH I. R . o . � - � { 1 1 I 3 -Dr, ,..6 A „ * I �� I I I I ' 1 IG 1/1411 .$e.Trt R. o. f I M 8Q x 5Q 6 0.41 Vi 1 1/2 w/LOw c ° " I j ✓. j I NOTE: Patio Doors and Type Type to be glazed with Safety-Glass in accordance with '.+ E ,v) v �3 I' I L,J Wa6hi Energy Code Climate Zone 1- I, I I Q.) 3 <. O �. Ii m O (� ; I, I : `� default U value. O -- Ail Window and Door ith the N.F.R.C. Certified or ' o - products shall be labeled N.F.R.C. 1 <za H. I I, U ' I J Window Types (} o I- I I N L IVING Rm . ,. �,- 2 „ I , „ I I Ivj+Jc RM. ■ Ij 3 -10 W - 1 0 - 15 , -IO '1 -v ,. 3' -a 2 - 8" } " � I 1 v I F a N , 2 12'- o' ' 1 " 14 ._ 12 0' -- _ 1., I ( F -i F F F Q a d' ... ---r I v a' I Y- P" F I - _ I ':I f 0 '.. 0 ' I ! v\ \ :I t ' 7i ", GAS F+REPtr GE I I � c� . u ! ' K C",,, *','\ � ! I ;I v�r TO curs rot M I { . #1 #2 #3 #4 #5 /r6 6 f MASTE E,J " j / ",' NW STEP BEDROOM I D - e T ! a, A\ Bu1tD+NG 15' I i O ! 'o DOMESTIC "DRYER VENTS : , � 7.:,,,,,..., I I - i 'DEL✓ ■ , ! -9 78.'S 4 I I . 48 Soo' 1 ` CI 1_ : � - -- - �' - -� - 4 ® --- - ■ 1 y = ± `o l S r - -' N.. N: 11 . I I I ` , V _ -� _. - -.: -_ S:F - __ -t- 1 -. _ 1S- _ _ _ I - N -t h DEC. 4N. ■S, aas t � r 0 Y / ! i - \L--- A/ I " g 3 , r , i Unit No Gross Arg@ Net Argo B J i , Date * v O 1995 8101 1,229.00' 1 163.00 Unit No. Gross Area Net Area - LI B201 1 ?, X10 1 6102 1,150.83 1,092.73 n I „ ! 6105 Rev. 1,150.83 1,092.73 - 8u1I. .0IN V 8206 Rev. 1,229.00 1,163:00 -o., 4 -l 2 =0'" 4" o %z " i2ovz a 6" z -o 9 Z�8 8202 1 ,750.8 3 1,092:73 - `' ;?IcAI_'J B301 1,229.00 1,1.63.00 - .'1 -- _.._ - -__•�' -.. ... -_ -. - ._...-- -. - '�" -- -- �'t -- - - --.. - ..---- 'I' �• o B306 Rev. 1,229 "00 1,163 - 00.E - -- / 8203 Rev. 1,739.52 1,0$1:42 ° 3 1;4 13 • ° 2� z'z 12' -4 z I3 82 - -- _ ' t2 4 /Z y .6204 1,150 -83 1,092:73 " ' 8205 Rev. 1,150.83 1,092.73. 8, !329.00 8,161 -0 - -- - - - - - -- r 8402 1,229.00 1,163.0 �. _.. -, -- _- _--._. -._ _ __...- -- ._.._- _-- _- ---- --- ..yl.._- _- _-- -_ -'.- _6302 1.150.83 1,092:73 -' I�.+ro.•. aee� B405 Rev. 1 603.00 1,143.4 0 E) B303 Rev. 1,139 52 1,081:42 i 8344 8304 1,150.83 1,092.73 4 j j Dom 13305 Rev. 1.150.83 1,092.73 '' f ' B403 Rev. 1.139.52: 1,081.42 Job No. 9 4 Ofn 13404 1,150.83 1,092.73 'r t " ., 13503 Rev. 1,139.52 1,081.42 Sheet Of 8504 1:150.83 1.092.73 . i' 18.066.38 15,252.98 r r - 7 r - {e..w roc :a 8 zo4 ��I // '-- ;. / / \ / //11 ii \\ \ ` I ! 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T. 1 . ; r.. 7, �A e.: .< , ; „ E — �� i P,. ,, r -hcE :. : J.E ._ . .._ ' - l� c 50 ■ F I I i , r I 1 -9 e i ( o C -gin - V 1 . I _E COL b S t 1 .H v.. ,.= 5 -4 ( . I r N I r- t 4 IL,. N � EGTf o , y @ UJ 7 1 11 T'. `; L � Jv'hL J�GT701� T j 1 u .-...,,,,,),i15: KEG , -% �A A /tr a' v J v I ..� O 2 _ e i Q DEEL. '27,19'16 F PAR KI n' c�AR.?, L;E Q 0 1 - 5 _ .., P E J =: SE 'h,C W ..L p� Gti,L '/ z - ! " SG <\L E. ' o' \ A-17 " - - _ _. ._— . —. S ' O JGYI E _ - I. v `,07 _ '/i = 1 - ,`a'17 1 y > a ; - I - -- - -- ! Date n1nV. 30, .995 yy , = e P4 T P.F; IN6 SkAGE¢f . :. w . ! a� -� 1 -- - - _-- G x s J L cC iO' '4 Gc'':T. 1 .. " -� 1 �/ �J !_ it lY a -,� GALE I/ 1,r_ C o._ E / _ � \, � -." . , ... . :.. RECE It Job No. 9-46 G? '. CY IT OF T KVJA DEC 2, 7 1995 Sheet Of , 51.7..1.. , P ERMIT CEMER AAuu E. coMPL[ • LI:vF- 15a�5� �. 0, S. 88 34' 28" E. 215.57' \\ \ 2F. °o \ \\ \ \ ` /3 — 1 Y .,,, 15'7 r :; rte' r \ / s 1 38 _ — 1 (Z$� 1O 6 � t'• • \ _ — — — � 8 9' 4" ^�?� �9 s%2' _ \ \ �, � VI ti \ \ \ \ \�`'sr_ ` I , \ \ : 1II> ;� \ 1T^- T'I"T'T : ."-mr�`�tC"�"' I \ N \ '101 I N 1 \ . \- ,,,'— • •,_!,,, \\ \\ \\ \ \ \ \ �� I S ® i \ \ '2.5' \ \ — \\ \ \ +, ?I ,So ` \ 1 + ,t 1 � .- 114 011 }z.so r. -.. co . + ` \ \ ._._. \\ I'I \ FC —�— ( +j U O 1 p,.. 1 ta.■ aggh 0 00 C, w... � v ' 1 \ \ — � \ \ ' � \ \ \ \ . \ oI- 1 4 ® (n \ \ — S \ \ \ \ 'y +14.4° \ 3 \\ ' i \ \ \ 0.v ; �1 ./ ' I C /J `n �..� \ \\ \ \ \ \ - - - \\ \ \ \ `f r \ \ \ � , m \ \\ \ AN \ \ I , , r, x I .\ • ` I a a a . • C) ''' \ 1 - - V — -- -- ;, <r \ I _ �\ \ \ \ \\ \ \ \ \ i I I g �� N li , 1 ‘ I .e, CP') 1 1 \\ ` \ \\ \ \ J. \ \\ ` \\ \ \\ ; `\ \\ j \ \ \ 1 U�''' P.� \ \ \ \ \ \ \ \ � \ \ I ma ° w .:.• :-.- � I Q c9 \ <1.c, -... - \ I o \ , o !,,..o� ,4 \ i \ 124.25 12G � \\ 1 1 1 1 I I7. 4 \ ' I la N t .. ` + + + + �. 1 \+ 2 d \ +1225v \ `\ \ 11 ........ ........ 1 1 11 a• , -II., % + !14 .cn I + \ �� +1..4 0� \ \ : +114.00 + k::::,.:::::::::: + 1 t ! 1 � I ` 1 1 I; ( ! \ 1 \ \ \ \ , \ -t 1 ®`•(� I I ii 1 p 1 I \ \ \ 1 I , p - 1 11 ! 1 1 ■ \ � + i,' i+ x •.r. i l3 :vs 1 I I C \ 1 ` \ \ 1175 'I 1 19 Sn y . 1 1 1 1 I 1 \ 1 \ \ \ / L1 \ t \ \ \ 1I 1 ; 1 _ \ \ \ \. +I:1 \ , t 1 1 \ / \ \ \\ I' \ I I 1 \ t I 1 I 1 ■ I __ _- \ • \� • �\ _ _ _ . _ 1 r 1 i - 1 • . � + i= ■ t l 1, __ _` r } \` / � RECEIVED � / \ I z o ° 1 ■ // t 1 1 { ■ ■ 1 \\ JAN I S 1996 o 0 \ -� \' \ \ I \ \ \ ` \ \ \\ 1 1 I / 1 I \' I ■ I \ TUKWI 0, \ 1I \ \ \ \ I : 1 / I I I 1 I j PUBLI W C \ \ \ \ \\ \ i i \ \ \ 1 \ \\ 11 1 I 1 1 1 1 I I I S i nrrcNTloN sun- coxznncroas: '-- N Z \ \ ■ \ u'7 \. u7,5o 1 1 I 1 + { G ! L . '� 1 a vupelemance'tol cop o! [ gaoce enganeer]n .curl \ \ \ 1 \ ` + I f Y• 1. I I N A: 19 I omme .ill ° k �] ,o °a o e n r,e la ° or lic o .. -. , „ 1 ene:•a or ra ear co cbeee documan \ ( IIE.s � I��\ I I_D I I N e n . 11 + \ \ 1 \l I I 1 + I 1 I � . .. I- -- -_ ¢ �,: namr ' aria`s =,: ieala'ei °� `' ,coca. h G —•a,, .r .� a. 1 ce O r� \ -_e_ \.... _ _ _ _ _. _ . -... 1.. _ -_' -4 �K • CONOLVSIONS AND REDOMMENDATIONS v O 1 �. 88 3..' IZ W. p +,,,'„...'.-,5 I ! ° I vanerel me as rand a owanea In me recem real Pna wer..er almn to cwaluona In \ 4.00 \ \ _. 3# + 1 - - -1 _ 1 1 !/ I I ( „ N ur eadNr Ieal pits Tampon ry ilia of 1 1 !H I V Ncel) are aWtaae for the polecL Each , O \ \ ! �— I . .v - 1 I I O 1.1 IH, on should extend continuously between Its lop and bottom no neer.erneal cut should M- � O \ \ \ I10 f +; \ C 1 ' 11� 8I I I 1 ; 1 I / i ■ m be mad. althe base ease, oeremGer 15 we It a temporary cuts of 1:1 r (J ' ,5 (n f M:Vj u be made wNh Nees - \ \ \ \ �\ I { appears that lemporn 1 \ \ ��._ r+ - - I — __ - -- I I . -�- _ + - , o 'I I / 1 \ ,S%',.:, O v e po 1 r nl teat ala and merorwe ,e from '.I . - Q \ v \ } ! ` I 1 1 t 1'O.' /l I �^�.3.: --- • :•. � ° O o IIMa I dw t as obaenaa In o f 1 recd _ \ ` ll ?,o9 I 1 , � I ' nr v.. me arw. \ ill \ \ \ - - — - I \ \. \ ■ \ 1 I AI9 5,5 I I I - - - - - _ _ I 1. I Z should h. ea us a .1-Inch quarry p 1 aaluon'we recommend Mat .l lean four t,.._..1 •- 0 o \ 1 I 1 I n+al ecoroa he ... on m m,v. xu..non In ose some In,taanl oaur. \ ` \ \: \ \ \ 1 ■ 1 \ 1 1\ 1 1 I + - ,.. . , � \ I 1 I h wo rkinv noue a. Aadumna boGa may be C a d they nhoud ba axenaae wmin spin c Q \ \ \ \ \I \ ■ 1 I _ _ I I 4- I -- — I I' I I we urkenaene u,al on a ie son w,l be a becklill wttare p o e aib a M o ! u se .al \ \ 1 ■ \ \ l } 1 1 ::3 'cE + i= rvD .=,� L — —- — 1 I encountered In the lest mnalatetl of ell y and axanuy duly Warta Ramose or me .0 content, _'43") I \ \ \ \ I GJ.7 = 1 I {- fL3. 11^ A )r 1 '"' 1 end Mat the beAlm within al least 18 Inches of the building foundation wens consist of p \ 10 g \ \ \ \ \ \ 1- 1 i 1 I . _ _ { -E.-1 I i e i .m otter i en<.. -le in me �. e nav sect on from I eo eM b.rJ i e . repo, -G \ N I \ \ \ \ 1 1 ' —1 - -- J- i I 1 \ III I v I section of oeotem ae pn.ed G 1 ai ° e a ptmum ma �ntenl dodn M 8 `\ \ \ \ \ \ \ \ 1 1 1 1 t + 132.33 I + _ - o_ 1 1 I I I ni le.l fall .°r. I ov W 1 y o et . n. wa a ne o mo G t \ . —._.,, \ \ \ \ \ 11128.. I — I I lit I ® b I. sal used .. structural fill n la bat I pli m,m manure condition In order m be adequately compacteA w a t na dial M ih \ N \ \ \ \ 1 \ I _ wl owner wishes to utilize structural fill bene \ \ k on I Ne bWMinp'a Ih edp a 0 111 I N e b f Ih II . end en iWl CUnI Q \ \ deNr II aour oplNOn. 1 rid ai f Ih d can drba whet II wil xkel be I \ \ I b.� \ \_ I m \ I \ \ D in could b done by a end Su ri ng al Flit a of Drying `Dula be acne by aeration during warm wash or by IM aauwn a klm dun The on -nee \ \\ 1O(. \ \ • ` 1 \ \ \ \ \\ \ 1 I # 1 sand Is likely aulleae to use as II beneelhlhe slab but some drying may be needed 11 I. sand Ia ■ \ — \ \ \ \ \ 1 \ \ \ \ \ \ \ 1 1 ( \ I - 1 ■ 9 EC. 2'1, IR9119E. .Ov \ \ ■ \ \ \ \\ \ \\ \ \ \ \ i \ \ - \ 1 -- / \l/'\V �T10 F4 G7 ULFi i- �' - L�Fv \ _ - -\ \\ \ \ \ \ \ \ \ l ?$. ^7 \ \ \ = \ I ALSO S�o✓r:xl:; zlNfs;? GT�.�'e c�: • I \ \ \ \ \ \ \ — \ \ + \ \ I W as 4 S DUT �: _: \ \ � —�\ \ \ \ \\ \\ \\ \ � \ \\ 1 12+5. r` \ —�� —� —�— —�\ \ T \ 1 'GA_c I" 10 ' a - \ \ ` \ ` \ � \ \ - \ � +_ \_ __ _, \ \ \\ \ I \ \ T ne.+ Y 1 E I � \ \ ` \ \ \ \ I \ +128.iy \ \ i - -- - ; \ . 2 \. I 1 p_,y Date -DEG. :A: \ \ \ N \ \ .— \\ \ \ \ \.7= \ 1 I � \ k I I S cXCAV TIO� I \ \ \ \ \ \ \`\ \\ \ 1 I 1 1 ion Monitoring '�` \ 1 \ \ \ \ \ \ I I I ! Prior to � I 1 _ - \ \ `•\ \ \ _ I 1 f photograp vis \ \ \ \ , \ - I omen cs a, aveme \ I / g p nts, andu� j 1 l \ \ \ I e immed icinit /Q lo• 1 1 I 2 \ / ii \ \ s, . ° 1 $ f Z 4'E, -- `\ \ . \ , \ • \ 1 I I the owner from, unsubstantiated claims from surrounding property m -- -- — — __ -- — — — _ \ . \ \ \ 2 10,54' 1 \ \ ! \ • \ \ \ \ \ \ \ I I 1 1 1 1 / owners. : _ / OO — - - __ _ \ ` \ / � 6 / \ \ • as.... -- - \ !!, o \ \ s• \ 13 0 \ \ N. \. l m 1 1 1 \' ( ' Additionally, the excavation sloped should be monitored during.. - \ \ \ \ \ O \ \ - ` \ m I 1 - - - 139�ngtry�tion to detect soil movements. To monitor their. performance, G \ 8 \ / /? ` \ \' \ \ \ • \ \ • \ ` - -- - 13/0 - - we:recommen - establishin a series. of survey r eference Job NO. 4G�o _ - - -- - -98 \ \ sr to \ \ /y \ a - ¢ g Y points \ o O \ / \ \ \ - - \ N . \ \ - -/ haspre the horizarrtal' deflections of the slopes. Control points \ \ \ • ' \ \ \ \ / ,.\ \ \ \ ` \ ` should`be established Z �. distance well away -from the walla and Sheet Of \ \ \ 1 \ /6 / / 8 . \ / \ .\ ■ ` ; '\ Q _ \ / o \ $ \ p, .\ \ \ 1 ! - / •o \ \ 1 \ I I \ \ \ \ 2,- /26 / /3,, that there arrR no deflections: VVV 1 \ \ \ 8 f8.o5' 3 - THE GOMPLE IE LINErt aq]a] \ \ \ \ \\ O` ,, T — `9 - o + ------- - - --- -- - -- I o _I 1 I L w y 10 ■ p$4 6 159.ca '.2 "PROPERTY (2,24 E . ET !4 LEAD ± TACK o.+ Rou<� I I L O / 1 _ I!5 '� 1 - 0 5C 1-o d )r ! --1 • (� .L �, h.. 140 _ — — _i ® co N / VJ Q ail!5 A GRD F_ ,A„ - E2,5T1tIG "Roc ,ER'j 1 n IIP i i 1 t r2 _J j iE_XISYin, ?nro E-2 Y . G : .j - EW 'RocCE,..., - t ' I n l G' -� — O a 3 E.So O .128. %> -+ - < F v ,_,../E o= F'CU 1gr10n! 1 11���111 �4 ' I — . : i / -.. I LINE OF F_cGtYgT,O,i - ROPERT LItiE i i I 1 t I ._.o.00 c-; L _ I 120.00 - E_ c_. •✓ - -T lor.i "FRoF S= C.T,,,,i 5 1i � �OI LF � �CT I0,4 Ex.3 -- -- - - -- -- �� . • 1 i' ILL q 101 I • _..- � I I l IH N Iii <E HI Iii i i E 14 -, it .s 1 I - I S R.,m E.. :d0 _ _ -- _ ` .� 73) :18.0 _� i ! � I4 s.. `. 1 f .) I r } -- r . 3 .. 1 —' _ `-- EXGVATIOn1 V O I (�,.'; �!- aRADE / ._____-5,15-r,..16 ROCtERY I... I 1 =2, 2.m, -z X11 ) .-- "FIN 35k GRAZE - ----- *_ - -_, .w "' v / .- \ \ J ) • _ _ _. I /�' -I-- Q 1.. .- - -L -7 i I -- __ c Tlol.: i Q / i — Ex AVAT1Or. p. 1 +\`` 135so i — - -- CO I /4 ,. -0 . r . ( � O �. i ` YROPEv,- , -In1E7 1 4 - - P ERT - 1 LIn1E ---- -_, 134 I t 1 -_— I 1-i i' _ 10 I - - -- � I i — o. — a . —q — c 1 I I 'DEC. 27 t'9 i...,..1 of Ex G, /a,T a I �_ S j ° r. 1 1 L I SLE op Exc.+./or�o�l :d .42.:_ 1..7 . ° O 110. 0 -� I�1 — - ,t • 71 i I i i I i '' L— D 1 1 \I\ i 1 I 1 1 +� -- ._— _: -I.IE OF ErG�,,,: � i .. -_ 1 Gil/„' .. 117.50 - � — 132 -83, I -_ . . 1 .______ - -__ _ 27- - - -- - - -. —_ - ,/ 1 .1 R ECEIVED Job. No. -q Y D CO I CITY OF TUKWILA ! ., �X �iKoFILE � ECTION EX Co EXGA.,4Tt0t.l �ROFfL° �_ I `G aXGAVATIor -FPRdF s� T10rJ �CA'I RECEIVED Sheet Of SGAL_E %¢ "_ 1LO.. A- SCALE I/4„ = 1L Oa A_19 SG.t.LE 1/4 c 11_0„ ! A /^'� PERMIT CENTER C.�� _ 0 }..- '..INE COMPLLIE LINE,140]5] — - -- - -- • S. as zs" 2/5.57' ulGU FE "`� - Coverage: Calculation: - �;'� Site Area 46,72'1 s.f. 1 18.48.060(d) Maximum Allowed: 50% of Site app 46,721 s.f. x 50% = 23,360.50 s.f. Allowed • f ,I Proposed Coverage ■ 4 Buildin A 5 880 ms s . + . •� U , � Building g A Extenor Wa & St 1 380 00 s f . 1 11' . ` `r Dnve and Extenor Par 4207 00 s f. © •' Exterior St air (N. W. Building lkways 8) 128.00 s.f. 4 in ..,,,,..#71 !-� .,a! ".:r-C��.S:¢'� ) Exterior Stair - !i. f , „ i �f .�L • I OLE & East of Building B) 00•°0 5.F ay o , �� � =s y¢$� . Site Entry Sidewalk & Main Entrance lam: p` \ i • , f . _,.��T ,� _ , , ����� �1 (S W Bu ilding A) U p \ •\ \ \, \ \ , \ \\ , I oo ,� `-� • \ \ \„ 3 r ^ ! "� - �I 1 0 1 Rec Deck Walkways S Enhance ...892.50 s.f. 0 0. o \ ::7i " is I \ \�l� ` ` • 1■ , `a- - - \ - - _ — , t TO Recreation Rooms 787 .00 s.F, \ \� \ \ \ \: � 1 � N \� \ \ i � ����� -\\,\\ ' ` W Total Coverage of Site \ \ sue" "' \.. \ \ 1\ \ .� ' 1 \ \ o�® \ \ . \ \ , \\ -I Y 2313 J.7. SO s F: : - 4q.95`� ..1' s. L \ \ I \`. 4 \FF . \ r:�� - \ ••.F 15. \ \ \ I \ \ \\ � ? :n o co \ \ \ ( , \ .\ ' I n � \ a L 1 l \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ \. \ I - \ \ \ \ \ \ ' U x - \ \. \ � \ \ \' \ ' \ \ \ , \ 11 \ \ Q II \ I \ \ \ a 9 \_ \ \ I FF� ■1 0. I \\ ``\ \ \ �I� \ \ '\I \'' ' 5, \'FF \ T/a0 \ I \' \ \\ \, 1 1 • • H - 0 F. \46 G \' \ ' I ..\ . o \ _ \ \ \ `.O' , E. 15 I(o \ I = \ \ F .1 51. 8 . P .. .. 1 \\ -F . 1 „ i \ `•.\ ��\ 5 I I o \ \ o B• 2 3, a Vim cp' 5 , O F 2. o I a \ 9 \ I I 3 : , ‘., . , . 1 , 1 r �E t \ \ \ , \ \\ \ \ \ \\ le c)1 ........ ...... ........ � h I i i �'® � �ii ■ ' . iii ® � � \ \� \ =a- \ ; \ H cl. , 1111111112111111111111 III N u ���' , mum \-■■ Ois s ue \ A. . ii RECIi ERE 1 -i;i I ��pp//�� 1 - „_ ir 8 92.50 I '' ! ' \ S •: ;' , � C4 It i — �i.'a –�i. o , . t -- —� ■ \ w ise - i MO K, 59.0 \ _ � , 3 S� i CRUS DIED. -,..e< r 0 :i a /— �� I - '. \ JI Nominal, v■ // / I V � a •yam E C C. Inon_&,_ 1 , , \ A 1�i 108., I ti -I \■ \ 1 ► ^ t 0 u.ssa�s � mu , - C f 3 ,0 \ \ \ \, \ it 1, 3coo \\ -- - -- (� (k (..),: ' , va 1 //./ /..//,/, ,/,‘,.,,, ,, , / ��ya s al:� =per — ii /� h j ice ., \ , • : 1 t ix o �iSl / \ / / / / \ — J 1 ”. / • \ /\ /, , /1////,/,/ __ // !i 5 80 4 ' \/ / %/ ' � 1 .1 \ ► i 1 , o s �, N NO ////' III i /// 7 U / / /°, \/ // e / / 3 x / , , / I 1 T O I ± 7 : : :\ 6 / / \ o F/ -og / / / / i 5 /. Z // i� \\ '\ ' \ 2 6 3 F- 5:7 / / / // j % / / _ / ,/ I / �,__� / / . ., � � \ i '' / \/ ,,, 0-.1. 3,1'.°5 i / / � / / FtR STAFF 1�EPoRT • / j / r� C oef 24, 1995 _ / ' /;� / o x .• \ � \ \ � j / /A � 4 Date SETT: _ , ti . �: t I / / / /. E , L/' / Co v. B, Gc. "� a Mill , '-----= '• ;Sr • Imo',' / // ITSPIK • - �•� . • ••• iii• �i r i' �, f .• • •• t ,C044,44.4 or • ©, • l/ ....„ r �i t• Noss I -- - S- ez °JS' - _ Job No. . / . — �tl E• 210. $f a t = CITY OF m.° a Sheet Of NT ' ±r __ — I I PERMIT RECEIVED R V o - - -� - 4. 85 OT 4�' w IB.o 'C EC E'_ iG.l 1NNt -----,„,...,/ e. a8` s a za E. 21g.s7' • \ i 1 \ \ \ _ l ` . i ' ` ID8„ � MFSA4 FEUGG X40 „ 28.00' Si ' \ \ \ � /3Q , 30 .07 � ill 1 8� _ ` ��� � \ `1� ��� LEGAL DESCRIPTION • \ \ \ \ \ \ � _/ _ T - - _ _ _ - - - - - ! 85 � � \ � � �, THAT PORTION a TRACTS YY AND 23, 13/10010/ALE ®A•�oEw TRACTS. \ - '/.? _ --- - - ` \ ` ` �\� III - N ACCORDING TO THE PLAT RECORDED W V«.YYE 90 a PLATS. PAS ® • a7, w 10110 COUNTY, WASHwOTON, IJESCRWLO AS FOLLOWS \ \ � .... \ - 1 O � p � ,, TRACT 23, 011101 IS : � I \ \ � F• - p :-:,. y\ \ \ � \ ``® - � .��•r_0_A_`"`�"`\ � , , v = BEOINFIWO AT A POINT pi 711E NORM LWE OP SAID N I ` \ ,/? - .. \ ` ' 3. ` 141- :n ?„ ^ � . : T c � Y. \�:. ® a •' I N Y20 lFYf EAST OP 711E NORTHWEST CORNEA Of tAD TRACT Y3: THENCE EAST. ` � ` _ _ _ ` /4-0010 SAW NORM WiE ♦FEET 70 A PgNT b.YCN K 226 IFFY EAST Of ��' iilE W7ER9EC110N Qi THE SOUM lWE Oi .0 TRACT 22 lRM TNT EASTERLY yq atn. � � � \ YORE OR LESS r0 LOK� U � 9WfT�1A0°•YML•gF NWT AF1fXE4� FEET VJ 'y � /Z y 6 y _ _ � � � \ \ � _ _ - \` 1 4 2 ►__ � kk.NL,N.\ \- `__r�_r��` � ,�� ' �• I ma Easr uoNC sAw tn+E b Yuoa F7:Er ewRE aL I�ss Ta w+E /T � �M ` ` J ANUARY S. IY7R UNDER AUDITOR'S FOE NO. 7YOIOf012R MENCE SOUM p� -/ / I �� - - ♦ �� ♦ , `�`�`` ,' • I • C' OF S�IUD AORFEYElIT; TIENCE SWM 070 EAST ALOHO SAW IINE • C" E•14 8 \ O 0 _ - - \ \ ` TO NORTW3lY RIOI iT -OF -WAY YAROW OF STATE HIOIM AY NO. i. AS CONVEYED • O _ ���� '' _ • • TO MESTATE OF WASWMOTON BY D® REC011DED UNDER AUDITOR'S i7LE NO. � h � -- - ' I�I!IAI MINI ` \ \ i 140 \ `��`__�_"_�__�i %�`` _ � �. b410008. REcO�s ai SAW COUNTY: TFIE)ICE 11ETIEALY ALANG SAID RICHr- �' ® __ I _ . 0 OF -4YAY YAROW TO A POWT SOUM OF 71LE POWT aF BEOWWNC, THENCE ' • � „. \ , , , 4 N ORM m THE POINT OF awNNWO. c „, O - � \ --- - N `` I II � _ I t IIIIIII `\ �\ \ \ \ '. ``��� ?A% YARGe.� d` 1 - 0222 7 _ v co C�! \\--"- \ ` ` !III I� \\ 11211 \ \ \ \ '' I /+ .� L , . r • }.��, LM ® � m \ t I \ \ \`' �� 1 tie •ICrss i \ � 9 .� , mi Win 3 oD \ Y ` \. \ \ ! vs, a � ii. ' . w� +.`�i i ��1 E l L F �a�`.. � u. A 7 Q� Do \ R 11 �YL� \ \ _ y \ I ♦ \ ` 1 Ikki,441 V', �Cr ►Ia ��'� - ���'tlwvA .�lA� . S� Q. • \ f \ ` � Ro.,F 77.50 ROOF \ 17750 i .+ 1 �� t \ - - ` B 50?. Off. 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I =y i - 3 1— I 1 9 1trn,, 1 �� �/ '1 / �� ' ' f/ /� �1 ' �� inns —� ' j, �! / / i — $--'j {tea r� I _ J . j AA, I rv L 1 I ! M . , .. L _ ._____.........,.....4 —,1 1, I 1 i 1 I I 1 I 2x os @ J ' o / �}. `` -1 ++ -�I I ' - • it j $ I J " tJ LESS rJ DYED 01,-102,05E �^-� �' : d� ,r mj':, � �/ 1 .� 4 I � 1 ,_ �� M 1 i ll I � / 1 x 4„ 3 ,CR I I:C 44 ri r ••n U a 2xiOF' _� , ct�F y li 1 1 � 1,7;':::i 1,7;':::i l �i _ ( 1 7 `v UNLESS NLTE� G'aE7:rJ.�E 3.kt �: 1 / 7 - if, Q is 1 ! �- I mo.: . '! J q . , I n - r7 I 0 I 1 - � stiE c wh L 11 ' - 11 H1 • • „ I I E �-,' I it Jw�. S >ia to I. L: , ' , �- / / , I/ /,,/ /I n / / /II 1 j❑ / n 4 ;---- I I) _ J ) — � $ 1 1 LEVEL 5 C J .i ^ I I / • - C `) Date r{ / 3o, ,R+ ':J, LEVEL 3 ow--f Y - ' L a � . J II — � r ._ _I - Il d- II ' 1 t v [� \` �r= —� \ • �_ L I-3-- 1 40 \ _ 1-1--,-F., FLOa z R a 2 F I i '2- 2x,2 -- - - -- - --- - -- - -_._. —. N ¥i M, 46 aT Level RAM:rl6 AT LEVEL S - .. RECEIVEDFEB 0 7 1996 r ,r r ,Job No. R 4Olo- - , i UI Ll %j C7 F LOD `T2 AM i & TL J J;ti F ICS i� &' _. L t T n- I " Sheet O .. iF�F COMPL: G LiNF':: f6a35] - . - . _ , PLYWOOD, 1 SIDE 6 MST37 /5 $o vF requirements. RL NAILS COLUMN & FOOTING SCHEDULE STRUCTURAL NOTES �® Excavation Monitoring DBL. STUDS I excavation, e r c n n Govemin Code: Uniform Building Code, 1991 Edition I Prior to commencing e vation, ecolmend making . an extensive STAGGER SHEATHING NAILI I g photographic and visual survey of the project vicinity, This A L1'ERtJATE SIMPSON MST3l FL. LEVEL LOCATION documents the condition of buildings, pavements, and utilities r LOCATION ANCHOR ONISIDE " I 1. Design Loads the imm.>diate vicinity of the site in order to avoid, and protact the owner on from, r unsubstantiated claims from surrounding property k } 13 -I6d COM. NAILS D2,D3,D8 D4,07 E3,E8 E4,E5 H5,H6 H4,H7 12. THRU Apt Floors 40 PSF owners. - D9 E9 E6,E7 H8,H9 I9 > Additionally, the excavation slopes should be monitored during Recreation Area 100 ,SF construction to detect soil movements. To monitor their performance, 11 , EIRSTFL.00R Stairways 100P$F we recommend establishing a series of survey reference points to II (E5 @E6) Corridors I00 PSF r ,� 3 measure the horizontal deflections of the slopes. Control points �.. ' - - Park Level 50 PSI' or 2,000 Lb. Concentrated load �'J �' should be established at a distance well away from the walls and COL. SIZE 14 "0 12 "O I2 "0 l2 "0 b slopes , and any deflections from the reference points should be VERT.REMF. 4 -- 4 - fr7 4 - #7 4 -- 1 Snow 25YSF )13 -le, Gor- ct 1. @ - Cd G - Basic Wind Speed 80 MPH Exposure B '.� measured throughout construction by survey methods. We suggest TIES #3 12 #3/ 12" lt3 @I2" tR3 /U 1 2" taking the readings t lea t nce a week until it is established that the are no deflections. RECREATION LEVEL I 1. Equiv Fluid Pressure 35 LBS /C'F +- 100 PSF 11 o sd oM. -- SelsmlcZone3 o ( COL. SIZE 12 "0 12 "0 12':X12" 16 0 ( Q " . >'P r ..- d J` _ -..- ' _ - _ VERT. REINF. - 448 ___ 4 -4-48 4 -- 4 - 2. ® u r `' TIES 3 @tz^ #3 @12" #3 @12•' -- #3 @I2 A. esign o foundation is based on the Gethil Engineering Study u c 8 1 I FLOOR TIE DETAIL PARKING GARAGE kz I I performed byGeoTechConsult antsdatedMay13,1994,report number ® o5 1 I J JN94076 All construction to be made in accordance with this report and " A < fA N.T.S. 'I d i P (� • ' - - - - - -. COL. SIZE -- - -- 12••X12" 12 "X12" 12"0 12••0 hereby made a part Of the CORStIUChOTt S� L E E:+7A -} -: , - 1 VERT. REMF. - - 4 - #7 4 4 4 - #8 - -- �1 RE7o rtTS �arED NOV, 14,199¢ Aaa J7EC. 22,.'45 I,r � ( 1 TIES - - #3 @12' #3 @12" 1 13 @12" # 3' 1 2" - -- II B. All footings shall bear on original Finn undisturbed native soil. ,9 "q ` PARKING GARAGE #1 a ' %"P�T'N'000 SEE STAGGER �' /WOOv C. Prior to construction, the adequacy of all foundation soils, shall be verified o WALL sc11r,' M11 �AIL,4� I b a soils en ineer. Unsuitable material, includin> debris, ve etation, ' o d con • - -_ "oc. d coM. • I6^ no - FOOTINGS y g b e vi O I �a sT�os ' O I e xistin fill, or anic matter or deleterious materials shall be removed from N �� , "� s, "" zA I g g h 9 ) D. F,' i I V 4TH FLR Or =tir , 1 ` 4TH FLR ' '� /8 R� WoOD .SR '! /g" M. B.'S(TY..) SIZE 6' -6 "$Q. 7' -6 "$Q. 6' -6 "$Q. 8' -0 "$Q. 7 - B ' $Q 6 ' -6 " SQ. 8 - o SQ. I all area which support foundations, floor slabs, sidewalks, driveways and - _ _ ._ _ - � .6., C T-17 . ) DEPTH 16" l8" 16" 19" . 17" 16" H 11 1 parking areas '.:�'' o � - SIMPSON F105, ,1n_ ow.l grade. Allowable soil bearing pr I I - RE[NF. (E.W.) 8 7 - #6 8 6 6 - #6 8 6-# 7 z; con.. •c: o.c. - ) - - ,a con. • Im• oc. U Mr ��� _ D. Exterior footings shall extend to pressure sur = 3,000 depth of 18" below finish C o f essure = 3,000 PSI'. W Q a cN � .."41 �I 1 /_�1� ��''I i SHEAR WALL SCHEDULE - BUILDING A � 1 1 <I �A o��j 11 1 3. Concrete: ij �' - II SHEAR LEVEL SHEATHING WALL NAIL - TIE DOWN/ ANCHOR Concrete shall have ultimate 28 day strength as follows: ' SPACING : DET. BOLTS 1 Slab on grade - F'c - 2,000 PSI • _ _A il d con. •a oc [o , 14" and 12" Round Columns - Fe = 4,000 PSI con • ' • oc. - - 4 h A ROOF TO 2ND I/2 PLYWOOD, I SIDE 6" 5/8 " " @ 48 All i�d c . 1 o. c. - 1 F e = 3,000 PSI ( \i 2N0 TO IST 8" CONCRETE WALL All other concrete - 3RD FLR 3RD FLR _ I 1 T ii _ APO ST- IE^I S,o 4 SLAB - F - X000 PST �! - - ® R = °L - = -= - All concrete � /e" Y,Ixr..ven -Ron B ROOF TO 2ND 5 "G WB, 2 SIDESUNBLK'D, 4 exposed to weather shall be air - entrained with an air - entraining agent 1r T _ �, n "IO eoLOCKINa , , _ - !I 2N0 TQ 1ST I/2 PLYWOOD, 1 SIDE 5 - 5 /s" @ as" conforming to U.B.C. Standard 26 -9. The amount shall be 5% by volume for 3/4" `•� � d co . 7 oc . - , , L-- ud cn • oc a O nPO d i.11,84 Iiolvowd j max. aggregate size. .. 10 -n s m.c III ` j H c ROOF TO 3RD 5/8" GWB 2 SIDES, UNBLK'D 4 Moir � 30D T_ 2ND I/2' PLYWOOD, 1 SIDE 5 I 1. Reinforcing Steel: ���. _ ► �11 k - -� 1 - 2ND TO 1ST 1/2 PLYWOOD, 1 SIDE 4 5!s' id 4x" 11 ASTM A615, No. 4 bars and larger to be grade 60; No. 3 bars to be grade 40. La � � < f )� � !' v s o. sru as to ( <\ I - - P. i l� 1,1111101: I, PLYWOOD - SEE E r- Tiro @c �) O.F. I I bars 30 diameters Min. Reinforcing shall be continuous around all corners a nd I D ROOF TO 3RD 1/2' PLYWOOD, I SIDE 6 514 WALL $cH. , ,I I� intersections. �,. n E $ e 3RD TO 2ND t/2 PLYWOOD 1 SIDE 5 . 1 2ND TO 1ST 1/ PLYWOOD 1 SIDE 4 5/8 ^ T 2 ' " @ 48" Ii iii - - I ` J NEAR WALL I I E �ETAI L 4 A 5. Reinforcing Steel Embedment ,7 r5'-' . con. • oH - - 1,c con . - oc Footu ) "s 3' - SCALE I" = I , 0 ' E ROOF T02ND 12 PLYWOOD 1 SIDE 6 £ / {r. 2ND 7'O 1ST 1/2 PLYWOOD, I SIDE 5 5 /8^ 48° ' Wall earthface 1 - /2" .� ' J • 1Nl�a , L._ IND PLR L� �'� ®® -- I S T A G G ER SHE ATHING F. ROOFTO3RD 1/2" PLYWOOD, I SIDE 6 11 i Columns and Beams 1 -112" 1r I.- NA IL NG N D T O IST 1 2 "P LYWOOD (SIDE 5 5/ @ 8 Walls exposedto weather t -i /2" a �� :x con. _ oc -;. d con. a ra o.c. -- I 3 ad . Ie° oc. DDBL. 5 M L.F. @ 1 2 IDE 91% 8.. 4 „ Walls inside face 3/4" r = y < / SIMPS HDIOAHOL -- wAr's ,_' J. 11,•••s ,/c/..1 I ( ¢)l /,y B . e G ROOF TO 2ND 1/2" PLYWOOD, I SIDE 6 SEE DET.6 , I 97 DoDO. 6 Wood Framing: ►�i lift,' -- 2ND TO 1ST 12 PLYWOOD, 1 SIDE 3 HDSA/1 5 - 5; 8" @3,z, I' / /jd/ 1 '� ®i �. ! I A. Schedule of lumber grading (WCLIB Book 16): ''may, /8" ANCHOR BOLT . I/2" � 2 x 12 Roof Joists Hem -Fir No. 2, Kiln Dried (Fb = 1,000 PSI) . al. III" PLTUTA7D - SEE 1 ,� ! i I J A , L pEy•/oort 'HALL I ' 1 1 H ROOF TO 2ND SH. WALL SCHEDULE. 'FAME, To T nn ?LATE 'El 2ND T2 1ST 1/2" PLYWOOD, 1 SIDE 3 HD8A/2 2 -5/8" @ 48 "t Floor Joists-Spans = 15'+ D.F. #2 (Fb = 1,250 PSI) `, `I'P ` Au Loc.:v.4s) - Other Joists Flcm -fir #2 (Fb = 1,000 PSI) E am 1 ROOF 1 1'0 3RD I/2 PLYWOOD, 1 SIDE 6 SEE DET. 6 SEE VET, Co ` k 1 S_ HEAR SHEAR WALL I 3RD TO 2ND 1/2" PLYWOOD, I SIDE 3 II Beams (4 , " wide) D.F. 112 (Fb = 1,250 PSI) T SHEAR WALL SHEAR WALL _ I 2 ND TO IST 2 "PLYWOOD 5 Beams (6" wide) D.F. #1 (Fb =1,300 PSI) �� p � M ; 1 / ( K I 1 Pos and Columns D.F. #1 CON ty )?,CTIC'NS WALL CONNECTIONS WALL � i 1 �� 1 ROOF TO 3RD 1 /2 "PI.YWOOD,ISIDE 6 MST37/5 $aids Hem -Fir (Stud Grade 'C S CilOTE: USE SAME /JAILIAU4 AT SW. u/4, L 3E c) 1 11 3RD TO 2ND 1/2" PLYWOOD 1 SIDE 3 HD8A/4 1 ) " 1 L� Pl ates and Blockin C n - - b D. F. (Utility Grade or Better) L w a S '`E _� pl E_ aT A - 1.5 r OR , �� I� O N A % E I A I L -- Q - '� TO 1ST 112" PLYWOOD, 2 SIDES s HDIOA/3 I2 5/8 @a8 "f i B. GM-Lam D.F. #2 O 0 0 G. -- G 2ND 1 "F 0 3 / ` GM-Lam Beams - Douglas Fir Coast Region - Industrial Appearance Grade - 3C 0 o DBL STUDS t TIE —DOWN DETAIL !I per WCLA Rules comb 24F V4, Fb 2,400 PSI r U 3 ER SHEATHING 1 SHEAR WALL SCHEDULE- BUILDING B l ( O i 0 -, s ,. SIMPSON HD1OA I C. Preservative Pressure -treat all wood' w contact with concrete. t-- ( l 11 _ 51MPSON M5T65 FL -I /am ± RooF. Sr.a l,.. In" ,I _m I 1 v F- - ANCHOR oN f SIDES I . � / I SHEAR LEVE: SHEATHING NAIL TIE DOWN / ANCHOR ie -/6,1 caM. NAILS • - -- WnLt SPACING DLi. BOLTS 1. ; D. Provide solid blocking at all joists at supports and under stud Walls Winning < I1 opposite to direction of joists. Double joists under all parallel partitions. ' a II II / 5T ER 51-EATO G I f, II ,/ / _ NAILING K ROOF'f04TH 5 /8 "GW 2SIDES, UNBLK'D 7 II I S- < C2 1 1 I / / - 4THTO 3RD 12" PLYWOOD, I SIDE 6 E / D BL. STUD 3RD TO 2ND 1 /2" PLYWOOD, I SIDE 5 I E. B1tS unless otherwise t noted. Solid d blOCkin h11 in studs a be provided tlll'tt' � p.�1/ E .� slMPSON HDSA HOLD fi 2ND TO 1ST 12" PLYWOOD, I SIDE 4 5/8" @ 48" 1 pO g P - 3/ v5" MJ3. s . pp to suorts below . '-- a � / j DOU.N F--� M . I ''/ a ALTERNATE Loc.cn0 - IS - I6d.coM. NAILS I II - I F. Unless otherwise noted nailing shall be per U.B.C. Table 25 -Q. a J i � •• • !I� ® - l /9^ ANCHOR BOLT 4TH TO 3RD SEE NOTE 5 !I L ROOF TO 4TH 2HR WALL 3RD To 2ND G. Roof and Floor Slieathin _ - _ - 2ND TO IST 5/8' @ 48" 1 K I �� � `' 3 RD I a'f I Roof sheathing to be APA RATED SHEATHING, span rated 24/0, 1/2" Q �+ =�I 1� _ i M ROOF TO 4TH t /2 PLYWOOD, 1 SIDE 6 MST37 /5 thick, exposure 1 -. Floor sheathing shall be APA RATED SHEATHING, 1 I , FLOOR TIE DETAIL 1 �I y II 4THTO3RD t /2 "PLYWOOD (SIDE 3 -1/2 MST /8 span rated 32/I6, combined sub 3RD TO 2ND L /2" PLYWOOD, 2 SIDES 5 HD8A/4a 1 lloor wnderlayment. Roof and floor 1 �% - i l ; / ;1 4 io 2ND TO 1ST I /2" PLYWOOD, 2 SIDES 4 HD 14A/7 6 -.5/8" @ 24" 1 sheathing unless otherwise noted on plan shall be laid up with long side ' � j perpendicular to supports and continuous over two or more spans, nailed N 7 R ooF To 3R° V2" t'K'Oo], 1 sive .5 M5 - 3 7 / 5 l -' with 8d nails at 6" O.C. to framed pang ed es mid over stud wa and at %I LI 3 °' To 2 ac '! 1' WDn I S 2 I/2 8157 I3,!8 P t 1 2" O.C. (i0" O.C. at floor) to intermediate supports. Provide solid . a 7. I - 2`!p TO 1 s`. I /2' PLY WooD 2 5IVE5 4` 1 4 D 10A /3 4- 1 I ! I blocking at line of support at floors. _ _ i JAN. 5, IS?, SHEAR WALL NOTES ! Apply A P.A. approved adhesive to all joist top flanges prior to nailing / 1 TIE—DOWN D ETAIL I plywood for all spans exceeding 14 feet. � �'! / / _ / � , / �� l �1 5 Pn T' TTT�11 R I. SHEAR WALLS: f I u 0 - _�'' .Ci' x-11 •I7— SHEAR WALLS ARE SHOWN IU n OWN TIS: • i SEE SHEET 1 7 , WELDING i / STAGGER SHEA IHIr L, i ��I � - ) 2 Scale: I I/2" •I -m• FOR LOCATION. 5-2 *5-3 1111 Welding shall be In conformance with A.I.S.C. standards NAILING /�� ` / / az shall be reformed b W.A.B.O. certified welders using >.D, 1 ?95 E . II ' -- , I' ' ! .�n!�� _ _ 2. PLYWOOD: d P Y Date tla V, 4,0 �, I 1 , STAGGER SHEATHING A L•70XX Electrodes. Only prequalified welds (as defined by A.W.S.) SIMPSON HD HA HOLD ( / I II SA ME IJA. � iJG AS NA ) SHEATHING SHALL BE C -Dx GRADE PLYWOOU OR OSB W/ shall be used. (-{J I " MB.'e 1 I- SH , W ALL I �7 7 T.; SPAN RATING 24/0 DBL. STUDS DOaN �' B ) PROVIDE BLOCKING AT ALL HORIZON FAL. JOINTS (ALL 1 Welding of grade 60 reinforcing en Electrodes. Welding bars (if required) shall be P:JG HOLD ( y drogcroes. eldin of grade 40 '' -- SIMPSON HDSA . -� - �• / DDO. DO. 3/4" M J3.'e EDGES TO BE BACKED H B performed using low H RI FRAMING) 9 i - - - within 4" f ld I " ANCHOR BOLT /' /� /' C) NAILS TO BE Bd SMOOTH BRIGHT COMAT0 OR bars shall be performed using E70XX electrodes. Welding - L �I ( 3 GALVANIZED Box n o co bends in reinforcing steel is not permitte - A. �,� y BOLT D) NAIL SPACING TO BE AS SHOWN AT ALL EDGES AND 12" 8. SPECIAL INSPECTION ® i r! I'� I - • — 3/4" • CHOR O.C. AT INTERIOR STUDS:` •' -` - GYPSUM WALLBOARD: 3 ,y , ' /II %I /S7 - I,, Special Inspection conforming to Sect. 306, U.B.C. l ff ffll�I ,�A . ARD: shall be provided by the owner for the following: - :1 __ A) MIN. NAIL SIZE FOR 5/8" GYPSUM WALLBOARD TO BE 6d i ll 4 A. Concrete for f' greater then 2500 P.S.I. . ' 1 m COOLER NAILS. I 4 - G '. I 'I ) NA B. Reinforcing Steel ' B IL SPACING SHOWN APPLIES AT ALL STUDS, T'OP AND 1._f________. - 'fie n 8 `. 32 . Li/r. 1 n- BOTTOM PLATES AND BLOCKING. C. Prestressing Steel Tendons OF-117 709 TE.I.SIO.J CO NE. SLAP. 1 - } ` 4 Job No. 4 O6 • 4. PROVIDE TIE -DOWNS AT EACII END OF SHEAR WALLS WHERE SI IOWN - - _ - M SCHEDULES. 0 0 I RECEIVED FEB 0 7 1996 Sheet Of _ TIE—DOWN DETAIL() TAIL ' 5 NAILING FOR 2 -PLY CONSTRUCTION (2 -HOUR WALLS): 5/8" GWB BASE F' • TIE —DOWN DETAIL T V O _(4, ` - 5 /-/ WALL y O �( PLY -6d COOLER NAILS FACE PLY -8d COOLER `' SIMPSON HD14A (51M. @SHE WALL " G" EXCE 2 57 R I ES) SIMPSO _HDSA NnILS @'" ?.c „II dos il 4, 4" T@ I SEE�.T. DWGS ��It �, - ; 1� °i — xtlolj_ ' LAS IS MI v. !. -z'o ^ � — 1'2r5o � �r, ,- � '2� Ii ® i — —� i 1 xti ... ______ — � _ - IN 15N RaDE IAS ac• (8.2 , , 1 � . - � � 7, ' � �� ls' -{ . i �� LOSt o2 n ? I 1 / I SLa:a" °° '1° 'a . S /� ' ccEAR _ b 4 2 I �ivz' � 3 -o 8 , r _ 8 - 4 S 7 � 8 8 3�. i 4 1' ! rc ,, 24" ( u 5 @9 ,<- �- k - �a , ' ,J I 4 � - -- F i rok. 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I -..- Y_ L R :F. 4 V Q p p -', ,^ C aR ,SKID _ Sy -G FMK / A: JqY 9 4,-=f,'" 4 C" I'L FROM Gw'D A d Go,, G. L4NDI N4 1 To I I, L - 4 ' I'L" -� y D D' SO o f , A �': ' 'vr ire G_FJ,Y : ��. T:EC: `7, 1995 4 __ ■ w , P II { PARx hlC Ga,�as _p I l I' : , J ' ". .,, fA..K!:a: � II 159. {yG.a . _ ..: ,r r.. ,� ,..: =, ;�Y• _ - -_ '. `PFfL F 199 as. I y ..: n : I - I I l -f'cT. 4 ,,,.1c I 'r:1. - C ?y M ' - ' ,, I - 1- g � _ II 4L12 � "- - . -' AL I.n cc M.Ea . l � 1- _r— __ —_:_-- _ � _- l � ....1.0. .,.....,;029,, � ..:, I I I � - .. c-.. . - -. ,. I '. (JJ.ICAT1 �. 0 1 I z rrE. a I �� rr L 1 T I� DftA,u '*I'LET1P._� ra 12' 2 4 4 �o`F --_ � \ __ �: sI ,_ ...., _. cIY�:S.G IO �' e a -'- , : , : (c r 1 I ' l • '.; ,, •` < - G:Wf:,. °1r . '. �. ,. � $ .. . '.': '. :': �_� ^_ - , �'_ ,. " � ,- � • • - - - - -. � a_ —L r, - AI IrIG �. A�.r. • i I ., .. -:a. � Q f.A.a ,: q I .., T T —i. , � —' . -y —. EI Iv ,Ll� I I I 4 P: V. G N..T CA ..TO 18 . .. li:. '. .: ' .. 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I Isaa�a � PE 0 X I a 1>- z -, m load, be slt STRUCTURAL NOTES E ❑R POST- TENSID EB SLAB POST — TENSIONING CONCRETE rGENERAL A.L DETAILS and notes on n�s sheets E ,ades P NSN ET: m, ntegrty of 1 DESIGN AND C❑NSTRUCiI❑N shop be In accordance with ACI Codes specifically iss -e Cuns, , tl lio apply ia ai i not 1. p❑ST rO - el '/e I ❑ wr a ❑N nd stressing Tendon place shalt be special , arc 301 - 7c, Revised i975 . All -ally shover noted shall m lur ail , shn de o for s r, ;lar nspected. All prestr ng design, mater ent its ;l and and re t cat'ors e 8 concrete s hall deVe the s c fled uo e ,ve streri tk, J J T PIC conditions. Ai'. wark ono car construct., ri t det shall :cr ;pl va±I wn al! constructlun shall r_onfo rn to ACI Standard ,(318 83) and UBL, P pE P 9 :f ) wittssn days Alt concrete shalt be stone aggregate b,ie bidding :odes, regal otioris ord safety r 1991 edlt�orr, as amended'by'local building author O' O f�CD shown or noted oth 3/4° r,arlm, aggr egc t o zE (ASTM No t -677 with a maulmum Ix IX P❑ST T ❑ NING QUALITY: Po tens'oriln tendon= s be slum of 1/2 ", 5E 8. hrlow a a O . DI CREPAfJCiE_; ' _e C uc ..,r. shall ,n form tk E Erg .n 9 Q Q stress releved pr low reloxat'on strand ant shall conform N upplica writing. d rinq _ 'a�dCJ ng period o cry d Gc unuEG or' I N „ Ef?TS• See arck :itectur t and meCl'lan ;rul i.9raw.ngs f saes �. j .. cm _suns ,c.ted or: the drax',ngs or ^, the speL .f.cate�s or ,n,__ orgy to the fotlow�ng; and o[etiuns of holes, C e:es, regrets: washer's, hosts, O O W ' variations needed .n order dEr to cnf orm t co 1e5, rotes nn l C retches, , cups, Etc. ;eE struct_rral d' uw,ngs For emb edded egu I loon reCE pt of uc ;n +o motion, tr e HE ell Seven Wlr °e Strand ASTM Des gnat�on A416 ' end wr t ins tructlons to c�nrer eu. Ar, such dscr epa ^r_y 2° Diameter Tendon Area 613 Sq Ir,.' s, and aticl, ors ,9.,,,,e- n concrete. w .. or. =s-orr or ar ton nn t r epos ted alt by the r pspor 'b,l ty cf Ultimate Strength t'fpu) 270 :sl; N N •Q AUti] TURES shall be subr :tt. =d to t;he Englnae it a for on approval rete er p _iniractor, and wor shat be e r irf =Ed :n a morner as Temporary Stress to Overcome Fra_ton 216 ks _ „ P S Gpl ism chnlurldes shah nit be p the G rm tte d n y cc d - ectEd k_:Y the Eng,neer s e Anchor ng tress 189 kS ' 0 t ctive Uesi Stress ) t'o;w rela o?s 9 o Z 3 SHORING it shalt be the Coritroctor's scie re : .dility. to Tendo Cover ( Per UBC 1991? ifse• Inter i or Spa n Tep n 1 15 k 4 ❑ N: AU crete e <cept Stabs o n Gra :_Ie ,oil Prc.ve G, design and provide adequate shn_ring k roc ormwor 4, e c.. as .Bottom 1” or 0: z A Eff +' Special INSPECTI I nspFrt ;on. onc Concrete for columns shall be sk ploc at r`egared for the protector of life and pr op-r doing �onstru End' SpansFutton 2 2 5 n n W s aasr hours before stab once ete placed. 4 ct;on. Post -tensioned staks may =air °y P r:rr Dads egu'r�alent g Q zs, iris r ed rC.ns?d Icnels user rg red Inads ;rclr,d? ND NS ,bnded tr uJ b encas spge 5 C C 7 YiN si P . ❑ SUCNT Lccat' ere to be d tc: En 'Weer ofshorng pat-titian pnlyEthvlene plastic tubing r p P P a of .t! r Lt- ace :at i me st TE E] U w P PP 9 s8 p a able of rev_ntne the fu approval TRTION J ❑I ui Z x �� urri un� otl r i �.' f sho r W �. = z^J � to their - l T"r` cst shall o u e a rab l e ed wa n er l, ru �, a 4.. :. ereti :at on uf..icemen.., : :. a te: :and wh,ch w tl c n .. . U .. ru ,nh,b tin r ease: c oat n Tear. s .n th _ hearh rn 6 FIRE EfJDJRAN r UESIuN sk u k e ri accbrdarce w th IJ,B.C. 1_�l : :- 4...... � H R R. H. ht tar. 1 r gal. ,,to a.Mecrrari�al : :. ❑T E T ADt�, See c, E_ r a , E eu c 9 9 9 e r w,n s fcr e ar.d Uo a „ion of e t ,, c oot and oth r e . than4 .n I_n th � hati be repaired: 3 hour 'areo se aration u ar,_ter' s {ab�. 1 9 9 : r 1. .. :... 1 � .r deft' r , .v ie w,n A.l , „.. 1 1 r..: � ennq� a dl ". deT_ I �: i ot .. : err r o n . tr �e - i :. , 1 :l � .. P _ g� 7 N T> AND P P � a C❑ DUI _ L I E embeded w,tk n the stab (bth- r n r h �r : + 4. H❑P LIRAWING� Su er shalt submit _hu drawin show n a i t o_e :: ' m n i n . .... r r. v r ti J..wrtr:. .ki r. h... . rr u di e s o _ a e to b_ ck Eked u d E _ - e a r ec _ a ?P : � _ I mer el ass throe nr sha11 r, _at sf the follow n r l P 9 9 Y, 9 � ter_n la oat dead a n d a st s in end t t n n , 1 r : ,, es oca o s, a d I r. dr:awrn s ee t'6' CGCi ' E cke ' Y 9 1 o, Tri hat b r e � � no I ar _ r Char ' bne th,rcl the: ov roll : e 1 oats w th details neces fior 1 Gr l a PP Y _ I t o the( � in which they are E m� ceded. y _ c a , r 1 ors : :�a at. n for " :tl re En Weer s:o rova, 1 : � I IfvsPLCTI ❑IJ� An ni ect _. i , s a be n 1 _ r.l : ;rrPt closer:: thanl•trlree , i : ,r 1 r n ' t , a ,n. ,.r nt r : e u ed c the _old,: [uUes ucc br a de e s o q Y 1 9 l g. P , II I, 1 , 1 u:ameter,:s or wid -, _ on center: At eCe tri- 'lilr r I ca oo �� or S TaND ❑N PLA, T Car_ shod ke taken thot ,tendone are : I L, thee Io �,�hall k,e dor« k, an r ude mndent nsoeuton � eau h L_. • P Y P 9 Y. o r _ �: _ ca EcV . acv ,-,e id , i Cher des n d os t, ns:. h c es: ed a eas e m n mum _ ac n cannot : b z :: I a :. . r ,,. G . Y e Q C aY.S. , �... :, :.., v : k r :.. �.. ,.:_ r d : t � :,. :,�. _c s 1 _ r o c , ; , 9 P : : _ : � � � - _ sun eyed u s e # _ . ,r c c ea w as E . end i n a 1 � g 1 1 r E ur alt inter sectors, of d,stribut t endon rcu _ a:,u 1 1,: I 1 cons a ri''orf vial iii, ert.orr � _ I - 1 � 1 : 1 � 1 mm mum of two f €E . k,a_ :ond .can est ur. More e than n r 1 �c � :: Dui s :: C ars ,,:: or,su r or t :bars. at, banded:. te ridons I ; , � I 1 1 I _ PP PF I 1 1 1: _ , _ � 1 r s 1n.. {� : : :. rmitt ,.1 rn I ' 1 1 a Er of conduit e ed un e ss a bye' b, _ 1 Y I 1 r; ..- r r _ '''',I. 1 r _ t i:r, r �k a l be s aced r,ot more than 0 = o c ., t c hair ' n roam I r w _ SHOP'. DP.A41ING _::lv lraw,nc � - or_ urd +ur e U:: _cerienr R - - � c engineer I 1 > I Tc _r arc s fo oca .,on of re r ,n t l h l t; e s, ess s ee s a no l :b� 1 1, — e� c attar:, l dr,luwi s.. �r : sha l :.. : 1 . :. 1: .,. :�� :. I.. :. P - C. 9 I' � h I 1 r c, T e sha o. ar s nfcontC:' ther_strentkr + J I P 1 9 Y 9 1 1 , 'II' mo e tha i 1 4 vertica, e,.cE t os ,noted or a r over k the uenerol 'Conti a_t r s P g o 1919 ; 1 1 Y , I <, ,1 1 ;: 1 1 of: construuton.:: I 1 1 ��I s : �F ti: t,. 1 1 1 E c ee ccES� to s rEss n e ds i har be r�a,nta Wed _ ,., r,: 1 I : .....all _nnstruction r5 n r.,:l agr.. _men ...w.tl the In _�t. I 1. . ; , 1 d he a E, not _x ��ea to rust,n or::c Aker , w, s ho n Y R 8 ' 9 I I deterior rlticn 1 1 1 1 .:. 1 1 e) The.. .are of uncoa Ed ,or lv n I r a sec r r t el �. ,END ❑Iv ADJU_TMENT� �li h t:dev,at,cn rn th .n , f t r ' s, e soac o kp _ 1 i I 1 1 1 1 1 1 9 g n�t thnnei than lstandard schedule''7i1 stet P 1 I I s, lw,l l be permitted tied :when r equ red .to cvo:d 1 ; 1 1 1 ncJon 1 1 1 5 as to 1 1_ :: '' s o cr s, rnser,t:_ a u ,, du e s wh k ar: c s ec,fica ora 1 1 1 I I I 1 . L ❑NCPET ” MIX cl IV: ':'WA M T: i � i I I 1 1 1 I t DE G LL L❑ PL7 WI H .HE t❑__❑WING Where lo �z�ons ot..t�ndun5. se_m.,t� rnter._re with- .eackr other, _ 1 ' : 1 :, 11 1 coNLRE�E: _ rP t.GTH. at � r I E 20 days f a s m �'h nt ll'.n rr t� t f <E.INFOR,CEMEN r 1 1 I I 1 o e e don n l k.e : o Ed or a u de 1 o 'n ad he 1 1 1 � ; Y � �rat2r :1 / Lemen:_: r at.o Tu :brl, :,l r�han 0..,5 : :.. � , r:DE .IG J ;BET LING... FA _A i I ❑N_: r LAC E,1ENT A .0 F__ 1 _ 1 1 water reduct,on a ens= ,., k d r r d to , ceASe _lur, fJ � N h11.: .,. :.. w. k. r, 1 I _ ECTi❑ shall be r accu �anu� ACI __de_ a har - 1� :. ”. � :... � �. :,: r : A(�ri,t ._,a tc .r,E en rrelerl for 1 1 r - 1 !. : ENll ❑N ,,.T.. _a,IPJb. Tensiun.ahart.. no . start ur,td c 1,Rder g 9. 18 83) an UBC 191, Ed t,eoc leer !re „i+ �r.__.r�nt _�k at 1 I 1 J _ e E rat e�s thar �n� _ E .. r :u , the ccncr etE pond: 1 Tests ,na.cat : _oncreTe -in Ia�e lnas reached .the 1 1 _ P .,'_ hp new : "c!etnrripJ bdtai S �,ee ting ASTM -3 .TU , aa r :�a P. 1 I _ P 1 : 1 , L. t d o t o y spE :r e d r ^ uJ compress va strength c {'cJ -3,000 ps. + i s'rrall be ;n0i! os pr or tc ate 2g , :' z g- b1� 6b; brace ti0 +_,r #1 and longer bar , e;cep o rt, T_r.sonin shall be done by aukrn under mmedate coati of g Grode 40 for #3 oncJ . s^ , ,aller bor Shop .i ahal1 be g Y a g $ " <E_yF ' . o s � € o a _ r so e er do ned in. this t. e:. o wor Co : M :A N. A N N PR V J.. F :. .e ._ �$ marked a ly anq subrirtted to the Eri r' for review P P Yk aE I E _� ❑ ._�nr u Mzaa .,r es cave b taken . s W .n. e'ct,on and recordin of fun otion i r a rin � - _, P � __ e , H e c ed cJu : s tn m :n,mi�E the amount ,l k r rkrn P a _ _ a _ riuw ver some cr ucl -.iii. , or - t fabr cation . Cr a.ae c0 z b2r a,, r bE k Er 3 _sg e§ I o g uL s,r n r t, h: ry l I _ss o E a on_ T obse , ed eon atron sha. b_ . 1 9 R 9. due to therfnal and shr ika -� trort Win ii I t i o t Eld o, ter: Ice n e �hu� c be on .,e. a cd ��: 9 9 ,, P _ P. i : : _ _r W 1 : . :. . r..�. ",.(+ r�t.. r r. _ i. _ , o_� h ,. or ) 7/. of t is ed:cted exce t ._ a r owed „ . � a I P � _ P PP r t T K r rr i i :, rn r I ,: _ re r� t _t _t ueturc:l. s nif,r_an_ howEVer >< s - : I i. 1 ll 1 , 1 !'1ESe,;c 'crocks y y t 1 ?. � _, _ ,. _ _ 1 , is . -, _ _ 1 F � � � Y a-,. ,c.r er than '().11 S 2, L IN F ❑ all w_, _ tab o r. r.actin s - •' .k_:_ rnC:ieS - houl be re ,air zd.' It .s 1 1: rn . 1 �, no � . , 1 y... : . 1 1 g . : } . oE_r. > a.n�_ n._.. 5 1 :� :, � t tw. : r... r , ..:: .. I :.. : coat nuous ar nurG .o, n ur [cr no kr_rr_ _ r o suet, bq t4 , :. _ _.c e a o..: ea s a e nr,s .r uctl..n.. , ,... n k r = : rJ fJ R � , i b TE D❑ ANLH� .ASE _ha b� r ee __ec ,r. an Two #4 Es e tE_i fie. CenT - anti an f ic crack be :rE a,r ed. er cal' :' :G hoc =nt .k, _ P 1 I � l Yi r nti van k �r� a -bE u o o c o s _o n_ sus J.N D. st ess n �. _ _?: _ � ; _ . ,: _ , 9 ,� : ..r ur hc�uld b� -rt ,ns �P.. the ow s r : .: �y c E: for Epct,r ,.and.. - qn b_ , 1 5 ... r - - =+ � _, „ E�.,maT.ed u, cent er ua_ E : oc �, cr slab ar f r =. AP Al tension r r r r {, _ A 3 r 1 r I P a sr a__ _ LAPS l a e� o s c s, are act c .- .� G t_1 _i8 . _ a� ._ 1 i .. +� P _ 1 t t , tlll Locke � .wit. 'r;on =:hr ",nk rout' ar ter stress n ' 1 �. an d , coin r rss,on s l, ce_ ar c. 3U dram E irr,.ES� nc r I 1 l l 1 P k 1 i otherwise:, :.. 1 : isc 1 1 1 y : POWER DR7`.!EPJ FATE NER'S ow +9r,lted ani ors: "' shirt not be 1 h 1 ll ,Er m,tt:d e «e t as a:, rove, k. th En me r 1 1 1 1 T. It EI ❑ CI C� ua d.. a cpc d 5 _ 1 7 Fi I , , I , , i 1 a 0, M EI C ❑tJ RETE it, anti et_ ,s ced b the um method : 1 Y 1 1 1 , + Uottcm e�. �_Jr 2 c. k :e and d ^iEn,nr ut ' ea k I � ' P g U G '' Y har 5_s_ >hol( bE ov,ded to 1 1 ^ p support the hose The hose sr alt � ♦^ cur ner : _Ee tyF,ca c tail, 1 act br al owed to ride : on the tendons No: er~ce tons to tI 1:1;1 1' _ 1 P 1i 1 ',. ;t wirer ^gent w U -k,e ranted : Z _ _ cul6 - a 9 ' i WELDING. Task wefiliu Of reaar l l, ■i_t _r ri t+ed urnea= d DESIGN CRITERIA CJ for and a o ed by the _ .:. :n_c ,- . .. _ : PP y � a 1L GONCFcTE ❑LIDATI ❑N. Contractor shall take recautones to � = c - . i 1 c,� u �m fete... _ onso an .dns t cat,or ofi c - her'. Building :. lr. ,r r, .t :.: i � w . :, I ::: _.. �: - _. - 1. IMU .EIN ❑R_UG ier e e r h am r ou _ 1 A � - l I n J : .. � ! :' h r I! ' - : t c :. 1 1 , L ❑ D A uud� anti _.tre_se_. _:.,.he i Un,t Or s ,l . G,ng :_C��e: be n a cst zens,un n anchorc e�. P 9 9 Q lr awn 5 , the bu,ld,n Csd .F.e ur cr ; =_nt, rcr ,... -x or ue 1991 ed,t;cn. �, 1 9 r3 q J f_. n r _A shall k nF. r rJ :. ri r r o c efE CI �1b SJ, � a �_ _ e : _ .. to o: p o , : � : ,: _ � ^ - - c.H1 oR,DE_. gout or concrete contalnin chlnr,des shall NLIT g i F1Nr ENu]N�L a fur the v.t 1. r. n,n Ir. Q r e nfor cement P e u g s k,p usedr �b „ ab ee . t_ eer �1 _r rav,t ruder, h for rein, c r: c emellt ef ck, 1 1 7 - , r . ;: +. ;�� „ : , 4 ria __ e uirEd m -he _lak_ ,� _ESr „ ro. r cs r fir .., Fr. vi r -.. r - r rr : :, _. .._ �.. , r. : � _ _ . . . Y q FEBAR- C ❑e�F' o de cones _tE u.r�� :�, rte. _, _r�_mer � - - -t - - - I,J_I Lr nu kab ul b ma be e shored when n tl c �JOnS r : :.: ::, : :. :.. I :, t, cl : , over, o u �c4 � �h� ab, s : f utluw _ ie t.r ,.. r t. c : n. .. r c e bEEn s Ese Lne.s- _.. � , e care t Carr 9 q Y sEe F ENG'INEtRlrlb Calru.c :tlon Pack.. 1 z Z J i” 1 LOncrete LeGOSrteu Ara,rct Earth W 2 Concrete DE ,s:teri Agc:r F: ' rt.r E ;,r.,) LOAD N o Ear h, L EVEL L DEAD LQAD LIVE LOAD * REDUCED • Mcrin RE ntor c ,g ,r EuM :, i 1 1/� _.0 T,ES .n "CO(,mris and T,��l F.ek�ar :r. was CPSF): CPSF) L`I\fE ,LOAD t -1 /`� F:or 1Bur's::ln Globs ui G oUn13 1 I G 105 .�.0 50 ROOF ul;;; 15 25 25 _ 1 L 1 11 3 D �u 4G 24 I ' ' ' II ' 1 I . 1 d1. 1 1 1 fi 140:1 1 - � I 24 i 1 � � @ 1 s 9i 2 1 I 0 L 185 121 , _ : :, : 1 o f 1 :: 1 I 1 I 1 1 1 1 lU0 P�F -@ .,kAIR� & �❑RRTL 1 1 I _' ,: i 1 I I 1 1 _ R F..Fir•E _ /7o . �5o 1 ' . c*,, OF TUKWILA - l: i , : 1n99 JO N 1 1 J 1 > .,�. :,w,r 6 0 95023 it 1i 1 1 _ 1 1 1 r , 1 : I // PE RMIT I 1., , � � : :. : � . :, :, :, 1 � 11 1 r l � X11 1.1 1 �� IN/ P S 1 11 1 I1 1 : ; < I r 1.5H W 1.5H MILD REINFORCEMENT TO BE DISTR IBUTED WITHIN THE L TYPICAL MILD REINF. — T - DIMENSION LINES, A. WAY ' - °— STAGGER, EA. WAY. ���� '' _ i.'� �> _- 1`" i 1 DISTRIBUTED TENDONS /, -�- Q Q (J SPACED AT 6x SLAB '' ,y F !-PASS TOP BARS NEAR CENTER OF COLUMN UNDER DISTRIBUTED THICKNESS 48 "o.c. 1 - p p MAX. (TYPICAL) Z TENDONS & TOP BARS NEAR EDGES OF DROP CAPS OVER DIS- _ — - d n• p / - -, . ` J BAR D d d / L TE TR(BUTED TENDONS AS REQUIRED FOR I" COVER °!/4' TO POST NSIGNING AND REBAR. .� p4 2 Q Q N s ! ! 1 a, BANDED TENDONS -� �� .r - — p6# 6d 1/2" p p > + 6xSLAB THICKNESS TYP.I ��I.�. I ® ##m ® ie s to BANDED TENDONS ABA 1"-5 DISTRIBUTED TENDONS, _ z _._ _ - r =_ 5 PER BUNDLE _ / E ACH SIDE �� a• - L �'.�. " N a '�� MAX. (TYPICAL) P - LJ z .- - =_ .__ _ _- I - =��s 1 , ■ r m F ❑R STIRRUPS & TIES ❑FFSET = a - - - - } M ILD REINF. (TOP), 12' "' Z L -_ - \ a i'�_�'1 M AX. SPACING (TYPICAL) - \jam - o p 75 • 2 g4z6' - 0' EA WAY 1� - = -R8 SUPPORT BARS V i f a 1/2' MAX PENETRATION O i TYPICAL AT DROP CAPS 1 01, 7 F - = ', —_— _ L ND� l A d 7 I. MILD REINF. (TOP), 12' EGF u ld: 01 COLUMN INTO DROP CAP \� -- 5 -a4z u EA WAY BOT. MAX. SPACING (TYPICAL). - i - I T = SLAB THICK _ �s ^ '�O in-. 1 f - v COLUMN WI DTH 4r,{ nr 1 ' I ^ — SEE OTHER DWG'S FOR REBAR H = COLUMN CAP DEPTH T 2 1 /2•n NnTF: FOR REINF❑RCING BARS D = 6d FOR #3 T THRU U8 a O u ^ 2 STRANDS MINIMUM TO PASS r — I DIRECTLY DIR OVER COLUMN IN D = 8d FOR #9 THRU #11 EACH DIRECTION. d TYPICAL DROP CAP SECTION 2 TYPICAL DROP CAP PLAN el BAR BENDING DETAILS la p 1.5H 15H ` L1 2 L3 EE w 2 b 1 1~ ' w SPACED AT 6z SLAB I ED I 1 EQ ( El! LQ THICKNESS OR aB' o.c.' MAX. (TYPICAL) 1 ^-1 1 I , - )• MILD REINF ^ (TOP) I N I— — I TTP. 12' MAX SPACING �� ' I maim L`J 171,, , SLAB OR NOR, PLACE ANCHORS UPRIGHT AND SPACE I ® ®. FOR I OR LESS. PLACE 1 I,' LF' \--- 1-#5 TOP & BOT. 3 �j ANCHORS SIDEWAYS AND SPACE `'� DIAGO (TYP) } _� AT s' S SID W SUPP ❑RT MID -SPAN SUPPOR GIVEr 1' 0' �' C LINT . & SIMPLE SPAN DIMENSION TAUUEP lr I 111111111111114 CANTILEVER ,_� J I CZ BANDED TENDO N.6 - .. 1 0 Ili °,• 5 PER BUNDLE - HAXIMUI t UNLESS NOTED OTHERWISE, STAGGER g§ ill g v CU MAX. (TYPICAL CURVATURE, 1 — SLAB EDGE ALL BARS (ALL CONDITIONS) 12' °0.0;�rf c!iis UNLESS SPACE INSUFFICIENT IN WHICH ors �,$ " ;$ N — - as TOP & BOT. T = SLAB THICKNESS CASE FIELD ADJUST TO LESS STAGGER. t.8.1 ..“'gc ° - TYP. ALL AROUND �, W v • WALL WIDTH `a 8 8 € i H . T • v riEF:ke �T tip TYPICAL SLAB OPENING REINFORCING til TYPICAL REINFORCING AT EXT. WALL STANDARD BAR STAGGER _ Z W I-1.J t-D l7 q Z Z 2 -64 CONT. POST - TENSIONED GROMMETS AT ( BACKUP BARS TENDON 1 15 DWLS x 't � @ 1 6' LAP V/ / r' ❑F - 1. Z STRESSING END WALL VERTS. _� 2' MI ^: �� :LOPE_ TOP PEP' AFB .. irl_ L' L z ONLY / / EE PLAN 1 I/2' @ STRESSED ENDS "- TOP BARS-SEE SLIT PT - ❑'1 ❑ r �+I,.. FJ STAB nt_ Sul ., i i 2" @ DEAD ENDS ? - -- - - - - I _�� e� -- ' O ` _„ .�:,.... >_ � pr ---- - 1 POUR BACK 21 DAYS ` . ._.. ,j EL F..,_. s { 2i J . • 1 . C I -I AFTER STRESSING. \ - ..... t '-I I Z h --- -� Z � -- � � SMOOTH TROWEL FINISH 1 W Z '--1 AND APPLY BOND- . LEAVE ROUGHENED - -' BR EAKER OR BLDG .FELT. - BOTTOM MAT DO NOT APPLY R 3 P.T. ANCHORAGE ' - -- B ONDBREAKER. Y 1 1/ 2'@STRESSED ENDS 1 \ PER PLAN o - 2" @DEAD ENDS CONCRETE WALL J + J '__ -SLOPE SOFFIT TO II CONCRETE WALL MAINTAIN MINIMUM 9.5' THICKNESS 3 ° c N NOTE• a • THIS DETAIL APPLIES ONLY WHERE SHOWN. ON PLANS. 'LEC.'L'7 l',1,- 6 14 F \ o f •A C f TYPICAL SLAB EDGE DTL 8 TYPICAL WALL DOWELS gick TEMPORARY RELEASE JOINT 10 TYPICAL SLOPE BREAK i %A . ' /OVAL` !7-10'75 1 Ek FIRES 12/26/1995 RECEIVED CITY OF TUKWILA Fh gg \ JOB E NO: 95023 PERMIT CENTER P - 2 1 I I I L = - — - -- O I I I I N I Ali- e - o 1 1 4g I 11 I H o \ ;d6 t = I I 1 � T " Oo - - - - - ' # 4020" T I p I I 1 / ( 3) _ o ;ri (1) o, 11 W + o Z 11 cg. (2)4 0 73 ! r -- — Z T 3% '016" T I" 0 N CO O CI St ♦ A � m I n /4024" T&B � . 00 Z II 00 0D w D — — — - - - O1 a o0 Z D N N ® N5020" 8 1 I C i #5XtQ02 _, I 1 A ' i N L___G rn 1 ® ! / i C / , � 1 NI i "2 2. j // i j CO ® o ;1 1 li I 1 <D 1 I 1 o0 , y, ° , Q4,, ,,, 4' Cs , I 15' -10 18' -10" 25' -0" - 19' -2" m O O v O m cW z so F .51 — Z ;,«In�ro7. °non DES. 1212 - - 0 W ? REINFORCING PLANS a�ro ! inal uio for which N. / ORN. JAW - 9 r� //�' g ox�...ry ro V / ° ; .i, AI. CHK. 1 +e /2E /9s FOR APPROVAL RMF S UNSHI N E RIDGE��: EERING � , ' 4. M � Aol. w In purl. b C ? ti •nom.. ate-- ` 0 3/22/95 FOR APPROVAL RMF C4 w � �� TUKWILA WASHINGTON M "=` - " ENGINEERING / 140. DATE REVISION BY „. r ------- , Q ® L1 ® ® 157' -6” ® ® ® 1 0 CC • CC 16' -8 1/2" I 18' -0" 18' -O" 16' -0" 19' - 4" 16' -0" 16' -8 18' -0" 18' -9 1/2" 8" 9' - 4" 8' -8" 8" I 8" 8" , t O ▪ 0 2@ 41" I � 2@ 41" a a o `./ -- r — ___, — -- C W L — — `✓ o O I / d' II ' OC 4 ,. i ,. 4 4 ' IR 3 @ 48" I C in 1 N ■ N n N N 1 2T ® 8 „\ _ 5' 2.25 75 3.25 N 3.75 2.25 S I N P C in N I II N N I , ; ( m o z I! 4 " )r@4 =� 1 I 67 5.75" 6.75" 1 ° 4" � I 5" 2.5 8.75 2.75" °' 8.75" 2.25' 5" I II I, ° a A lJ o - - - LJ L`J I I ~ :Is LJ J 0 v+ z Y �_ ss I I Go I - � I o o 0 1 SLAB 2 @ 48" ELEV. tJsi' _ it 1 I - 1— N ( I Z.5a Lf� N l 4 . 1 ., 6.75" 1' 6.7'." 1" 4' _ \ co i r I . 3T @ 48" l II - ' N in I N 8" N in i 5.25" 2.5' 8.75/ 2.75' 8 2.25" 5" ' 8 " SLAB D - 1 0 n SLAB II LEV z In , P \ it 1 ELEV. -33170 - -..., n n _ , w jig h 0 i d' 1 _Jai _ = --7 3 J J is J J ,II J I 412rio � � I I 2T @ 48" i 3 41 „ 11 I } jl N 1 I T N E9 y 4 , 1 „ 1 4 I I n n o v I I H I @ 48" I I 2.25 N i 75 ' x► 3.75 � 75 2.25' s'I� ,- I I :. 4.75 1 75' 2.75 1 2.25" 5" i1 1-.. ' 1--- � p ~� ' h N 1 So 2 II I 'i : -- I, 1� III !n to AN 2 @ 4" I II l 1 110 ELEV. SLAB- I o Et� _5" 1" 8.75 I 1 " 8.75" 3" 8.75' 1" 8.75" 2.75" 8.7.' .75 _18.75" 1.75" .75" 1 51 N 121:1'a$ g ©� , T I iir 1 F 1 � I � rI-7 H " H W z z - F I_J-I - � i7 1- J 9 L ` J L °_ I L ` J cl J -N -- i - - - o W O $ oo co 00 0 O /� Z PS- M e --- M M -c, V rs 2 , �. N �. Z _ ■ N W 1 Z w < . b b r 5T 1 I _ — I r. O 1 1.. 8.7 5' 1 , 1" 8.7 3" EZ5 5( N _ :-D.., — — -+fl i� l : 5 .. 1 .. 8.75"_ w 1" 51 Z 1 1 I I _ _ _ ._=,.. _ _ 1 4 -3T ® L J Z J 3'I- 0 " 4' -0', 22' -2 1/2" 26' -6" - I 16' -0" - 1 I- V Y U) 0 F-. a. 1 35.50' I J I . 0 0 1E:1,7 I ? _ WEST & EAST 10" SLAB @ EL. ' REC & TERRACE SLAB @ EL. =SAW M. P f 1 .t esy�.. • POST TENSIONING PLAN POST TENSIONING PLAN CITY OFTUKWIA � N PERMIT CENTER ,�"'� SCALE 1- s, a , \ SCALE 1" . a' NOTES: ,Q' ; , ®r 1. SEE PS -1 FOR GENERAL NOTES. 6 IONAL 2. SEE PS -2 FOR TYPICAL SLAB AND CAP DETAILS. ®� 3. ALL SLAB CONCRETE TO BE f'ci - 3000 psi PRIOR TO STRESSIN AND 50 T 0 PPsi AT 28 DAYS. 4. D 5. ALL PROFILES ARE - IN INCHES FROM 8OTTOM SLAB J08 NO: 95023 a. MID -SPAN TO CENTER OF STRAND. 6. # NUMBER OF 1/2 "0 270 ksi TENDONS WITH PS-4 POSITIVE FITTING GREASE CAPS AT STRESSING ENDS. O 1 m CD ® 9 0 157' -6" ® ® ® 0 Q 16' -8 1/2" _ 18' -0" 18' -0" 16' -0" 19' -4" 16' -0" 16' -8" _ 18' -0" 18' -9 1/2" 8" 9' -4" 8' -8" 8" 8" 8" e I P3 6 IOPP. HAND 1 ; > I a a N W 0- °� - - - - - Q ' 11 4x9' O 18 B� /4x9 • PI 18" B V o ~ - - - 'X 2 g ,,, m i �o 0 at- I I / \ I — " I O 1 I I 1 P z 5x8' 24 T I I II I n ® St-- E E . � f � 1 J J , _ _!! ' J L J 2 a �� -40 10 SLAB • � #4 O 35" E.W.B. Li e I w1 1 0 SLABm 1# 1 Mil ` e - #4 O 6" E.W.B. b 11 1 O - I I u) i N , e '' A 8" •. LAB `��� P 11 14 0:6 E.W.B. • / Z w f-- N3x7 0 2 r — L ' =0 J — Ix J J — — — MLR IP i ,I ' 1 ll I 1 - - #5 12 24" T I A lk o N a r 6' 0 36 8 1 I i 00 0 o 7 7 II I I z74° 4 1 F 6J' it Q` -TA— J ._ ELEV 137.16 ( 1 o m - 1 tr■ ° O 9 : z 1 ELEV. 132.50 1 '1,. Wir Ba Or' E.W.B. _ I os € x 1 Y c I N Maillill: ill _' 1 0" SLAB 10" SLAB ELEV. 128.00 I Q 0 _ = �■� I wr T I Z Z z E � - I -� E I W E r I-, I� ' CONC- COLUMN l ' W a . _I O 8 P H L J L J J J I 0 W F ss — ^^ 12" PS -2 I , V I N 0 z ��TYP. 20' .W. AT CORNERS OF ® . ' / TYP. 20' E.W. AT CO R 041111 O I U IX SLAB 0 EL. 7'0080' ilk W I i SLAB 0 EL i O' ® - Z 1 SECTION @ GRIDS 4& 7 I ` a 131. oo 1 c w Q ca ll Cr Z PS-4 coF 0 , 01 , _ _ _ _ _ --k-____. L 0 1 CntiL LA_ I - 0 — Z _. — REBAR SCHEDULE 1 I "' CC c Y MARK OUANT SIZE LOC. LENGTH' COMMENTS 0 D A 10 # MD 10' -0" 012" o.c. - - -J B• 4 # TOP = 3 3" o.c. 0 y � BANDED ANCHORS C -- 5 TOP 4'-0" 6" o.c. N,,2._6.. HK. y ' . .., f �S.So 131.00' .` E 6 # T 8' - - WEST & EAST 10" SLAB @ EL. N REC & TERRACE SLAB @ EL. O' M. F l F 8 #5 I T 9• -0 _ RECEIVED \.'' t. •As G 10 #5 T 9' - 0" -- _ •��' c : • #5 T ,9 ' __ MILD REINFORCING ' MILD REINFORCING NOTES: �� 1�� / H 15 # T 9' -0" " ® o.c. fi t//% PERMIT CENTER J 6 # �6 0 SCALE 1" a 8' ®® „Ai I a 8. N TdNAL R 1. SEE PS -1 FOR GENERAL NOTES. ' ALL MILD REINFORCING GRADE 60 U.N.O. 2. SEE PS-2 FOR TYPICAL SLAB AND C C ITY OF T UKWiLA AP DE 1 -,,- USE STANDARD 90' HOOKS U.N.O. 3. ALL SLAB CONCRETE TO BE f ci - 3000 psi PRIOR 113:11111131311= TO RESSING AND 5000 psi AT 28 DAYS. • 1" CLEAR TOP & BOTTOM 4. T = STRESSING MAT B = BOTTOM MAT MD = MID- DEPTH. JOB NO 9SQ3* 5. ALL PROFILES ARE IN INCHES FROM BOTTOM OF SLAB 0 MID -SPAN TO CENTER OF STRAND. .. PS - 1 qI:: ® O o cc tx 8'1^ 4 6 -4 I 12" Q 3' -8" 5' -0" (1 7 12" %II X0.17 4 # 16' ELEV.' 4 #5 X 15' 2 #5 CONT. I 1 }11 135.50 1 j ELEV. 1.r 5:1' - - -- a < I 8" CONC. WALL - E = ! I=!I 0 0 24" TO 3 LT. WT. SOIL FILL r I IIHII a a z ll !II 11 a O. O I I ILI -III < a: N 128.50 I III III -1 ILS 76 T.O.S. ' 1 - I I3 i. Oo 1-1!1 iI C g 11 III IIL- J1_!II 1 =1 II I =L =L=L ELEV. III —I 4 ,--T.O.S. 1 1 —III l i f l i l p I I I =III ! I I=' I I III —I I I_ii III - � = w IL__ . III III a a i — i , il- , i I ri —n I i n I 1 i i >It �; � — I_�_I11 =1!I III —I — ill .11_111 III ill =lil III 111_ill� III— I�I_!II .II( —III — - ' ILI11111I11 III 71 III ill I ill 111 =111 III I. III III III III =111 III I III - III III III = 11 III I I� w 'n n !1 1 11 n1 N 111=11 'I 'il '11 i'! ill 1!! 111 II. III III MEII -1I) f1! -III I (w W '1 III EL I!� 111 I.I I . -111 - 1 III III - 11. 1. 11 -111 II1J I =I 11 1 � N I i 11 111 11 111 1!1 \ -1, 111 › ■ 0 III 1l! 111 I'!- 2 # CONT. -1�1fi111 II III -Ili ill 'II 1 111!! 111 1111111 .1 1 ILIIIIII-rI L p O -1 III III i1i \ Z \111 II B.O.S. B.O.S. 7' n a 8' CONC WALL a, 1!I 1 11 1 127.6 127.67' 1 12 "� COLUMN 111 11 n n 12 0 COLUMN III III I!I I 1 22.50 =1 - ELEV: 1=111 3 11 il i t 111 III Ilk — 511 ll=1f =m=M =M l M HI U1 , 111 1 11 1 l i l lit L 1 i 1 i L - - Ill - -- . TM_ 11 =; i 1 111 . 111 =11 1_ll1 - i 11 . 1_, , El IL=L 1 1' = ' � } � � II! III III y_ =111 I'I f 1 O O U Ski i Ll�i�ll\ - 1 12 "0 COLUMN 1 1 - 1 1 I M • ! -III 1 11 -1' 12 "0 COLUMN I W ,! VARIES 8" CONC. WALL 11 11111 ELEV. 14. 111 111 ELEV. 1 1 1 ILL-,1_1J1 =III III I I -III I I n! -i i I I I III = III I I I- 111 = 111 -I - u i 1� - - �I u III 111 1 II J Iii 11 III III =111 III- III l=1 =ll III III it l!' T III =)I IJj II = -I III f _I'. -I II III= l_ _ _ _ �r 1I -; I 111 I 11 III 11-111 ,III11'111111_1�II ua vuu m L= 1 T1 = l III III !II ill!.III III: W III Ill -ill -I -_ _ - _- 1= III -� -) 111 =III L Ill - ill -11' _ L - - -II c.., z w w WALL ELEV. @ GRID 4 (7 OPP. HAND) It0 111111M- 1 PS - Scale 1 "- 4'-O" NOTE ALL BARS SHOWN ARE IN ADDITION TO WALL REINFORCING SHOWN IN SECTION L /A17 o O 7 'ii \ O6 O SPACE HORZONTAL BARS @ 3" o.c. HORZ. Cr) (: - 16' -0" 19' -4" 16' -0" I 16' -0" 19' -4" 16' -0" 8" 1 9' -4 8' -8" I 8" ! 1 11' -7' 8" � 9' -4" 8' -8" j 8" 11' -7" 1 - — 3T @ 36'1 T _ 3 @ 36 _ — < .` _ — 0 REBAR SCHEDULE f £ .€ � 1111 \ 4 012- E.1b1B \ / I 1 �S 9�y • T,S 2.25 / `. ,\ 5 2.25 S I �� �\ / 1 MARK WANT.' SIZE LOC. LENGTH COMMENTS j sy6 J C gg g � �\ I /� � N 1 / _ I / \ \ 1 N B• t0 � TOP 1 4 0 ' -0 @16" o.c. 8r$ Os k.€ • N 1 1 1 N I i I W/2 6" HK. 1 i a I I I/ \ I I I 6, c - q5 TOP 4' Q ,. ®1' 0.c. 5 2.25 8. 6.75 61 5 0.75' 8.75' 2.25" 51 - 1 11 III W�2 6.. HK. J I If 1 1 11 D 45 T 6' -0" -- n 11 11 11 1 I I I I I E 6 ry5 T 8' 6" Z DO h L _7 u E- _J 1 U 1 O F 8 Ns T s'_D - -.T " —i -_ — I __ E,J J — 1.. _- — _ _ ___ D G 10 k T 10' -0" ®24 ". o. c. sP I . ' y ^ l / \ _ 1 �� 11 La I . 1 I H 4 #4 B 10' -0 (D12" o.c. .1 o V \ 1 I ! -- I . #5 T 1(8 012 0. 0 N T N Il. All , ALL MILD REINFORCING GRADE 60 U.N.O. - - 3, @ 4 8'� 1 _ USE STANDARD 90' HOOKS U.N.O. ♦♦ e�1 V / O 1 = #4 0 , 6" E.W.B. = O I • NOT US t./ L Q 2 .25 ' 8.75 1.25 8.75' 2.25 5 °� uT Z Z ' 1 N 1 U g @.,,,...,, -.., ■ V O (/) ' in Z —CD Zi"- L J Lt — © L tt___ I 2.25 N / N 2.25 CO :.�// . 5 6:, // N 1.25 6 5 1 0 1 O R ECEIV E D X b - i I I ��:}R,7 /j CITY OF TUKWI M F -1(1) -F , ) PERMIT CENTER � - -, DE 2 7 199 140• 1 ,, NOTES: / � i » 1. SEE PS -1 FOR GENERAL NOTES. 1 �w�" N CENTRAL 1 0 SLAB @ E L. 2. SEE PS -2 FOR TYPICAL SLAB AND CAP DETAILS. 'ONA �, 3. ALL SLAB CONCRETE TO BE Yci - 3000 psi PRIOR I -so �� TO STRESSING AND 5000 psi AT 28 DAYS. 4 . T = TOP MAT B = BOTTOM MAT MD = MID - DEPTH. 5. ALL PROFILES ARE IN INCHES FROM BOTTOM OF SLAB Exp1FE5 12/20/1996 1 POST TENSIONING PLAN Mr MILD REINFORCING _ PLAN q T MID -SPAN TO CENTER OF STRAND. JOB NO: 95023 SCALE t' 8' 6 POSTIVE G GREASE ( CAPS AT STRESSINGSENDS. S i Gt,� A . Tr, 3 L H APPLY. CORM'S RIBA �. / \ '/� . 7.'—''''\ .: 7"-=':"--\'''; ' - ' 3/----- \/ — � j ' -� ' r SYMP OTCa1 7 f MMONNAME l SP Ol INC. �. _ /I - Y l / / ` ). \:' / / ,♦ I ^ G JI ANI CIRCW 'IVM INE Il: M1S Tll rI I • I -.. � � I � ' , - - - -.!\ + `. � / S � : • 5 �' � • , • \ O � `�: , Ci kl.E0ANI1351MA' R nIEU'aFDT AU ARBUTUS 1,00 � WIGO wUO OC. .-, I - 1 : ` /� :• /. � J� \ Lt / - " �/ • f \`� ••;(-- /` f ' G CB GRPINUSREgIIWS F,I'ROPFNI.INRNPEAM Zt ?CnL : NOTLU I _ ' .� ' ) \ +J � � �?\ / /1 CI CAMEI:IJAZAPUNICA Owromoc IOKP. • \ .i - '�� %' �\ Nu N. _ e` 1 • -,_--,1.4-- .--• Z. N. / � , . / ( Lp. I .4 .n•n' a,nMnecrr l: Uwsoxw+n PLUG UwsiIN o P.IO KT I ------ 51-51 y , Y I � J \ •,;,-,-- I 1 • IIEMFROGWM IMMO, °AMINOWNER CE . • 1 \. �� ---,---<" \ . I • I' -�,!Y , \ \ ' ,1 �' i ' , �L - ...• I - EAC RUONTM ACOMIACTn' BURNING WI /� ,<-- `h .... { ��,,. I: n / _ c.--„ : I NIA , 'j � 1 I • FRAdnrtN CIFLOENSIs EV6RGREENSTR• nERRY ; . rms Ur O. :/: . , � � _ ` _ • , • j \ \ • - \ 9 "\�� - / , / - A i — P F, � � L ' A • ,z r P � ` � ° \. X. I I, /'I- anwMOOOaniuM WWI' woopauPS on a V J • 1 ' � f � ' N p . C I `1 I .A I-1 H • I � \ I GO IIYURANGP., PI;'DOURIS VIxENYORnHGF 5 G. nSN 1: t U I j �T m �� , A l- , A, A pL 4 Ila IIELICRY R • ' / `�.i :. ,.�' � , y I I ', r • \ • I • A,,. /' - ,/ I \.. • I { - I 1 V n10NSEMPERVIRENS aLUEOATGRM1CT C c. co ( , Za• ,1 L ` • 5 , , I ' • ..;. ' Nu MM.. AOU OREGON GRAPE HU �. —__ 1♦ _ -- 134,,4 �_ _ 1 �. .. • 1 1 ' S MISCANt1iU551 MtlILIMUS' EN GRASS ,_ . .._ - /. ,f, • l hr � . /. A \\ \ l T M A PMTIIENOCLSSU �. �I N 11 \ � r . � ,• :'.Y' 2 .._ .,• ` ` I. '>/ . - } 1 I ' t • '� PUO Ea r Nin )r ^ PI PIERIS JAPONICA } PIDn TA p , ac o I it � . —�— / - ( ` I PL IN: PRUNUS C RASUS 0110 WYKEN' OPI K LAUREL `mun f ® ( � j O Y / MA PF -. , ± .- IA. Ir( _ j\ UERntt- OAK r / � I GR.I f __ p _- _ T. 1�/'I f1 N II IRLY I N K .n O' O J —' P 1 I I I I I I 3 3 ,S I C - O I • o f omP N COMM. rus RUSr NK nr L pc P Q Y ,N P LL A I I J p. ��� ■ - -� ' I I.. __ — , r .-. RIM RI,OnOD 0.O O EAMnPRI. 5 . (/, T — O ?C NOTED I\ • _ �/'J.' / ' I I \ . - _ DO N RGMN RICINRIH' iCOT MA; : O. f / C. _ _ � � �^ M1 1 Ul w ftR R ROSn RU'U.0 SEA mMAmE G o f. J Y ) 111 , f 1 ' 1 ` 11. nt DAP _ Tn REOCEDAR Z AS .O 1 II _ IL I, ,_ ( I 1 l ' D µ IBURNUM OAVI 11 M BURNUM TO ' IR VIBURNUM SG: YPf BURR NM TO FNIOSUM cD l'' t I S4 E io.� FF G » o4 FF `� 1� r " � O • 1 I Gg,1 ..50= Fr LLD FF, ;u�� a corrrRAcroRe MO rJ ^ ° , b ' T ts: ' ' V y \ S .G" f F,' - b 104 FF - F :' THIS IS NOS A FORMAL SURVEY.` PROPERTY INFORMATION CONTAINED ( ti-' , C ) , _ HEREIN CALCULATED FROM OWNERS DOCUMENTS, CITY RECORDS, S ON � '� 00 • I J , SITE OBSERVATIONS. ` , I I- I I 1 I I, h i I Y>• I / V 1 1 1 a I .. 1 CONTRACTORS SHALL BE AESPONSIBLE;SOR LOCATION AND PROTECTION' OF �4 ALL UNDERGROUND UTILITIES AND S HALL ACCEPT FULL RESPONSIBILITY G 1 I _ - ✓ Q ^_ 'F _ CQ o5 FF, I DUE TO NEGLIGENCE. _• • C I , '.. I _ -O 2 . FF. P.70� FF. b=OG, =F, �r , - PII / . -1 - CONTRACTOA`SHALL BE FULLY RESPONSIBLE FOR STRUCTURAL INTEGRITY v 1 c 2a2 FF, ���•, 220 TI AND DURABILITY OF ALL LANDSCAPE CONSTRUCTION NOT DESIGNED AND SPECIPIED BY LANRFORD 2 .a - ._ 1 I \ ASSOCIATES. C P� J — �1 . t 1 u / E IC_ FY. C: ff. STOF a= F I :A. I I - - ALL CONSTRUCPIOtYSHALL MEET BUILDING CODES AS THEY {• , Iy ) 1 - OWNER SHALG:BE kHSPONSIBLB F08OBTAININGALL REQUIRBDPERMITS /\ I I L i l , -C '. eL AND PAYING ALL PERMITFESS ANKFORD ASSOCIATES WILL ASSUME •i '4411 �'4411 _ ' ! OWNER HAS OBTAINED ALLPERMITN:UNLESS SPECIFICALLY. INSTRUCTED •► I Ip- r;� I F , - i BY OWNERS TO OBTAIN PERMIT& SSN°,TNEIR BEHALF. (• KECRcaT lon 1 : 141 oo — °F. C AL, � _ - Y' ALL SALVAGEABLE MATERIALS ANtt:ITEMS SHALL REMAIN PROPERTY OF • + vF 1 \ rA• •i \ V YT, I TP I A , • M i s co ` 1 1 ! I ELI L{ ') S I \\ i \\ /- E A ( Y \/ Yl . "' / PA ? IUNAGSR F TO POUR. SHALL. P -`:,-t- i ALL DE INSPECTED BY OWNER OR. PROJECT `A � . - ( - I '\ __ \ C= 1' PLARTIRB HOSES .J \ I - , F j - _ s �� r _ T r L1 u — 1 ; $ AROOT TOP6 A - RE E W IMPORT — _ - ALL B PI E I ` 1 ANTED C; USENPE C TOE '' ' _ DI SPEC _ — . .. AILABliE NT , t° _ pp * A- R � \'/ ` ', A PRIOR:: TO P( �133 - \ L\ • / �' EN L1 ': . ‘ j , : .. ' . ge t+LH ' PL cL / 9 l =� - ' ` - 1 G • s sBAY:i. HE SAVeo WHHCmr 130'75 .. z • j AP t✓IR, t? < ,. - _ 1,2 IH • t - q'�r` ' - BSMAERIALL HE ALL 5 ! TWRITTEN PERMISSION FROM DESIGNER. / '• 1 ,4 - . - AL PL '�\ '� gp ANT MATEA 'SHALE"FREE DISEASES AND OF PEST AND :I �1 � L A _ \ 1 M Y ' �. �B,I [,3 FREE \ - p i •� i { { i i LIGHTLY RAK 1 j� LL S ET SODWITN j � ` �� - 1 _ _ 3'L O' S AND I j J ` , C �i�lil_- .-:� -I \ }1 . Q ' 1 — \ I Y rP ■ - " SET ROUGH G DB W OF FINISH GRADfi ' I i _ ` - .. y.'- I c S. Y p , S - j - .:` I , :. I FA E SPREAD 2" S C O OR BQ OVER ALSi. KA —_ - _ . I I ' ' T S:PER 1000 6. F. AND TILL I STUREA A' __ GL.A � / 1 .. 1 .I I 3 _ \ LARN 1 L / ... _ �® I I I .. 1 ' , I 1 \ , o - WI TH :200 1 :L EE RTWO TIONS. LIGHT RA E4P� I `, �:� \ / ` / ? 1 ER, /30 , F - Vi ='I I I / } li i E ' G � J • LE.A TE OF 8 BS SEED PER 1.0 S.F. APPLY WITH GROUND . '4_ _ • I .711-1\ V 1 �- ♦ �: �{ (, - r fi 55 F., AND NO DATER THAOR . 1 G7 i ?: :E ROWED. TO A HEIGH PROM ER. , , ej Y 1=,%1=1 TP I I ;C I u ' wu 3 i l P c tD■ �p a t a'per p 1— I I 1 / 1 I L. { H_Ve', ' M • t'tiI 1 Pr f fz),` 11rr atu ae p > - 'I , ! W — ! . N t Sr-rig i tter cat " '''' by the ns /1 i �— r ! 1 ndacap rchitact- I--.. ' ' . : , Cpl - 'S -r: f c- I, t I 1 I , (.-,1 t \�` . I 20, FF. . Pfi 'p _ 1 �► Fl A - - GJ-1• ALI 9. ^202 r ° Cr / - /• — 1 A 102 FF. F I . `I r + ` Ne,z1 A3o3 FF I ' , L. A N K`F O R B ,I ■ A "1 FF + A S S O C I A T II S / �'•, LE,I /O �' ! :- : �� { I A l I A2,0FF. 5 PROf :LC . - EG: I_I'�:{ t . �. t 27 NS 12061 623 - 3186 6 h St. • S eattle A 8 O6 1 '! =� P -, _:_ _ f ` .. _ 1 - H ' 1 - . -, , ._, ' -, f 5 W 9 t • � ;J. VFT / I \ ', ; Nth / ,l I'F, -{. - � ' i 'A: elf 14 27z4 g j � • ( f Jir 'l► h L I ' 12- x : 3 �\ ` \ i • , x . z' > � 4/iMAAl I ■ - ■ h9A '1 V Date _... 2s ,, =1 `: HN. P� a 72 N �` ��� ' �:�_ I GL'A' l LAUVSGAPE -'(LAN N _ • e • t / \ _ . • / l :it :' \ • • �\ • - 4 4 1. /' , .� ••� �CSi,•� , Y i i . h. :s+ , -� . H H { 1 • I - WAsHINGToN _ _ • / - P _ 1 1 — a / . ., � • ; - e Q I 2 5� ;^ ; a/ / / Ai i� • f \ lIl �l r e AL, l l �\ , ��� '- FI � ��, Y � \ i 1 1 A i I : 1 i T t 4 , 'O -.�. _. \ / � 1 e, E ►� \ N A ° i 1 e %. J No. 1 4�� • > 1 / , H � s � e 8 Gu, -,( u s r s 24 E • , ��� ? 1 . , .— c1T voF D ., • --- ( 2 ` r. Z � . ?I, ! , . k o h' , �4 = Sheet Of k.'4., ,1„, �' wm - 2 ® - r ` ! harE' u[w yTeps P n n f r‘-' JE '7 i'L.'<l' /�. % "E TR A,4 T $E - - / L.QL 1 / / /- .. ?6 \ 2 •i ♦ -11()k GcN.IE.'-r" To sva'r''. ' - ��9..: r, r ,,,,,„/ 1 I / Y ✓ELOY ED _ 8. , A .� 1 " _ V - / y PERMIT 19 CENTER � 16,11134 - 2 - -� _ - - - \ -�_ ____ \ MS ' 5 ', • „ - 4p 1 '. . 57 DEC E, �SL4 • F q L e H N , 1 • \ is ., T . j j -- .EXISTING T - r 6" PERFORANJ � u , 1 T ' RD"9Rid , TION - A-A .. SET - _ .z: _ y f", . } E � - 34 28 YARD DRAM, TYP. _ a ( • SCALE o s o 2 p , p -7.7 1 _- _ - - - 4 I',z3 - Q,� � \ 46,721. sq. , _ ;la; 6 P - .. cea f !!! \\ 1 -07 ocres 3 ` • I . i YARp 'RA" - �` � � D- . _ Y°''''''' ' X 11 w Z ; .�. : ! '- o w:. = ' ''��`` z aoo' yy 7E } ELEVATIO DATUM: K.C.A.S. SILT FENCE -- ^ti_.- --.. -- ei ' - E 1 1 \ j . �. 11 11 t I s - " �'I � w ~` `� , ,T 6 ROOF DR /r. F ..,� 'L� n � r �. - '`, I i �. - _ _ a TIGH7L NE AIN 1 p tn tn u5 : _ _ � � I , il 1 BENCH MARK: CHSEL®SW COER O 1 y i' \. _ ' f'_ L _ ♦ 1_`>a __ , I `tom CONCRUTH EOF TE L.P. BASE LA LOCATED KWY \ -.`'C'''''-"-J !1 1__ \ __-- \ - -, ir'a `' t� I \ -1 -f 1 1 SO TUKYA P \\ \ �y r 'i r -� \ q+ �': I (� r ! 1 X �\ S. LINE BRIDGE &THE 1 + ,+ L, , INTERSECTION THEREOF. } 1 . 4 ja FF =1.3, '�'` � ELEV =38.4a \ F Y 1 5 7 t s \ \ `l FF= 135.57Y -., +�,' �: \ 1 fi', Bt3�I DI G ` 2 `" \ t i i t \ • Z `. a -- \ h" } E67 �� LEGAL DESCRIPTION '- -� ' F� -131.0 L' - `u t RC vl icy '+. ` C . 6' PER FOO TING k [C I\ \ Lf'' 4.,,., • ` . ; 1L i_ -' m �, ` , 3 • D RAIN _ 1.V THAT PORTION OF TRACTS 22 AND 23. BROOKVALE GARDEN TRACTS. �' ON may w m ,� T 4,} f {� ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 4 ! - CB K4 TYPE r+ �� { j � � i � T � 47- IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: i Q w /VANED CRATE ! 71,14 , _T_:'__ -__, __ :- " , . -- L �.` E' 1: , O . -Eit #' • RIM 18.3 ��� d i "°' g - j } , 7 - '. � ' • �. - - - . / ° f + t \ - BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 23, WHICH IS ► AF e IN = 114.6 co co. � ! ii - I 1+ ��ii . '\‘‘‘'.1 � `�l ., }i i ." f � �� �' ' 1 1 \ m _ ! i I a �\ NORT 4 T WH 220 FEET EAST OF THE NORTHWEST CORNEROF SAID TRACT 23; THENCE EAST, ' t�f1 4a� ' ;: � $ t . MARG �11..�� •� '1_ _,� , �p } I \ THE ALONG INTERSEC TI H ON OF LINE THE SOUTH FEET TO LIN E OF POIN SAID TRACT ICH IS 22 224 vnTH FEET THE EAST EASTERL Y 4,'�Y4s, 'f \i •� I ,� 1 ., - „� ,. r ii 6" PERF FOOTING DRMARGIN OF THE COUNTY ROAD: THENCE NORTH AT RIGHT ANGLES 1400 FEET , , . S ' ,. . N a t T Y ^ a CO i > ELEV = 1 161 j ? �. "� t 6" ROOF bR IN .� \ 88 EAST ALONG SAID LINE "D ", 22 MORE OR LESS TO LINE "D" OF A BOUNDARY LINE AGREEMENT RECORDED 7I to j O 1 t, t TIGHTLINE i 1 ` '. \ JANUARY 5, 1972, UNDER AUDITOR'S FILE E NO. 7201050122, THENCE SOUTH / h/ i 1 ♦• 'I i � TO NO \ 3.09 FEET MORE OP. LESS TO LINE ' • +I •. �-"' "C" OF SAID AGREEMENT; THENCE SOUTH 0'30 EAST ALONG SAID LINE C" 3 ? \ PLAYGROUND /LANDSCAPING 1 ■ j 11, 1 : [\ c7 NORTHERLY RIGHT -OF -WAY MARGIN OF STATE HIGHWAY NO 1. AS CONVEYED o - o ROOF O RAII�' , + , a. { t3VER UNDER GROUND WAGE 1 It \,,,,,,H.\\ Z TO 5a80008, RECORDS OWASHINGTON SAID COUNTY; THENCE WESTERLY E ALONG 1 BARD RIGHT- • o /YARD DRAIN ` � ;2 '4 3 - ( i i __ TIGHPJNE x + '+ 1 u f f t \ \ �, OF -WAY MARGIN TO A POINT SOUTH OF THE POINT OF BEGINNING, THENCE 0 I 10.0 "`^ I I � �" `^•- } ( ] j i W m N ORTH TO THE POINT OF BEGINNING. Nm r �. FOUND 1" IP �� -. '� __ 1t t i k l 7 0 NORTH ` tt I 1 ,,,9 `. 'S • • t \ =L -1 5 ¢'" \ IV1. Q F- 017 -AST 2 .R� .- TYP. I t I t\\ co .4 S E. DR N 38'33 % t7 A' - .co r a__ '- �' +ssa� --ccc - 3 oo' r s r ,r��'u 1/ 1 I N \ SHEET INDEX L w MEIMIll & IEBf V'1 5 6" PERF. FOOTING :c 1 /�� m CB #3 TYPE I �k I ' l- DRAIN 5 , { r - , - " S � 1 W °' /VANED GRATE *t - `9F I i 6' PERF. R OCKERY 9 3 f- ' _ _ i � C2 GRADING A DRAINAGE rss . 8 1 F DRAI .8t -.� c I t + ' . }_ -.FF.,--115 k PROFILE £° S \ - 7• -x, ' iTS 33 I,E t , Y } F - - D R1�IN (E, _ -. - -.. f - C6 T.ES.C. PLAN I rn v mow .X _ ', i_ K C D_ t'- �' s c, "� a r< -Y - n . FOOTING DRAIN i 'S • B ILDI G - , T `1 t q \ ® : CO ECT PERF. L + � m '. Y - -a' # f 't TOFV DRAIN ',NJ, _ } _ a ii - tr CB 82 TYPE I P ' t_ TIGHTLIN T17. 8 B if = a1 /vANED CRATE a 3 � \ E EARTH QUANTITIES F4 RIM = 103.5 y "' ' -- ,� `` \ - • IN = 99 05 - e 3- , ii '_ _ ` �.. ; ' -` �k ' b F✓- . �1z$�75 FF =t32.s E .E� APPROXIMATE T ITIE I z 3 3.i 'fi ___ , � . k j 1500 C -Y. STRIPINGS Oa W FOUND CONC MCN FOUND t" IP ' , . °� ' � . _. fi _ a . I E 1 111M. AL e 1 6 " RERF_ 3500 C.Y. CUT W 1 , 1•00=10111 1 • ADS FOOTING AIN 5000 C.Y. FILL z REF ROS v.11 /P,;.'. 64 0 73" NORTH �, 1 C a ` C ''•. 1 ` ' } ` 0 + r , ® ELEV = 1073 ® 0 F °' v \ ' 0 69' WEST - .J`� ., i 0 . -- i .,8' E.', ` � "" } i 6 ROOF DRAIN ' CCC777 293 9 AST END 0 ry� ‘').,,,,i_ 98 .-d_r ' '� r , 1 RAIN �. + i , 1 T1�HTLINE ` A r � - WEST ENE TO ELEV _' \ F S 83 3 9 . J Y- ""' °,�fa I ® � '� � ' _ - ' t 7 _ _ CRUSHED GRAVEL Z �• \ __ ,.-- �'., .. ' .� �' . " e tti + � _ - _ I . \' WALKW I �� W � .. 1 �4F2 r ' �sb �': ® ` 11-----;-;:-- \ �` Il p I p \ ,V O \ \ 1oc L sloe / . : 1 �� >��� •p - \ \ _ \ ` v' „. , a ,S, ---== . A'_ " i- 1'd6. RIM= 140.02 I W N 1 p yWE 98 \ , + A � g:. �1 .� s t:� C- l S 17 q - * �� y w "•-� '''=" ,�� CONSTRUCT 6' WE (6" CRUSHED ROCK O I n°+ - -•� , " �.w.- Cf. 7 --- - - . ' "`- - � L4 SET R/C ,x \ ..4+- ) '" '+.+ebd �. I i W 9C.1 ry� L S (Ei i 332 ) = I .�. �� �k � - �� � .-. � SURFACE TRAIL 6ETWEEN S.E. CORNER ■ AD �1L1,: AS RE, :� TYPhCaL 6 PLaCES OF PROJECT &EXIST. TRAIL AT 57TH AVE. 5.. F - I 97 \ O'EIY,l ^�. - .. ` ._.. •. ,,, I ~��'�"- - "_ ",•-__ _ -- UNDER SE PARATE PERMIT I • U4 . �- I 0 ..,..„- 'A`�.�4 --..ma y `� I l - . \ \ �, C URB CUT F \' ._ , 9 _ �'� O. Oe ---''''-':-'-'-r-.:-.-----,._. 4 ) ; . -J j \ ACCESS ROAD � a.. �' (,L? •. - E x. MANH 96.43 a _ " �`` -" ^•fXIS t c ._ 2 REM. e � l(,,,- = Yl1:•00 ^�.._..,, , . , H,. w , GRA VEL EX - MANHOLE ■ RIM= 129.82 CB, g1 TYPE H'54" f ` _ •' ` - .030K ° `^•.- ' , ~'",- ...'^+""_'- ..�` - .*- .- ,, .`..." �e `.-. -.„., P - 't,3 . _. \ W /epCKING LI \ X . \ "'^w.," ""'� - "'..... \,. "' "I s1�� 9 C.( Z fZIM = 105.0 m a C /yp :7 ''''', -, ` - -- "'",Y� "�•'.,",.., - 1 IMF CONNECT WITH Q MON IN CASE / t - ."~- ."."`"^""'m `r` 3 " 167fi +� ii �.,,,._,,, - 4.. 2 E %IST. TRAIL J INV 98.55 (g ".& 8 " s .. S "'�. y .,,� " •.,, � K= 715`6.1_ 1 ,,,� ""�.., INV �9 .'e0��36 ") `4 CUT CB / f 2 t . \ OfWq <K ti ��" - �-.,. ma ``- •,_\"'��"`.,., •, .._- ".`�,.. Y-. ^ .`,`, -, \ in 0 - \ + ` {5 REO 'D' CMa V " '"'"" " ^ � `° "`' - ,.... - " - o. IiJ A ® These plans have been reviewed by the Public l' W Q Ex. CB TYPE II I \ ' . , - "�- - Works Department for conformance with current c RIM. 95.33 "-- R® " p E''''.. `-.....`-'-'1, ----------------1-.- 170 P W w A I 203, " ) \ `"--- .w " \.� ` �",._, ��'�""`•".... \ • w.,. ry City standards. Acceptance is subject to errors P:1 z A NV -V o 03, zai <' (E(N�w) 1 i - \ - and omissions which do not authorize violations of A a Qt , w \ adopted standards or ordinances. The resF s Dr;1y 3 ^�\: -- Y l " - for the adequacy of the design rests totally with 15, , W w G the designer. Additions, deletions or revisions to 0 � Z Z \ \ these drawings after this da will void this w = ,� acceptance and will require a resubmiital of Y o f/1 �\ N cM revised drawings for subsequent approval, Q 0 \ R B F ° Final acceptance is subject to field inspection :,y f `0 V) z l:7 h the Public Wk tilities nspect \ ` . Date: i or � �9L s u By. �or. ;, � 6 , EY U ,•. m Trwwoop I i ~ \ M 6g'a pr , , 0---/-.-- DATE 04/27/95 R ECEIVED . : CITV OF TUKWILA • ■ • 64sj3 s FEB '1 of 199E 108 NQ97 002 . - T� .T oao • DRAVING�. 997 -2L'� 1 \ - r PERMIT CENTER Mor: IN CASE \- V MEET ` ; C1 ' 6 ..• - - 0x2-$ fl9 -0129 A95 - O 1 Sa . � O W STORM NOTES WI NOTES: \ r ~ EROSION /SEDIMENTATION CONTROL NOTES Q 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE NTH THE 1. OLYMPIC FOUNDRY SELF -LOCK VANED GRATE SM505SL IS 2 "X4" WOOD POST 1. APPROVAL OF THIS TEMPORARY EROSION /SEDIMENTATION CONTROL LATEST EDITION OF THE CITY OF TUKWILA STANDARD SPECIFICATIONS ACCEPTABLE ALTERNATIVE SUBJECT TO APPROVAL BY ENGINEER- ALT: STEEL FENCE POSTS PLAN (TESCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT N AND WSDOT /APWA STANDARD SPECIFICATIONS, LATEST EDITION. - ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, `? ,5 ¢ 'Y'y 2. USE WITH TWO LOCKING BOLTS 5/8 11 UNC -2A STAINLESS TYPE PIPES. RESTRICTORS, CHANNELS, RETENTION FACILITIES. '- U 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL 304 STEEL SOCKET HEAD (ALLEN HEAD) CAP SCREWS 2" LONG, IF 100 2 "x2 "x14 GA. WIRE 10.5' - UTILITIES, ETC.) SCHEDULE AND ATTEND A PRE - CONSTRUCTION CONFERENCE WITH CITY SPECIFIED- NOTE SLOT DETAIL- e e N- I• FABRIC OR EQUIV. OF TUKWILA CONSTRUCTION INSPECTION PERSONNEL. '''''& N�"/ °/ AS FILTER FABRIC MATERIAL °" 1 3. MATERIAL IS DUCTILE IRON AST, A5336 GRADE 80 55 -06. tVta Jt l..f� ; ./ RE OUAR FD 60" wiDE ROLLS MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE OF 3. A COPY OF THESE APPROVED N ? J VED PLANS MUST BE ON THE JOB SITE �Y`' 9 e ie ( USE STAPLES OR WIRE FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /CONTRACTOR WHENEVER CONSTRUCTION IS IN PROGRESS. 4. "OUTFACE TO STREAM - DUMP NO POLLUTANTS" MAY BE LOCATED �� ee�e�e�, °) ..4/4, - RINGS TO ATTACH FABRIC UNTIL ALL CONSTRUCTION IS APPROVED. ON BORDER AREA- `NG TO WIRE , 4 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN �•}?ZS' _iIiiiiiiiiiiiiY :144 • 2.0 3. THE TESCP FACILITIES SHOWN ON THIS PLAN MUST BE ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM 9. ALL STORM DRAIN PIPE MAY BE CONSTRUCTED OF ONE OF THE CONSTRUCTED PRIOR TO ALL CLEARING AND GRADING AC LA TIES, THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER FOLLOWING MATERIALS UNLESS OTHERWISE SPECIFIED IN THE PLANS. .4:444:144:1444114:14ey -11 AND APPROPRIATE PUBLIC AGENCIES- ALL PIPE JOINTS MUST BE GASKETED WATER TIGHT AND MUST BE OF �e�e e _ AND IN SUCH A MANNER IN TO INSURE THAT SEDIMENT LADEN LATER HALL HAVE A MINIMUM 100." ,tikee :44e :404. 4 •e44.0. 1C . 4.040 : : , 5.0' I : ; E ) ED= TED DURING /ENDATIONS / S) // / SHOWN ON THS PLAN ARE TH ICIPATED SITE THESE TESCGH 14 INCH DIAMETEPIPE CL5 THROUGH 24 INCH METER PIPE NAL SUMPS C N ACCORDANCE WITH US2 MIN OCE - )- TS SHALL BE PUSH -ON BRIC D ). QTE OUGH EIR CONTINUED FUNCTIONING AND OPERATION. 4 o q 0 AFFECTED BY THE IMPLEMENTATION OF THIS PLAN: THE CONTRACTOR NON- REINFORCED, BELL AND SPIGOT WITH RUBBER GASKET JOINTS, OF INGRESS /EGRESS AREA z "'' F SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1- CONFORMING TO AST, C -4 (CLASS II) 21 INCH THROUGH 36 INCH 6 ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY 800 - 424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE DIAMETER PIPE SHALL BE REINFORCED, BELL AND SPIGOT WITH ---a -I P z 5 OWNER OR HIS REPRESENTATIVE AND THE DIRECTOR SHALL BE RUBBER CASKET JOINTS. CONFORMING TO AST, C -76. (2 FT- MIN 8 EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A F ' PERIOD OF 7 DAYS SHALL BE IMMEDIATELY STABILIZED WITH. THE N CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. COVER). APPROVED TESCP METHODS (E.G. SEEDING. MULCHING, NETTING. a ROCKED CONSTRUCTION ENTRANCE SILT FENCE DETAIL EROSION BLANKETS, ETC.) GRASS SEEDING ,ALONE WILL BE In 7. ALL STORM DRAINAGE STRUCTURES, AS DESIGNATED IN THE C. CPEP - SMOOTH INTERIOR PIPE AND FITTINGS SHALL BE MANUFACTURED N.T.S. N S ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH OCTOBER p p PLANS. SHALL BE ONE OF THE FOLLOWING; FROM HIGH DENSITY POLYETHYLENE RESIN WHICH SHALL MEET OR EXCEED INCLUSIVE. - THE REQUIREMENTS OF TYPE 171, CATEGORY 4 OR 5, GRADE P33 OR P34, CLASS C 0 5 A. YARD DRAIN - ASSOCIATED SAND AND GRAVEL CB -10, OR EQUAL PER AST, D1248. IN ADDITION, THE PIPE SHALL COMPLY WTH ALL MATERIAL 7. ANY AREA NEEDING TESCP MEASURE. NOT REQUIRING IMMEDIATE a z re B. INLET - APWA STANDARD PLANS B -48, ASSOCIATED SAND AND AND STIFFNESS REQUIREMENTS OF AASHTO M294, (ADS N -12 OR EQUAL). .ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. NON -WOVEN GEOTEXTILE FILTER GRAVEL CB -17, OR EQUAL 10. ALL PIPE BEDDING SHALL BE APWA TYPE - F" FOR FLEXIBLE FABRIC - MIRAFr 140N, SUPAC 4NP AG THICKNESS WASHED ROCK 8. THE TESCP FACILITIES ON I PIPE (I.E PVC, OR ADS). ALL RIGID PIPE (I .E DUCTILE OR SIMILAR. WAL T BUILDING FOUNDATION AND MAINTAINED A MINIMUM OF F oNICE ONCE A AI SHALL BE INSPECTED MO MONTH OR WITHIN 48 HOURS n n' ^ C. TYPE 1 -C CATCH BASIN - ASSOCIATED SAND AND GRAVEL CB -75, OR EQUAL IRON OR CONCRETE) BEDDING SHALL BE APWA TYPE "B" FOR PIPE WALLS, TYP. FOLLOWING A STORM EVENT AND AS THE CITY DEEMS NECESSARY. 1 W D. TYPE -D CATCH BASIN - ASSOCIATED SAND AND GRAVEL CB -6, COVER GREATER THAN 36 INCHES OR APWA TYPE "B" FOR PIPE COVER 20' SLOPE BACKFILL AWAY OR EQUAL LESS THAN 36 INCHES. BEDDING MATERIAL SHALL BE 5/8" MINUS FROM FOUNDATION 9. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE CRUSHED ROCK ONLY FOR ALL PIPE EXCEPT FOR DUCTILE IRON. ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS . E. / TIGHLINE ROOF DRAIN AN CONVEYANCE LINES SHALL BE CLEANED PRIOR 70 PAVING. THE ERG y � TYPE 11 -48 INCH CATCH BASIN - (WITH MINIMUM 24 INCHES DEEP SUMP 71. ALL TRENCH BACKFILL IN AREAS OF FUTURE PAVEMENT OR E CON.. CURB ,.AA `4 , �.� DO NOT CONNECT TO FOOTING DRAIN. CLEANING OPERATION NOT FLUSH SEDIMENT LADEN WATER INTO ,4 ,4:4 ,01 ;o BELOW INVERT), ASSOCIATED SAND AND GRAVEL CB -19, OR EQUAL. P PER R RUDED APWA STD. PLAN # 6A ;v {; '9 STRUCTURAL LOADING SHALL BE COMPACTED TO AT LEAST 95 PERCENT 29. 27. L_____ - BACKFILL ` , • THE DOWNSTREAM SYSTEM. _` -_ OF THE MAXIMUM DRY DENSITY PER AST, D 1557 -70 (MODIFIED • If: Q F. TYPE 11 -54 INCH CATCH BASIN - (WITH MINIMUM 24 INCHES DEEP SUMP PROCTOR ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT t T SEE TEXT , W y, 2. 70. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS PER CITY BELOW PIPE INVERT), ASSOCIATED SAND AND GRAVEL 54 INCHES PRECAST FOR y p; F a MINIMUM. VAPOR BARRIER STANDARDS, SHALL BE INSTALLED THE BEGINNING OF CATCH BASIN, OR EQUAL - - EQUIREMENTS CONSTRUCTION AND MAINTAINED FOR R THE DURATION OF THE PROJECT. a oZ w : 12- CONSTRUCTION OF DEwATERING (GROUNDWATER INTERCEPTION) ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED ' �� a y y G. TYPE T C ASSOCATE SANO AND GRAVEL 72 INCH PR CAST CACH AI D W, INCHES DEEP T SYSTEMS SHALL BE IN ACCORDAN WITH THE APWA STANDARD BELOW PIPE INVERT ) CL O M B CTED D E NG T HO WASHED ROCK _ • _ _i- AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT :,,, a BASIN, OR EQUAL SPECIFICATIONS, SECTION 61 -3.02. 6 MIN . 4 MIN. - - b/7 71M BE 1s • : • J1 -1 -- 11. DURING THE 'WE PERIOD OF NOVEMBER. 1 THROUGH MARCH 31, �• m 13- ':HE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL 1 1/2" COMP. DEPTH OF 5/8" MINUS ALL PROJECT DISTURBED AREAS THAT ARE TO BE LEFT UNWORKED FOR H. SPECIAL CATCH BASINS OR DRAINAGE STRUCTURES SHALL BE AS TIMES BY SWEEPING. WASHING THESE STREETS WILL NOT BE ALLOWED • CRUSHED ROCK /` FREE - DRAINING MORE THAN 2 DAYS SHALL BE COVERED BY ONE OF THE FOLLOWING DETAILED IN THESE PLANS. WITHOUT PRIOR CITY OF TUKw7LA APPROVAL SAND /GRAVEL COVER MEASURES. MULCH, SODDING OR PLASTIC COVERING. • 2 1/2" COMP. DEPTH OF 1 1/4 MINUS NON WOVEN GEOTIXTILE NOTE- ALL UNIT COVERS SHALL BE PER. CITY OF TUK WILA STANDARDS VE 4" MIN PERFORATED HARD P'rC. PIPE. �°n 14. PRIOR. TO AC SUR - OF CONSTRUCTION AND /OR ISSUANCE OF CRUSHED ROCK FILTER FABRIC 12 ANY PERMANENT RETENTION/DETENTION FACILITY USED .45 A AND ALL STRUCTURES DEEPER THAN FIVE FEET (Rim TO INRT) OCCUPANCY PERMITS. ITS, SURVEYOR CERTIFIES BUILT TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE TYPE SHALL BE II AND EQUIPPED WITH SAFETY MANHOLE STEPS OR a DRAWINGS MUST BE PREPARED OF ALL STORM M DRAINAGE GE FA INVERT AT LEAST AS LOW AS FOOTING FACILITIES AND /OR CRAWL SPACE. SLOPE TO DRAIN. .COMPACT SUBGRADE AS REQUIRED - .GRAVEL NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE MANHOLE LADDER, PER CITY OF TUKWILA STANDARDS. - PLACE wEEPHOLES DOWNWARD- ADEQUATE STORAGE CAPACITY AND SHALL BE CLEANED OUT ENTIRE, BASE CLASS • B • MAY BE REQUIRED PENDING 15. ALL R/D FACILITIES WALL BE INSTALLED AND IN OPERATION TYPICAL DRIVEWAY SECTION SOIL CONDITIONS - FOUNDATION WALL DRAINAG w7TH PROPER DISCHARGE OF WASTEWATER.(I.E. SANITARY C iA } a , 8. ALL GRATES AND/OR SOLID COVERS SHALL BE CAST IRON m �. PRIOR TO OR IN CONJUNCTION OR DUCTILE IRON AND SHALL MEET CITY OF TUNKWILA STANDARDS WITH ALL CONSTRUCTION ACTIVITY. NTS .DISCHARGE). IF THE PERMANENT FACILITY IS TO FUNCTION • UNLESS THAT ACTIVITY ExCEEDS THE CAPACITY AND INTENT OF THE - N.T.S. ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE M W A. STANDARD FRAME AND GRATE - OLYMPIC FOUNDRY CO. NO. SM60 D/T OR EROSION /SEDIMENTATION CONTROL FACILITY OR UNLESS OTHERWISE SOLID LOCKING FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN- y APPROVED BY THE CITY. LID MARKED "DRAIN" _ 0) ' W EQUAL. RIM = 111.0 13. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, iii B. SELF- LOCKING VANED GRATE - OLYMPIC FOUNDRY CO. N0. SM50 -SL OR d . ®nom , FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE L T U � RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY W EQUAL - .. / //. / ' i 80 POUNDS PER ACRE)• W z C. SOLID, LOCKING RECTANGULAR COVER - OLYMPIC FOUNDRY CO- N0. SM605 • - - I e ?. 14. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS ® A g D/T OR EQUAL. - 4 M REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 T 9 k S - 4; 1 BATTER INCHES OR 3,000 LBS /ACRE ? s D. SOLID, LOCKING. ROUND COVER - OLYMPIC FOUNDRY CO. NO. MH30 - ( I�t�( D /T. MH36 W/T RESPECTIVELY OR EQUAL ' - s a - � � 75. AS CONSTRUCTION PROGRESSES AND UNEXPECTED SEASONAL d NOTE ALL GRATES SHALL BE MARKED "OUTFACE TO STREAM - DUMP • ° ''I -Ill- CONDITIONS DICTATE, AND AS THE CITY REQUIRES, THE PERMITTEE ® df = y J NO POLLUTANTS" ALL SOLID COVERS SHALL BE MARKED "DRAIN". 36 "' I C SHOULD ANTICIPATE THAT MORE TESCP MEASURES WILL BE NECESSARY a 00 ALL GRATES SHALL BE DEPRESSED 0.04 FEET. FROM SURROUNDING III TO PROTECT ADJACENT PROPERTIES AND ENSURE MINIMUM WATER = rn a m Z 2' MIN- QUALITY FOR SITE RUNOFF. IT SHALL BE THE RESPONSIBILITY OF CURB OR PAVEMENT TO INSURE ADEQUATE DRAINAGE. - 8" MIN. THICKNESS OF �I THE.PERMITTEE TO ADDRESS DEFICIENT TESCP CONDITIONS AND .. 4 " -2 QUARRY SPACES ^�, PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM W a Q REMOVABLE WATER- I REQUIREMENTS OUTLINED ON THE APPROVED PLANS. W TIGHT COUPLING. ImmEMII SOLID LOCKING 48" _ . 1" MINUS WASHED ROCK I a . 4 GFOTFCHNICAL NOTE S AN Z O • F LID MARKED "DRAIN" 2' MIN- m RIM = 105.0 NSTRUCT CUTS FILLS ACCORDING / �L "� , / EOTECH CONSULTS, INC. DATED M :l T GEOTECH LL BE CONSULTE " Iy I ! FOUNDATION CONSTRUCTION FOR SUBGRADE INSPECTION & RECOMMENDATIONS. io z GENERAL NOTES LI i r - 6 MAX y 2. ONBSLE. BAITE 9LTCKFIr SALL ND WITHSOIIL N AT WILL LEA BE ST 18 USED AS INCHES F T BAOCKFILL HE B WR THE WASHED -m E-• fa W 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE , • a WITH TH /� , = '� I \ - , POSSI FOUNDAT104 WALLS SHALL CONSIST OF WASHED ROCK HEUIE DING _ o L O t- ORIFICE AS . W LATEST EDITION OF THE CITY OF TUKWLA STANDARD SPECIFICATIONS - SPEC. ROCK SHOULD BE SEPERATED FROM THE SILTY BACKFILL WITH A NON WOVEN W . Z • AND WSDOT /APWA STANDARD' SPECIFICATIONS, LATEST EDITION. - ® _ - GEOTEXTILE FILTER FABRIC, MIRAFI 140N, SUPAC 4NP OR SIMILAR'MATERIAL. d ° o " 2. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL • N - , - rn • SCHEDULE AND ATTEND A PRE - CONSTRUCTION CONFERENCE W1TH THE . - FI F ^ t ® 3. SOIL USED AS STRUCTURAL FILL SHOULD BE AT, OR NEAR IT'S •OPTMIUM O.' p 'I MOISTURE CONDITION IN ORDER TO BE ADEQUATELY COMPACTED. THE ON- a CITY OF TUKwILA CONSTRUCTION INSPECTION PERSONNEL. - U t_____,4010 _ _ _ SITE SAND 15 LIKELY SUITABLE TO USE AS FILL BENEATH THE SLAB, BUT . 3 AN APPROVED PLAN SET MUST BE ON THE JOB SITE wH ENEVER - I�V.IC'� SOME DRYING MAY BE NEEDED IF THE SAND IS VERY WET. DRYING COULD BE • I=II DONE BY AERATION DURING WARM WEATHER OR 6Y THE ADDITION OF KILN DUS CONSTRUCTION IS IN PROGRESS. -- ROCKERY DETAIL ZS YR. OVERFLOW N.T.S.. .J 4. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ELEV = 101.00 1 ACCORDANCE WITH APPROVED PLANS. ANY DEVIATION FROM APPROVED . eTj � S ED Q PLANS WALL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER i AND APPROPRIATE PUBLIC AGENCIES, These t h been reviewed by the Public 1 a A • , 1...1 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO 1 plans ew p y PIPE SUPPRT(S r ` OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY 7 •_ 3"X.090 GAGE ) - Work Department for conformance with current CONSTRUCTION ACTIVITY / BOLTED OR IMBEDDED City standards. Acceptance is subject t0 errors OKwiLF 025 8 SD \ e 2" IN WALL AT MAX a omissions which d0 not authorize violations Ot lit P 'LTC WOPt4ES 6. ALL LOCATIONS OF EXISTING UTILITIES SHOSHOWN HEREON HAVE 0 3' SPACING MIN BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE t. - - ONE SUPPORT. adopted standards or ordinances. The respons RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY IN`d = 98.55 f the adeq acy of the design re st totally With W AND NOT NECESSARILY COMPLETE- IT IS THE SOLE RESPONSIBILITY • 2 _ - 2' the designe Additions, deletio or revisions to - �' OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF O • ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND STANDARD GA VA VIZED - ST ANDARD GALVANIZED these eSe draWl will r thi8 B ate Wlll VOId this N z OTHER AVOID ANY UTILITIES NOT SHOWN HEREON WHICH MAY' BE • STEEL LADDER - TS - EPS. • , STEEL LADDER/'STEPS. acceptance and III e a reSUbmlttal Ot • 2 1/8" ORIFICE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR 18' -•120 CMP DETENTION TANK ELEv = 96 -75 ID revised drawings for subsequent approval. m W SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1- 32.5' 800- 424 -5555) aT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE STEEL 3 ° x1" 10 GA: CMP 0 OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE W /TREATMENT 7 THRIJ 6 12. Final acceptance IS subject to field Inspection by Q CONTACTED IMMEDIATELY IF CONFLICTS EXIST. the Public Works utilities pector. Z 7. LOCATIONS OR ROADWAYS, BUILDINGS, AND PARKING AREAS SHOWN 12 1 SS' 1 � V = 74o.• Date: 21 d By: �d� � •_ L 7 SHALO BE FEELD SET THE SURD 'EME ( ENGINEER A5 REQUIRED. TIONS 4 i 1 ' W z A ce V Fl FV = 136Q " • a I oa a Q • • 8. ANY APPROVED CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE 1 \ AD �. Q EXISTING GRE J BACKF1LLED AND COMPACTED IN ACCORDANCE WITH CITY OF 7UKWALA - 4 �� 3 ea STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG - _�� /ICI. NEW ROCKERY w 3 Z NEAT, CONTINUOUS, SAWED, OR WHEEL CUT LINES. A TEMPORARY i -- -- - - -- - -SEE DETAIL - _ COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND GATE: 7 75' FINISH GRADE W Z • COMPACTION. THIS EXISTING ROAD SHALL BE REPLACED WITH AT - EAR G 36" STUB SHEAR ATE W -, _ DRAIN, TYP. ,, " 3 , LEAST 3 INCHES OF COMPACTED CL "B" ASPHALT CONCRETE, 6" °- SHOP WELDED z Y (n r:=1 CRUSHED ROCK SURFACING TOP COURSE (5/8 !NCH MINUS) AS TO DETENTION GROU D 1P UNDISTURBED E Q/ Z W REQUIRED DEPENDENT UPON A SOILS ENGINEER'S RECOMMENDATION - - i TANK, TYP: S ( 12" OUTLET - ` Z KEY 12` INTO U AND TESTS. IN NO CASE SHALL THE REPLACEMENT BE LESS THAN THE 111 ,, % N T 3 /a - 1 1/2" , `O Q ° O 1Y EXISTING SECTION. 07 SLOPE 6" DEAD STORAGE r \ _ WASHED ROCK ! • I �� ' U N U �� \ INV = 91.50 ._• LINE OF E %CAVAT10N O:' . 7 W . \ -z FILTER FABRIC -% W W INV = 91.00 INV 91.00 / 119 0' 6" PERF. DRAIN S z 2' , SECTION B -B SECTION A -A - -� 1 1/2" ORIFICE i ° =10' ELEV = s9.so - DATE 04/04/95 • - DETENTION TANK - CB 1, TYPE 11, 54" 1 " =2' • - JOB Na 997 -002 DRAWING NO. -2C2 SHEET CNTRL MH, TYPE 11, 72" C2 OF 6 . .. . r . . :I . ... T\ WATER NOTES ' ` :: ' YA ,. � - 1 ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE TH THE 12- CONCRETE BLOCKING SHALL BE PLACED AT ALL TEES, CROSSES, 7g fl/; EXISTING .T. LATEST EDITION OF THE CITY OF TUKWILA STANDARD SPECIFICATIONS, BENDS AND vALVES. BLOCKING SHALL BE CLASS 5 (1 -1/2) CONCRETE AND VSDOi /APWA STANDARD SPECIFICATIONS LATEST EDITION. MIX POURED IN PLACE BLOCKING SHALL' BEAR AGAINST SOLID s V BUILDING j UNDISTURBED EARTH AT THE SIDES AND D BOTTOM OF THE TRENCH • $ , , . 1 %j�- /// / , 2_ PRIOR. TO ANY,CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL EXCAVATION AND -SHALL BE SECURELY WRAPPED `Re7H 4 MIL - Q � 1 / / � Z / _ z /. / / /// �j // j //// \ SCHEDULE KVALA L EN S A PRE - CONSTRUCTION CONFERENCE WTF1 THE POLYETHYLENE SHEETING: PIPE BEDDING SHALL. BE APWA CLASS "C. , 21 k \ \ \ ' ,-... \ z/ ' ',./ - Z , „/ - ' - - L/2.I' CITY OF TUKWILA CONSTRUCTION INSPECTION PERSONNEL STRUCTURAL LOADING SHALL £ BE COMPACTED TO A AS OF FUTURE ST T 95 PERCENT -,- -r-C. '. 1 ; --w. •-- •-- ......- _ � """""" S LINE D - SET L&T... i 3 A C OPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE . OF THE NAXIMUM QRY DENSITY PER ASTM D1557 -70 (MODIFIED - W w T 1 ""-5•gA + 34C8 - '" - 11 f WHENEVER CONGRESS IS IN PRQGRESS . PROCTOR). ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT _ t ®N EY DATUM: T M: KC.AS.. r •`"""' -••... - 4 L ND AL WATER :SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN 13: - ALL WATER MAINS 10 INCHES A SMALLER SHALL HAVE A ELEVATION - ,+._...- �,,,,,,, „„W_�,•, W -5 SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT OF WAY ii,,,:.ir 3 -11 IN APPENDIX B THE VALVE (FOR PIPE BEING USED - ALL VALVES SHALL OPEN HAVE A • ,� ACCORDANCE WITH TH ESE - APPROVED PLANS.ANY DEVIATION FROM THE MINIMUM COVER OF 36 INCHES BELOW .FINISH GRADE. ALL WATER R.N.,. ti T - ' " tt? N'� '. - � I ` _ PLANS 'WLL REQUIRE APPROVAL . FROM THE - OWNER, ENGINEER AND . MAINS 12 INCHES AND LARGER SHALL. = .MINIMUM COVER OF -48 BENCH MARK: CHISELED 17 b SW CORNER OF Q � - � , '"` L ' - - `p• ' ' APPROPRIATE PUBLIC - :AGENCIES. INCHES BELOW. FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, , `°.,,. "- ...._ ,, A •. CONCRETE i .P. BASE LOCATED • `'4.. WATER MANS SHALL BE LOWERED TO CLEAR. A MINIMUM 1 FOOT vl SOUTH OF TUKVALA PKWY ® w `«- Bryt 5 ITI ST E T U SOLE ThER RESPONSIBIIJTY PERM CONTRACTOR TO VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL S. LINE BR DGE &THE u , z <'71,� •y GRAVEL WALKWAY ) OBTAIN STREET'.USE AND OTHER RELATED PERMITS PRIOR TO ANY UTILITIES Z r. '� - ¢Y} - ] INTERSECTION THEREOF. o NW '"�-�` y ELEV - 44 o corlsTRUCT AcnvITY 7 4- UNLESS OTHERWISE SPECIFIED, ALL VALVES SHALL BE GATE - 36 W ¢ F 1r __ ( ��\\ 6. ALL LOCATIONSOF EXISTING UTILITIES SHOWN HEREON HAVE VALVES CONFORMING TO THE LATESTRENSIONS TO AWWA STANDARD p, '^p J p 'i!�°"•` f _ \ - -� `'`- `�'� \ BEEN ETABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABE SPECIFICATIONS FOR GATE VALVES FOR ORDINARY WATER WORKS w < ' `TY 2ODe . :: °0 �,�•• _ "`' ��� I:I ,. I RECORDS AND SHOULD THEREFORE BE ONSIDEREQ APPROXIMATE ONLY SERVICE NO.' C -500. THEY SHALL BE IRON -BODY, BRONZE - MOUNTED, rc Y / � . 30.00 I( AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY RESILIENT SEATED VALVES WITH A BRONZE WEDGING DEVICE AND /OR $ ' �' W4 ' � `� . , / � ` I � '�. a - �'•,� ��$A i A - . IK \\ � OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF AN 0 -RING STUFFING BOX. ALL VALVES SHALL BE FLANGED OR - }S o.,, ' '" I �, I \` I \ ALL UTILITY .LOCATIONS SHOWN AND TO FURTHER DISCOVER AND MECHANICAL JOINT SUITABLE FOR INSTALLATION WITH THE TYPE AND '« t 7 - yt '`^ . ' 11 'S l I' ;. P•°' I r �i AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE CLASS OF 6 v � , ;\ ` � y � -_\ ,, , _ lI - v 1 1 �� AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CO NTRACTOR COUNTERCLOCKWISE, AND UNLESS OTHERWISE. SPECIFIED, SHAH S BE F ¢ `1 ,0 ` •�I / ' NON - RISING STEM TYPE EQUIPPED +_ r J� SHALL CONTACT THE UNDERGROUND.UTIUTIES LOCATION SERVICE (1- WITH THE CITY OF TU KYIL ` ` \ \`\ � I 4', }�`� "li� - �I " 800- 424 -5555) AT .LEAST 48 HOURS •PRIOR TO CONSTRUCTION. THE EXISTING EQUIPMENT. ALL VALVES SHALL BE FURNISHED YI TH A V ' ° a 4 1. ,• ] OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE VA ISTING X. COVER. AND MARKER POST WHEN THE VALVE I5 NOT IN A vl • 1 F.H- ASSEMBLY PER CITY `,y } -� iYTT « • N "' f \ - N WILA DETAIL NO. W -5 ' ; FF ='t 5.50 '\ ' \ I ]]] I , t \ \ CONTACTE IMMEDIAT if CONFUCTS EXIST- PAVED SECTION. A CONCRETE VALVE MARKER POST SHALL HAVE A 4 p OF TUK cv'- " - R * '+ `\ F 135.-•.. I INCH MINIMUM SQUARE SECTION AND A MINIMUM SQUARE SECTION AND • -F` o K' Lh 1- 6 "z8 "x8" TEE (FLxLLJxMJ) ,,\ 5 1 6' GATE vALVE (MJxFL) z z \I O ' I= _ c, B�`I,ILD G `• 2 I 7. ALL NEW CONNECTIONS TO THE EXISTING WATER SYSTEM SHALL BE A MINIMUM HEIGHT OF 42 INCHES YAM BEVELED EDGES AND CONTAIN IN STRICT CONFORMANCE o 5 w �' ~�' , `` a �, ^ } tCf!7 WITH THE APPROPRIATE SUBSECTIONS OF AT LEAST 1 3/8 INCH DIAMETER BAR OF REINFORCING STEEL . 7' 6" D.I. CL 52 ,,. .. ":"r s; }x , - t.; 71.00., L� � ,-- t W /THRUST 9LOCKING , \\ 1 iz = ,- T 1 - - 4 F 31 '\ '' \ IL+,. SECTION 7 -11 OF THEWSDOT /APWA M SPECIFICATIONS.. NO CONNECTION MARKERS SHALL BE PLACED AS DIRECTED BY THE ENGINEER AND SET 9 ,J jJ � '~< ,„ ,\ �� LL SHALL BE MADE - BETWEEN THE NEW.MAIN AND - THE E %EXISTING TING MA1N5 AS TO LEAVE 18 INCHES EXPOSED ABOVETHE GRADE. THE EXPOSED ' - \ �\ el "'"a '�I r } ` j i ; F ,r, {j - UNTIL THE NEW PIPING - HAS BEEN - FLUSHED♦ DISINFECTED. AND TESTED. TEMPORARY PLUGS AND BLOCKING SHALL BE INSTALLED AT WHITE CONCRETE PAINT. AND THE SIZE PORTION - OF THE MARKER POSTS SHALL BE PAINTED WITH 2 COATS OF ' 11 ' ' _ __ i i \, \ 1, . - - OF. n o, ,�� �, y 1 f5[} ( ', " _ ' T -- - ` . `'- �- -_ - - -- }yl____�{L� _ _- 1__ __ _ t ` I r THE POINT OF CONNECTION TO THE'. EXISTING SYSTEM. THE EXAMPLE. 6 INCH GV) AND THE DISTANCE IN - FEET AND INCHES TO l \�''7 I 1 -': __ # -� / "•s CONTRACTOR SHALL. CONTACT THE CITY OF TIJKWILA UTILITY DEPARTMENT THE VALVE SHALL THEN BE STENCILED WITH BLACK PAINT ON THE m a j ( i '. ,�` " -- . '\ ' -' t WORKING DAYS PRIOR TO 1HE PROPOSED CONNECTION OF FACE OF THE POST. USING A STENCIL WHICH WILL PRODUCE LETTERS ` , ` ;; « I. i I , :�•>• / AT LEAST 5 THE EXISTING MAIN. THE CONTRACTOR SHALL EXPOSE THE EXISTING 2 INCHES HIGH. G •��, `� .` �. . 'L � - 1 T � M AND PROVIDEALL NECESSAR FITTINGS -FOR THE CONNECTIONS. SCALE 1° - 20' ,gR - r� � �.�_� ,• '' } ; 4. ,� 1 T HE CI TY: OF TUKWILAENGINEERING DEPARTMENT SHALL BE PRESENT. 15 ALL FIRE HYDRANTS SHALL BE COMPRESSION TYPE, BREAK -AWAY - Op } WHEN THE ACTUP,L.CONNECTION IS MADE (TRAFFIC MODEL) HYDRANTS CONFORMING TO AWWA C502 UNLESS yMI PLAYGR a. ND /LANDSCAPING I 'S, } OTHERWISE SHOWN AND INSTALLED IN ACCORDANCE WITH CITY OF TUK 130'• -8" DI ,,�/5//2 A ` L ) 8- PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE WILA STANDARDS. THE HYDRANT LEADS SHALL BE MINIMUM OF 6 Lxl cy , '� u g 1 i, '� 'L OVE UNDER GRflI)ND GARAGE ' ) 1 OF AND UNDER THE SUPERVISION OF THE CITY DIRECTOR AND /OR HIS INCHES IN DIAMETER. AUXILIARY VALVES SHALL BE INSTALLED IN . . i M 1 -8 "x4" TEE (MJxFL) ' € I 4 4" FIRE RvICE W /D. C. V. A. PER \ ) f { tt t y ZZ PSENTATIVE. THE CONTRACTOR SHALL PROVIDE PLUGS AND /OR THE HYDRANT LEADS LOCATED IN THE CONNECTION 70 THE CITY - 't 1 -4" GATE VALVE MJxFL CITY OF KWILA DETAIL w -9 FOR Bt?�F/.BLDG'S f i s T '+ \ TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY MAIN_ ALL HYDRANTS SHALL BE EQUIPPED WITH ADRAIN. AGRAVEL - ( ) R i' U ACCEPTANCE PRIOR TO TIE IN. POC OY LL WEHAE N PRODEDE NTURA � •fy1s v HRUST BLOCKING - DOMESTI NCE uP f s' �x SOIL KET HILL R PRO ADE aTE B DRAINAGE_ H UNLE55 ANT TH DRAINSHAL LL 6• tj 5E } I r •� . 9- ALL MATERIALS USED FOR CONSTRUCTION SHALL BE NEW AND - NOT BE CONNECTED TO STORM DRAINS OR LOCATED WITHIN 10 FEET /77! FOND I" P [ ! METER FOR { 4� ; � ' �G"12 : . 1 �� � � L t j.. { t ' '>'pA.. .. UNDAMAGED AND :SHALL BE INSPECTED AND'APPROVED BY THE CITY OF OF OR CONNECTED TO SANITARY SEWERS. HYDRANTS SHALL BE ^ w /T 0 �i NORTH v�l l2 i TIC 5 {Cf c . TuKILA PRIR TO INSTALLATION THE SUPP ' • . MOLIERS SHALL PRO . VIDE THE PAINTED WITH 2 COATS OF WHITE PAINT SIMILAR . . , . 'O WATEROUS .� = vt ,s'��L BLD y 1 CITY OF TUKWILA 1W7H A CERTIFICAT O F MATERIALS IF REQUESTED, HYDRANT ENAMEL V1814 -W (SHINING WHITE) _OR ECUAL CONCRETE. \ • 0.1- CAST `, _.^.'� R. _ t , �; � 0_ � ® � � � : �, N ALL PIPES FITTINGS, VALVES HYDRANTS,. JOINTS AND. RELATED FIRE HYDRANT GUA . POSTS SHALL. BE FURNISHED AND. INSTALLED \ v �. ;f YYY !J &8 W \ ,. , - ';, .�� -- s 7 0 APPURTENANCES SNALL CONFORM. TC THE: LATEST STANDARDS ISSUED WITH FIR HYD RA NTS. AS DIRECTED. BYTHE ENpNE'cR. THE GUARD o 1 , ,- - "'= -- - -= - -- , BY THE WSDOT, APWA, A 1v1 AND. THE CITY OF TUKWILA PO5T5 SHALL NDT BE MADE OF REINFORCED CONCRETE. 8 INCH IN \ • ' "' � i�,v�� 'i. M DIAMETER, 6 FEET LONG AND BURIED'T0 AMINIMUM DEPTH OF S J f111LN r 1 4 RIGATION METER I , - -- -{ ` __ I 7 o I\ 10: ALL WATER MAIN PIPE SHALL BE CEMENT -LINED DUCTILE IRON FEET. GUARD POSTS SHALL NOT BE T O A MINI .THAN TH£ TOP OF IPE CONFORMING - TO ANSI A 21 11 1977 OR LATEST REVISION. THE FIRE HYDRANTS THEY SHALL BE PLUMB iII7 - I . ` - E IRRI GATIOR , A l '� . I t r i 0.`Y ;r c P- - -`. ' .. AND WHERE TWO POSTS c 'A... m ix, F TAPPED OFF DOMES �Y � ., t Z c1 \ -- T HICKNE55 CLASS -52: CEMENT MORTAR LINING'AND SEAL COATING ARE USED AT A HYDRANT,: THEY SHALL BE SET WITH THEIR TOPS AT 1 - r - i : .S5EE RRVICK w /WATER ONLY ` i ;.._,.. ...� .,_.._ I:„ - SHALL CONFORM TO ANSI A- 2-4 -11 -174. LATEST REVISION. THE SAME ELEVATION. THEEXPOSED PORTION =OF THE GUARD POSTS \ 4, m C9 it ;I 1. D EATER i ' ___ ail. ? 1 9 (PIPE JOINTS SHALL PUSH -ON, MECHANICAL JOINT OR FLANGED WITH SHALL BE PAINTED WITH TWO COATS OF-WHITE CONCRETE PAINT, N it • LEA tf ` 175.33 :1 1 1 - RUBBERGASKE7S). -: APPROVED BY THE ENGINEER. (IOWA HYDRANTS NOT ALLOWED) (SEE O J N j t ! { t : . i - f , . 0 °° ) \ 0 w "' 8 - I . 2' `'i� 7•'.:d'lA: �_ STANDARD DETAIL 3 -1 ?• - r`. o I 1 K - _ 99 11.. ALL FITTING SHALL BE CAST IRON, CEMENT -LINED CLASS 250, EXIST. BARRICADE L _ ' ' ' - ' BIV I LD I G 1 � ' t I 70 ! 1 { - UNL ESS OTHERWSE SIFIEO - I x X X x le /SW :' m ' • r I ll t a LATES R E}1510N. W ALL P FITTING CD CONFRING JOINTS SHALL 8E DRILLED IN ANSI A -21 -11 -1977 OR BACKFlLLED AND COMPACTED IN ACCORDANCE WITH CITY OF TUKWILA 1G ANY OPEN CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE x YI + � r_a.., - - 717.48 1 4 j )) + ACCORDANCE WITH ANSI B -16.1 AND SHALL 125 LB - STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG CO I s `T'' x' ' �--' \:-.r=...---',,,,,-- -. t - i CONFIGURATION UNLESS OTHERWISE SPECIFIED- NEAT, CONTINUOUS SAW CUT LINES,. A TEMPORARY COLD MIX PATCH v/ IK ;. V �'. I _ - MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. 9. - , i �FF - �12�7$ F F= 132.8 - I THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 3 INCHES O n ' ' " OF COMPACTED C LASS "B" ASPHALT :CONCRETE, WHICHEVER IS rn GUND ,' IF : rn - ` 5 F � �` t FH: ASSEMBLY PER CITY GREATER) WITHIN 30 DAYS OF COLD. PATCHING THE CONTRACTOR ,r I •. p. •.'L 1 444 J OF TUKLA DETAIL Na WI 0 U - 0. ?3 NORTH q E. 1- 6" "x8 TEE (FIzMJ, UJ PERMIT SPECIFICALLY, ALLOWABLE WORKING HOURS, DETOUR AND L - • J :. 1 \ _ ��l �'' 4th �. ' l - -= -. ti l I F ` \ ■ - 1 -6' GATE VALVE (MJxFL) WARNING SIGNS AND NOTIFICATION. OF ROAD ALTERATIONS TO THE e Y 7 -,-...-0*, ' r A '•,, \ i . 1, �` k 5 " -6 D.1.'CL 52 POLICE AND /OR OTHER EMERGENCY SERVICES. m cr - .,,n.a '..4--"-.`e.- 3' W r.1 . 3 0 i i I - -__ ' � i___._ _1'�� ; 1 k W /THRUST BLOCKING ai • 1 ` _ 8^ 3 4 _ ` 0� ?!�iRa,,•� " ¢;{J;y \. l . __ _ l'" - _ t. _ W L9 _ � ° 1 \ �,'� � ,`, �� .L C v (i 'Y EX. SSMH N • ,, ,..,. �..� r, GIL RIM =,4002 O i �� `• � : �1 \-- � 1 LS SET R C �''Z ` /111332 - m • W T 1-F.H. ASSEMBLY PER CITY _ •-�.." OF TUKWILA DETAIL NO W - GRr . , _ ` 4 { _ _ � I _ '� _�, '�.., � TYPICAL 6 PLACES W W ~ ,-6-x13-x8- TEE (FLxMJkMJ) E 4•, TY '«� - . "- -. - �: � •.-.., ,«y -,_,_ 1 -6" GATE VALVE (MJxFL) __ CUJ �. `... \`w� • ...'.;+ `",«..,,.. , _ _ _.� o O; 12' -6" D.I. CL 52 4 �� ` '�_� y� -L-''-`,.---'---"--,-, -:y, 1 12 CMP•' - _ 1 A. W /THRUST BLOCKING '• -i,-. ''.,_ - "••, t T 4. EX. MANHOLE - -_ . � q ` '."...,««.. �-..'\. ""e '``^_.^ .`_•""«.-,_ F i ti i • IM =129 �� 1 Y \'•F. '':'--'---.-,:-::-.----.2 -•� "-� ",-,.. 1 EX'. -__ 520'... 1 -10 "x10 ° x1O" (MJxMJxMJ) , - I ' .... `^�-� ,.,,.w «„� ""'-« �' „� -) CMP - J, 10 OI CL 52 (PUBLIC) \ _ 1 - 10 "z8" REDUCER (MJxMJ) 4 -'�\ �"" ---,, 4 --:-:- -- --"-- -,., \ '-- 1 -10' PLUG (MJ) r4i x - �.-�. "- ,..��""• I ~`'�-•��,�` -.� _ u - ��_ W /THRUST BLOCKING VON I!' CASE" - 24^ -"� "•+. � '^- \"' «`«' "' ,EX- 12" CAAA / ..."" \.,'' T l 7 INbclti6 ..1.,2 `' -''"- ,,.,,,_ « 4 CMP \ 4 j �'^ ~ `^.._..'••"....•«'\"_ -10 "x16 "z16" TAPPING TEE �;� / _ • "-.. . \`,.„, ... .. e. , . " ..,,,.,,,,, --,- - '`. -,.,� - \ , 10" GATE VALVE .(MJxFL) M • . -.,,, \'•`."^ ".•,.'\\` -+.' "_. <p ��W /THRUST BLOCKING x CB R w RIM =95.33 r `D E "`+,'".•.. '.."« `.. «` _ 17p- �.A ) fq \ m ▪ 0 LA INV =9.: JJ 1 (i 1, _ � 9003, 2 (ESA) 1 These plane have been reviewed by the Public ` �` 0 \ Works Dep :rlment for conformai ce with cu rren t 1 Z w � CI) sl ards. Acceptance is bject to errors w - oG ar c ors W hich d o net authI e olations of W ■ do a s : a Ean or ornances. di r I nr ,s la C w A o6 uj f or t e ad of th design s .s : all y w lt o A Z the design Additions, deletio o r revisions to CO , \ "' cr�,, ` : these drawings after this d w ill void th J � • W J 1 acceptance and will require a resubmittal of O �- 1 ) 9 revised drawings for subsequent approval. = � "gs Final acceptance is subject to field inspection ' b ' Y 8 N LAJ the Public W zc col7oawuoo orks utihhe� ynspector. Z zao Date: It{ qG BY /`1 !7 � � Q o D ¢ \ -� x32 ° . n .931 f � i ( X ,D V) W \ ~ O LI (�x 90.6] IY ° ° 39 COTfCf7YICOD , W , 64 5 1 J - ` _- \ 2a; CITY OFETUKWILA _ ... \ \\ ` r q 1,5'' F DATE 04/27/95 ,,, \ \ PERMIT CENTER JOB NO. 997 -002 DRAWING NO" 997 -2C3 x AB 74 SHEET • • e ,E C3 of 6 Leo W --\\ RM 1 110.61 EXIST S$MH N '<' ■\ rn INV =\ 99.41 RIM = -- __ AvOFD CUTTING UNDERGROUND .. \ INV = — -- UTILITY LINES. IT'S COSTLY t 0 ss E l Vail NOTE: EXIST. 15" �j SAWCUT & REPLAC - _ C s • SS S. before you T 2 E RESPONS OTEm ONLY r S • PAVING IN KIND 152ND S . bf TO DERME N` 11111 u w - ----° ' ExIST C EXACT VERTICAL: AND HORIZONTAL LOCATION OF ALL EXISTING uNDEP.- 1 \ ® / DIg• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO 108" PVC \ - REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES CI 40% \r \; \ /\• 1- 800 - 424 -5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. - Y y v 6 JJdJ CALL BEFORE YOU DIG: 1- 800 - 424 -5555 \ ' \\ \ \ --" SANITARY SEWER NOTES UNDERGROUND SERVICE (USA) \� f tr 45 BEND 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE g. ALL SEWER PIPE SHALL CONFORM TO ONE OF THE FOLLOWING • \ \I , J , LATEST EDITION OF THE CITY OF TUKWILA STANDARD SPECIFICATIONS, I N ....pi-RUST BLOCK SPECIFICATIONS: AND WSDO7 /APWA STANDARD SPECIFICATIONS, LATEST EDITION. SSMH RIM = 110 2± n` ` V P s - -- -- A. DUCTILE IRON CLASS 50 ONLY WHERE SPECIFIED ON THE �. � `•'- ; �'(, `rJ` . PLANS) ( it O' I INV iC340 (N) SCHEDULE AND ATTEND APRE- CONSTRUCTION CONFERENCE CITY OF TUK WITH THE ''.1 W I'', W7LA CONSTRUCTION INSPECTION PERSONNEL. IN _ iD3�0 (SE) '�\ B. PVC - CONFORMING TO ASTM D -3034, SDR 35, WITH FITTINGS °OUP, TROJGH IN MH . - AND GASKETS CONFORMING TO CITY OF TUKWILA STANDARDS. '� TO DIRECT FLOW FROM 3. A COPY O TH APPR OVED PLANS MUST BE ON THE JOB SITE j K U ■ \� ° - 2 PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL wHENE NSTRUCTION I IN PROGRESS. o y 3' PRESSURE LINE , 9ALL DUCTILE IRON PIPE SHALHAVE TU WILA CLADDS PIPE o INTO 8 PIPE °1 4. ALL RY SEWER IM PROVEMENTS SHALL BE CONSTRUCTED IN BEDDING. ALL PVC PIPE SHALL HAVE AN APWA CLASS 'F (5 /8 INCH v_ 0 5 .; AC THESE A PPROVED PLANS: ANY DEVIATION FROM MINUS CRUSHED ROCK) FLEXIBLE PIPE BEDDING. ,'_-'6- o s F THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER - AND APPROPRIATE PUBLIC AGENCIES. 10. ALL TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95 " ,�-� \ PERCENT OF THE MAXIMUM DRY DENSITY PER ASTM D- 1557 -70 a \ 5 IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY (MODIFIED PROCTOR); FOR THE FIRST THREE FEET ABOVE THE PIPE. .-- 0_ - ■ THE REMAINING BACKFILL MAY BE TO 90 PERCENT IF NOT IN AN a CONSTRUCTION ACTT VIT7- AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL. TRENCH BACKFILL o O g \ \ EXIST. ROCKERY AND COMPACTION SHALL BE COMPLETED PRIOR TO TESTING LINES FOR - ° w vt N • LEAKAGE. 5 o . S 6 ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE - \_ BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE a �' RECORDS D SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY 11. ALL SFOE SEWER STUBS SHALL BE AMINIMUM 6 INCH DIAMETER AN \ ,./ AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY AND HAVE A MINIMUM SLOPE OF 1 -0 PERCENT. PROPERTY /LOT ( z \° 71 OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF CORNERS AND/OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE v c ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND ESTABLISHED IN THE FIELD PRIOR To ANY SEWER CONSTRUCTION. '" - Av01D ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE SIDE SEWER TEE LOCATIONS STATIONS ARE REFERENCED FROM THE l ie \.,% AFFECTED BY THE IMPLEMENTATION OF THIS PLAN, THE CONTRACTOR NEAREST DOWNSTREAM MANHOLE- THE CONTRACTOR SHALL PROVIDE THE SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1- CITY WITH .ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER These plans have been reviewed by the Public � ' 800- 0424 -5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE LOCATIONS. ALL SIDE SEWERS SHALL BE TESTED AT THE TIME of Works Department for conformance with current _ 7-:,...F.,_.-, OWNER OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE MAIN LINE TESTING. R1 City stan dards. Acceptance Is subject to errors • _ CONTACTED IMMEDIATELY IF A CONFLICT EXISTS an Or '!OnS which do net authorize v1c 3tlons of � ON 7. qLL MANHOLES SHALL BE PER CITY OF TUKWILA STANDARD DETAIL S -3 adopfeC :andards Or ordinances. T hC I . slbllity - �Q,, v, ii b j I WITH ECCENTRIC CONES AND 3/4 INCH SAFETY STEPS. ALL "SHALLOW ^ t F , 5 or the adequacy of the design rests totally with , Q? MANHOLES" SHALL PER CITY OF A STANDARD DETAIL S - 10 ALL 0 5 io zo f 1 T - . � / MANHOLE COVERS SHH ALL BE THE OLYYMPIC MPIC FOUNDRY NO MH 30 (SEE the designer. Additions, deletions or revisions to y ? \ \ ,( STANDARD DETAIL 5 - 13 SOLID LID WITH 1 INCH HOLE, 0 these drawings after this date will void this , 1, - ..,, ` T \,� REPLACE SIDEWALK n' i ,� I EQUAL, AND SHALL READ "SEWER ". ALL MANHOLES OUTSIDE OF SCALE i' = 20' acceptance and will re uire a resubmittal of a y _ ` IN KIND ( 0 PUBLIC RIGHT OF WAY AND NOT LOCATED IN PAVED AREAS SHALL p q d � 2 = ` lit HAVE SOLID LOCKING COVERS. ALL MANHOLES SHALL HAVE A MINIMUM revised drawings for subsequent approval, /77114 �. \'''', \ , \ ° \ I 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND � \ /Y � � INVERT OUT ALL MANHOLE COVERS SHALL NOT BE ADJUSTED TO Final acceptance Is subject to field Inspection by FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. the Public Works utilities inspector. \ vim ! ?ate: Z' ") a` By: 1�4,w�GaJ o \ I f • EXIST 27" SD '\ ti U 9 c m = \ — SOUTFICFMT LR VIEW CONDOMINIUMS o v ,, CONTROL PANEL ENCLOSURE ._ ® - -- - - -... -. - - L A � u EXIST ASPHALT - > m - o _... - __ W ` DRIVEWAY ,.\ _ -. CONTROL PANFI ✓� \ ..... Q qv _ . . , .. _. _.. ' s - - PUMP CONTROLLER SUITABLE IQ7 CO OR TWO ( \ - _ 21 M -3067 SERIES METER v p a // PUMPS, INCLUDING HIGH WATER , , ' • / \ �., "i '� n - e ....)3 Z ALARM (LIGHT & AUDIO ALARMS), NOTFC. - 'Z ++ t��� �} ,. r AND RECEPTACLE FOR EMERGENCY - \ -� 6Fa " '� ^'h+� u•+- 5.. -... A = m 1. THE CONTRACTOR SHALL MAINTAIN FULL -TIME - - - POWER. \ :' 111181® ____ - DURING CONSTRUCTION � � DISCONNECT • SILT FENCE a SERVICE ACCESS TO SOU THCENTER CONDOMINIUMS " �\ _ � L - -- - -Y -- - __- g `� 2 TRAFFIC UBMITTED TO CONTROL THE CITY OF TUK WILLAO BE ' \ L l y '� t I T I ,. y1 W = • • PANEL \ BEFORE R/W CONSTRUCTION CAN START -1 F }�ijamL yy ACCESS HATCH . ! .. I Z a F 4 D. VENT \ �® • G]F q1 K r 1111 w /SCREEN w � R co 135. c0 o o o FF =135.50 I o: W No =n25o BUILDING 2 pp�� z LJ - •• —6 S$ SERVICE ®17. MIN FF 131.G0 . �• W rA 4 ELEV = 103.0, (MATCH GROUND) - - - I 9 1 • _ p { • o r - S S CABLE HOLDERKELLEMS i j IgUr, J �✓ .. I - FLOAT HANGER BRACKET 98'6' P. ®7250% ; Urt tiILA - C EXCESS PiJCLIC JVOR f — TU WIRE FOR I OV UNDER GROUN GARAGE W FUTURE ADJUSTMENT I 3° DI PRESSURE LINE I 1 - e I F m NM ea w 5 t 3 D I RESSURE LINE „�/ 7 . - I m 4' OEFLECTION PER JDIN T. MAX. (GALV. ' 57 - ! �' S J.. - .: o ¢ � � i ,. W ./ s / \ - /2 MINIM VER 4 DEFLECTION °ER JOINT, MAX_ LADDER RUNG$: .. ._..� -s !!R'~�- ?, 1 - ___ _ _ — - CHAIN / � Q` _ - .. r<R7 I r ip 1ROf H �- ° 1 [ _ _ - 1 - ._,��. _ _ , c Lr 0 Z ' GALV. STEEL OR PLASTIC + \ . W O SAFETY STEPS, 1' O.C. - - I i I CL 6 \ FLYGT ENH -10 FLOAT SWITCHES: �C ^\< • - ■ C:' r Et - PUMPS OFF (ELEV. 93. 39) G \ 10' HORIZONTAL e t FR \ ° SEPARATION I., L I' 3 a LEAD - -ON (ELEV.= 95.39) 'F _ \ SSMH 1 -: �' I FF= 115.33 ■ -- -- - - Q J W N - 6 SS SERV!CE� 19, MIN ki5� RIM = 106.51 (MATCH PAVING) -- - l] w - LAG--ON ELEV 95 -59 ' \ \ • A INV = 700.25 N8E ' a CY Sh \ NV = 100.15 (s) ) � 1.'',.) . BUILDI # Y o W — - HIGH WATER ALARM (ELEV.= 95.79) q(t . . ■ rip l_ - • FF =11 �6 " a P W X U \ 1E - 96.15 • 0 \. \ \ o% G - - - -- .l = 8.75 FF= 132. .`n (n = (n •, FF'. O PUMP AND DISCHARGE ELBOW: \ \ I _ -a- - f 50 -6" Pv 9 8 0 ,_ GALV GUIDE RAILS ` L FOLLOW MANUFACTURES SPECS. _ \ \ y t " s.,„ _ ~ USE FLYGT CP STYLE MOUNTING, DUPLEX PUMPS 1 U �. . j r -'- W F- - FLYGT M -3067 SER CENT RIF UGAL PUMP W /2" DISCHARGE (IMPELLER) - \ �.. J 1 W `� 25' TD - H, 15 GPM DESIGN FLOW MINIMUM (CODE 211) \• 1 ,� ' E +f3 _ 2 p W •GROUT SHELF ` - 2' DISCHARGE \ � ' ° - - 1 ' - 7 --- 2 1' WIDE A7 60' ANGLE . - PUMP SHOULD BE CAPABLE OF PUMPING A MINIMUM OF EXIST. CB ` \ �� �" C7 d y AROUND Ei171RE BASE 30GPM FOR PIPE SCOUR \ f 4 ' ?ll -� _ -__ ,• �. - EXACT PUMP CONFIGURATION MUST DE APPROVED BY THE - _ \\ \ �� _ CITY OF TUKWILLA PRIOR TO INSTgLLATION DA _ 1� '--••••.,..-•._ - - r � ; 1/5/96 WET WELL: ELEV =9200 • ++ a' DIA. PRE - CAST - ;i } @� JOB ND. 997 - 002 CONCRETE) \ .: r , ti O v. } u,-,,, - \ • • INV = 9615 ( Li,.., Li,.., StA \ _ lara i _ ," ` "'z' `-- __ DRAWING NO 997 - 2C4 N) �� \ - -. a 3 �+ �,. - SEE DETP. "•�`�. f ■ � �� , a LIFT STATION yam _ H _� � SEE T N.T.S. 6 \ `' _'.1 r C4 or • 4r MINKOMMiNmsiMMNI • 1 M 120 - — - - -- ■ -- a- -- -- -- - - z w F 9. K O Z 2 Y U N r r LL U N o.. F r - N N O I I a H - __ -- — _ _ — _ 0 -1-) W a ' CLEANOUT \ \ : INV. OUT = 113.05 : II a ' \ \ w o :ERG 11 z C • 5 }y a I pso \ _ a s %' f - M • 110 -- ® \ -- -- !Y rjS, , f IUO O \ \ \ 7'. w ow\ • O \\ W . "o IO W .. fo m �® ■ s a 3. •1O• '�$ m J { a Z 'UFT STATION l a Y3 1 INV - 16E1-SAIL W p • -SEE SHEET C4 ' \ y 100 ' City ', E I� F _. z � 9.q W - O A H C . ------ 0 L.J J These L. -- — works Deandans have been reviewed b C7 Partment for Y the Public ce ` s tards. conformance with current a ' fa oms ich d otnot authoribeject to errors p viosflons of r tand hte adz ions ndards wh or ordinances. T he respe ..;, the de q uacy of th n rests iota I 1-- these sig isner' Additi e desi s, g ' Y '.Lh Q drawin c s d eletions or re ilo ;� v 3 c a aft this date will v m revi ac drav ✓in wilt require a resubm t a, lt olf m gs no for subsequent a F o8 F roval. this i nal P,b;Iacc PP CpvVoc s ks subject to field inspection by a Date: ut ilities ins 0 N La La 9- 11t_ 4(, By :,'(7' Recto A 3 90 - — — i!I, -j , i c1'a Q RECE Y O VI �--. - cITY of TUKwILA m Z Q r < c 1 .R J ' 1 Z v) = a , °ERMIT CENTER � M $g V u L . w r • DATUM ELSY AVOID CUTTING UNDERGROUND Z W . 6500 UTilltt ONES. IYS COSTLY /1 � . '....,T '21 o ,r Gail MUTE: of o m I before y Di GROUND UTIU ou EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY DATE 04�27�95 , . 7 IT SHALL BE THE CONTRACTOR'S RESPONS191LITY TO DETERMINE THE i g . EXACT VERTICAL; AND HORIZONTAL LOCAT ON ST ALL EXIST NG UNDER- �B 997 -OO2 Y✓ TES PRIOR TO COMMENCING CONSTRUCTION. NO RE IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN ye HER'cON- THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES DRAVING N0. 997 -2C5 HORRL 1' 2 1- 800- 424 -5555. N0 T SHOWN LL DIG : 1-8 TH 24 55�ER LOCATION. ?§ UNDERGRWND SERVICE (USA) SHEET , C5;.o» 6 WMPIMMW lV�a : . ' ri1N.VANIZED STEEL POST pt. 3/4 TO 3" GRAVEL gs g, cc �' 2'x4" DOUG FIR 15' OR EQUAL a ,., y PRDPEx SILTSTQP FILTER 1 � J � � • FABRIC EQUAL - ♦'ii« . :,,,,i1 40 EXISTING T II- t ° ° +iii ° t L . ✓ BUILDING / - 11- _ S �� p V +i a : p p t z L /1LU �J /_/L/� /� < UL /1LL/L /11 /J eL /J1UL /1 .L NENLY GRADED OR • ®1 % ••i••fI +i+ ,, ±i': 0 v p . p DIsTUReED 9DEr -'.o� :. • : v p 5 o v �� a 1 t . ..-.. "- --- ^....- S L &T -,. ° ' V ... " p' . . p ' . z 0 5 t0 m xn. '} }t " 34'28" . - ,� ' - II - _i: -v'C' • � • • • a n • Q POND SLOPE > . o! • I 149 ,'2- \ \' - ,.".' ---'-'`..^,-.-____ 31 a.,. .•t, � .. � . I I a p C v C . " . v a ° v o v70-.1 W a } `i 'S�7 4 ...'.,..."^ 2.5' .. p. 51 . p . ,c .C°. t • = 20' w .,, .�,,,,,�,,, '^••, ,, ;,,, --'7'71--."--''."--142 y SCALE c c I...-• . -""--7 :r '..._._.,,,,,,. S _ \�. 1" -Y wASN£D ROCK �' j \ ` -.- .,... `"" ti . .,`' \ I OR PEA GRAVEL - 4 4 ®~`� - �._�l` �, t ' . ' ROCK CONE RISER ° LL "ti: ,•_, ""` A •'• .„. . , ,. \ f� - l L N.T.S. w N . a \. �t $ SILT FENCE - I, 20. \ �" f ' \ I HYt '' ;,. '� ;; _ ; . \ L ',� SILT FENCE DETAIL Q s �r a fi \� � 4 { I N.T.S. • o lid- i •, _ • ... ; 111 I y, W / x \ ' ` r is °- , 'S �\ \ �. t 5 \ \ �O / AS RF qo N ! i ■ are -k j •�i f7oo� Mi s f } : � _ ` 1 -f N w r — w.rr e s ' ' �n a ; \ I t . ! .cs __ 2 -, ; t { \' >� b r?7IM ' ) 1 � =is; t t • ,,� ,+ 400001 . ' t a j l 4 _� y 11 y o 1 ti t : / �� •• 0 �� 0 i � 0 i ° i ce y ° i �i 0 0 : � i � �i�i�i�i / .� Y� '. \\t, GRADE AS MU ' '� t s• ~•�•����. •00 *0 41. oil •, ••�•0 ell ** . SITE AS PO SSIBLE t , cm T \TEMPORARY SEDIMEN POND- ! } t *..� N ° /° 0�0. •.•0 ` �:e•: s0 /I' ' 4. 1� • 1 1 1 1 17 1 1 1 1 1 1 1 1 1 1.011 ►' I ' � t �, i ' \ x .i 4.4. ;: •010.000.0 0 .•0►. `\ ` t L \ w m R= 25' MIN ��1 .: �1 11 1 1.1 m r FOUND t" IP \ x e. �"•.�. \} I _ f I ' . I x N / 1 1 ����i�� � Ilf j O '.05 Oil 0.37' NORTH ' ,.� i t t \ \ ��,11�n1�� x o 0,7' EAST 7 m1 ., , `•\ I ®111,111 € cv ... 12" MIN O a U a N 88'33\. ' _ .� - - r � ® =/�� I '. ° ° \ 4 ° -8 QUARRY SPALLS .' W o 4 - �.' �irfnoal� a ° PROVIDE FULL WIDTH W °i — Nil. TEMPORARt,, -_ ,, . } ° R g J: - � �' ; SEDIMENT \ '� \ OF INGRESS /EGRESS AREA ii ° t t . \ `t I �•.,� \.. POND 1 . R CONE ij // ���r'� l v " I R OCKED CONSTRUCTION ENTRANCE O r '''.', --''''-'- -' .!;t7.411 \ 1000.''20.00: ' / ` .. TE _ I W M. a `•ti ke• 2\:\.. \' lief '._ my z ' 1 , k j w , m F7UPiDpn MON FOUND " IP .•::••: i REF- ROS V.7i /FG t 0.73' NOR>�,` 1TD :.� . - , x t t :1_ \ t 0. NORTn \. 0.69' WEST x∎•••40 C• ;; l .., \ - - >t r . . q t \ — ' 0 38' E AST \ ! • •OA T . . ma y, \ y II ' I \ 1, 0 \ } �_ w i I 9 -\ � % \ d ® k 5 ORM i ?, - — _ ' 5` ,. ,„Y " "" Ls #1133z •N .11 ':• "")11116 \ �, \ + '\ CB.. '- ".5R MI ''' " �'- N. ., r q -\ t TYPICaI PLACES I I • \ \, C ur � ,,,.. ",•- k..,,, E �' ' ROAp `` """ '•-.•.` I CONSTRUCT TEMPORARY y \- --. ,... . . , .. .., ,, r .....,", .,, -;, Y .,'^'_„M1, , . Y , v , • ROCKED CONSTRUCTION / �Y4 ` _, ^ 5 3 ENTRANCE -SEE DETAI IN cAS � . ..\ .,� ,, ti- .,,,,• , , L ; ` \ 4 CBST.• £X C ""- _ • l ,., -_, 4 , ...•.. w,.. ^ -•"^'. '� ° '•W • \ ---"•.�,_-_ , 7 W z A j ,::::'-• - ,__ :- -,•..., These plans have been reviewed by the Public Q r Q' 1 °` ._.,_° Works Department for conformance with current z J City standards. Acceptance is subject to errors D �' r Z \ and omissions which do not authorize violations of l' \ 0p adopted standards or ordinances. The responsibility y = j • 1 may- for the adequacy of th design rests totally with Y & V) V) - '° `' the designer. Additions deletions or revisions to Z L. J c� t d rawings after t date will void this < F o7N acceptance a nd w ill requ a resubmittal of z F j e revised drawings for subsequent approval. -- Final acceptance is subject to field inspection by y u the Public Works utilities ns actor. u L . , i . , \ \ � .�x. • corro,,.000 Date: By: j \ /' R � .. A, 69'x2.76, DATE 04/27/45 .JOB PIO. 997 -,0 \ � .. a a w rtonn0a° CIE E01EIV:KNDI, fi��7a TILA 02 a Q 99f DRAWING NO. 997 - <2C6 . ° PERMIT f TER .. 1 \ MON IN CASE SHEET z C6 of 6 _.. -_ CORRJSION PREVENTATIVE LL THE STRESSING SEQUENCE SHALL BE AS FOLOkS LL I�A'E ENSILE STRENGTH OF 2 G K51 5 • tF , - ,: 5? . LL PR`_STF:ESSING STEEL SHALL BE STRESSED Br MEANS OF FTC NOTE. SEE 57Rt:CTURAL. UCX.LrtEniT -,. -- -- '- - - - -^- Ic L..._ - E` r - _ 1" r" N R 7�RC571 Ni IN -. -- -- - - - __ - = DRALLI_ JACKS EQUIPPED WITH CALIBRATED NYDRALIL'C PRESSURE FOR DJI tONAL RtINFOR'_Er E \T .y LEE, ANC CAP T O BE PI A,E - ' T' >r,C , r ,, BE I J'u R_ _Ow RrL4XAT! N STRAND AAGES, TO PERMIT THE STRESS IN THE PRESTRESSING STEEL TO BE , 2 r - -- ANCHORAGE n ENC AFTER REr7t,VAL OF ,PL r GRO ET AND FR k .S v REQUIRE srRes w uas o uREC USE sP lr suenrumu F • R I S D CONCRETE 7 AIll�FACTL;RED IN ACCORDANCE tJITH �OMPUTED AT ANY TIME A CAi_IBRATION CHART SHALL ACCOMPANY EACH rIIN. j xq TaB coNr. SPLIT EcGE FoRn IAND POLYETHYLENE TAPE Or; ANT ExP,5EC A.. - rE :s.NC. nN_ 1INn^ AM AIi ND FREE FR i ORRJ_ION HAVING A GUARANTEED _ACK AND GAUGE COMBINATION - SLEEVE i 'CABLE �I. r ,TA, r, :I -� EEVE - - DIAMETER I!2" T `\" TAPE END TO PREY C ,, - . I - - -- T 4 N INAI 0153 SO IN 5.4I _ I ) aPE EN O PREVry c BANDED JI ARS STRESS ALL UNIFORM TENDONS, S RESS ALL p� t . CONCRE INTRUSION ��r p ! CONCRETE TO P I0 i I =3 NO!`.:NAL AREA - c BANDED TENDONS. _ _ le LI M rULL!S' F EL45F TTY _ 23,v'00 k: i 7F' - -- - U IM4TE R CJG`H q: 3 KIPS 5 4 2 STRESS ALL BEAM TENDONS, STRESS ALL UNIFORM Imo - I �F 3J .G KIPS_ �, it TENDONS, ..".." MAX I EM r JRAR FORCE A NAL E N )ROE �P' KIP'-' OF C D _' C I - IAIR BOTTOC'I BAR ` =�` ` p STRA I CH, C' .4 TeB CONT I AND C HAR AR uq T! CONE ~ • p APPLICABLE). C II F NAL EFF VE FORCE 26.8 KIPS 5 q 3 SEONENYF 51 ARS: STRESS 50% OF TENDONS IN LONGEST _ ND 15 :-OF ED HITH A. !BRICAT'NG DIRECTION (EVERY OTHER TENDON) `- ��•��'� /-� I �� r �� �� "�- ��'� -�'; � GREASE MEETING PT! RECOMMENDATIONS AND ENCASED IN A SNORTER DIRECTION (OPF'OSITTE F FIRST TENDONS), STRESS STRESS 50% OF TENDONS IN J �- - ` _ ! . CONTINUOUSL Y EXTRUDED SEAMLESS, POLYETHYLENE PLASTIC SHEATHING REMAINDER OF TENDONS IN FIRST DIRECTION AND THEN ANCHORAGE NAIt_E� SPLIT PLASTIC GRGMn"eT ANCHORAGE NAILED - O EDGE FORM 70 EDGE FORM REtS� 1-LA��T,<. 0 • q0 MILS "IINIMU!7 THICKNESS TORN OR DAMAGED SHEA:! -INS SHALL REMAINDER OF TENDONS IN SECOND GROUP_ GR :nr Er BE R 55 .INE- PRDFFDURE FOR STRESSING SHAI I BE AS F01.1 OIL DEAD END ANCHORAGE INTERMEDIATE STRESSING ANCHORAGE STRESSING ANCHORAGE 1 3 TOTAL ELONGATIONS SHALL E' BASED UPON 6.51 REMOVE GROMMETS AT STRESSING ENDS AND SQLLECT FOR RE -USE. _ I SLAB P x = 2.3.A x (I x 12E C3 ' OF TENDON LENGTH INSPECT THE CASTING TAPER VOID TO INSURE THAT CEMENT PASTE -1 �' A ,, E 0 153 X 28,000 OR OTHER DEBRIS IS NOT PRESENT IN ANCHORAGE. REMOVE IF ! II THICK OR MORE - 4'f d) 1 l PRESENT AN(~ +ORACLE _ _ _� -.� _ _. -� _ 2.I A IN L ANCHORING HARDWARE SHALL MEET THE r11NIOUM REQUIREMENT= SET 5'.5.2 REMOVE EXCESS GREASE AND DIRT FROM STRAND TAIL BY USING P IRAN , FORTH H IN AC' B!,IL D!NG CODE REQUIREMENTS FOR REINFORCED RAGS IT IS NOT NECESSARY TO THOROUGHLY CLEAN THE TAILS -- ' T 5 - U W 2 5 J875" a C_NCRE`E (ACl -83, CHAPTER i6)_ GF G O NLY TO R EMOVE EXCE SURFACE MATERIALS. (TIE OECLIREL N LAC`1 C ..I STRESSING A I ENDS._ 5 5 3 INSERT WEDGES SIDE -BY -SIDE, BY HAND INTO EACH ANCHOR GENERAL TECHNOLOGIES ENCAPSULATED CASTING, 15 WEDGES, 5. 5 4 PUT A PAINT MARK ON EACH STRAND AT THE SLAB EDGE OR AT I L , T PL45TIC GROMME SLEEVE AND A GREASED FILLED END CAP . A FIXED DISTANCE FROM THE EDGE OF THE SLAB. STANDARD t u,AiR _ 2.1 INTERMEDIATE STRESSING ENDS. O 5.5 5 STRESS TENDONS TO 33 KIPS (6860 GAUGE PRESSURE). SEE TENDON LAYOUT FOR CIMENS:OWS - I A A r t 7 A WTI, s4 SUPPORT .T Z I G F ENERAL TECHNOLOGIES ENCAPSULATED CASTING, 1. HEDGES, .5 .6 PERMANENTLY SEAT THE WEDGES IN THE ANCHORAGE USING THE STAGGER DEAD END ANCHORS' I __ b uli II m , a SU P SPLIT GROMMETS. 2 SLEEVES AND A GREASED FILLED END CAP HYDRAULIC SEATING DEVICE BUILT INTO THE RAM. SUPPORT EARS AI. BAR IF MORE THAN 2 ARE PLACEC��I\ %..., � I' "T C�i _ E(J FEET I vo 5,5 7 REMOVE THE STRESSING RAM. SEE PLAN FOR LOCATION DTI t , _ f ___ i E FIXED ENDS_ ..5.6 MEASURE FINAL ELONGATION AND RECORD. i� J '�/ i �_ ( '> GENERAL TECHNOLOGIES ENCAPSULATED CASTING, I 5 WEDGES, - -��- THE RATE ELON ELONGATION OPERATION SHALE SI CONDUCTED 50 THAT E SEE SUPPORT FLAN X =;I7F i - L 3X, SLEEVE AND A GREASED FILLED END CAP ACCURATE ELONGATION OF THE PRESTRESSING STEEL CAN BE RECORDED x1 S 5 �` TErdG'ON FABRICATION AND COMPARED WITH CALCULATED ELONGATIONS. RECORDS SHALL BE __ KEPT OF ALL JACKING FORCES AND ELONGATIONS AND SUBMITTED �/ L-J '"I'i' ? WEDGES TYPIC A SUPPCF Q 1 'J R a I TENDONS SHALL BE FABRICATED TO PRE DETERMINED LENGTH AS SHOWN PROMPTLY TO THE STRUCTURAL ENGINEER FOR N REVIEFI. IF (3 II I . L ADD ED STRANDS ARE GROUPED GW S ON THE PLACING DRAWINGS THE LENGTH SHALL BE SUFFICIENT TO INCONSISTENCIES EXCEEDING i7% OCCUR BETWEEN CALCULATED AND �Al a A -LOFT A MINIMUM OF 12 INCHES AT EACH STRESSING END MEASURED ELONGATION, THE CAUSE OF THE INCONSISTENCY SHALL BE WITH CONTINUOUS STRANDS 44 TEE - -- I I ?' MIN I — -� 3 > TENDONS WHICH ARE STRESSED FROM ONE END ONLY SHALL HAVE DETERMINED AND RESOLVED. L I p f D CANJC FIXED -END ANCHORAGES ATTACHED PRIOR TO SHIPMENT. TENDONS WHICH F 7 TENDONS STRESSED FROM ONE END ONLY SHALL BE 50 INDICATED ON THE U TIE SI CJF'.ELY Il LAC ARE INTE STRESSED SHALL HAVE THE INTERMEDIATE PLACING DRAWINGS. TENDONS THAT ARE STRESSED FROM BOTH END /, O + ANCHORAGE (S) PLACED BEHIND THE FIXED ANCHORAGE, OR WITH NO NEED NOT BE STRESSED FROM BOTH ENDS SIMULTANEOUSLY THESE F- FIXED -END ANCHORAGE, PLACED NEAR THE END OF THE TENDON COIL. x4 Tt8 �j i. % __ - TENDONS MAY HAVE MORE ELONGATION AT ONE END THAN THE OPPOSITE - ` ; -l-- , O. &JL -1 " ty 3 TENDONS SHALL BE CLEARLY IDENTIFIED BY COLOR CODE AS CALLED END ELONGATIONS FROM BOTH ENDS ARE ADDED AND THAT TOTAL � 1{ OJT ON THE PLACING DRAWINGS FOR EASE OF INSTALLATION. COLOR COMPARED TO THE CALCULATED ELONGATION SHOWN_ o � ^ \ �- -_ m G CODE SHALL BE MARKED ON THE FIXED - END ANCHORAGE CASTINGS OR ; g SAFE OPERATING PROCEDURES SHOULD ALWAYS BE FOLLOWED: / /��� SUPPORT BAR AND CHAIR ~ �' n h ' - ON THE STRAND SNEATNI�1G. 5 8. I READ CAUTION LABELS ON EQUIPMENT. ,lS�. { S SUPPORT FLAN FOR SIZE 3 4 EACH TENDON SHIPMENT SHALL BE ACCOMPANIED BY A TENDON 5 S 2 DO NOT ALTER ANY EQUIPMENT SUPPLIED BY PTC. ANT / + FABRICATION ORDER INDICATING THE NUMBER OF TENDONS, THEIR DEFECTIVE PARTS ARE TO BE REPLACED ONLY BY QUALIFIED PTC SLAB BOLSTER � ' 'g LENGTH COLOR CODE AND QUANTITY OF ANCHORS, WEDGES CROM :El`S PERSONNEL USING PTC SUPPLIED PARTS UNLESS INSTRUCTED ApDED STRANDS la SLEEVE, END CAPS AND SUPPORT CHAIRS (WHERE APPLICABLE) SHIPPED OTHERWISE BY PTC. THIS INCLUDES THE COMPLETE TENSIONING ENCAPSULATED f' NIS HOR STRAND SUPPORTS 1• < u 3 5 TENDONS WILL BE FABRICATED !N SUCH SEQUENCE AND QUANTITY AS TO UNIT INCLUDING PUMP, HOSES, FITTINGS, JACKS, COUPLERS - > A! LQHI SNIPPING IN FULL TRUCKLOADS. UPON ARRIVAL, PURCHASER AND GAUGES SHALL INSPECT THE SHIPMENT PRIOR TO UNLOADING AND SHALL NOTE F_, 83 WHEN EQUIPMENT IS BEING MOVED BETWEEN FLOORS OR ADJACENT GRID T h ANY DAMAGE OR QUANTITY VARIATIONS ON THE CARRIER'S BILL OF POURS BY MEANS OF HOISTING EQUIPMENT GAUGES SHOULD BE LADING. PTC SHALL NAVE NO LIABILITY WHATSOEVER WITH RESPECT 7C) REMOVED AND HAND CARRIED DO NOT ATTEMPT TO TRANSPORT 5' O TI I - ?" 1' 1'-6" Z Z N n ANY DAMAGE OR VARIATIONS NOT SO NOTED. EQUIPMENT WHILE GAUGE IS STILL ATTACHED TO PUMP UNIT. 36 PURCHASER SHALL PROPERLY UNLOAD TENDONS. THE USE OF A NYLON SEALING ANCHORAGE BLOCKOUTS L ENGT H OF TRANISITION CURJE S F AIGNTI STRAIGHT PROFILE_ C SLING IS RECOMMENDED FOR UNLOADING TENDONS TO PREVENT DAMAGE 70 �4 Tfi COh(T. THE SHEATHING. PURCHASER SHALL SATISFACTORILY PROTECT TENDONS AFTER STRESSING IS COMPLETED, ELONGATIONS VERIFIED, AND � DISTRIBUTED TENDONS AND OTHER MATERIALS AT THE JOBSITE FROM CORROSION AND OTHER TRUCTURAL ENGINEER HAS GIVEN APPROVAL CUT OFF EXCESS TENDON A /I _^ / BANDED REND Z STRAND APPROXIMATELY ONE INCH AWAY FROM THE FACE OF THE - ® ( � \ ANCHORAGE CAP THE ANCHORAGE WITH A GREASED FILLED PLASTIC F° TE PRIOR C PLACEiENT. � ) - + , 1� � rail >_ U) n TEhJON PLkCEr1ENT - .END CAP - 4.1 LOCATE THE CENTER LINES OF THE BUNDLES AT THE EDGE FORMS AS , : A BONDING AGENT ANCHORAGE BE APPLIED TO BLOCKOUT AND ANCHORAGE. . 'g �'. / a! SANDED TENDONS a• SHOWN ON THE PLACING DRAWINGS_ LOCATE A.ND MARK: THE INDIVIDUAL T THE EXPOSED ANCHORAGE BLOCKOUT SHOULD BE FILLED. IT IS SUPPORT BARS ANCHORAGE CENTERLINES AT STRESSING ENDS THE CONTRACTOR SHALL SUGGESTED THAT ANON- METALLIC NON - SHRINK: EPDXY M'X BE USED it _ PLACE IV DIAMETER HOLES IN THE EDGE FORMS. AT INTERMEDIATE - FOR THIS PURPOSE. (SEE SUPPORT PLAN) PLACE ANCHORAG • STRESSING JOINTS, NOTCHED OR SPLIT FORMS SHALL BE PROVIDED TO M1SCELLA.NEOUS VERTICALLY t8 SUPPORT BAR 'I T — REINFORf:ING BARS PER' ®� 4' -6" MAX BETWEEN _HAIRS. ALL -� REBAR BY OTHERS STRUCTURAL CRALTINGE FACILITATE TENDON PLACING 7.1 ALL THE EQUIPMENT USED FOR HANDLING AND PLACING TENDONS MUST FLARE AT AN! HORA GES 3" O C MIN q? AT STRESSING ENDS NAIL ANCHORAGES WITH GROMMETS SECURELY NOT DAMAGE OR DETERIORA THE PRESTRESSING STEEL OR. THE t ,, t� IN PLACE TO AG BACK-UP EDGE BAR USING RING SHANK NAILS. I ANCHORAGES. £• S ALONG EDGES OF SLAB, INTERMEDIATE 7 2 BURNING AND WELDING It T YPICAL C.C?LUMN CAF'' � 5 s,� c b, 4 THE VICINITY OF THE TENDONS IS 4 3 LAY BOTTOM re � 4 y ` yJ w. STRESSING JOINTS AND ADDED TENDON FI ENDS DISCOURAGED. CARE MUST BE TAKEN TO INSURE THAT TENDONS ARE NOT -- 5 � '- 4.4 PLACE SUPPORT BARS AND TENDONS ACCORDING TO PTC PLACING SUBJECT TO HIGH TEMPERATURES, WELDING SPARKS OR GROUND a �g' DRAWINGS- REVIEW DETAILS AND NOTES ADDED PLACING SEQUENCE IN CURRENTS. tPl -I S 2 ▪ . g CRITICAL AREAS. PLACEMENT OF REBAR MUST BE COORDINATED WITH 7 3 FTC PLACING DRAWINGS ARE INTENDED FOR TENDON AND SUPPORT BAR r s 3 fi ▪ § PLACEMENT OF TENDONS- IN CASE OF CONFLICT, TENDON LOCATION PLACEMENT ONLY. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR GOVERNS. EXACT LCC.ATION OF EDGE FORMS OPENING CHANGES OF LEVEL AND 4 5 IF JOBS'TE CONDITIONS WARRANT THE LOCATION OF THE FIXED END FINAL FINISHED CONCRETE ELEVATIONS OF SLABS AND BEAMS. MIN. d) ANCHORAGE END ANCHORAGE. M MAY A (Wail BE RE approval From Engineer record) THE STRESSING 7 q ALL INSERTS FOR SUSPENDED MECHANICAL AND ARCHITECTURAL WORK —� MUST BE CAST-IN-PLACE. IF ADDITIONAL FASTENERS ARE REQUIRED, r Y REVERSED I �ITN THE LOCAT ICNJ OF T _ _ as p e" 4_C, A PLA SEQUENCE OF TENDONS VARIES WITH THE TYPE OF POWER- DRIVEN FASTENERS WILL BE PERMITTED ONLY WHERE' THEY WILL cv I STRUCTURE ALWAYS REVIEW DETAILS AND NOTES FOR SPECIAL NOT SPALL THE CONCRETE AND NOT DAMAGE THE TENDONS. CONTRACTORS p • CONDITIONS. FOR TYPICAL STRUCTURES THE SEQUENCE IS AS FOLLOWS: MUST LOCATE TENDONS AT THE SURFACE OF THE SLAB BEFORE DRIVING 4. BANDED GI AP: PLACE UNIFORM TENDONS OVER CENTERLINE OF FASTENERS __ j i � -- � \ COLUMNS. PLACE ALL BANDED TENDONS PLACE REMAINDER ( 75 ALL ROCKETS AND CLOSURE STR''PS REQUIRED FOR ANCHORAGES MUST BE ry 1 }\ III ( Z UNIFORM TENDONS ADEQUATELY REINFORCED SO AS NOT TO DECREASE THE STRENGTH OF THE ° -• _ T I C Li PLACE ONE -WA'' BEAM i AND SI_A3- ALACE ALL BEAM TENDONS PLACE STRUCTURE �"', / 4.6.2 C (1 U��� ` �.. F ALL 'UNIFORM TENDONS PLACE TEMPERATURE TEND IDONS. F APPLICABLE) W 4.6.3 _SFTENDON OIFNCE SI A FOLLOW SEOIENCE NUMBERS AS DESCRIBED ON 2 rs4 EXTEND I' - O' BEYOND BAND ti) Y, . 111 LAYOUT . lam 4, TENDON PLACING PROCEDURES ARE AS FOLLOW_>_ M K BY ENGINEER TRI 1 REINFORC AS PROVIDED I BANDED TENDON ANCHORAGE REINF. V ) H. G !!! 0 �� ((1) 4 7 UNCOIL ENDONS IN ACCORDANCE WITH THE APPROPRIATE TENDO P T-) • — ` _ SEQUENCE ABOVE STARTING AT FIXED ENDS. _ Q q 7 2 TIE FIXED ENDS AS SHOWN CAP ANCHOR WITH GREASED FILLE(AF a _ _- Z ° 4 7, 3 AT STRESSING ENDS REMOVE SHEATHING FLUSH WITH BACK SIC OF ANCHORAGE CASTING THE LENGTH FROM INSIDE FACE OF Mil / L--CON STRAND I . EDGE FORM TO STRAND END MUST BE AT LEAST 12 INCHES. S TENDONS THRU ANCHORAGES ' 7 4 7 4 AT INTERMEDIA STRESSING JOINTS, SLIDE ANCHORAGE I L � I L Z 1 I CASTING TO A JOINT LOCATION REMOVE JUST MA, E eo ENOUGH SHEATHING HIND TO O INSURE PROPER STRESSING. C OF TUK (�J NILA - SHEATHING CAN REMAIN IN ANCHORAGE CASTING G PLACE E O d 3" CLEAR MA`I 0 1 19 I.LI (f) 3 THRU EDGE FORM AND NAIL ANCHORAGE CASTING AND SPLIT ///��� nn GROMMETS AGAINST THE INSIDE. PLAN VIEW AT OPENINGS PERMIT CENTER z a \! , 4.3 LAY TOP BACK -UP BARS ALONG EDGES OF SLAB, INTERMEDIATE Z V (� STRESSING JOINTS AND ADDED TENDON FIXED EN IE B077O1 � TOF BACK -UP BARS TO ANCHORAGES OR TENDONS AS SHOWN. uR°ER °v AIR UP SUPPORT BARS ACCORDING TO TENDON PROFILES SHOWN.�� AROUND OPENI CHAIR _D-.�.,,,.,, , ., I T, .,.,,, A NCHORAGEED rl C PLACE I uv LETS N WI T GS AS S JI SHOWN n N FOR UNIFORM CURVES TENDONS ES A". PLACE ONE R ° u.w B. Y °g AT EACH INTERSECTION OF TENDON 'ROUT AND BAR FOR BANDED LEGEND ET ECK '0'7 y L 4-O TENDONS PLACE ONE CHAIR AT EVERY OTHER INTERSECTION OF TEJ tl^'' j2 y %r a^ x� 2Y GROUP AND BAR ('UNLESS NOTED OTHERWISE ON PLACEMENT DRAW' NS 8 BR + Ao, TIE CHAIR TENDON GROUP AND BAR TOGETHER. BEAM TENDONS S SINGLE STRAND v r �'t- ' y r BE TIED AILS TLY TO BEAM SUPPORT BARS IN BUNDLES AS SHOWN _ TWO STRANDS BUNDLED BEAM DETAILS. - PTA_ P pRAW'N r t 4 c _,,, THREE STRANDS BUNDLED TENDON STRESSING, a'. g I. t del Ic ; FOUR STRANDS BUNDLED ANAL 4 �' i q 3 v4 TN, e pr Erred f 0 e 16, \4;4 0 x 5.1 THE STRESSING OPERATION MUST BE UNDER TOE IMMEDIATE CONTUF FIVE STRANDS BUNDLED -� t r t t" I J a pony,. t PTC Y t ,"x- ° � ;yoNAt A PERSON EXPERIENCED IN THIS HIS TYPE OF WORK. THIS PERSON ML - ' e,e to C t pr p,T t �3� ° r° z1L76 MAINTA A CLOSE CHECK AND RIGID CONTROL OF ALL OPERATIONS 1 STRANDS DEAD -ENDED sold d.� d t e sd PTC DIx.Lalns ANT SI RESS'NG ENO ABIL 1 f r L TFe Gr:p or sea of o P-C enploree L '-'" -- '2 96 J 2 TUE S UND EING MUST N CONDITIONS, COMMENCE UNTILEENNTESTED AND TE TAND iN , t- ADDED STRAND he Ix , , D,,,,,,,. D,,,,,,,. tx-torts only to Cite thorns, of THAT THE CONCRRETE ETE H CURED TINDER - CO SS_ ATTUINEL L - rec ed 5y the E` <rq-eer of record a^ the JO 96 0 �h 3 -09 HAVE BEEN TES THE STRENGTH CALLED FOOR R HE SLAB EDGE STRUCTURAL DRAWINJGS. u,l de d Nq t to EX odegrocy of the It aI e dde N,1 , EXPRF DR de by IMPLIED, FT — 1 e m-�ao .ne . xr. of des, , mode by t ,: tw f :n, a,cn stUnp o! .,r cL 14 NOTE,: f ' ' (,1 T_____ r S B. S ELAN BOLSTER 2 Y , ► {Q \�I / i C. S. CENTER STRAND3, SP. STRAIGHTPROFILEUNO. =UNLESS NOTED OTHERUiiSE5. HEIGHTS 51401N ARE CHAIR SIZES CUNO. 1 6. ALL CHAIR SIZES ARE FROM BOTTOM OF SLAB (UNO I. IF SPACING BETUEEN SUPPORTS IS NOT SPECIFIED, DIVIDE 16' - I9' - 16 e'' I ,� DISTANCE BETU.EEN HIGH POINTS INTO AN EvEN NUMBER OF } - m a I a -- = EQUAL SPACES 5 6. AT SLAB EDGE PLACE ALL ANCHORS AT MID - DEPTH. _. --i v.. 1 ` /g' g• o��_4• g'_g' - _g •. 11 "4 $ CHAIRS REOIUIRED AT ALL INTERSECTIONS OF DISTRIBUTED i ` t I ' !{ , I g • - @ ON GROUPS AND SUPPORT BAR5 N O 10 . TEND CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL BE ,a, - I -1 SPACED NOT MORE THAN 2' -0' O. G., TWO CHAIR MINIMUM. - CD I t 1 ' !1. • INDICATES HEIGHT FROM BOTTOM OF THICKENED SLAB OR c ,. IL 1 — ti! BEAM TO BOTTOM OF STRAND. I d5 < 7 x F- 'v x F- 12. SEE SHEETS P5I,P52 a PT -I FOR ADDITIONAL_ NOTES AND } , : ,: C, 73 W V - - - _ — ° _ � 3 DETAILS. I 0� 12 _ 888 IN 11 p ,, ..' ',- _ ,,,, .k, � - -� A, I < i -iimiimi -- u E.- - =1 - � II> I I I Iii U 2 a 8 n — I_ 14 _ I � (� L L J` H i I 1 p i 0 ,1 z I I? z f ' _ a J - ��I W 1 ..,_ ..._.„ , I- m x'1111 s i I 1 0 ..., _ . 1 'i - O __ 41- 1 O 1► !I q ` II I i i C 4 1 1 4 , ', g,ri,, I II ` �`° " 1 _ 1 !I - IIII III = � _ � i m , ,a I . III H u $' I III Iii c t - a a o -- 4 , s 1 - �, x 0 f I i — -- ,1. a [Ii 1 11 1/ W �) N , 1 T tr p 1 I u ' i , , L O - - ry . u L J L J L – J J. v: 1 II ■ a N 1 n1 p �l -r! . m 1 - - -- Q _ , O `` fn) o@ tl 1) w mW VJ� W — 1 — _ J1 ,I x I- __— ---- ---- t LL 1 14 o j4 6 0 °- o = g38, ( 1 30 x 4a6' -0' - a =3%,' RED-YELL 46.' ' OW @ j 24, x 4 0' o =35% I R: RED= GEEI 14 x 109 - =8s ► 1 I RED -GR I W z Z 20x49' 0 ' -0 =3 a' _ f r(1� — n , - D -ORANGE RED -WHITE X 14 x 46' 0'- o =3s% I - V __.d x w I I RED-GREEN 't..) m [a 1 10 x 52 ' -0'- o =4' �E_D BROUj' ��RED-BROWN i 9 x 43'-0' - A_ 33�a' w /, 4 D I 1 RED -SLUE lL �- (S) - 22' -2 1/2° ^+ - 26'-6' I 16' -0' # —__ - - -- 153' -6. REC /TERR4CE ;; EL,I31 i ($ %. AS H j TENDON LAYOUT PLAN , , :f — I 1 SCALE: i = I' -0' -_— _ ti 33 .139 � Fy�6A'� 7 QVAL IIX l 01 N CITY RECOF T^f ENUMED 11A j EXPIRES 12/26/1996 ] /\ \ / \\ May Q 1 1996 JOB" 96- 03 -006 PERMIT CENTER FT -2 Q NOTES -- �� O °� I SB. =SLAB / 2 C•G S.. CENTER OF STRAND. ' SP . STRAIGHT PROFILE. ! 4. UNO.. UNLESS NOTED OTHERWISE. I i 5. HEIGHTS SHOWN ARE CHAIR SIZES (UNO.'. Z 6, ALL CHAIR SIZES ARE FROM BOTTOM OF SLAB (LINO 1 O 1 IF SPACING BETWEEN SUPPORTS IS NOT SPECIFIED, DIVIDE j � — 5:I-0' I ii DISTANCE BETWEEN HIGH POINTS INTO AN EVEN NUMBER OF t- - - ACES. ■ I i I 8 AT SLAB EDGE PLACE ALL ANCHORS AT MID - DEPTH. _� J I 1 - L I 16'-O' 1 ` 15 I SECTIONS OF DISTRIBUTED I 16 9 CHAIRS REQUIRED AT ALL INTER TENDON GROUPS AND SUPPORT BARS. V) - I , ' I 0 CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL Bc --L 1 - 1/8' ' I 5' - 8' - .8' 8 ' SPACED NOT MORE THAN 2' -0' O TWO CHAIR MINIMUM.. %: I - ^ - r" - 1 1 .L • INDICATES HEIGHT FROM BOTTOM OF THICKENED OR �) 6 spcs a 2' -10'4' 1 8' 8' - 6 6 s 2' 10'x.' BEAM TO BOTTOM OF STR , J I r6 +- -�} 4 s 2 - 4 s 2' - I'4' 12. SEE SHEETS PSI PS2 4 PT - FOR ADDITIONAL NOTES AND cL '> ♦ 4cga 4cq 1 �1 4c DETAILS. v o s, 9 9 N 2� �\ Y/ 4 9 0 d 21 // • 1 , ,, 2 U / \ U N m ,0 at P V Q Ili 14, 9 2 1 1 , m \ mo d m \ % \ 1 A 01 1 11/ # 1 2 - u _4 a m1 t to ( i d N !� m \, 11 \ tt @ g 2 2 �a1 2 2g •v 4 : 4- - - L - j C._ _ 3i I 4191 6 a =gs 4 r / — __ 6 4 cgs � � 2 � z -={— -11-151 / i� O t b l II z IIb S m r 3/ b /a9b. �i O J5T___ _______ It m 1 2 1 0 Q EE 311/2. 4i, 41124 3 ,' t1 6'4 cgs 1 ` - 6 Cgs . $Ij a. W 43/n � ?4 4 %n_ 4/i p i r 67 \ \ N c�'� fTl ♦1♦� N \ 0 ® .,, 1 3/4 1, /d -1,1 -4 , o 3 34 3 3 A! w t l h S 4 4.4 43 { 1-- ;_ I gs O Q A A r ' H a 5C 1 p 5c es 5 G 2 �: /, 1 !2 4 / 4 t/s 2 T< 2 sr =t _" j pi 1 1 1 I I .4- gr ,B3 e F----.3,t. 9 3j' 3) 9 3/ 1 I 3j I b ti" ' 3/ 9 N 8tsR � 1 V i A (V� �n� _ ILI� j 'R N � < F� V � V N V LO II� ('tl N� to -di (V _ N to � '�� .,21 „� ,11 I �Oyp90_� O 4 f 4 4t/2 4 /2 4 /2 41 2 4' ? r - I I - � / \ 'f_ 1 8'/ c g 5 4 11. I — / 4C g 5 t I, 0 83/ c 1 83 /4c i /4 G g . . ' - 83.'4 c g s f 1 '_ —_._ 0 a ___ so TTT J II / .' W tn SI /2 4 � 2 5t ' 4 41 _s 4 /a 51 n( T� Z I L 31 / n 3i / ti l C T a _1 � V 2 '4sb 2 2144 - Q C 1 T)O- W Z 2 I 2 0 3i 3� 3i/2 21'2 � 9 � ry i 9 , T a \ ry 3 N Li i r, a o 2 \ 'm V CO �i11 , "� 1' m c 2 t N 7 to 2 . Ih I r0 fli N N _ - - « _. 61 _ -_.__ _.._ -.'- '� -' in s Stags 5 � / 5cis E' gs 5 9 gs 5dgs ( © \ . ) IL 6 spcs m 3' -8'� >_ 8 spcs a 3 �' 6 epce s a'- __y ,�,, _6 acs m 3 'O' _._ I _. _. 'o s C- s - .._ � \ Ili l 6 epos s 3' -2i4' • 4 spcs ® 4' -0' 6 spcs ®2' -9'a' j, s e r\ ~ it j 22'-2 1/2' 26' 6' 16 0' cr) _ - -- : 153 -6 -- _ ____ - ._�. 4...) ' l ! Wj 1 CL cn (I) 1 — REC /TERRACE SLAB EL.13 I t n SUPPORT BAR PLAN v Iv 1 m n W a • SCALE: '8 . ,-0. `.. r T3,1S9 \ RECEI oo � i -9L EXPIRES 2/26/1996 J MAY 0 1 1996 / PERM CENTER .101:3° 56-03 -006 FT — 3 NOTES: Item I. H- & - SLAB BOLSTER 2 C.C.S:. CENTER OF STRAND. I 3. SP. - STRAIGHT PROFILE. 4 UNO. =UNLESS NOTED OTHERWISE. i Q 5. HEIGHTS SHOIW (U. NO: CHAIR SIZES (UO) - 6. ALL CHAIR SIZES ARE FROM BOTTOM OF SLAB (UN 1 IF SPACING BETU.EEN SUPPORTS 15 NOT SPECIFIED, DIVIDE I I DISTANCE BETUIEEN HIGH FONTS INTO AN EVEN NUMBER OF 1 EQUAL SFACE . S. AT. SLAB EDGE PLACE ALL ANCHORS AT MID - DEPTH. ,�/ ,.i 9. CHAIRS REQUIRED AT ALL INTERSECTIONS OF DISTRIBUTED 1•- Q TENDON GROUPS AND SUPPORT BAR5. '‘C; 10. CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL BE - L SPACED NOT MORE THAN 2' -0' OC, TWO CHAIR MINIMUM. ( ) II. • INDICATES HEIGHT FROM BOTTOM OF THICKENED SLAB OR BEAM TO BOTTOM OF STRAND. j Q d3 12. SEE SHEETS 5I 4 PT -1 FOR ADDITIONAL NOTES AND DETAILS. Q 1 4L C i L _ .' W ■ r � d 0 Q O 15l'6' - 0 ¢ A Q 1 ' I Z - 1 53' -0 Ir' 53'-9 Ii2 — — ® r4.4' m 16' -8 V2' I8' -0' IT -- 18 '-0' 16 -8' ,__ I8' -0' 18' -9 1/2' it L i mp - $ W Z u � $ 4 x 63' D' P'S I Ii 1 p I 0 4 x 53'-0' - o =41.A. RED - SILVER I RED- BROIRN II 30 -0' - =51,8 1 33 x65'- 0' -o =S RED �' I 6 RED A o Y. _ I ti 1:: i j ii_Ii I 1 {II a i ii II •� , 4 U i I w a "' I 0 Q U AI I I II a • ; I II CC i n . _ _ I II _ -CD la 0 0 1 _ i i 1I ' s MI I �Y W 1 II 4 I I II iv o s �I I CIL I 111.1111.111111111111- a " m xr ® II W limis I I II Z 6' ,3 II s � " ° o r p o ;g � T_i i� 1 1 \` I 6 , '6 . L J � 1 J I I N . s g g . . ii I , I II , a g � .�i li1. g3 ,. ■ I I II ► X r 01 1 LJ) t II11.111110 1 :, I eL,I1 eel (.0 I, • z y ' 1 !` . , IF 11, I . -1 0 a 4f_ 0 e 1 _, w Z 2 0 ® I m ,,, X44 tY 1 WEST SLAB EL_ 135:5 / EAST SLAB EL. 1355 w Z w 4 C,_ LI) ..0. 0 co z z V 9 w cn WEST 4 EAST SLABS EL.135.5 e' ^ " 4, TENDON LAYOUT PLANS 'y i` f SCALE: ir I' -0' . 1VED " z3 ,i59, 1 5----015() .,,f0,, AV q ' • N-V ET S ' -//-34. L EXPIRES 12/26/1496 ■ pERIAIT DENIER J.013° 96 -03 -006'9 FT -4 1 3I �1 NOTES: _1 t:_, ' [ L S.B. =SLAB BOLSTER _. C.G. 5. = CENTER OF STRAND. 3. SP. = STRAIGHT PROFILE. 4 UNO. = UNLESS NOTED OTHERWISE. / 5. HEIGHTS SHOWN ARE CHAIR SIZES -NO : Q 6. ALL CHAIR SIZES ARE FRO" BOTTOM OF B NO.. '. IF SPACING BETWEEN SUPPORTS IS NOT .,PEA IE D VIDE - II DISTANCE BETWEEN HIGH POINTS INTO ON EVEN N MBE!R. C 1 , EQUAL SPACES. j 2 OT SLAB EDGE PLACE ALL ANCHORS AT MI DE TH. - I -U N O_HAIRS REQUIRED AT ALL INTERSECTIONS OF DI7,RBUTCD E;- } TENDON GROUPS AND SUPPORT BARS. d 10- CHAIRS FOR SUPPORT BARS AT BANDED TENDONS 51-1,,__ 5E SPACED NOT MORE THAN 2' -0' 00 ., TWO CHAIR M(N'MU" I `1 H. • INDICATES HEIGHT FROM BOTTOM OF THICKENED SL42. < . SEAM TO BOTTOM OF STRAND Q 45 I2. SEE SHEETS PSI?52 6 FT-' FOR ADDITIONAL NOTES AND W > D,ETAIL5. 1 IV T +, i w 41111 0 c 3 ' o Q 13 -6' (::::) 0 r,- .. 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''• ' ' ' :,. r : 4: 444 4 , ,1 •• 0 0 0 4 , , ,•/ I I , _ _ _ _ , -- il -a 1 O - - '3 ., LEAL B 4,41--■ 1 ,, _ r _________I . i / _a.- A . _._:,- J f - 0 g i 1 # , I I 1 , 0 •, , ..., . 1 / , , - ---- -- - .--- 4- , 1 \- - '---7 ' = ral . ', - r:,.. , rr' :. rif r•':: •r'''' ■ i r r • ' • / / .__ , , ,:t ; , i \ 2 2 i2 1, ' r . a , .-5-1-::::',:te.:;11';:l13:ii 1 0:1 . ciTY \ _j '\04% fiz A.Mo4 4 AT Level. 5 - ' L. •; . ; . ., .' , '; „..-.-,.XI,,I,"4146 AT , LEVE.I., 3 .. - , 0 c) - MAR 2 8 1997 - 2.,c it e 14' ge, \''' , F - -. . ' ' f': -: ., '',..;.. ' . ' . :.• ; ' . . : 1. , 1I-w me % N PERMIT CENTER .. ___„_. _ ___,,_ .Job No. 9 4 • ' - • . ,- Zi;),11 , P.N.CR.'" " T : $ ' T•t, r . . . , . . 6 ' ; ' : ' , : - . 1. ' • : ' r ' r : ' . ' ' r r ' ' ' ' ....IS • • . ' ' ' • • u 1 ii,:q. "!3" e To R.A.- g. ,ka.s$ , hitrral 0THERWISS C' \ S ,, Sheet Of .. . 4-A.■-5. Vs" , 1 0 . 1 . . . ... - ..., , ... ..,.,, . B Sq5 1395 0.31:) . .,:: ...,, - .,:,.:.:-..,-.:::y,,,.,-,-;: -=:,..,..:_,.- .,.. ,,., .tztt.-..i...,,H.,7, ,,,\.„, " . . ,,..,-- r„-,-,..C",4.:,6.':::.--:-.4-3„-",,,,',,,-.'" JAN 24 `97 11: 13a°t TiJ{(I.IjtCl LICD�PbI P z DARROLD E. BOLTON DARROLD -E BOLTON CONSULTING ENGINEER _ . i - _ - CONSlA11NG 1�2 PLY'�iODI� c),.. OSE 1 0301 NS 8TH Sl.. SURE 100 i BEIIEVUE. WA t00 / -- .1 SELLE'VllE. WA WOOS t : '/ in CA 4 2m>sea -nra ...1‘0,,' , t r W, cx» lsaalt7a January 13, 1997 � �d Ifli!!Rd (lfYf21 � b y- ` � '•i _ ., _ � t . t �Xanct a Dl+ldror 3,, 1ss7 I y 11► air Jafr� fry. i John Cohen 3aausay 24, 1�9r' . X Nsifsen ? �BuFloch Constructian Corporatkan 'Pis 1}atmld E. 31 ton, P, E , S ldrtt#tcer t 2323 Eastlake Avenue East , }. of T gkmct 9 43 ��. y• i IIIY CtiAanlEl Itit'e[ ! 6'3471 t at'Soutevar5t .: Seattle, WA 3e1oz 2 631}1 N.13'. . Suite 100 } : 'futtr31i0 WA 988 � I d0.1 W4/80D8 X ( 1 U Subject: Sunshine Ridge Condominiums +jge'F ,Cmdorrk #tiiuma iii' d/ N ttt'number 13/4 I 5 s 4 p A 5 ® OD CO Dear M. Cohen: . - Fe uer -a:N� A+i L h� . r/4 ' CD RE: 9unrhine Rid C_D3ldathtnttri to Pear Mr. f , +fin F - ' - fir e i lo, •I I x z ° � z " IA �; `I. v, .z o • On January F 1997, at your request, i attended a meeting at the job site to discuss P7s[mitnutnbef;B94-0 ' I �!,'; c �> T � (', e various construction problems. The following people were in attendance: T oP - tills latter, to to resolve kteltts kt and 82 referred to in my letter to 3 � lion Q John Cohen, Bultpch Construction pc" '` .# eN •' +t, .` y 2 5 . ch' Cantructfon C o., d J anui+ry 13 , 1997 en your l to 0 01 Jim Parise, Bultoch Construction (dzaNlted 24, 199,7. 41--Lt K • , • David Larson, City of Tukwila I We hake r d ou,G o0py oE. no ewlty T3 39 94` I tu add t he •td.l at 3 th s it s e = - 4 kg. = C j , > , g Lyle Kussman, Architect regarding [ t eonatr p[o at stite llFB. 61 Cotuma base . cQreleetiaM. - _ Darroid Bolton, Structural Engineer ! This Etepsetmeist feQdll'0a additkintl infdrrttatlon order to Our teVtpw , Fjt s4dr f lt e - - Q + resat i ng tommtnti and includ spp lUctbte plon'iietaflr to Identify the Nftettt aY Iocat ol' Y(( n 91'127': to pro vide lupin resistance the contractor proposes to This add one to im4Us4bem. : * w i vt aor - M t Sufi➢ do on t outside faae of ve thte c te eoiumn s Following are the Items discussed and the recommended solutions. - - - _ ,, ' ' e -'I I .. ' T i t o -r:t it st a mm the coit a tFe foor o h:mm� ; , .. k Solution: Add Sim son AC6 , - ., 1, Lack of post to beam and post base connections. item #1: Simplon y , y � , {,� .� . b*low' fl Th e at letssisla load. :wo ttid be appro x)mateky 134 p ounds ' ^r^ 'Y• fir ! P vAeR eailltO�'t #�rta. Y p post caps for beam connections and Simpson CBA66 I 7 i � t ttR 1 #ls,t4Jta t la into each column. I � for post bases. 1 a that the CBA'e 7o be - treed iR n 0,a1 sod include.** „ �Y Y 1 and Poet. , . , . tptt'k 1`7 Ramset'studs. _ ' U • bolts shq, rplantittec, and mabPrdma,#q. Pmvi� aceoaspaay (ng' tleeiS+, fm , .��..e �' mod. 1 � � O N 2. Use of F- .iwder driven studs studs m may b bolCS type, I�gt1F, e,>AbOdni9Flt to res O ffl k � . +.ip at ytt a - rya`s a oceptab ta , the tn. contractor proposes 10 add ' �`��• I Miy a; Solution: Powder driven studs may be used for all walls except shear walls. _ e melo n anchors at 44" trltii 2-3f +{ "minimum embedment. '14' ` ID - 5 ! M P'... O!J A '55 Item N2: Power driven surds (Ramsct) osal for *ti walk c c0igzt.ttitsar 44,,t4';.. , 3. Grade of all 6x6 posts are not evident. , ' - R{ y@•.c h4yon g tehtlnnt. " - -- - - - Solution: 6x6 posts were used for architec or fire ., -• , ., : - ry 4N -� P4 prote pu rposes and a) Ar its* tiseta o fSoagd sata a l terai tVRt or x yp ld tdp na (tok < bp14 P t �Q n altlp . ,. : Af are overv.ized for actual loads. By inspection grades are not critical. - ,- - ., •, , _ 4i�'�' FRANC Nc�' tin easat bca °` vatls,as .. S1 - a PL o t � T < g t trlg [, e 3 by i{.E:G. 3eoti91i bOt b: 94 Gbtta� (Sfi't'AS r /z Y W o ' Y P. F6 SHEAF Ay Zc�EpU E 4. Partition walls between stair runs do not here lateral support due to dlscantinuit - - , •. - = ` ` 3Z� 4 ;I : ' I PP V F k. Q at mrd- hei b). _ Provide 0U [h s fpal • n.da {x' 9180 the.' i)M % -fir 1'+n: - , - an � --, ,' a -., > .' , o a r Solution: Add full height 2x4 stud at end of watt nailed with 16d at 12" o.c. I • [egatds to section ii :3,;1' s td i£ Connection (91' G`ode S,eclim , " + • s - � ' - �,. . �. :::: -__ .. • . - tea • 363(b)f4 and 29i0(0) 11t1 "1�4� P E . 5. Stair tread connection to scud walls. j - - • Solution: Provid 4 - 16d si nails (12d tour.) from studs to 3x10 blocking, c) per non bear walta rov! 6 dsc 8 nt - "= �..01letFs_ I t C Lori Co., 2 East Ave. E., Sea ttle , W A 95102• .. ing P d it:tand. -... g f the S#°" �grda .od. , .' k ta -;: P.O. t -. t76 5;'Hottieit, lhfA 98gk 1�T7.6S. `1 each end. See enc losed calculation sheet. ' � " l Sing el To confirm you harp received c6w�tt cpntec ihit office aod/u: abbt ro Y 4 2 0‘ ' 0 :1; 8° ) . � Informgiott within five workylg days Fri tree t cu ll i t ar ds ( rbrat 4 3 6 1 4 8: i /6< :..4.6,,,..„, 4of rr �`�' •,.°�a'�" s Darrold E. Bolton, P.E. 6 ,, t , i�: QQ v+ h $iiteerely, . d } , I 1.4-- S! 411 aU! ( A31. CTA'' .. ' . .. ' . ec: David Larson, City of Tukwila : - - I• nl.'• - _ . r2..M1 N N CHOg',r. M ✓Lyle Ku +srrian, Architect qRgg�:\ ( / c ; ,�X 1• 'al`-'5) � //��' it .Yi'JtTF: , \A.+a s;I ! 1 l : � A., Il : i {1+'•: \tAD..tll:kl''. : Kati N018tFn ... Fi „, .. 1/k, 2 p F l I I. 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