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Permit B95-0128 - THE PEAKS AT TUKWILA - 10-UNIT BUILDING
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 -0128 The Peaks at Tukwila 15310 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 6, 20, 35, DR2 Financial Information — dates, or bank or other financial account numbers, RCW 48, 64, 74 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. 0 `i' •i �' City of Tukwila John W. Rants, Mayor � ..� :-+; W es ' .. ;�:' ? Department of Community Development Steve Lancaster, Director 1908 - July 16, 1998 Mr. Barry Owen, President Foundation Development Corp. - 9725 SE 3dtli Suite 304 Mercer Island, WA 98040 RE: Release of:$89,658.66 Developer Warranty for "Peaks at Tukwila" - Permit Numbers: B95 -0128, B95 -0129 and B95 -0130. Dear Mr. Owen: The Public Works and Community Development departments have inspected the items listed in • the subject Developer's Warranty and given their fmal approval to the project. The requirements of the Warranty are now satisfied and the "Assignment of Saving Account" is herewith released. • Please accept my congratulations on completing this well designed project. Sincere , • Vernon Umetsu Acting Planning Manager ATTACHMENTS cc: Donald R. Pethick, Seafirst Bank Steve Lancaster, DCD Director Files. • file: q: \94\sunshin \wrntyrls. doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 City of Tukwila • Don P " VELOPER S PROJECT WARRANTY Assistant Vice Pree President Mortgage Banking Department REQUEST FOR M DEVELOPER'S REPRESENTATIVE: DATE: • • :; Ero be 0000 by Clty :BtaN} I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. CHECKED BY: AUTHORIZED BY: DEPARTMENT: 'SECTI.N 4 (fo be Completed by Citjr 9ta#tr AMOUNT: ;' � j , y . - • • re CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: -'1$ C CASH CITY CHECK NO. RELEASED BY: . , FINANCE DEPT. 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 0411390 City of Tukwila . DEVELOPER'S PROJECT WARRANTY REQUEST FORM . ::: , ..:....:...:....... . . . ...:.. e. :. ..:...... .. e.. e..... e..... r.. r:.. e...... .. . n.... ... . ...... ........ . . ;• .; . �: ::: :. { ::: .:'., : ??: ::4ii : •ii:S:•i::•Y.::; •: ? ::? is ^':•i:< ^:: iX•ii:� •i: � :•: i .r: ?: :::::::. : u :i Diu iu:i iy i4 ..: .;� v : : : ni'?: i ..: n •.. . •.: •, is : w;?..•Rv; : :.:: :::: n ::., x . 2.• i: j; istif'' r,.;: ji•{ �'. : ;i:^: . ':i� s >;':'. <: > ; of r . . . . ::: .. : .... t :; :.?•::: ? ?:* •::<::>:::>:?<:>::::.• ::::...n.. ::: m , :::. . :SECT1.17l1[. al`o . ;: >:�v . . . . o ....:: ......... .......... ........:.::..:.:....:::..::::::. :::::.<..:.::::: n.....::..................... �..: :.::..�::::...:............... NAME OF DEVELOPMENT: The Peaks at Tukwila, a condominium DATE: February 18, 1998 DEVELOPMENT ADDRESS: 15310 and 15340 Macada Road South PERMITNO.: B -95 -0128 29 & 30 CASH ASSIGNMENT NAME: Barry F. Owen, President TEL. NO. (2Q6)230 -0236 •• SHA BE REFUNDED BY MA ILING T0: ADDRESS: 9725 S.E. 36th, Suite 304 MA (please print) CITY/STATE/ZIP - 8040 -3840 RECEIVED DESCRIPTION OF ITEMS TO BE COMP • (RE ERENC ` PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): r 2 3 133 i �1.: 2 .7 IJJU • Please see attached Exhibit "A„ PERMIT CENTER As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 139, t SR.66 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: • ( 4 / 01 / 98 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete work listed above prior to requesting inspection and release of these funds. SIGNED: .11-644`-- . TITLE: President. Foundation Development Corp. :SECTION 2 (to tis efad;by. City:.staff) °' > ° ' ` :_ THIS FUND IS A IZED TO BE ACCEPTED. SIGNED:14, ( DEPARTMENT HEAD: AMOUNT: 0 CASH C ASH EQUIVALENT DEPOSITED THIS DATE: NTH CITY RECEIPT NO. NE i tk RECEIVED BY: A .SECTION'3 (t be completed b dsVaetpet') All work identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. DEVELOPER'S REPRESENTATIVE: DATE: . ..':: :.... " �' "` pl t "' .:.. Ci ...,.: t ` .:. I have reviewe the above work and found it acceptable and therefore �to becampleted'by C►ry:'satf} r ; • authorize the release of the above cash assignment. CHECKED BY: AUTHORIZED BY: DEPARTMENT: SE 17..N 4 to becom I etedb t1 � • ......:. ...... P . . Y .f hi 9t8f1) AMOUN 444 CASH EQUIVALENT- LETTER AUTHORIZING RELEASE RELEASED THIS DATE: 7 -- Up --it CASH CITY CHECK NO. RELEASED BY: • , FINANCE DEPT. Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: - Developer send copies to: - Devebper - Finance Department - Finance Department - Permit Coordinator, DCD - Permit Coordinator, DCD mmew , .tl � : lN ,.. � .c, : 3� c ,.e ... .i.;� `;,. �.�:_..:f ift .`tF"a" ` s'` Vii,. :; � . �' ^ >P'iK. _.. ;';JS:" ., M*7.^'.7■,,° it, tVSil wr • 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: C(kl. �� • 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 $ $9 (cs d . 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 C,g■nty ►� ,.' - T�►o a � smog S) xi-bun/ire 7 4t, Etyk� s 6q,,,, , 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 $ Sq ( , 6 6 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_O 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: FA�I , ggrt'y Ctat 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 By: Phone: (206) 358 -3058 t. Cr' !"sn°ri 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 s+'- t:isi' ;51i;��;7Y1 ti:HdY+.T,vkC+:4ta 69i+: "C- iJ.'�:RS?i`.A • 1T.:.2:`R;i o •x ko,uv1Km2.'. rz }�n..4./iC!eSi{ RYA§.•' 3' STdi' k1.*^ f44N. k^ MNOMJ N!' G24111SNt% N. 1. MYabMYf.I MR.! M.I NPA' d R[ OY JY'MMMt2+NC.A«+m+.n:hV1+AhveF+ Fu-19 -99 THU 09:15 AM JEFF RICH 206 241 8123 P 02 • FEE 08 '98 05 THE HIGHRIDGE CORPORATION • , II GH W PORA 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 cell. Sincerely, THE HIGHR;DGE CORPORATION Rick Laird, st.imator Commercial Landscape Division 14741 ;07.11011i • Foy (421) 392.3654 • !:. . .. ., ..;..,.... .... . . .. r. 1.. .. : i .. .. r.. .. c.:L'.. . .. ' +"rw,., ;■QV Aar: a.1%:0:3Y.::t :S`...l, ... ... ... of ::•L.e..'.."A'.'I;i+RT».`�:.ti�.H: K I.i:`.. ` ?1i,l:i7lt'(:R4 17+ t.. .»': 4:! 3.:* °C3?.'. +x'n;an.t: —e aa. FROM : PHONE NO. : FEB. 20 1990 11:36f1M P1 • • - FEE -19 -19 1'7:09 I A (FRTTH1F PAUTNr; c.n. 1 I t' PS'i A77,c1 97ciq P 011 • i ,fir .Act cic PAVING CON Paw Comp /.t. Sit. D.voloprnant Cont ects - C inercial - Roloidsntlal _ II i , • TO: J. KANE AND COMPANY DATE: I 18- Feb-98 3422 BELVIDERE SSW • SEATTLE, WA 981126 TELEPHONE: 203 - 246.8542 • I FAX: 206. 241 -0080 • JOB SITE: 'SUNSHINE RIDGE TUKWILA • ATTENTION: JEFF RICH TERME: NET 40 LAYS • • . ** SUNSHINE CONDOS +' ASPHAL t PAVINC3' ! • , • 1. AFiPROX. T,902 SQ. FT. 0. $0.721SQ. FT. (+1 -) $5,689.44 2. APPLY." DEPTH CLASS "B" ASPHALT OVERLAY . 3. SEAL EDGES PATCH' NC7: ; ' I 1. AP'ROX. 600 SQ. FT. ' 2. APPLY AVERAGE 0" DEPTH CLASS "B" ASPHALT 3. AP�bRbf. 30 TONS a $60.00/TON I ( +1 -) $1,800.00 ' TRAFFIC CONTR I50.00IHOUR . APPROX. 6 HOURS 1 ( + / -) $300.00 1 i 1 EXCLU8IopS; .. - 4ALE3 TAX . i : i- ERMITS AND FEES URB AND STRIPINC . LI. PREP BY OTHERS ' -1WEEP OF EXIS I ING • 1 i PLUS WASHINGTON STATE SALES TAX OR RESALE CERTIFICATE ' • I WE CANNOT RF RFRPONSIBLC FOR suet:MANI RAIWR I No Work Started Un1Il Aka Valid Pa days Tne undersigned agrees lo pay Lst* ridge Paving Company LLC.. late charges On ant' (MI NM ar+rn..ntc plus natonabae . ' altoi*,o'c feco or 003b inverted in oolloavi Cu 6.44 rUUM III. , i • By: LAKERID , E P • VIN • . • AN .L.C. Date: By: i I , ; : I 11 ,f. l t : 1 1 I " ' - Itt V -• 1SL 'f e '1 i . P.O. Rnr nta30, Kint, Warhing/ton 98064 -6430 Pllonc: (006) 851.0280 rag (200)issolp00 ' 'TOTrIL P.01 FROM : PHONE NO. : FEE. 20 1998 11:3611M P2 . 1.___' - 20 -4fi 11 :06A Northwetst 42b P.02 • 1 A ' A ) aob -* a vuxo 0 NORTHWEST PLAYGROUND EQUIPMENT, INC. 11.75- 12tS :g, .1', W., Suite 8 -18 lcsnqunh. Washington 98027 Phone: 20f•!I1.9 /0/ or800- 7'6.044/ Far: 106- I1J•9 /0J — .. U 7 i FORM Date 0 -fir>f 1 $ili To, S,hip.,To; ricrne: .7vt+nJ 11,1,...€ 4 c'D. .rte • Name: )treat: l t a 1 EZG tor 4 Of ac fur. Street: City: •SfATI . City: St: WA Zip: -. `I t; ?d _ St: Lip: I Contact: :. O tI & IC Awe, Confinrt• , Ph; 1Wt.- goi Fax Ph: Fax: ' Purchase Order I: Requested Ship Date: ^ — - Qty Model /Part 1 Cotaloa Nam Description _ -- Price (ea)' Price E,et I uos. _l...'{*'`/ , - !vwt%.+c •-.J s • 4.,.+2042 i -2 1 a- 1a* SO4.O Yt3o. ((goo t 1-loi 1. l AO S- $jiO Ig05 - /•OO fi/L,a.d I.1- 4...dL,Z. 14 'f64a,o.J SLR•D•e J aSJ aSJ- I Ar'' 031,0 APS P. >7. 5W4* 6 u..1 a Cot". ...L bi-4.1s J '75 .)- "7 x) - T I S1.. 4^UrAL ;Isar, -il 'Ay 143 '�"�� t OA Totnls> a /V.7490 t aaies Rep: l.:A 4....v ✓ (oxeluerrg fr.. ht..r4to!IgtfY 1. Inxinr1 ':o cve i t.o.ds plies q we will cmmnutn freht *+strillnl'rn. ter. tint! tiny tithef cheirpas and cmlcC1 you Dl 10 Or0Cessn.1 I•'n c'•:,er •' ,„ r writ) en rsu:chose ceder, other wafter' calms ticn of your order. er your deck for WI of the totol will NI ret urea c: trip time ;.0 prow:: your exact. t2olonce C due on reoelpt of m«cha+dLe. QU.+ LITY COMMbKC/4L AND RESIDENTUL PLAYGROUND ANO.CPnRTS EQUIPMENT 1 .... e::.'.. ... ..:4i1..Y1y, h .'i ..:!iJf..,.w Iix M.i. +.+.. .e..n+nvnw wwrw..rw.... «.a. ay.rnw+«. «.....�_ «._ ..................... ........w�............- ..... -.. ....�....�.+.........- ..... -�. J.KANE / % // % // % // & COMPANY 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 • 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 • -i : 4% 4)-' � l Cit of Tukwila John W. Rants, Mayor . : Department of Community Development Steve Lancaster, Director "' 1908 • July 17, 1998 • Mr. Barry Owen, President Foundation Development Corp. 9725 SE 3611i Suite 304 Mercer Island, WA 98040 • RE: Release of $9,750.00 Developer Warranty for "Peaks at Tukwila" Permit Numbers: B95 -0128, B95 -0129 and B95 -0130. Dear Mr. Owen: The Building and Planning divisions have inspected the items listed in the subject Developer's • Warranty and given their final approval to the project. • The requirements of the Warranty are now satisfied and the "Assignment of Saving Account" is herewith released. ' Sincerel , Vernon etsu Acting Planning Manager ATTACHMENTS • cc: Donald R. Pethick, Seafirst Bank Steve Lancaster, DCD Director iles. fi le: q: \94 \sunshin \wmtyrls.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 • Don Pethick City of Tukwila P.2 /2 Assistant Vice President Mortgage Banking Department IEVELOPER PROJECT WARRANTY r REQUEST FORM AJ SEAFIRST. prigaitigsitin. M t: y "' dr t: is • Sealirst Bank s; + + 1'i�"u: ZN'vaa;:r• Columbia Senfirst Center s, u t '.. *, , ' i r�� NNW1f " . �k � s. r7F !f�77i�^;H��xi'N'ts:.E�!!::7<.� G' �� r11� x � ;X: + `fe. x x�'•.;, �' .xk';F' 701 Fifth Avenue. Floor 12 (98104) i Post Office Box 24728 vila, a condominium DATE: March 2, 1993 ! Seattle, Wasftington98124.O728 Q aca d am Road South PERMITNO.: B -95 -0128, 29 & 30 Telephone (206) 358.3056 i FAX (206) 358-2593 1 ` SHALL BE REFUNDED D wen, President TEL NO. BY MAILING TO: ADDRESS: 9725 S. E. 36th Street, Suite 304 (please print} CITY/STATE2IP Mercer Island, WA 98040 -3840 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANSID LUMEN TS WHE • ITEMS ARE DE9CRI!EDI_ Please see attached Exhibit "A" • As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 9,750.00 ($150% of value to complete work described above) and attach supporting documentation for value of work, I will have this work carried out and call for a final inspection by this date: ( 6 / 01 / 98 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. tf I fail to carry out the work, I hereby authoriz: • - City to go onto the property to carry out completion of the above deficiencies. I further agree to complet: = • list =• • - ye prior to requesting inspection and release of these funds. f SIGNED: 0 TITLE: President, Foundation Development Corp. .— e * '.i 0.r': ,*„ ....».,w..w. - n•'vr+._ _'- ._ ..... ............._. _ .rvnv .»+ +w-- . .—. --_. „r- ..w•v.r. -...v- .......,..._ - «• _'nom`- w.r., -,... , l . . � •4'�`' # ;: as . ".A'� >° � b4iK :,%,� xr..+ti%+ 4 c:QRi "'':4. ri �... ' 'ANEW THIS FUND H 1 EDTOBEA ,y "G'�TIXAI :� ..�tm1?; ,,�-� �p� . J� �' n � AU OR Z ACCEPTED. .y 4 . �:K . lWk wYJ .! It t SIGNED: I � i - DEPARTMENT HEAD --411 AMOUNT: 7 2 3 we CASH CASH EQUNALENT DEPOSITED THIS DATE: VitiA6gtettic ' CITY RECEIPT NO. WA RECEIVED BY: A w.n'o.ew"x'Y 'w.wT.•.w.n.tew .r'1^I"'Tw"J.H.R vo ....s < .`... r.• ...•_... n .. ._ ... ... ....«.. tK .t.\ .a. "...'rSR .. mn•vr.e.wv.... -.. ... .....r .-..• �w..rn w.r ..wK: ♦ .. w-. r !� x . r , ,�_, %�. . '�:K x o iiify' L•' i,« li8t< xa>, e�y: s �. 'S'K'�4::1ii1 #`i!f" t ;' r , ' .(r: xR •:1� eXig 'k s . y a All work identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. DEVELOPERS REPRESENTATIVE: DATE: I have reviewed the above work and found it acceptable and therefore •s��.: ;( �o i': kr..: �iR`••":•:• �:< MV<: o"?': �'': . I+' 41, i, 1t �„ 1� :e:ExkRi��i,`�,%�;1N;ty,�K:i: • authorize the release of the above cash assignment. CHECKED BY: AUTHORQED BY: DEPARTMENT: .xx.i «. , <«... <N �.. .�. - e...,x„ s,p... wwl ...,. « «. ry ... .,,. ... - .. .. ..... - n._..r .,.<...,.e..c. ... .. .....» ....m. .. .. ... :w ... «. x1M.- ,,Akpx 21,,�T YnS h!, �t ! w <7u 'x.xh' ° ?i'.,. . ' Pj 3/4 AMOUNT: 4 157) � p CASH EQUIVALENT — LETTER AUTHORIZING RELEASE RELEASED THIS DATE: 1-11— re CASH CITY CHECK NO. RELEASED BY: , , FINANCE DEPT. M .wRR.e•.ro.. Y... /. I.YT•.wmmw ,M w�, vMy.'x.. n.,.....e.. n. w{.y.4. .<.,. . n vu w .sv.n...+x \ w.r. .�. w <..'.+...... ....�:. ..... n« ... w . 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 Ccordinaltor, DCD — Permit Coordinator, DCO mime 'MAR 02 '98 12:09PM TUKWILA DCD /PW City of Tukwila P.2 /2 DEVELOPER'S PROJECT WARRANTY _ - _ REQUEST FORM : °k: <'ii:,i xi: iM•M 'J' wiQ r.ipMP : w. ., • • y , ' .w w H J: ;k, u� S". Y n• � ° ix .i • �,dl' �: J:1^.e [!' :F»:' • ^xn w �o • .I b•► ° • 'G�i w. :� & � i'SG ' r 11F ltr. ' ,. • �. .• i! ';•K•'e m . � , • M.x al; ' ; NAMEOFDEVELOPMENT: The Peaks at Tukwila, a condominium DATE: March 2, 1998 DEVELOPMENTADDRESS: 15310 and 15340 Macadam Road South PERMRNo.: B -95 -0123, 29 & 30 CASH ASSIGNMENT NAME: Barry F. Owen, President TEL NO. SHALL BE REFUNDED BY MAILING TO: ADDRESS: 9725 S. E. 36th Street, Suite 304 (please print) CITY/STATE/ZIP Mercer Island, WA 98040-3840 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANSTODUMENTS WHERE ITEMS ARE OESCRI!ED1_ Please see attached Exhibit "A" • As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 9,750.00 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 6 / 01 / 98 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authoriz: • City to pp onto the property to carry out completion of the above deficiencies. I further agree to complet: _ list -� - ve prior to requesting inspection and •release of these funds. SIGNED: ! TITLE: President, Foundation Development Corp. nr.., ._._. 'i�.�M..1 ` ... ". .r' -.-''- N• "Vt.. ..M _^ . +...... ^....+ �.r.t�trV'Mh ^r-- _.._._.._y- .`.+^.�v..fM`VrY V .V .. m.x----- .w.•^`Y.^.w M .- ..N-., v r+ Z ?wi ir;a ".i: YA%ji "^. "k r ik " b ?: "`�'', "' °!�s. :g,'S�Pfe r,Q%j:tR .,,ca °.e�f ; �p�; � THIS FUND IS AUTHORIZED TO BE ACCEPTED. SIGNED: r,� _, �' -''" -_ DEPARTMENT HEAD AMOUNT: fr ? 75 0 0 CASH karASH EQUIVALENT DEPOSITED THIS DATE: N; �.....�:: CITY RECEIPT NO. Am RECEIVED BY: A y c :rw:.;.. , 'va:. k wKOiEif "iiY.af::a:iaua��:e�` ir" 1f ..�.i4'iec'�t�iA7;x:� >x„q�}!•n nit �- :__zi_Pi`_x�';Y: All work identified in 1 of this form has now been completed 'S� _.�.�.4i �{�:.'i.'�, �;t =n. - .(Y §: JxnM %t!.i')::x 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. DEVELOPER'S REPRESENTATIVE: DATE: `k " ` y`; 3 �'x Fi ��; . "` °`` "' "x'`� gi�-s ti I have reviewed the above wort( and found it acceptable and therefore ^n r.� L:. r. >.:..Fig .::..:.::. <Ms!R ;.,•:�io,., '�...4 .4...4.8.4:e4 . ,..:ou �,�.'.' y;• authorize the release of the above cash assignment. CHECKED BY: AUTHORIZED BY: DEPARTMENT: t4.14 4 4 n./ w u.9N •N �. •oew .,n. w�..'..N ..n ..... .... . . . .. . ..• . . ..a . - NW.... / ..w. * . •/. ... ...ow o n4 ... .. ... . :M ,a, n.. , .�, AMOUNT: '1 °c--;-- CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: 1- ii-- q 8 Cr CASH CITY CHECK NO. RELEASED BY: , Vl/R.r' - - , , FINANCE DEPT. 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, DCO 011 3+97 FDC un c ion Dovoloomont Cop formerly Foundalbn Mortgage Corp. 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. vzot ,,r,?..zc. -... ,caiaaneme snalw, a zrutletr !n*rst!eumsitri=3110 *?: 1tn 4c, trv. rol.mc msa n, , orrsrnr rims ^ t is tm rmitny+ 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. V - incerely, le Barry F. Owen BFO:er Enclosure • Il EXHIBIT "A" To City of Tukwila Developer's Project Warranty Request Form March 2, 1998 1. Roofmg, 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. • 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. Barry 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 / • , •hn P. Kane /. "resident Pager 1.800294.5561 • 3422 Belvidere S.W. Seattle, WA 913126 . .MAR —02 -98 MON 13:06 P.02 _ . 1.: l c.f'I.1 Fr' DI 1 ED. :A . 11.o.. TO . IBC March 2nd, 1998, Mr John Kane • 1. K d: Company 3422 f3cIvidcre SW `cattle, WA 98126 800- 294 5561 Project: Peaks of Tukwila Fatal roof coating on Buildings A & B. Lalxlr and Materials: S 2,500.00 Please call if you have any questions. Ibanks, t'arailo Zarnbrano }'rQjtxa Manager. • 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 Phone: (206) 230 -0236 By: 4 . _ 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 @rts,.c 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 ' .. .+: +Yltl;:.. ...... . ".(: .. M'i4C�ti 11 : l'r'Y:y5.+u4bo......n.wr..•.IV tr.utrn.. ,e...........••Nb•w. y u.e..,r .-•+ nwa...+.+ n. ..•e.wx.......r ..r.n• ».� yam.. . .. . .... .... ........_...- ...... ........•. - ............. . ... r- ..v.v. r. +w.r wrNmMMM.MVfNnIN.eI.FSrNa • MAR 02 '98 11 :43 SEAFIRST BANK FINANICAL INSTUT.O — — _ — — Post-I• Fax Note 7671 Des ENNUI CoJDpt. Co. 1,4 1610 PION# Phone. .30e s Fax M Don Pothick 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 Peth�ck D� Title: A.V.P. Seafirst Bank 701 Fifth Avenue, Floor 12 (98104)/P.O. Box 24728 /Seattle, Washington 88124-0728 Telephone (206) 358 -3058 Fax (208) 358 -3113 A F F I D A V I T • • • • • OF D I S T R I B U T I O N I, PA 4- a/t&K hereby. declare that: . . []Notice of Public Hearing Li Determination. of Non - significance []Notice of Public Meeting [] Mitigated Determination of Nonsignificance []Board of Adjustment Agenda Determination of Significance Packet . and Scoping Notice []Board of Appeals Agenda fl Notice of Action Packet []Planning Commission Agenda []Official Notice Packet Li Short Subdivision Agenda Other 'G _ ���/ / �y�`'�� GICkAA A �� � I Packet "Q Notice of Application for • []Other Shoreline Management Permit "* s , []Shoreline Management Permit was mailed to each of the following addresses on 1//7/96 . Y 0(.0241- .6 aid e, Pj4uc see_ aAtrariti,1 • Name of Project a.4 a Signature 17iL� !ice File Number 6 95 - Q /`)-A 6 9 3 O / • • (s -o /3p • • r r / _ I 1 CyG75 - :4,, i x.i IL,i r. f.n' tk' .. , r•. ._. ...y {._-:- --:... \L- --.C�.. :'� -. 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TPnk...ri•-tlJ:wilo. -) .J. . .r -4 ( • • _ j ' CERTIFICATE OF OCCUPANCY ti CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUK;WILA, WASHINGTON 98188 THI'S CERTIFICATE ISSUEDfPURSUANT TO THE REQUIREMENTS OF','SECTION 109 OF THE UNIFORM BUILDING CODE, CERTI,FYING :THAT AT,` THE TIME ,OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH' THE IVAR,I04 'ORDINANCES OF THE CITY, RE, ULATINC BUILDING CONSTRUCTION OR U t,E ','AND 'ALL• CITY FIRE CODES' FOR; °THE FOLLOWING: Tenant THE PEAT S AT TUi WILA . .. Per rn t No 895 -0128 B u i l d i n g • Addr ei 15200 MACADAM , RD :S 5u i ;No Par 01 # 1157211 -0222 "Owner 'RSA :.A: SOCI,ATES ' y Occupancy: APARTMENT HOUSE ; , Occupant ::Load: 56 Occupancy Group R -1 Type of Cunt: t V ; '1HR { CONSTRUCT >.;A 1.0 -UNIT APARTMENT HOUSE'. ...'.......:,...', g • BUILDING �rFFIC IAL DATE THIS CERTIFICATE MUST BE-.CONSPICUOUSLY POSTED ON:'THE PREMISES • °i tp . `i it' City of Tukwila John W. Rants Mayor . 0:,: ' ? Department of Community Development Steve Lancaster, Director 1908 July 17, 1998 Mr. Barry Owen, President Foundation Development Corp. 9725 SE 36th Suite 304 Mercer Island, WA 98040 RE: Release of $9,750.00 Developer Warranty for "Peaks at Tukwila" Permit Numbers: B95 -0128, B95 -0129 and B95 -0130. Dear Mr. Owen: The Building and Planning divisions have inspected the items listed in the subject Developer's • Warranty and given their final approval to the project. The requirements of the Warranty are now satisfied and the "Assignment of Saving Account" is herewith released. Sincerel , / 6g-f-------- Vernon Umetsu Acting Planning Manager ATTACHMENTS cc: Donald R. Pethick, Seafirst Bank Steve Lancaster, DCD Director Files. fi le: q:1941sunshin\wrntyrls.doc I 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 40313670 • Fax (206) 431-3665 1 1 • ( ._ C .. A F F I D A V I T O F DISTRIBUTION • _.. MAP. 02 '90 12 :09PM TUKWILA DCDrPW City of Tukwila P.2 /2 r ( DEVELOPER'S P(JJECT WARRANTY REQUEST FORM ,,,:,,,,,: 9�C %ij„ „,,.. a !M•,, :.„ j ?'f,..., M„�M Y !! wr ., i1S1” :M ....;,„ , . v • ' :iA• i . N ggr i �w e: w f xk .:.� :h � ,� �' � .:� .' 9 Zdi.,.i�. �•� ,�� axY;v� ,,� �; azg . � ,: �'� �. ,w ..• s 'L..•>r 1• yY+.,,,,! N. ! :,„ .id..: . ,,r. . , St 44sgio•t +•fin 40,_ . �'� ' 0.,,i �: 3 . t til ', •�• y �its,5 ?;47,., i Fax.S+e'J4:R ity, �'•� .,! y.. ; .+r�J,li7a ... 9 ... k r.7P x�:- "t¢+t. +k . • f x k NAME OF DEVELOPMENT: The Peaks at Tukwila, a condominium DATE: March 2, 1998 DEVELOPMENT ADDRESS: 15310 and 15340 Macadam Road South PERMIT NO.: B -95 -0123, 29 & 30 CASH ASSIGNMENT NAME: Barry F. Owen, President TEL NO. SHALL BE REFUNDED BY MAILING TO: ADDRESS: 9725 S. E. 36th Street, Suite 304 • (please print) CITY/STATE/ZIP Mercer Island, WA 98040-3840 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS4:CCUMENTS WHERE ITEMS ARE DESCRIEED1: • Please see attached Exhibit "A" As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 9,750.00 ($150% of value to complete work described above) and attach supporting e documentation for value of work. I will have this work carried out and call for a final Inspection by this date: ( 6 / 01 / 93 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. if I fail to carry out the work, I hereby authoriz: - • City to go onto the property to carry out completion of the above deficiencies. I further agree to compiet :: • list :� . - , ve prior to requesting inspection and release of these funds. SIGNED: l 1 if ---- TILE: President, Foundation Development Corp. .... w'!!`• . '....mg.. 4 .,....+aA•w.au«.+ Y•'•Yr "- . ........ �a...- .�... +�•.— �...__ -r-,.e . _ ...Y r�•M'•nM`Ye•IAY•.M•- w"^•'a" .� — Y..\ 1" t I. s l:i t wi' Y1' �`"4 :101'i le ic%iri:AGri � 4fl t1�. Iti 'r :V�K pIr t 4 G1It~1 � : 1 .G��i:; � ; THIS FUND IS AUTHORIZED TO BE ACCEPTED. c SIGNED: . r C ' . „ DEPARTMENT HEAD 6 _ AMOUNT: f 1 75 o - 0 CASH , ASH EQUIVALENT : DEPOSITED THIS DATE: IVA ' CITY RECEIPT NO. WA RECEIVED BY: -• A .' a.. :v._,;..:. ua.. Hf.`Ju �idif•'.k i? >;e N'"} „SFd�' %�1:.$� :,yq;w:tpw:., 7i7j t } i e.i; k ( tQ� ':S P � �s' = +' : All work identifi ...,,:�.. n - �;> :�.ti ed �n�Section 1 of this form .... � u \:...�:�. . � �,;.:.x.w. .� ,:�. ,: ,t.,...,,rs?�:.,. has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. • DEVELOPERS REPRESENTATIVE: DATE: P2.�` �'�ii .rv..dii A'AW?S ;l,vyv. •� :I;.�M:Ny ., M. i:0 ::i # ' ",,�.+ send copies to: — Developer send copies to: — Developer — Finance Department — Finance Department — Permit Coordinator, DCD — Permit Coordinator, DCD Owi3A0 o ' \ - 4 % City of Tukwila ak t`� s )k i j o Department of Community Development d' Z ��1► 2 6300 Southcenter Boulevard 1908 - Tukwila, WA 98188 -2599 Mr. Barry Owen, President Foundation Development Corporation 9725 SE 36th, Suite 304 • .! Mercer Island, WA 98040 } ti G City of Tukwila 12 Department of Community Development w '� ►' f 6300 Southcenter Boulevard -4 1908 Tukwila, WA 98188 -2599 Mr. Donald R. Pethick, Assistant Vice President - Seafirst Bank PO Box 24728 Seattle, WA 98124 -0728 • A F F I D A V I T O F D I S T R I B U T I O N I, 4 hereby declare that: ❑Notice of Public Hearing ❑Determination of Non - significance ❑ Notice of Public Meeting ❑Mitigated Determination of Nonsignificance ❑ Board of Adjustment Agenda ❑ Determination of Significance Packet and Scoping Notice ['Hoard of Appeals Agenda ❑Notice of Action Packet ❑ Planning Commission Agenda ❑Official Notice P € �n A ends Other �IPQSQ g Packet . ❑Notice of Application for ['Other Shoreline Management Permit ❑ Shoreline Management Permit was mailed to each of the following addresses on / / ? 0 e Oicolig--0(6-ed 24 - 1 cf a4)14-elk, R @,,,,,,,i6do d;eZ6I Name of Project .pije TA/AAA- Si W,ire/141/A) File Number 1375 o /aF 6Q.5- -co/ ..... ....... ... ......_ ............ .. . _.__._ .... __....... ... : . _ -.. _............. ..,, , r«r... ,_.,, >............_. .... ._ . _ ..... _ . .. J13111A, ll;...<7..t51.....' , f' ( ..7 /46.....*" 6+ � City Tukwila Y o f John W. Rants, Mayor • d ' ° •. r ;�� l _=✓ Department of Community Development Steve Lancaster, Director 1908 _ = • July 16, 1998 • Mr. Barry Owen, President Foundation Development Corp. 9725 SE 36th Suite 304 0 Mercer Island, WA 98040 ' 5 1 RE: Release of $89,658.66 Developer Warranty for "Peaks at Tukwila" Permit Numbers: B95 -0128, B95 -0129 and B95 -0130. F Dear Mr. Owen: 1 f The Public Works and Community Development departments have inspected the items listed in the subject Developer's Warranty and given their final approval to the project. ` ,, The requirements of the Warranty are now satisfied and the "Assignment of Saving Account" is herewith released. 1 Please accept my congratulations on completing this well designed project. Sincere , 1 , / f i t'.. -, Vernon Umetsu Acting Planning Manager ATTACHMENTS cc: Donald R. Pethick, Seafirst Bank Steve Lancaster, DCD Director Files. fi le:q: \94 \sunsh in \wmtyrls, doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 41313665 , - V =y City of Tukwila 10 - Department of Community Development in 6300 Swaim-ewer Boulevard �soa _ = 7irkwila, W4 98188 -2599 Mr. Donald R. Pethick, Assistant Vice President • Mortgage Banking Department Seafirst Bank PO Box 24728 Seattle, WA 98124 -2593 mss- s d; °y City of Tukwila ' 10 Department of Comniunity Development ' °Atty " 6300 Soulhcenlcr Bonlci'ard ` 1908 Tukwila, WA 98188 - 2599 • :: Mr. Barry Owen, President Foundation Development Corporation 9725 SE 36th, Suite 304 Mercer Island, WA 98040 .. %Amy ui I uRWIl d . , (,. . DEVELOPER'S PR( JECT WARRANTY REQUEST FORM :::: 2::2'::2; }sr::;.; :: h•.v15• l•v r +.f:3 ::a::• :':. •: r< :r2 "• SCu ? ?:t.J r ;;: ?2:. .... r }:.' .r }}•'i {'t''4} : ! +i.i +.. •iiJ '.,'?rr'i" }..•::: }:.- v,:r:�2i:i' ?r�r v }:<4::. :: . ' .. }:: '.:. • : : �. .v. }'....; r. .... .: . ^.... y; ...... . �..:'vr.:i.... hid �k' %:'t. 2) %•'':rr: ?i%r' +3: ?::'fr::: ` +:' ..i ..4>:i 1•.i•: i �;•k:: ;'r y` >•`q,• ','r � >:{: ••: 3 '••.x. }2:>f2:! ?ti';::'T.':i:;i•: •• }: }:•;5:?t? i :!' i;�...3 },.».•::.:.,.::, SFCTi�I� : > !'.:.r::�o � >�►11�':rr E�iVil� r �1 'i�r1`ha' G' :�t�ir��� =:.s.... <::<.' «.::..... ... }. ?.:<<.:r +...r:.......:,:.:. •.:. :r. ........ ....... .... �..' ... .... :....... . ............ � .. ... . ...... ....... .. .. ...n w: �: :. �..: :r.. . : :.:..� ■ /.. �•:..:...... v. 3 }f t••:: ':.:.: 3.: 4;•Yi..., r. f:':!i•:•.'!. ? >. ^'63�. ^ }:!<v }: h?r.; }::::... . NAME OF DEVELOPMENT: The Peaks at Tukwila, a condominium DATE: February 18, 1998 DEVELOPMENT ADDRESS: 15310 and 15340 Macada Road South PERMITNO.: B -95 -0128, 29 & 30 CASH ASSIGNMENT NAME: Barry F. Owen, President TEL. NO. (206)230-0236 SHALL BE REFUNDED BY MAILING TO: ADDRESS: 9725 S.E. 36th, Suite 304 (please print) CiTY/STATE/ZIP . ; _ ; 40 _ REC EIVED DESCRIPTION • fT MS 08 COM - - E ( - T - NC - ..... PLANSCOCUMENTS WHERE ITEMS ARE DESCRIBED)' r r rr 1 n i o Please see attached Exhibit "A" PERMIT CENTER As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ R4,698.66 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 4 I 01 198 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complet work listed above prior to requesting inspection and release of these funds. SIGNED: i 15441 ` -- TITLE: President, Foundation DeveloRment Corp. • '-- • -' - -- ...... ._ .. --- ....... . ..... . SECTION 2:` Pi, be • f '• • .� Wed:;b yCity` Nj.:.'' ; 0>:: ><:: THIS FUND IS AUTHORIZED O BE ACCEPTED. SIGNED:14, _. 9, of DEPARTMENT HEAD: t 5. AMOU Q / � c ( S C7 (o �I 0 NT: CASH CAS H EQU IVALENT DEPOSITED THIS DATE: /VA CITY RECEIPT NO. •A RECEIVED BY: A • ;...::::•..:..;:.ON: 3.( .................. P :..,. by 4'::.; <;2:;<.!; };:! ?' All work identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. DEVELOPER'S REPRESENTATIVE: DATE: and d t he re f ore W�F '' I have reviewed the above wo 'and to nd it : to : bilr >corr < . .et ...: <Cl <!etatt < << 1].: e acceptable 0 7e741.1 -4117i7 authorize the rele- - • of t,- •ve . - .signment. CHECKED BY: Oi/ ■ b AU oRIZED BY: ,/,', "I' DEPARTMENT: ? , ,0 ...... ...........�>rorr,..or�......... �._.. �r�.. �< a•.-....,w.. �.. �. w. 4...r..,... o......, �.. �.. ..........: < M..., -.... .- a .,..,.w...�.,�,.... �.. r.: r I�r7 11 �JR r n - o-4C' ' '., • SECTION 4 (to • be completed by City Staff} ::.::;:<.;;,;::! AMOUNT: iL CASH EQUIVALENT- LETTER AUTHORIZING RELEASE RELEASED THIS DATE: [• CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT. • 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 OW MAO . . . .. .•.•.. .•.. .. w.J. f aMh iC f.r i'vx+rti. ••r ... ..... "SJ.r• y ...... . ... . .. ' ..'.':�:... _ ...1 .l. C.. _ •... n Mu .vv ............ ..... ......... _,........, r+«. »uri e..v'•. • r r .. 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: 4 111K" 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 $ $9!05 $. 6 6 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 ►yLlt1 hlina.`Thv S)x A1waAre& 7kY Etgb* i- 66 / ion , 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 $ 't � ,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 Zd 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: . 13nrrti Otee.A 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 € e 7Fi I C Y� 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 Cit of Tukwila . ��...; (206) 431 -3670 .v f Community Development I Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0128 Status: ISSUED Type: B -BUILD Issued: 02/20/1996 Category: NAPT Expires: 08/18/1996 Address: 56- MACADAM RD S Location: S 31 Parcel #: 115720 -0222 Zoning: RMH Type Const: V -1HR Type of Occupancy: APARTMENT HOUSE Gas /Elec: . Wetlands: Slopes: Y Water: N/A Sewer: N/A Contractor License No.: BULLOCC086B2 TENANT SUNSHINE RIDGE CONDOMINIUM I5310 2<e•' MACADAM RD 5, TUKWILA, „98188 OWNER RSA ASSOCIATES ,. "','` Phone: 206 524 -4846 C/O MARK GOLDBERG, ' 4038 NE 58TH S -, ::'SEATTLE WA 98105 CONTACT LYLE KUSSMAN< _ Phone: 206 861 -7200 P.O. BOX 1705, BOTHELL, WA 98041 CONTRACTOR BULLO CH' °CONSTRUCTION'CORPORATION ,: Phone: 206.324 -1314 2323 EASTLAKEr E #410, SEATTLE,' r 98102 ' ** k*********** k ** * * kk * ** * *•k * :* * * * * * * * *•k * ** ** t +'l ", Permit Description CONSTRUCT A 10 -UNIT APARTMENT HOUSE. ,,. SETBACKS Units. 010 Front .0 Back 0,' Buildings 001 Left: 0 Right. ''-., .0,'. Fire Protection SPRINKLERED . ,, UBC Edition: 1991 H .' ``Valuation 980,2,62.96 , 'T Permit Fee: ,:. 5750 .63 * * * * *•k * * * * * * ** ** * ** ** * ** * **•k* fir * * * * * *** * k * * k . * * *•k * * *•k * * •k k * * * * * * *` *•k *•k•k* m Permit'. Center Aut orized Signature ,',,''''Date `:' y I hereby certify,that I have read and 'examined, permie ;know the same to be true and correct. All provisions ' 'law and ordinances governing .this work will be complied with,'whether specified t e'rein or not The granting of this permit does not presume 'to .give authority` to violate or cancel the provisions 'of. any other state or.'local `laws regulating construction or the performance of work. . ;I• `am authorized to sign for and obtain this bu•i p' -rmit. Signature __IL_ � , / _ak_ !f__ Date . Z ZD Print Name :___ ql` _6 Title: - -- r This permit shall become null and ' void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. .. .... . . ...............- ......, u..,avuti.- .•:nrnaxxlHR?Mx.+ C >YM1 `1I!.1 +Y. r.' ' _ 9 —_H U 0915 M EFF RICH 2`23 > �". rt ,1 ..i .... —, :.. 98 �.T.. : .. C. .: A ' 206 ... .. .... .. 41 . . . . 81 ... 4... ...1...: . i . P 02 ... .. : FEE 05 '96 05 2 53PP1 THE 1 {' RIDGE CORPORRT I OH f "13 :2" IIGHRIDGE 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 HIGHR.DGE CORPORATION • Rick Laird, stimator Commercial Landscape Division • ..,, ., . oami . /4141 10.MQMS • For (4251 391.3654 • • FROM : PHONE MO. : FEB. 20 199e 11:36nM P1 FEB- 19 -199e 17 :O9 ( I PkFR11lflF NUM nn. II c' PS3 All 4709 P.01 • I ! • PAVING CON PAN' „.- Complete Site Development Contracts • 4rtmercial - Rpcirdential I • i . I • TO: J. KANE AND COMPANY DATE: I 18- Feb-98 3422 BELVIDEF�EISW • SEATTLE, WA 98126 TELEPHONE: 208- 2464642 • FAX: 206-241 . JOB SITE: SUNSHINE RIDGE • TUKWILA ATTENTION: JEFF RICH TERMS: NET 4U UAYS • ** SUNSHINE CONDOS'" ASPHAL I PAVING' 1 r , 1. AP,IPROX. T,902 SQ. FT. (8i 50.72/SQ. FT. ( +1 -) $5,689.44 • 2. APFLY. $?EPTH CLASS "B" ASPHALT OVERLAY . 3. SEAL ;EDC ES • PATCHINS ' I . ! 1. APt'RO 800 SO. FT. ' 2. APPLY AV RAGE 0" DEPTH CLASS "B" ASPHALT 3. AP�RO. 10 TONS @ $60.00/TON i ( +1-) $1,800.00 i ' TRAFFIC CONTROL $5U.00/HOUR - APPROX. 6 HOURS ( +1 -) $300.00 • ; I EXCLU8IQ14S., - 4 ALES TAX • - PERMITS AND FEES CURB AND STRIPING ' ' . ,- 41.1. PREP BY OTHERS t :- SWEEP 'OF EXIS IN3., I PLUS WASHINGTON STATE SALES TAX on RESALE CERTIFICATE ' WE CANNOT RF PFRPOW$lBLE FOR S1.18GRA09 RAI1.1.1RE No Work Started wet 13iyit d Cu utmx Reezrvsa Prie..R YAM MI M Tne undamped agrees 10 pay L3keridge Cali annv L.L.C„ fate charges an arn• Mat rule arm,Inta. N"v reasonar a ' alloino /e tee: ono ooaio incurred in oolleida or ball auwtu, s" ' i By: LAKERIO E P VINq C - AN IX, Date: • By: ( p G. it' l l ! - nt t•t 'I ftt, TV- • • P. n . Rnr M30, KFnt, Washington 98061 -6130 Phone: (806) 831.0280 Ow:: (200) 30.8708 ' TOTf1L P.0/ FROM : PHONE HO. : FEB. 20 1990 11:36f1M P2 Feb -7n -AR 11:06A Nor{ re3t 425 P.02 t=f1rt d ub - a'rt- ook P/ORTFfWEST PLAYGROUND F_QUIP,IIE/T, hVC• 1 123. 13117 Ave. . \'.lf'., Suite 8 -18 Irsngnnh. Wa;hing:on 98027 Phone: :0f •313.9161 or 800 - 726.0011 Far: 206-213-919J &u .U1 - c. FORM Dytc. x.20 -tr>s • 1 B. ill To 3.hip rk:rne: 01,.E + ('s)• _T-,ve• Name: Street: 34 a a gt: L./ C oot2C Street: Clry: City: St: 1.4.84 Zip: `I I t z to SI: Lip: Contact: Joan) kf►..t. Contmet: Ph: .4t. - Fax: Ph: Fax: Purchase Order I: j Requested Ship Dote: _ V r Qty Model /Part # Catalog Newel , Description - -- Prfce lea} Price Ec I A 94 -doves L.!! 1-'( - tw�r.Y / • 5 -• € • 4-"G'°;4.... t•?'t a - l a Y - 1 _ ; scow a I { l la OS - 910 APS- ihoo * ft tiN r. t- •..••a t2 em1 44.0.J Loo•re4'v1 a,Sv a S� - t I A e 5- 0 3 v Q A P S^ P. o 7. 00,4 iptc ..n L tSs ' T s iiy l 4, 4.44 , n.tt-A 1 4 a Y 4 l I I 11 e 7 Total => A'7Yo•DO Sales Rep: OA 4'd (exeludi.a freight . i+steilohy R Inxes) • cYe�ll toads pierne, we will r,.nm(>ut$ frai3ht frrr, nr i any otter c h irges and contact you or to orocessii0 ire Cruet •r.t wril!Hn nurchnse cyder, otter written ca frreolian of your creator your check for 50% of the tolol wil be requree c: lr •Irr'•6 yovr order. 2Olance b due O i receipt tot merchor &s. QUALITY commEKCUL AND RE'SIDENTI4I PLAYGROUND 4W/).CPt')RTS (QUIP,NENT • J.KANE • // / % // % / / % & COMPANY II ,,,/ iuln, I 4 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 2X `:YRII..Y. wow ....w,...w. ................. ................._..-...... ..+.a..�...«.........www.... w..�..._ 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 . - .MAR 02 '9z 12:0 TUKWILA DCD'PW City O} Tukwila P.2 /2 C: DEVELOPER'S PiIC)JECT WARRANTY - _ _ REQUEST FORM • 4 •. :: -:a {MY' • V' J ' y� • K I*M.. r-•t 7 i ,..,- �,7t� rg , r , . z V '� • , . \ 'Ni •. •i•+ ' ,� .. �' , ( , 1 , 4.• ((o. •,'S:Q, (p i I..1• e • },� . ' • . • '° °f 4 . i N „ .Yr : I _ ' • C FDC Fou nc ation Dovdo oment Coro, formerly Foundation Mortgage Corp. 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. L .. ,. ... <.. _......: t.;...< v1. r.. �i', YxY: t.«.:^ 7', a' r. 5a'. k. ia: ra.. w. w...... .._....._.............nn....+ roe. r nvex+. mm+. e>r nvx+ .rerj+lxrmrawv.at.w.nea.x+u e..............._....._»........ ... .............- .,,........... ..... ..._...._._. 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. • V - • incerely, Barry F. Owen ' BFO:er Enclosure :.XPF.r. ., ..K.,.:WJi....l .,..1. .i..:r.-t`:'..,..•f.:: .........— ...1.:: '<' ...o ilrCC` XW,M'Ifl7..:' ?ttl.{YM'al4..WYVr ..n »r. .- -,. --.. .. 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: � �►,i, , Barry F. Owen, President Foundation Development Corp. MAR -02 -98 MON 13 :05 P.01 INANE • / / / �.1 ,/ & COMPANY / ' / , ` March 2,1998 Foundation Development Corporation 9725 S.E. 36th Suite 304 Mercer Island, Washington 98040 Attention: Mr. Barry 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 vy in 1 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 , . 0 i �-4 o lthn P. Kane -resident Pager 1 -800. 294.5561 • 3422 Belvidere S.W. Seattle, WA 98126 %sRio. ..,c: �`:.' Y...; i.: n;.;' s5'�.._`.s.at %•.,..J:.7;.:.ru•, «..per.. n,..u..n:r+..r,�.. n..,.._.... _ ................_...,....,�„ «.,..,........... .,.�. . _. _.. _ wm.,..•rvn�++••mu`:. tr+•.s�+rrcwtamtr..,x. ....__.,... ,....�..... ,..a.........•... .... �.,.. ...w..,......�....«,.,......... ...,.. MRR -02 -98 MON 13:06. P.02 ..- 1.: 1E.P;.1 FPDi I TO , %.:7 : "- • Marcb 2nd, 1998, • Mr John Kane • ]. K & Company 34'12 Belvidere SW Seattle, WA 98126 800 294 5561 Project: Peaks of Tukwila Fatal roof coating on Buildings A & B. Labor and Materials: S 2,500.00 Please call if you have any questions. 1 L'ar:lii, Zarnbrano Frojtxt Manager, • 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 APPROVED AND ACCEPTED: The undersigned accepts the foregoing assignment and to host said account pursuant to the terms thereof: Branch: Seafirst Bank Main Address: 701 5th Ave., Floor 12 Seattle, WA 98124 Phone: (206) 358 -3058 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 - • ' 'MAR 02 '98 11:43 SEAFIRST FINANICAL INSTUT.O _ _ ._-. P.1 post It' Fax Note 7671 Dui To 1/ L _ + ` • CoJtHpt Co of iN Co. 1.4 ¶.:weca- T Phone N /s-se . Don 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. Sox 24728 /Seattle, Washington 98124-0728 Telephone (206) 358-3066 Fax (206) 368 -3113 f HAULING . Permit No: PW96 -0244 Issue Date: 08!]3!1996 . Status: ISSUED Approval Letter: 08/13/1996 Parcel No: 115720 -0222 Expire.: 10/12/1996 , Site Address: 15200 MACADAM RD S St: LAND Location: 15200 MACADAM RD S Start Time: 9 :00AM Bond Number: $2000 CHECK . End Time: 3:30PM TENANT SUNSHINE RIDGE CONDOMINIUM'S 15200 MACADAM RD S, TUKWILA WA 93138 OWNER RSA ASSOCIATE'S Phone: 206 524 -4846 C/0 MARKS GOLDBERG, 40'38 'NE 58TH '?.T,' 'SEATTLE WA 98105 1 , BUILDIN PERMIT ..4.iiii, . APPLICATION CITY OF TUKWIL4 Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 �-J ' '-i L DESCRIPTION: > > ] : , AMOUNT: .RCPT >< > DATE . �f r_L- 9 - 0 � BUILDING PERMIT FEE > ; PLAN CHECK • C y PLAN .CHECK FEE,( ,la , r »'$" tt BUI LDI NG SURCHARGE NUMBER q � r l � � , APPLICATION MUST RE FILLED OUT COMPLETELY SIT RESS SUITE # VALUE OF CONSTRUCTION - $ Macadam Road South Alo1 i «Q1.9 PROJECT NAME/TENANT ASSESSOR ACCOUNT # Sunshine Rid e condominium, 811g A 115720 -0222 TYPE OF New Building U Addition Tenant Improvement (commercial) U Demolition (building) WORK: Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct a 10 -Unit, Type V one -hour structure BUILDING USE (office, warehouse, etc.) Residential Use, R -1 Occupancy NATURE OF BUSINESS: Condominium Residence WILL THERE BE A CHANGE IN USE? ❑ No ® Yes If Yes, new building requirements may need to be met. Please explain: From vacant land to developed project ■ SQUARE FOOTAGE - Building: 16 , 9 0 4. 71 s . Tenant Space: n , a , Area of Construction: 16 , 9 0 4.71. s . f WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? X No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ® Sprinklers ❑ 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 Kussman, Architect PHONE 861 -7200 ADDRESS PO Box 1705, Bothell WA 98041 -1705 ZIP 98041 1' HEREBY;:CERTIF.Y::::THAT: I HAVE' READ;::AND; THIS: APPLICATION >AND;. . O.W::T.. E: >SA ! >TO. >` : : ::.: :: :: . . BE TRUE AND OR T:; C REC AND;I A THOR ED , ': P T P ..OR.::THIS.. RMITc;:::.:::::.;::.' �» ?�<'> �'> �<; >;' >; » >:; »� < ° >:� >< >::::< °: . BUILDING OWNER SIGNATURE DATE. . 0 OR April 28, 1995 AUTHORIZED PRINT NAME L le N. K ssman, Agent PHONE 861 -7200 AGENT ADDRESS PO Box 1705, Bothell WA CITY/ZIP -1705 CONTACT PERSON Lyle 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 architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 i days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any • .? ': • • t our process or plan submittal requirements, please contact the Dep. :n : 1 • munity Development Building Division at 431 -3670. DATE CI-11-63 ACCEPTED 41{ P i{ L 8 1995 DATE APPLICATION EXPIRES L '- I -� ERMIT CENTER /- 4S -c / 5 imir i I \ SUE CHECKLIST COMMERCIAL • - '...-...., . ,:: . :,.....,..,.............,....... .... ,. • ... ........,.....................„............... ‘ •.‘ ••• ... • •• •• .• :110,R ,..,. ....... ,,.....:y....,. ,..,,,,, : ......... . . NEW COMMERCIAL .eu1LDINGSfADDITIONS COMMERCIAL TENANT ,....::::...........'.: •.:.... '.. '......:..': • .....,.,,...,....,.„..:..... . ... ;. 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State,licensed. :::. . y ' ula i ..."••• ••••••.. . ••.. • .„...... • .......•....... .... ... .........,..:.....,„ . .: . :„. . „„....„...... . :: . . .. . .. . . •••• . . • ' ..- .... - -. ' .: ....... - ..... . .: . ............,.... .„:„. . .„ .... . ... : . . . . ...... . ..... .. ----!• 9ngineer(rack*tpr,ge 13.......1dc.y 0r);:....,.. . . .„ . : :„.. .... ..... . • . : :. • ..... , •••• • •• • •• • • .•• • • "-• RESIDENTIAL NEW SINGLE RESIDENTIAL REMODELS.Il....:!:....:.....•:; ,.. ...... . . . " -." '''''''''' ........ '.... '''.."••:'-'. ' •• - • ••,..... - • .........H : • .:...: ,., .... ..‘:,..,....:,. -FAMILY DWELLINGS/ADDMGNS.: : • : ..: :..:, . ..... :,.... . : ri Completed Ouildino. 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'''''..'"'....":„ ..'....::.:::::"'''.::;.';::/:.:::::'..''''''''''' .:'• ,.... l ie application (one for each ... ...:,:::::::,.,:„,,,...:::::::,::....::,:,:;::::0::.:::::::::;:,:::::...:::::.0......;:1,.,:,...:,::::,;:„„. :: ...El ' cing r!7 . ...„::::....:.;:f::::::::!:::::::'::::::;:::::::::::::'::::',:i'::0';::•0:1...::1::::;:...::::::::::::::....::::: , El Com , •••••!!.i)!....! Completed bUil ?:.::::::::i.':;:::.:.••:'..:.:',...i...::,:..:•:.•::.....:•::::i:•:::.:.:,:::::•:::::.,i•i•,.i,:":•,:::::::::. , •. , .:.1 . ;::: . ...i.ii . .::::::::.:::. , : .. :: '. r-1::A....iutsor:. .i..,..i,..!'...:.:.,'..;,:',•:.:.'...:-...::::‘..':'...::::.::::.:.....•-.....,..........:.:.:.:':.........:::.:....:.:::::. utility Permit ,..........::,:::::.........: ::'': ii6inii....iiiiii6" Account : Number "..'':''''''''''';':1;'::"''''''":..:'::"'''"i':"1::'':::‘;:'''.::;''''::::' . U;i i;iIbeiiii siii:::)..sets ,..,, .,:„.....,,,. ..., ........,„ .... .:: ... ..,. .. 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'' DITY or TUKWFLA 1 A0•31,0 . • Addrestilii5-MACADAM RD S Permit.No B95 Suite: ----- • • Tenant: SUNSHINE RIDGE CONDOMINIUM 'Status: ISSUED Type: 3-BUILD , Applied: 04/28/1995 I c Parcel #: 115720-0222 rued: 02/20/1996 t Permit Conditions: , ,.... - - . ..... , . ••.,. 0 1, CHANGES TO EXTERIOR,S3TEURFAtE':.0VBLIILDING EXTERIOR W/0 1 1 WRITTEN APPROVAL FROM OLANNiNG e 4., ,....... 2. A qeotechnical enOneer who is'intimatelv faMfar.,with all site reports shaly:'be olOOteduringall er4cavat4oh The , , .. . , engineer shaJOICt to:rpreVentslope failurejmpact„, adjacent prOarty.!. potehtial ex.dayation:cons to the CitY;;.:. The 'e4:ineershall'aiSobe,res‘poriSiblo fii, 1 monitot lt)g the irnp ot an appropriate ,surVey '..p., ( monitorAhg' prO'gralirtoenr sueithetability of',.,adfacent. '.-:.',\ . . prapett, • i' ' , 3. Finalf*ade along the not thi4eSt per4Meter shall not exceed I that:p'roposad in the Planned ResAdential Development"',.. • •_,• _ . approVed,ffiy,,the,City Council Order to allow succeft4 . esta011shment pf the proposed plantings, reduce vistial propi*nen6eof the developipent.'and sucx*Ssfully screen the4neadlightsof.:Venf'cleiavellinijinOrth-isouth as ,iNeITM.,, , ., as h put of telgaraae. - Roc et 4ay,! ba resolve , . . ,, ...,,,,:, thisArade: upon ;:. ,: _..,. 1 , .- .. 4 AdeluateprOvtsidn'off0 tnevpedetOan' trail, built.,,,to,t4 i'IM il City standards, snail ,be/Tade4riOr to -,final building permit N .,„ appr,oyal. , . 5. No change to the site plan or bOildi,ng e),:terlor maybemade 1W . _. • without written Planning Division appr001,_ 6. PlanOng DlOsion review of the proposal s pOSalLi a;'Secondary,,,,,,,. pv ., checkOf Conformance with the approved P.Ilannee 4./ ill• Development application. The apOican bears full 660/ A responSilility for cOnformity wittOthiSandjall f ,-_ - ')es' standardand Shall ensure that such are satfsfteds. ,:•:.,-;,,./ .: ..• Planning'bI 'are available to answer an. /f14.1 . specific OeStitins desigh CitY ,f... standards. '''':',:. :, _ 7. Audible and Visible Alarm sySte6,Ouired complOng'with WAC 51-20-3106 . _ B. No changes will be the plan! uhless..ApprOved by the .... Architect or EngineeraphT0...!011:014.11h4'Division. 9. Plumbing permits shall be Seattle-King • • County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296-4722). 10. Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248-6630). 11. All mechanical work shall be under separate permit issued by the City of Tukwila. 12. All permits, inspection records, and approved plans shall be available at the Job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 13. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 14. All structural welding shall he done by W.A.B.O. certified Welders and special inspected (UBC - Sec. 306(a)5 (._ . ......... __. _... , „L5. When special inspection is r•equir•ed either the owner, architect or engir hall notify the Tukwil, Building Division of appoitent the'inspection agerl prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building ' Divit4Opcjin a t•,i,!mely manner. Reports shall contain address, proleerme, permit number and type of inspection being performed.--- ,16. The special inspector shall submit a final signed report . stating whether the work requiring special inspection was, • , ,1- .. , CITY OF TUL WILA ' • • Address: 15200 MACADAM RD S St: LAND. . Permit No: PW96- 0244'• • • Suite: , , - . • Tenant: SUNSHINE RIDGE CONDOMINIUMS 'Status: ISSUED Type; PW -HAUL A p p l i e d : 08/13/.1990 . ' Parcel 4: 115720-0222 Issued: 08/13 /19% ***** .*****************************• k * * ** * *•k ** ***** * *•k* * * ** * * * ** R * * * ** * * * **** Permit Conditions: 1. Any material spilled onto any street shall be cleaned up immediately. _ . .-- --4., :.^ 'rif t . k - 1 "• 1 •"'f P. . ''.',',',..'1,''' t to '. fl.::"),- i s u � �` � '. t -4 ! d r t '( i �1 i . }. F l r ,;, i.? i ., y + y at - P" ri • 1 � �i ' l t, 'T '� 1, � �• r - •, •- ..� 1 .} r1 • `. •' ,.,4• , ! '' 1 ' 1 Az � � T l t f, 1: ... �`t s "� R* 1 ! r .r • t s Z l Y , . :i. 4 . 7 ....11 , �• ^ ," lS \ ' G' �s j' f'' N 0 5,S j'` • \ \rte vi • r : i • het ° ` . T .,_ j '� -'r i, S s a' . s • '1. r Y a, • r7., I i 4° I v i . ' - '.:4. *� ` *a J �. `' ".` +,r,..•..., { • a. art, . \ te' t . A 1 • � . . 4' t . { { j t I r } ', . - r t ) \ 1 , l t, ; ,r' .N iii , i.# J • t ar • 4_ !'1 . ' t . .'v r % 1 1 S' , .9 ,' j 4 ;.y '';'0'.'„f; 0` . . � E��� \, •z,,� • V . � vj' 4,; 4 , : 9 :. •�x 4). us •1 ' =` a : '.r * . ' . ; ••. i ''..,,, Cr rti `�z ;Fr; `+;t4 'tyre' • ` a" i . '1111' „ s . ,. • Z, 1 •' Al �C '.” • • • .. .., rmeMtr lMVAnNJIMUNM. AY.' Y!_' 9. QaiX1DfY. 4' I2�tlhT'hti!'VabXAluwuaww...._. . 8615 -d12e,O 2- S ,D��o ....... . qs � = t A ti O , - City of Tukwila John W. Rants, Mayor , t r ) %. �Stt'.. = Department of Public Works Ross A. Eamst, P. E, Director �soa NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER v FROM: PUBLIC WORKS ENGINEERING DATE: AUGUST 13, 1996 • SUBJECT: SUNSHINE RIDGE CONDOMINIUMS Bulloch Construction Corp. Hauling 15200 Macadam Rd. S. Project No.: PRE94 -010 Activity Nos.: PW96 -0244 9, Contact: Mr. Chip Gregory Phone: (206)324 -1314 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August 13, 1996: Permit Fee PW96 -0244 Hauling 25.00 • Total: $25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance and the Haul Route description. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 BULLOCH CONSTRUCTION CORPORATION August 13, 1996 Michael Villanueva, EIT Dept. of Public Works Re: Sunshine Ridge Condominiums Information needed for hauling permit: Quantity of materials 1500 CY (approx.) Hauling route Head south on Macadam Rd. Take a left on Southcenter Blvd. Take a right on West Valley Hwy Dump at Pacific Topsoils yard located at 4400 SQ16th in Kent Schedule Start hauling on Mon. 8 -12 -96 Finish on Fri. 8 -16 -96 cy Thank you for your cooperation. Very truly yours, BULLOCH CONSTRUCTION CORPORATION Chip Gregory Project Manager 2323 Eastlake Av.nu. East Suit, 410 Bwtd% Washington 98102 (206) 324-1314 Fax (206) 324 -8886 • • POWER OF ATTORNEY OF INDEMNITY COMPANY OF CALIFORNIA AND DEVELOPERS INSURANCE COMPANY N °° 2 9 4 0 8 6 P.O. BOX 19725, IRVINE, CA 92713 • (714) 263 -3300 NOTICE: 1. All power and authority herein granted shall In any event terminate on the 31st day of March, 1999. 2. This Power of Attorney is void if altered or if any portion is erased. 3. This Power of Attorney is void unless the seal is readable, the text is in brown ink, the signatures are in blue ink and this notice is in red ink. 4. This Power of Attorney should not be returned to the Attomey(s) -In -Fact, but should remain a permanent part of the obligee's records. KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, do each severally, but not (ointly, hereby make, constitute and appoint ** *RONALD J. SHERON, R. MICHAEL CREIGHTON, PATRICIA RUSSELL, CARLENE REISBERG, PAMELA JARDINE, JOINTLY OR SEVERALLY * ** the true and lawful Attomey(s) -In -Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporations as sureties, bonds, undertakings and contracts of suretyship in an amount not exceeding Two Million Five Hundred Thousand Dollars ($2,500,000) in any single undertaking; giving and granting unto said Attorneys) -In -Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as each of said corporations could do, but reserving to each of said corporations full power of substitution and revocation; and all of the acts of said Attomey(s) -In -Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolutions adopted by the respective Board of Directors of INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY, effective as of September 24,1986: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attorney, qualifying the attomey(s) named in the Powers of Attorney to execute, on behalf of the corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, INDEMNITY COMPANY OF CALIFORNIA and DEVELOPERS INSURANCE COMPANY have severally caused these presents to be signed by their respective Presidents and attested by their respective Secretaries this 14th day of June, 1995. :INDEMNITY COMPANY OF CAUFORNIA DEVELOPERS INSURANCE COMPANY By , 1, • LL4.Q B (1 )4 1 - [. D. a F. Vlncenti, Jr. O N,PANY O � D; to F. Vincent', Jr. Qc,�NS •N President � .• P • f � p President 4� • • 7 co 2 ? OCT. S a ATTEST �- MAR. 27 ' 0 y 1987 a y By 1979 I OPT By Walter Crowell Walter rowell Secretary Secretary STATE OF CALIFORNIA ) SS. COUNTY OF ORANGE On June 14, 1995, before me, C.V. Brink, personally appeared Dante F Vincenti, Jr. and Walter Crowell, personally known tome (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les), and that by his/her /their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. , .. C. V. BRINK ,4 - 4 1 , � COMM, M1036712 n Signature • , s A NOTARY MUG • CAUFORNIA ORNfG COUNTY *Comm. Exp Aug. 21,19S1 CERTIFICATE The undersigned, as Senior Vice President of INDEMNITY COMPANY OF CALIFORNIA, and Senior Vice President of DEVELOPERS INSURANCE COMPANY, does hereby certify that the foregoing and attached Power of Attorney remains In full force and has not been revoked; and furthermore, that the provisions of the resolutions of the respective Boards of Directors of said corporations set forth in the Power of Attorney, are in force as of the date of this Certificate. This Certificate Is executed in the City of Irvine, California, this day of , 199 _ IINDEMNITY COMPANY OF CALIFORNIA oVpANY DEVELOPERS INSURANCE COMPANY y 1NSUq 4 By / • 4_Icalt`ar i ? OCT. 5 a By , • / �.ra�`•� — MAR. 27 ' o L.C. Fiebiger y 1967 ' L C. Fieblger y 1979 pc Senior Vice President 4? IF .pe'� j` Senior Vice President O ♦ I •, r * ID -310 REV. (2/96) Aug ail 96 13:06 No .0_07 r P.01 Q sumvotecorro:zr. • I CO GROMD • • LICENSE PERMIT BOND Bond No. 428769C KNOW ALL MEN BY THESE PRESENTS: That we Bulloch Construction Corporation ,as Principal • and the Developers Insurance Company , a corporation duly organized under the laws of the State of California, as Surety, are held and firmly bound unto City of Tukwila - Puplic Works nppartmpnt , as Obligee, in the penal sum of Two Thousand and No /100 Dollars ($ 2.000 ), lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally by these presents. WHEREAS, the Principal has applied for a license or permit from the Obligee for Hauling_ Permit loW, THEREFORE, if the said Principal shall faithfully observe, keep and obey all laws and ordinances of said Obligee relating to the said license or permit now in force, or any amendments thereto and shall save, indemnify and keep harmless, the Obligee against all liabilties, judgments, costs and expenses, which may accrue against said Principal in consequence of the granting of such license or permit and will in all things, strictly comply with the conditions of the license or permit, then this ob- ligation to be void, otherwise to remain in full force and effect. The liability of the Surety hereunder may, however, be terminated by giving thirty (30) days written notice to the Principal and Obligee, and upon giving such notice, the Surety shall be discharged from all liability under this bond for any act or omission of the Principal occurring after the expiration of thirty days from thtr date of receipt of such notice. SIGNED, SEALED and DATED this 20th day of August , 19 96. Bulloc; Construction Corporation Dev ..ers Insurance Company �� Principal NOW X A� _ _ • e on Att• ney - in - Fa t Developers ifl ui'011C 0 C00111:10y • Incle►nnity Company of California • ulster In$ilrancc St'.1TIcc;;, Inc. 9750 • 3rd Ave. ; \'.I;. Sullt' 100, Seal 11:•1 911115 (2001 525•8201 • 1.!.% (21111) 525•lf2I1 a ACORD CERTIFICATE OF LIABILITY INSURANCF MR DATE(MM/DDIYY) ULLO -1 08/22/96 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Ribble & Prentice, Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR . P.O. Box 3467 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bellevue WA 98009 -3467 COMPANIES AFFORDING COVERAGE Gregor Hodgson COMPANY Phone No. 206 - 454 -2445 FaxNo.206- 646 -9616 A Great American Ins INSURED COMPANY B Bulloch Construction Corp. COMPANY • Bulloch Management, Inc. 2323 Eastlake Ave. E. #410 COMPANY Seattle, WA 98102 D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MMIDOIYY) DATE IMMIDDIYY) GENERAL LIABILITY • GENERAL AGGREGATE , S 2 , 000 , 000 A X COMMERCIAL GENERAL LIABILITY PAC 8304361 04/30/96 04/30/97 PRODUCTS • COMP/OP AGG 52,000,000 CLAIMS MADE I X l OCCUR PERSONAL & ADV INJURY 151,000,000 OWNERS & CONTRACTORS PROT EACH OCCURRENCE 151,000,000 FIRE DAMAGE (Any one fire) S 50,000 MED EXP (Any one person) i$5,000 AUTOMOBILE LIABILITY ' COMBINED SINGLE LIMIT S ANY AUTO ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE 1$ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT 5 ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT S AGGREGATE I S EXCESS LIABILITY EACH OCCURRENCE IS UMBRELLA FORM AGGREGATE ._5_ OTHER THAN UMBRELLA FORM S WORKERS COMPENSATION AND TORY Y • LIMITS ER _ EMPLOYERS' LIABILITY i ' EL EACH ACCIDENT 5 THE PROPRIETOR/ INCL • EL DISEASE • POLICY LIMIT S PARTNERS/EXECUTIVE OFFICERS ARE: EXCL EL DISEASE • EA EMPLOYEE I S OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESISPECIAL ITEMS RE: OPERATIONS OF THE NAMED INSURED. CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED AS RESPECTS INTEREST IN SUNSHINE RIDGE CONDO PROJECT LOCATED AT 15300 MACK ADAM ROAD, SOUTH, TUKWILA, WA CERTIFICATE HOLDER CANCELLATION 1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL CITY OF TUKWILA-PERMIT CENTER 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, PUBLIC WORKS DEPARTMENT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 6300 SOUTHCENTER BLVD, STE 100 TUKWILA WA 98188 OF ANY ' • THE COMPANY, ITS AGE . • NTATIVES. AUTHOR! D REPRES TATI • ` ,` Greg• •••• ACORD 26-S (1/96) © ACORD CORPORATION 1988 PRESIDENT P - 13 - 0 b c v ,-) 41._ kr 4 ,_ AI . 01O S:fc. '` 1 i 1 9 t _......,„ go,...' •. ,L,,c.i,„ V . S r , • 'I . 2 i th /n v&,„?(' • • • • tJr "::"411V '' 3 t464' .4Lb • S>t.r ° • - •,,' ' � �++ r 31 + rti } 1 � � r, . rte! 1 •VC ,- S +Yi • ii. 1 : K. it, r .[ t e-'g t t_: tw ti� ' ' f yy i 7• ; 1!T = �i�{r • > �'Y - - .,. 1 'SEATTLE c } .i' �_.� +r.i. • soaTURE ` r • i - _ - _ _ - � - / 1, l -_ -_ _ - _ _- _ - _ {• -. AVENUE E: SUITE 410 SEATTLE WA'98102 ` r I 1 g j 19 2[1250 ' 1 a PAY /• c • `� TO TH ♦ �� c v /�� • / ` < 'ORDER OF QI • •L>� � uJl 1 �1 . ; . r +� / - 7 ��t � ' ]] ' �� ; -..fir /,` n` . r ♦ ri f \ /. i \- . `�r ,'� . J ` F � SEA , r 'f 1 iAS ,� r 1 MetroPO4tan Branch 000208 • /. f J,1 � . 7309 4th Ave: - ' Se the r a wa t t ' 98 0 ♦ t• i r • .\ F ' � , : I i - I .00 9 .•�1` :!.";,:L.:',2 •i 94 2;500 _ 0 0',2- , . r.• 4 0: I - _ /_ . \� ` \' yam• � \� ,a•' - .•�'- , <' - - (.tom .' 'l ,` ' ii / - • • • !PA>*_rr.S.�*-<tc.'g 2:2 of ... ._ +_':,:::...;cam;.: ... ...... ..�e•c�: :�.,.«- .rte:- u..,.r._.....rc•..k.. ___.. _ ._._. _. ._ )1 �� w FOR ST AFF USE ONLY � J�4 p s i CITY O F TUKWILA .., P ermit Center 8 4 -+ . P ro f ec4 Numbors , x i r'f °� ; , • • ij 6300 Southcenter Boulevard, Suite 100 ` ,vt..,, ' rr Tukwila, WA 98188 perrrdtNtitnberrtt` = il ?�` +s i.�` �L °,.: i.:; (206) 431-3670 :.,:,.. ,'r : j„ ,.145 Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: SVIN��I►J ►�nf - �V11 LDINC� A/ h4/4UU NG- Value of Construction: .apesTimpw Z 3PP,sat Site Address: ,, 2.0 6 , e S . . cp Tax Parcel Number: Property Owner: Phone: p Arr. f L� ws.• c :c;) 2 3 2 — 3S /O . Street Address: City State/Zip: Fax #: 725 S. F. 36 �e- - .LF/•./ w4 emoy (2 23 - 1/79 Contact Person: Phone: l'Ik/' c G. I'�C,Ge. ( zo6) S 2 y - k'P v6 Street Address: City State/Zip: Fax #: '17 31 IJN;•ers;/1) 1^1,..5 / x1/607 Se„r <if AO 'viol (2 (9) 5L 2927 Contractor: ri /„ / Phone: I 6 C.u :4 -0, l�' ZOO 32 y - /vv Street Address: ♦/ City State/Zip: Fax #: 3 z3 &3f1A4. /1,,c £. ,e4Wt 9P/o z CDb) 32 v - lee fti Architect: Phone: Street Address: City State/Zip: Fax If: Engineer: Phone: Street Address: City State/Zip: Fax #: MIECEL6/04EdUSr0 RMItHEWEW;'AN.O ROVAt:4F.if 00,ES1'tet01:0:BE;FILLEO.100 `I 0/1L'ICAN Description of work to be done: r I Cy.," e)c1 - rA dl./ 0,i 5:4 • t�1 Will there be storage of flammable /combustible hazardous material in the building? C:1 yes tom• no Attach list of materials and storage location on separate 8 1/2 X 11 paper Indicating quantities & Material Safety Data Sheets ❑ Above Ground Tanks El Antennas /Satellite Dishes El Bulkhead/Docks El Commercial Reroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls Cl Temporary Pedestrian Protection/Exit Systems ❑ Temporary Facilities ❑ Tree Cutting I '; ';`' °'`' ' "' "`` APP, LICANTrREQUEST�F „OR'MISCEL'LANECUS PUBLIC: WORKS <PERMIT$:':”' <`. ".. `o "`;" ' t �:'; ;; -1 ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop/Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading/clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): El Water Meter Temp # Size(s : Est. quantity: gal Schedule: ❑ Miscellaneous Moving Oversized Lo n t • ""•{iii <,: .'4'`'� 'ri:�'!S: :�' :a fE•:pi• �'t.. 7F; ..AY,:' n ,N; rY ^v»;; G2ti> ?fns ',.•.. MON.THL'Y' SERVICE .811 [INGS:TO.•,_.:;,...., : �:....:r •.. �;: :;:.. , 5. :.., r .....,.:,� � , ..,, ..,....:..,xl,,�;.�':r .,>.!��: • . , f�3 , .,. ? , Name: ts I Phone: Address: I City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER' METER 'DEPOS1T /REFUND;BILLiNG: ';:• <;i ` ti'" " , ` f :' ''' . Name: N/ I Phone: Address: I City/State/Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dale application accepted: Date application expires: Applicationn by: (initials) Ir 4(9 Tr ( �� M111 13 001 1 MISCPMT.DOC 7/11/96 ALL MISCELLANEOUS PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ■ • . > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ti ., D BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED • ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • • CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW . Above, Groun�Tai7ls /War,Tanks= . SuPoort9 - ;direct) c/� /� i 'tu ' i4 "'44.;x." ❑ d ! S i , f (F.,, ., d�VP }��Ye,.: ; . xsupm�t�y(�!y . �. 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If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorlied;,ggentOf: the appllcaetis ptherthar thO registere pr .' by the State, of: Washington, a letter from property.owner authorizing the to submit; t ii mit:application and •• obtain:the.permit.wIllbe reguired as partof.thls'submlttal .. •. „'.: ; ;.;:;:.' •:' • • I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS :. PERMIT. '. BUILDING OWNEER''OR AUTHORIZED'AGENT a ' * •• 1 • , -;' '' ' , ( Signature: ;G�"�`` `�`"./ I Date: p_/3_ 9 6 I Print name: 4 tc s G t3 0 ,, 7 Phone 32 y - /3/ y I Fax #:(2,4) 52 y -B!d'b Address: 2 323 gs5 -1.4 4,, City /State /Zip: S <<.rtG. , WA l'eitoa • . MISCPMT.DOC 7/11/96 &1 ��; D ' - C it of Tukwila John W. Rants, Mayor � � J i w -: � �� ; : a' � t -� ; City J : � ``� t` Depart of Public Works Ross A. Eamst, �• � q �; ; • , . _ : rnst, P. E., Director 190 - -- NOTIFICATION OF UTILITY PERMIT ACTION r TO: PERMIT CENTER FROM: Ic l i to PUBLIC WORKS ENGINEERING DATE: SEPTEMBER 12, 1996 SUBJECT: SUNSHINE RIDGE CONDOMINIUMS Street Use Permit 15310 Macadam Rd. S. Project No.: PRE94 -010 Plan Check No.: B95 -0128 Permit No.: MI96 -0003 Contact Person: Mr. Mark Goldberg Phone: (206)524 -4846 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON September 12, 1996: • PERMIT FEE MI96 -0003 Street Use 25.00 Total Fees: $25.00 4 Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of UPA, application and plans) Development File (copy of UPA, application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 • Fax (206) 4313665 �J oaA... CITY OF TUKWILA FOR STAFF USE ONLY r 0,1kt 1 P ermit Center Project Number: 9 �j 3 , 6300 Southcenter Boulevard, Suite 100 M I e�; 96-00o3 Iv, i I ,/ Tukwila, WA 98188 Permit Number: 3 (206) 431 -3670 Miscellaneous Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: Value of Construction: 4 77tA Om We VA ct, Site Address: M(k(lRt7AM RD S, Cit State /Zip: Tax P arcel Number: io n 115720 . Property Owner: l ' Phone: 23 Z 35 H on d a - nl/I 0eVe!o rnen( ( r/ o Street Address: v za . �I City State/Zip: Fax #: q �z c 6.E �( � d � 4 / /Y I a e r 5 a n ' At Igo 252 - 91799 Contact Person: L G f4t `/ n ` , � Phone � � �� G ,� �� 6 Qr �d ) G t7 �rd� Street Address: ,, ,./ ,, / iv 7t / � it tat / ip: Fax #: � q 29Z 137 Uni✓ers uU y IV__ I . S a ll 9 if 5 � Contractor: '7 Phone: Di 1/ 0 c /I Lot I 32'/ i.Vy Street Addres 3 & S Ale T � // City State/Zip: Fax #: 32 y gf f/ Architect: / 1r Phone: 3 1� to Asa,/ A QrJ 4 �2 - 6 Street Address: f5 t -.--) �( s Gj� St ���p Fax #: N Engineer: n / A Phone: Street Address: /' City State/Zip: Fax #: i MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: . (TO. "BE'FILLED B / NT). p . Description of work to be done: l /nlfSeQPG , •At' e ie (wec°/i yo%!u , j at�t i 1k LA / t i ei p ig r f~ Will there be storage of flammable /combustible hazardous material in the buildin J ❑ yes TA no \ I /// , Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets El Above Ground Tanks ❑ Antennas/Satellite Dishes ❑ Bulkhead/Docks ❑ Commercial Reroof , ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing - Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection/Exit Systems ❑ Temporary Facilities ❑ Tree Cutting I APPLICANT. REQUEST FOR MISCELLANEOUS PUBLIC WORKS'PERMITS I ❑ Channelization/Striping ❑ Curb cut/Access/Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading/clearing 2 Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage IA Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous ❑ Moving Oversized Load/Hauling MONTHLY SERVICE BILLINGS. TO: RECEIVED Name: I Phone: CITY 0r urv/IILA Address: I City /State /Zip: SE? 0 5 1 0 Water 0 Sewer 0 Metro 0 Standb1PERMIT CENTER WATER METER DEPOSIT /REFUND BILLING: Name: I Phone: Address: I City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. 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 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: Date application expires: Application taken by: (Initials) 5 Cr✓l 0 s, ((q b >LIA kV -C.4 , I or f ME( MISCPMT.DOC 7/10/96 ALL MISCELLANEOUS PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ❑ Above Ground :Tanks/Water Tanks`- Supported directly.upoh grade • : `Submit checklist - No::•M -9 exceeding 5,000 gallons and a ratio of height to diameter or width ' which exceeds 2:1 ❑ Antennas/Satellite>Dishes Submit Checklist: :.Nor .M -1 71 Awnings /Canopies - No signage Commercial Tenant. Improvement Permit ❑ Bulkhead/Dock Submit checklist No: M -10 ❑ Commercial Reroof Submit checklist 'No:. i n Demolition Submit checklist : No`l M -3, M -3a ❑ Fences - Over 6 feet in Height Submitchecklist ':No ❑ Land Altering/Grading/Preloads Submit checklist No: M -2, ❑ Loading Docks Commercial.Tenant Permit. `.Submit checklist: No: H-17• ❑ Mechanical. (Residential & Commercial) s Submit checklist < • No: M-13,' • .Residentiat only - H- 6, =H -16 ❑ Miscellaneous Public Works:Permits . Submit checklist No H -9 ❑ Manufactured: Housing (RED ONLY) :.Submit checklist :No .fN 5 ❑ Moving Oversized Load/Hauling._ Submit checklist No Mrs fY ' ; Parkin Lots Submit checklist >No - •M 4 ❑ Residential' Reroof - Exempt with following exception:If roof structure..., ; Residential Building Permit to be repaired•or replaced. Submit checklist- No: M-6 ❑ Retaining Walls - Over 4 feet in height. Submit checklist • Temporary Facilities Submit checklist:: ❑ Temporar Pedestrian: Protection/Exit. Systems • Submit checklist No: M 4 ❑ Tree Cutting ` : Submit checklist : No:.M 2 ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer or contractor licensed' by the. State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit: application and: obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR UTHORIZED AGENT: • Signature: /// `/ I Date: 1 • Print name: dr ( (0'11/ Phone: �,y_ 6 I Fax #:�2 2927 7 - 9 N Address: �n►I er.< { J I VA y '/ 4 17 Cit /State /Zip: ,sea*, WA 003- RECEIVED RECEIVED CITY OF TUKWILA SEP 0 5 1996 SEP - 51996 MISCPMT.DOC 7/W/96 PERMIT CENTER TUKWILA PUBLIC WORKS e' �- la ?.ULiU' `. . "_ '».t I':+: ! }Fil:''- -t.,j_ I_.: "1e f,Lir-. 0:: S r a t tl : : 1 S'. l` i 1.• r. n r ' o': -3 t Letter: C5 2 • • 1 s: ti f: P ! No: 11572C-01:22 E:t':t, i re: : C7:16:1996 S .t.e r.t1(i°!3__ • ? 7-:fit MACADAM �'�c' S St: LAND •.::: L� t t �: 7; : 1. ► n MACADAM R D r NEW CONDOS L - - ;:t Time: 15310 Bond NL Qt ` T0 1(. I 7 SC4 A MA Ei : 1 T i m e : )•E1''ANT ',t_'f Hfit:E RIDGE 3_1 MI IUM 16310 t-i . MACADAM PD S. T U1':.WILA WA 903E8 Wi' RSA �- `_.�:r +.I;':IE r °!<t7i:. �1C�c f:#24-4346 }F �` 1 . ''. ItjrF•'f ^. 1 :;�:�Li' t d �_�it, $4 y`l':ti :t! ::tEa =:i ' =E '+i +jr., .. `1.:.'11 \Ci -f'' Cr S4`'�'•. ti: �' + INC. S Phone: t206)392-0250 11i 1 FRONT 1 l.�'. ?U11AH .:S' '98027 *.4 ♦ 44 ' 1 4 4 4 4 4 4 4 •4 'e 4 4 •4'4 4 4 R.4 4 •4 •4 fit 4 4'.k • it •k •k • 4 •4 4'4 11 4 4'4:4 •4 k•4 k 4 • •'4 4 k 4. 4., 4'4 k 4 • ...k k • • • 4 Fran 1: iec,:. F ee : 111.00 inspeCit.tCh € eet ' . • . 15..00 Otr e.r" -Fee: .00' .. . •1•:_�iAL FEES: • ' 25.00 w, r r '4 : 4 4 . - 4 4 4 v:4 k 4k 4'K'4 4 I'4'4 4 4t •'4'44• 4. 4.4 4•4'.k•4'4 w 4 ;4l4 4t4 4 4 4 4 4 4'4 k 4'k ♦'h 4 '4'k 4.4.'k 4'4' 4.• 4 4 4 4 4 4. i f hs? !l7i.:iet' ivr,e!! fie7'a't +t ► ppliesfor ist:7`I)),D:y: if 1; to r ?'•t+= hiU 1 1.'1±7 Lic'r' attached map 3 ?; accordance � _.t3t•tl3tie`.' �1i t1i the 'tl}1 1 +.14117i!7 t:GTi!1' t l t�7i: . - F a...33�ilig. ii_Z)"i•XTi�] tii7:!1 co. }71;13 :1'1Lii•i_' fit'. +:j4�'i�.t? 4y. b 1 . r; `r traffic c: nt7't'a`7 . 1..ontr'acto! :ha1i.. L�7'+:.•�'7°ie Geri "tt�ie!1 f 1 1 i ••?i 1 it• CCtlt *'t ?1 ' � t1�i)t' i 7 't' r'Litt .; 3 ::,Y::?:?6't ?7' . t1it ?'b: 1:,e +::1'eai: Streets to ,th .. a . _ :it:r i +:'.ti Ot Ptlfi 1 +: i4A)r .: each ri•i. ht ar'ctl;i:i lla0 i i; ��' ;'.oute 1'7su t' 3'u::,11rir;�x a 1 I�:Wr:d1! , ;s ; ,c 4.- f +':t if C i t r: L e :t+: i' b -ft! re'. I..' CiCi � fttl+ n, o,i e'7 :i:i_ precetl1Tll3 ait4 eL?kerd ;r- F'''e r'+11i.t'; . ;::',.V, : 3 I id between "; -the :'wee! tia5f' hp-u: _ of • .'' :CO a. ill. and' 3 .'s _i . .C).:A. on i't . t ',- 1.1ean an 3'i_-'.i11u.e dti�c'i i C' :3 .li lrti9!'iri.. in .7it7 .,arPii?lt1 tAra i n U - P rov i •dt�'�' aC� ti?iill�tt7''iir :it:'t t : _ .'3�' 'tt 'interfere e w,i btii.e; vehicle All i eh id!1',: emet, t't7' caiA t' , tr''Sd to travel; otr e7;•'. CU7`fl: , 8- i'•t. 1 �'�• 111tf'_ t ` illiif�: e complete : t;o prior .1 : '7 qh t• -!`t - '.+:�- i t 1:a. t''71 t' i'�.i ] Q,lli:+' i t`. �f.•' 1 1 •J: r 4 4 .4 v 4 4 •.i 4 4 4 - •k 4 k,'k 4 • .4'4.4 4'f'•' .4 4''k 4 4 . ' . 4 4 ,4 4.:4 k4 44 3444' 4 4 °4 4 4 44 •. •.•M44s 4„4.444k0,44444 1,. `4''' ' ' :4 YEE , ?PL 14 AHT ML_,1' t UTI F'•s i HE 11''. F +_TOR OF +=+:�i� IE11'+= ENENI ..' ?I,C.+ :f !)MF °LETIOI OF WOf:t:; AT LEA S1 24 : ,HLiUR'_�' IPA ADVANCE-, 43'3- C11��.�� '.ti9nat C '` [)a � YT ------- - -- - -- . 4 4' 4 4 4 .4 4 4 •4 4 4 4 •4 .4 4 4 4 4 4 •4 •4 4 4 •4 4' r• M' l' 4 4: 4 4 k 4 .4 4** 4' 4• k k "' 4 4 .4 '• 4 4 4 .4 4 4 4• k k' k' 4: 4 4 4 4 4' k 4' k• 4 4 b 4 •4 4 4 . 4 4 APPROVED FOP ISSUANCE E 11V .. Jjti; • 1 - -• t1 a :f By: eS 174O(i _ ... _._..- - - -- Au for ;zed Peril i t Center Signature Gate '.4 4'4 4 4.4 4 k't'4 4 4 4/ 4 44'4'4 4 4.4 • 4.4'4 4 r ••4 4 4.4.4 •4.4'44.4'4.4 4 • 4'4.4 4 4'4 •4'4 4.4'4 4 4'4'.4'4 4 :4 4 4 4 4 :4 4 •'4'4 4 1 1':ereoy certify that the permit holder who name and address appears On t h i s r'ec or!i has s a t i s f a c t o r i l y met t h e standards and c o n d i t i o n s for the project approved herein. Final Inspe+. tion Approved By: » -_ Inzpecttl(' Signature Dace 1 . . . . . . . • . . . • . ..... .• . , . . . . .• . . . . . . • . • . „ • . . • . . • , . . . . . . . • . . ' . • . . . . . . . . . :,•:........,..,•• :••••••....,..:::'•:' " .......:`,...:: i: h ,.........,,,,,,,,,,,,,, .1,",,,rN. • • . (-: V/ CITY OF TUKWILA 15(C) Address: -1-4720.e. MACADAM RD S St: LAND Permit No: Pt,-013' S u i t e: lenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED Type: PW -HAUL Ap P1 i Pd : 05109./1995 Parcel 4: 115720-0222 issued: 05/17/1996 44.4, 4 4 4 44 4 * 4 .v * 4 44 * 4 .4 * 4 * *4 * * * .4 * * .4 4 4 .4 • i 4 1 , 4 / 4 '4 .4 l e * 4 4 .4 .4 .* 4 4 4 4 4 '4.4 . * .* ' 4 .4 4 4 4 4 * * . 4 . 4 4 4 q 4 0 4 Permit Conditions: I. Any material spilled one any street shall be cleaned up immedlately. • -..::•..,;..:-.':...;:.:-:-..-......--:. .. . ...,..:.t.T... . , ,• ., .,. . . ..,,- • ,.- .,,,, ,,, „.. -.... „?.?. g -•:k ',. 1 ,....,, .•; .-.., , ■ • ...!:., 4. ;,:' ,- , •':Fli -., ' • . . • ... . ,./- ., ,,,, . .'.:i. • .. • -- ,,, '..-"..: ‘;',,, :,,, of t; •'., ,:,, e.k :::. ;•• ,, ...,:, ,,, ■ .. , . . ., , : , ■..,.„ A! :'•'-'''” • "f •', ''V '`' . .1 '.' '" ,','..: --, - ..• ,,' ..,,, , , -,,.. ,• / '• ,,. -1. „•.) `,' • :„ . , , ''‘" ,:, , 'r.:r.r. t ■ , ' " • :.. , ' : .•:- •.". :* , ‘, ',.., . '' ;,.:. I .i' ' , • , ".'" 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'" 1 ''',: z•••"..44i'll Vel , r' 1 . ''' ' it .....04, ,, '1, \ /, '. • • - 4. i ,;:',..., 4 . 4 \ ,. \ li '4 V 't I•ll ' -''' l' _.....•7'., • _ ,-t• ,,,,. .V 1" .di • ,,..,.... "---....„,... "P .4s,..;• I :SI 0 c,-) • '1,;•••,, irtzt..., .0 \ ,/ ,1••••-••s:-.. - :,.., ,_ ..r; ,.!: . ..., .1." el '•: I -,..., s; af ,,,;: . .4 , •7; •da-r , ,.5.-; , _. .. , N, I ""4 .,y '‘,- f ',.., ,,...4 \ , ,,,,,„. 7,, .,,i , 4;1 •-• " " I:, cl . '..., VN 70 i I 1 1'4 " 't ''•--. \ d ' ,,, • ' I - '•, , t , t1 . 1 i . :'; / \ A.}, , ;,, .,...„,,,,. ,o, ‘ n1f$, . ,g', ., /il ,v*.;.i "'' ' r".'r ': '. 3 ,4V ■ t it ..■''''' 1 f \•1•A\ 'S, . ) ',S,4to ..\-\ ,44:':...:1• .q. . , ••.) , ' • ;,.., ,.. g " i 0 / ■*:. .4 / . . • \,,,,tr.l.'.., f,i,,, ...1 •, 0 ■.,) i., '. .. 7' ; ' (•i :' •ifr r ? :d;' ...• 2/ • ‘6 1 ,, V e. \ ., .e. ' i \ . . .•44 .1. * 14 4.' 4 i') ,,,'.. 4) 4 :!'' '-'; k' ," .1.•.- :e. . . •'', %, ..".„*.W7-,'" ot •,/ • N, '4.,'".',,,,,, ili • 6 , -rei.; . A ,..3 41 4,... ,..4 , ,..,,;1" ''`''''■-•15k..‘.;;:"..,- vv. •4.1.0 - • ....a.f .1" .••••■....:04 • •,,,,,, .,.••••• ,.... • tt,.....,•••-•,,,_ .••“:',::•>•: ',.. '-'''› .•.' F 7 --- .*---.. ......,,,,..•..„ - 1- -- 4'1, — --.1. , ,,r , " , 1. ..," , -••••••.......,-- P4-2,..,A. . ••' ' • • • ' • ' . . . . . • • ----- --. - - -- - - - - - - - - .. . _ _ - - - -- - • r 00,g _ � City of Tukwila ..�,. - John W. Rants Mayor \ ; o y;:: _ " Department of Public Works Ross A. Eamst, P. E., Director 1908 NOTIFICATION OF UTILITY PERMIT ACTION • TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: May 17, 1996 SUBJECT: tiAbine Ridge Condominiums Macadam Road S. Activity No.: PW95 -0137 Contact: Douglas Carlisle Phone: (206)226 -8800 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MAY 17, 1996: Permit Fee PW95 -0137 Hauling 25.00 Total: $25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance, Hauling Bond and the Haul Route Map. • JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 • 1 - J�� ^, �V�-1' C5 C„ RECEIVED CIF WASHINGTON CITY OF TUKWILA /tJK K'n, FOR OEPOeRONLY bie, if 03� S . c &� `� �' 1'Il�C/ W ,b CITY OF TUKWILA MAY 1 7 1996 • 3 � T �& 0307: PERMIT CENTER . Pw96-o1 .: :. .. ... .... .:.. ... n..:.::.}i:•i'•:.: •:: %•::r:.:•.:;•:i.:::: .:. r.::•::::}:{. ist.}:.::: i.•.,• xi.} Y:•}:.} �r:: �} i.: t! t•}: t•: 4:.:}.: t•};• i:..%•: ri! tti�) Y' x' i•::: Yi}';! t.::.:.:::::.:.:+:::: .�::.r::::.r::.:::.::::::. +•:: r: n•r: e.: ::.t• . ..... ... .... ,,.... .Y..: +:.::: .::Y> :Y: : . l :! :F. <.{ }: Y•. . 4.::.;.::!:::: ::::. }•.::•::..�::::n::•• }: }:., oATE(MM;oo AC RD i <: } O . ...: ::..................:.......... . Y ..0 t�.t.:.,.r�:...., �::!.::.:.}:.:.,,,:.:::::: <::::,t.:..i:;;�:i:: };::;.:.... , .....::::::::..�.t:!.:t. <:::.. PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION BIG B INSURANCE AGENCY ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1346 S PIONEER WAY ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. MOSES LAKE WA 98837 COMPANIES AFFORDING COVERAGE COMPANY A uUTUAL OF RE E VED '�J�9G CARLILE COMPANY DBA OASIS DEVELOPMENT B 5792 ROAD K NE coMPA MAR 151996 MOSES LAKE WA 98837 COMPANY TUKWILA D r u A ;�. � f� Nii vSY. .......... i' {::ttirri' ...... i:. } •...;, is .{!!•::i ^: % ^r. ......r.•r...:i!t } � l ?. t ;. �::ii:. +, +,•�:� }:.:{:::....::: n:::nv::::::•.v.v:::::: v::::::. ::: .x:S.,v.n :, r }).' {:..;y..; •:. Fi }: iv}:: t x:.':•} Y:: Y:• YY: i .::�:::v::i::�::tC:::: } ?iiin:i: ii::3:•ii �:•�:•`:::�::: is }i:'r,:i:•: i:•v 1:�(:::!:: >'�' .. ..: • }:::: r:::., ::,:.t,�:.,...,v;):.,•.:.....t, .:..... r.::r. .).:::::::: i•:. t•: rx ,.::::: } < %t•:, <5:•:•'•xv::t•:v• ..::.i,rr:,,,•rk:. /..:::.,••;.::: •::},: r..t,•r: 9; >:. }::` Y:. THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD v INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TA TYPE OF INSURANCE POLICY NUMBER EFFECTIVE POUCY LVARS DATE (MAMTD/YY) DATE (SAM/ODNY) I GENERA. UABLITY BODILY INJURY OCC S Li COMPREHENSIVE FORM PK7 0 311 2-14-96 2 —14 — 9 7 GODLY INJURY MG PROPERTY DAMAGE OCC 111 U ExPLOS ON HAZARD PROPERTY DAMAGE AGO $ 111 PRODUCTS/COMPLETED OPER BI & PD COMBINED OCC 1 1 / / 1 1, • 111 CONTRACTUAL RI & PD COMBINED AGO / 1 / 1 I /, 111 INDEPENDENT CONTRACTORS PERSONAL INJURY AGO $ 111 BROAD FORM PROPERTY DAMAGE ; 9 1 / 1 • Ill PERSONAL INJURY AUTOMOBLE LIABILITY BODILY INJURY ■ ANY AUTO (Per person) f 111 ALL OWNED AUTOS (Private Pass) BODILY INJURY III (Ow Ira P Awle PPaaaanper) (Per aeeidenl) _ 111 HIRED AUTOS III NON-OWNED AUTOS PROPERTY DAMAGE I ill GARAGE LIABILITY GODLY INJURY 6 III PROPERTY DAMAGE i COMBINED I EXCESS LIABLRY EACH OCCURRENCE $ ■ UMBRELLA FORM AGGREGATE $ ■ OTHER THAN UMBRELLA FORM �!� ■ 0T1'4. _ I WORKERS COMPENSATION AND �t� EMPLOYERS' LUBLRY EL EACH ACCIDENT M THE PROPRIETOR/ III EL DISEASE • POLICY LIMIT PARTNERS/EXECUTIVE OFFICERS ARE: in EXCL ■ ����W.��b'� I EL DISEASE - EA EMPLOYEE I OTHER RECEIVED DESCRIPTION OF OPERATIONSLOCAT IONSNEHICLES/SPECULL REMS MAY 1 TUKWILA PUBLIC WORK6 . •}}:[::i:}.t•}:'i;:.}}:.Y }•:,., t•: ::.:: v{ ri :: }iii:l:::�::i:v::{::::}:•Y}:i :;:: ;•. :r {v., }:x•)}:^, „�(�.�y . /1�•./� •� , „ .y.::: ;:..} ..:. :.:• ....:.... .. � ....Y.. .. ... . ,.r. !;: i':: �: ;:is:'•i:! >: }i >iii;:::'f,::'::r fir: i:i:i:::; i;t• }Y {: i: v :: i''r:tiii' i:•i }i:: ::,'.•: }Y }} S•$i }'!{i�A; {: Mln{7:►. iRM .!'f�7.ri..:.f7QM/�R.:::::.::. w::::: }Y:!.ir:!:rry:. •...v v: }:: }t ... ML�RL!F.`��.1�..... .:............::.... tt....... n:::...::.:. ::..::::::.:v:.:, +.:.: ^::::::: .,.n. :{: v.:: ::.::: w::::. .:::: :::.:::. ::v. :...v •:v;; .. ......... .. i..:�:•'t {V,Y'• %•Yi: "•+';tv'•.'r' ^;:::::'4 }vn!r.} v•••Y':•.v....r ... v.: r...... n. nv: t: v. v) v. wr•. t•:. v. n.... nn.. n.}+.. r:%v., t. r.% rr..... n. n: v....+ nxn:.,..}.... r. n.:: Y�. n•.. nv:r..:.•.,•n•:x:nv..nv::.v.ty: Ant! isihrn,•. vx. v:::. v. n:: v: nv.. L::. vrx: nn..: nvn..:: i.,•. v.•... vAn• ....,•:.). {..,vn•.•n!.::'• } }:•• CITY OF TUKWILA SHOULD ANY OF THE ABOVE DESCRIBED POLICES BE CANCELLED BEFORE THE r 6300 SOUTHCENTER BLVD EXPIRATION DATE THEREOF, THE ISSUING COMPANY WLL ENDEAVOR TO MAL TUKWILA WA 98188 �_0.. DAYS WRRTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FALURE TO MM. SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENT: OR REPRESENTATIVE& AUTHORIZED REPRESENTAT' Agri .:.:......... p :• } }:. }i.•.`.i•Y::.y;:. } }:� >.!•i% ^:• }:2i.:::.... x... ... Y: ::• }: }.:: t n ; . ; r :. : }:.:. }:: �:.}::::::! t• }}::• } :• } }::• }:• } }+•':• } ::!:: •:• }Y: {• } : }. }: >.! }::. .�1RA a.: ��'}' twa ............................:::.}:::.::.................: r... t:........ t..!< i.:.: tt{.:{.: t:>:> �rt.:•.>:.:}:.::.::::.: r:::::.:::.::..,::.:::.. �:::. t.:.,.:::::.:..:,:.: n.. �::.,}:.:}}:.:.,,. :. CA. G. CI R. ti}: .OQRPOFI!ARON:: }tA11E. >:: >:: <: lk Ib • • [i ) S EAF!RST CASHIER'S CHECK So - No 7511 854 t • I S SUE DATE: M ay 17 1996 Purchaser. DOUG CARLILE P resent for payment within one year from issue date. othe a tea may be deducted and check may not be cashed at drawee S option. - NOT VA LID OVER 810,000 • . ... a :t r ^ r " '�_ _ ^ • *� AMOUNT ■ PAY -�Mc * ** ■sr s ' r �.,r � srr' iu •` i /US nu n■ MS 81.1 ar . ■ ** *$2,000.00 Pa to th orderoi: • � �CITY OF TUKWILA�� D RAWER: SE BANK DRAWEE A tiAdiahl ' ir BANKAMERICA CORPORATION B • This crack is net FDIC insured Authorized SK - - - - TO Searket Bask (Agent) Seat* Waitangi.. Il 7 5L00854060 1:L250000241: 2 94011' 522 • • • _ - • } . ____ —__ _. .. .__ - _• -_.. _..,_.... . ...,._...- .._....,._�.r.,�,_r. - c- >.�c_...s ._. n - .. .. _ . 5•,ti,i}la^iw'GGC s.^� "' �A:+'Wwl..n•'" . _ J1;w;- 4..11;gs., Cit of Tukter la Appilcat�r� i 5- o 3 • 5- i 1 o • t v i. Central Permit Syster r Engineering Division t --1( , - . A „ 4 4 )o ;; 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433 -0179 Ne' 4y. ,/? 16 - -= UTILITY PERMIT APPLICATION :PROJECT: Site Address: / S no fi C,4 n A/il P 0 ( .c1. • :I,NFORMATlON. Name of Project: , c c i ti C - L „ / l )L • R /,? - NDO,'Ylin) /a"ps', Pro.ert Owner: u A ,, k ,. A ',, .( _ Phone N. : b „ ,, 7 Street Address: 2 32 ,y74 ,4.` c., /- ..-UL' Z- , City /State/Zip: s - yq,/;� e� I t,JA ` % /o 1 Engineer: 6AI NIA 4 Fft'kMPi£C46 Phone No.: (266) 3q2 -C2z o Street Address: I CO r ROW/ 31 . City /State/Zip: iJS ,162UA H , w, 0$0g7 Contractor: Cfi-c /s O� i,'('- Phone Nc :_ w.,',4?_ � 3 � Street Address: 4 Y e, 0`1 Y�, City /State/Zip:h (. .�;,4uk- �,4. King Cty Assessor Acct #: Contractor's License #: ()A 5/3 D i ( -)4.019- 4' 19 Exp. Date: 1-1,---/ – 91 <PERMITS:i: : :'< > ; >> `❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑Private ❑ Public REQUESTED ❑ Curb Cut/Access/Sidewalk ❑ Storm Drainage . '” ° ................. '''' ❑ Fire Loop /Hydr. (main to vault) – No.: Sizes: ❑ Street Use ❑ Flood Zone Control ❑ Water Main Extension ❑Private ❑ Public ❑ Hauling ❑ Water Meter / Exempt: – No.: — Sizes: ❑ Land Altering cubic yards Deduct ❑ Water Only ❑ ❑ Landscape Irrigation ❑ Water Meter / Permanent – No.: _ Sizes:_____ ❑ Moving an Oversized Load ❑ Water Meter/ Temporary: – No.: — Sizes: Est. start/end times: quantity: Date: Sc hedule: ❑ Sanitary Side Sewer – No.: ❑ Oth r1CCCWCo : >:,WATER METER; '{ Name: CITY OF TUKWILA i itCtIVED Phone No.: 1: DEP,OSITr:: : ::. <s> » <` ! >' > REFUND /BILLING;.: Street AddreslAY 1 7 1996 M A» 1 , V City /State/Zip: MONTHLY;:;;;::::; : it Name: PF pku7 CE one No.: SE ><`'``<``: >i: NTEn I UKWILA 'BILLINGS: TO M>» Street Address: PUBLIC WnRKG City /State /Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby ii: DESCRIP..TION;.OFPROJECT ❑ Single- Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units:. ❑ Motel ❑ Triplex E Condominiums ❑ CommerciaVlndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: ` ` M ISC EL L:`ANEOUS` < El New Building ❑ RemodeV Square footage of original building space: INFORMATION Square Addition Square footage of additional building space: . .. .. ..::...:.. .. Footage: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ ::I HEREBY CERTIFY:THA:T I R APPLICATION :'AND KNOW,THE SA ME TQ'B : CORRECT >' Applicant /Authorized q p Contact Person ^ •. -n io n. r-• ..4.6?-e" ec�. •rin 1, • • _ '1- Print Name Uou GC1i2m<L� Address:,57W Avve, ,'Jr ")?nSr4'L,¢LIL CA.)A . Date: l r y l Phone., /c,> ' PhoneS –7 &/4 ' Date Application Accepted: 0 I/ cu Date Application Expires: II , 1.7, 96 04/22/92 • City • L ANDSCAPE IRRIGATION s � of Tukwila (206) 4313670 yf Permit, ivu. rwVD -ul iss us i t7�ts Cor�zp tipVere gMrt / Public Works • 6300 SouthcenterBoul� 1, ty 1 LO� t t e�i k /�,/ ift n 98188 Final Inspection Approved:" Inspector Signature Date --- . ..'. K.. i ,.. CITY OF TUKWILA Address: 15310 MACADAM PD S Permit No: PW95 -0140 Suite: / 2 , Tenant: THE PEAKS AT TUKWILA Status: ISSUED Type: PW -LI Applied: 05/09/1995 Parcel #: -415720-0222 Iss.Jed: 03/03/1998 kle*****4.***********1 Permit Conditions: . . 1. It shall be verified in writing to the Utilities Inspector that the landscape irrigation_a,ystemcontains a State Department of Health apRO:Oi.4;a4'qiY.Ttie:oK,valve assembly This shall be done,,, , . ---, -6E: fici ' - 1 ,ctt-40,1 ,,...„ ..y, ,-::::-1. :. -.."; "i's, '':', 1, r:/.., "... ...,.,,: ir:' ' '','',. )'' ,./...- , ' ' %,:•'.:;: e- ',. :-.: , ''.).. ''': ' ' ' V ;:'... ' ,;.' .-:,-;''' ,, "' s'. ...': ..,' • , . .. ., . . .. , , •, —... . .— ..., i • ,',:- \.;.`,` ,,; ';,:' ','... '..: ...-' --- .". .,,,..—: , — ;'... ; ' • , . , ... l :: .., . ',,.• !,;,' .•.: + ', .',,,, ''' , 1 , .: .; . 2 , . i :' ' 1` :. V.I ' ' ', i .. ', : ''. t‘.: •:, ;' :, , 1 , :: '. ... , . • .. I ; : • , , , „ ; ,' , :` , ■ i , _ . •—...•,,,,,,',' ., , I , „:. „ ,,,. • • ''! .1. -' '.: . f , , , , , ' -.,::'• ','. : ' --...;%:' ''',.,;..„, '''''•',,'''' , — ''' .,•::. • :: ...'",•',' '''''' ' f ' ",;• :‘ ::!' :''' 7 — ' 1 I �J �t�W : , Asti - , ° 1 City of Rants, y °I ,,moo (••• f Tukwila ; John W. Ran Mayor ° ; : == Department of Public Works Ross A. Eamst P. E., Director • 1908 -= NOTIFICATION OF UTILITY PERMIT ACTION TO: Permit Center FROM: Public Works Engineering DATE: January 31, 1997 SUBJECT: The Peaks at Tukwila 15200 Macadam Road South Permit No.: PW95 -0140 • Contact Person: John Patrick Kane, Jr. Phone: (206) 938 -1373 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JANUARY 31, 1997: PERMIT FEE Landscape Irrigation $25.00 TOTAL: $ 25.00 110AWAI 1tEADY{ Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. JJS /tkf CF: Development File (with copy of application and plans) PW Utilities Inspector (with copy of application and plans) Finance Department (with a copy of application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 4313665 :City of Tukwila C C (206) 431 -3670 i Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW96 -0025 Issued: 02/20/1996 Status: ISSUED Approval Letter: 02/20/1996 Project Name: SUNSHINE RIDGE Expires: 04/20/1996 Site Address: 15200 MACADAM RD S St: LAND Location: 15200 MACADAM RD S Parcel #: 115720 -0222 Wetlands: Water Course: Slopes:Y Water Dist: N/A Sewer Dist: N/A Type: COND No of Units: 000 Square Feet: Contractor License Number: TENANT SUNSHINE RIDGE CONDOMINIUMS 15200 MACADAM RD S, TUKWILA WA 98188 OWNER RSA ASSOCIATES Phone: 206 524 -4846 C/O MARK GOLDBERG, 4038 NE 58TH S, SEATTLE WA 98105 ENGINEER BAIMA AND HOLMBERG Phone: 206 392 -0250 100 FRONT STREET, ISSAQUAH WA 98027 CONTACT SHUPE HOLMBERG Phone: 206 392 -0250 BAIMA AND HOLMBERG, 100 FRONT STRE, ISSAQUAH WA 98027 ** k**** k********* * * * * * * * * * * * * * * * *•k * * * * * * * * * *• kit * * * * *** * * * * * * * * * * * * * * * * * * ** *•k Additional Description: Developer Construction 'Cost: .00 ONE WATER ONLY.:WM, SIZE 1" FOR LANDSCAPE IRRIG. METER INFORMATION: Water Meter Size: 1.00 Quantity: 1 Work' Order• #: 5205A Type: WTRO FEES: Regular Connection: 100.00 Acct No 4.0.1/388.102 Install'.Deposit: 175.00 Acct No 401 /386.520 Plan Check: 10.00 ..' A•cct 000/345.830 Inspection: 15. Acct No 401/342.400 Turn On Fee: 00 Acct No 401/343.405 Special Connect Fee: .00 Acct No 401/388.101 Other Fees: 00:. TOTAL FEES: .300.00 ; ******** * *** * * * * *•k * * * * * * *** **** * *** k * * * * * * ** * *** k***** •k * * * * * * * * *•k * * ** * * * * * **•k ** I understand that the charge for the meter installation portion of the water meter /service installation is 'based on, the actual cost of.materials plus labor including 17% overhead: `I agree to pay'the. >installation fee (deposit) on the signing •of :. this application and the balance - of the cost when billed (overpayment will be refunded) . Further, `'•I`:.agree to pay the regular connection charge, administrative plan check ;fee, inspection fee 'and turn -on fee as part ,of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be'constructed at my sole. expense: THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST. 4 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: ft" , _ 64446,24/Z Company: ®' Date: _� .. ************• k********** *k * * * * * * * * * * * * * * ***�iC * ** * * * ** * ** * *•k * * • k * * * • k * *•k * * * * * * *•k** APPROVED FOR ISCUANCE: JJ /�� Issued By: (Alf � Fdi /0j f' Aut orized Permit Center Signature Date ***** k***************• k** * ** * *•k * *•k * * * * * * * * * * * * * * * *•k ** k * * *•k ** * * * * * *•k * * * * * * * * * *•k ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date 1395-612$ STREET USE 4 • ( Permit No: PW96 -OO18 Issued 02/20!1996 . Status: I'S'SUED Approval Letter: 02/06/1996 r Site Addr•��� - J RD S St: LAND Expires: 08/1811996 Location: 1 MACADAM RD S a.,:�a..eJ;`..:;::':itjd,' fSi�,; �f ::n;t.t ;s.:,u'•w�•. >.._...._. -. ... :..... ... .. ....._... Y .............,.u. e... r.• N. r: M�x3: v�h' �. �itmT.:..@' tkYiz:: itt; d a: nue ..,.o-..,,...,«.,....�._....... _, ... .. ... ......._..__. r............,.., ...........ww.+rw.d...w,....... CITY OF TUKWILA f /Address: MACADAM RD S St: LAND Permit No: PW96 -0018 ' Suite: Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED Type: PW -SU A p p l i e d : 02/05/1996 I. Parcel 1: 115720 -0222 Issued: 02/20/1996 ** k**• k' k• k*•k*•k'k'k* **•k **•k * **'k*•k k k•k k*'k k k•k k k ** k* k k kkk•k•k'k* k k k k'k'k'k•k*•k* * k* *'k Permit Conditions: 1. SOUTHCENTER VIEW CONDOMINIUM 4 _ „ DRIVEWAY ; `�TO - BE •� KEPT OPEN TO TRAFFIC THROUGH WAYf-.AL:L`'- ” '`�'-ka,i�,,1' 2. APPLICANT SHALL ;:U1 7,T''TRAFFI rtCONTR.!�L PLAN'`Fl1 NPEDE'STRIANS I AND TRAFFIC CO :?rR,ltL''F� M„ 1 �. ° ADAli RD T9 PUBLIC WORk';� "FOR APPROVAL PRI . 0 A Y TR_ NGHINU'l,,AEFEVING ; i'UBLIC R `d{ W,, o ,o, '‘'''' 4 y ,:e4,-, N\ . I \ A411 °4 ' , 1) U \\I!, 1 r''' 0 4> .4' a, 4. ol t< : k i 4; 0 � t�� I ; 4;) .o.:;:` . f r '''...:: ' 0 44 0.4t° t I 0 p -I'''. '''`' r. .E.- •';; j :, a \ ' I tr4 AYi i-...-'49 4. 0 1 ' ? I * „,. , k .... .,...4 * ej 0 ® tic N 71 / i ,, ....... ..r. o 0, I ) / '‘,--.. 1 „ ,„".„ 1 0 . i • v 1 fi ti , Il i t ttlr 4..4 Q G 4111 . , i" ikqe 0 ) I ' \ de t ' ,,,,,,.../ , hI 1 , S -,!'. s� • ti n p `rG'a� '40,:',.., t-....,.4 ' 1 ti i.J , �� 5 w,,,.1 � . 4: ,,r I p pp� x 1 '. 4 • ,-.17:,.-3 , ss.n G `.... F '4,, P {J v,11 t 1 .riii, t ( .4,;, 4h ``..... . d .. ` Yly n ''r' I . '4 � ��, ,. # :f: .:.tp I 1 I I I ,, ' of Tukwila (.,. (206) 431 -3670 Community Development I Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 0 SANITARY SIDE SEWER 11 Permit No: PW96 -0017 Issued: 02/20/1996 Status: ISSUED Approval Letter: 02/06/1996 Project: SUNSHINE RIDGE Expires: 08/18/1996 1 Site Address: 15200 MACADAM RD S Parcel No: 115720 -0222 Wetlands: Watercourse: Slopes: Y Water: N/A Sewer: N/A Type of Install: COM Number of Units: 000 Exist SQ FT: Add SQ FT: New SQ FT: Contractor License No: TENANT SUNSHINE RIDGE. CONDOMINIUM 15200 MACADAM ,RD S, TUKWIL A "WA '98188.. OWNER RSA ASSOCIATES Phone: 206 524 -4846 C/O MARK GOLDBERG, 4038 NE 58TH S SEATTLE .. 98105 ENGINEER BAIMA & HOLMBERG Phone: 206 392 -0250 100 .FRONT STREET, ISSAQUAH WA 98027 CONTACT SHUPE HOLMBERG Phone 206 392 -0250 BAIMA &'" °HOLMBERG, 100 FRONT ST S, ISSAQUAH WA '98027 Description: SANITARY , SEWER CONNECTION FOR BLDG # 2 * * * * * * *•k * * * * * * *k * ** * * ** * * * * ** * * * * * * * * * * * * * * * * * * * ** k *•k'k * *plc* *•k ** **•k•k * ***** k** • ,a Inspection Fee :` 20.00 Acct No 402/342.4 Hook 'UP Fee °:00 Acct No 402/388.102 Special Assessment: .00 Acct No 402/388.101 TOTAL" FEE: 20 ` 00 *********• k****** kk******* k***,****'************** k***• k ** * * * * Ii* *k *•k *•k* * * ** * ***k* THE APPLICANT- HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE' SECTIONS, OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY ..OF. TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING :AS`_A,RESULT OF THIS PROJECT. PERMITS WHICH HAVE LAPSED BEYOND THE PERMITEXPIRAT.ION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE , CITY OF TUKWILA AT AN'.ADDITIONAL FEE: APPLICANT MUST NOTIFY THE CITY INSPECTOR. OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS N ADVANCE. FOR AN "INSPEC TION CALL 433- 0179. Signature: ___ •�_._ _ , Date: Z . Company: ,e/4 / - 4, Title: 61.4.11L-Le *********************************************** k * * * * * ****k * * * * * * * *•k * * *•k * *k*** APPROVED FOR ISS ANCE BY JJS pp Issued By: �"t9' 2 � L ^ Autnorized Per, t Center, Signature Date * * ******************************************** *•k *•k * * ** * * * *•k * * * * * * *•k * ** k ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Final Inspection Approved: Inspector Signature Date k' t { . , . . . . • . . • . • . . . . . . . . . • . . „ . . • . . . . • . . „ . . . . • . , . . . , . . . . . . _ _ __________ _ __ . . _... ..............„........ .. . • . . . 0' .., . ... 13%.01243 1 - / WATER MAIN EXTENSION , s Permit No: PW95-0146 Issued: 02/20/1996 I Status: ISSUED Approval Letter: 02/06/1996 ProjeckUNSHINE RIDGE Expires: 08/18/1996 Site Add eWVP -1-51.00 MACADAM RD S Location: 152e0 MACADAM RD S Parcel #: 115720-0222 , Watercourse: Wetlands: Slopes: Y Sewer: N/A , Water: N/A Contractor License No.: TENANT SUNSHINE RIDGE CONDOMINIUM . ...,_ . 16510 1-5-ee MACADAM RD S, JUKWICA:WA .98180 OWNER RSA ASSOCIATES -: "" .':-.,/, ' - '..' 206 524-4346 _,.....-. C/O MARK GOLDBERG- 4 038 .14E, 58TH S SEATTLE=-4IA98105 ********************** .., Additional Permit De's icrption:' , ' .., ... '., __ CONSTRUCT WATER. Y plAIW,EXTENSION' .,:,• , ,s Existing Sqtsare Ape t : 4 , . , % . , = . .. ...' ' * • ' A d d i t i o n a l ..S'quiaraFAet : New Squarer,f{1,4 ''370,21 , A' s:' . !I , , 'k ,.' ' q , -,.; „ 0 .,, ,, —, .. ..,\,, ,i, ,.. ,,, . t , • ki. .,, . ..;'; AO, Inspectio = 0 15.po = - Acce No: 401v;342.400 , P l a n Chec1;,.//Fee:., 4.4 10:'00. ,.'''' A c - T. •T :L, f e, , ' . , ,. , .,, - T 0 TA, f2/ FEES' ;" --;25.00 - . -- ...,. ., , . „,,,:.: i .: tY" '''''. •,"' _., ' ' ,'. YO pl, ," ' ,,— King Countyiyaluatki6n:0 ; l' ti ,., :VaTtiof,Constructioii: ‘01 .00 A k A A A * *A* k A *kWh 1 1 4 * * * A A A A** A k l c * A 4 A . k 4 k a t k* AA' A 14' k * it P 4 A k i * * * 'it A 1 A k A A A A V* 0 *A* A * * * AA A k k A *'A ')I1 Ili‘.i, I hereby 19ept tNis,›e'rm.i.tamd\agtipe to.' sectlon)tot the City of Tql:milw;-Mtinicies0 COA67.-,W ‘ \agreel,ehdii-th0..1City of Tiik011a be held harmtees forljalt or 0ailifearisisigl,tis'a result of this Permits wh have lapselOievo9l/tWexpfra0op date shall r:eq9retakh re-applicatOpn and the permit through,the City at an additional fee. - •\ ,,,- 1A ‘i „. lt., . \:',. _, e i (,,1 .\, ,,,,,, 44 .- THE APPLICANT MUS THE CITY INSPIEtTOR\OF\CdMOENCEMENTpaAN0'COH LETION KST,,, yi , L ,v . y , OF WORK AT 4' HOUS IN ADVANCE. 40(SCHEDUCE,AN, INtPatION gAtiL 433-0179. ' \ A\ . I 4 i 4 k \ 1 , / 4° d;,L 7_ .,' signature: ', ' l hv ' ' LESA * 1 i.. i Date: 0' ,2e/.,6 A;2 ***,,A****,,,;;;r4.7,7;;;* / OW APPROVED FOR ISSIANCE B :\i,JJS 0 ,.. , :, 1 • . A V Ailigpt01- Issued By: ' ' ' -” ,, '''.. Date 1-e- v-6,116791e , _ . _ ... _ Autho ized Permit ,Center Signature .. , k AAA k kA It kAA *AAA A AA*** AAA** 11,A A k * k AAA 4A k k kA* *AAA** k Orillg ft'kf'0 k 4 A t A i """ A "A**** , -, .... I hereby certify that the permit Wolder whose name' and address appears on this record has satisfactorily Mee:.the conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date . . - PJ °Moro ( SEWER MAIN EXTENSION ( • Permit No: PW95 -0143 Issued: 02/20/1996 Status: I'S'SUED Approval Letter: 02/06/1996 Pro.i ect�r. '�+,INSHINE RIDGE . Expires: 118/ 18/1996 Site Addre3� dtT MACADAM RD Location: .,1''` tO MACADAM RD S, WEST OF NEW CONDO BUILDINGS Parcel #: 115720 -0222 Watercourse: Wetland': 'Slope:: Y Sewer : N/A Water: N/A Contractor License No.: TENANT SUNSHINE RIDGE CONDOMINIUM• OWNER RSA ASSOCIATES Phone: 206 524-4346 i` C/O MARK GOLDBEFG 4.0'33 'NE 53TH SEATTLE WA 98105 't ENGINEER BAIMA & Hl1LMBER'G/ �_rHIIPE HOLMBERG :Phone: C?llb) 392 -0250 100 FRONT STREET IS,AQUAH:: WA 98027 ■ I, CONTACT BAIMA & HO M B E RG/ ;SHUPE = .Hl) Phones (206)•3472 - 0250 • 100 FRONT -�STREETt,.' WASH 98027 .. ; ` s`;:�, ***k** * *k *kkk** ***11.4ik'k 'k k'k 'kk . 4** k k' * cle'•k•k'F4e4 ****'k% (4(4' k k'kd k l• k** k **k ** ** k k Additional Perne /Descr''i-pt,ion ,',. .� \ ' : 4, ; ", CONSTRUCT ,PRIVATE' :,_EWER MAIN EXTENSION . "I , d i' Feet, s r Existing Square;•'Feet. ''' t ; Additional'.Souare 37021 N New Sauat e Feet . L' 1;.` i', : ; % •i•' ‘q;'.:•,„. ■ In: pectr n Fee " ':15.00 -.I Acc No' 402 "342 400 Plan ChecE; Fee :,, '111.00: ; Acct "No: .000,13,1M. 830 gy''' i., : c "' ..,.t / £; 1 ...,,f , kt;,` l) TOT FEES: , �'� '`25 .`00 ' :,��. >,'' s •', a t,::::1, } King Countv' ��.,al'uat:i an � , - ''', s ' , . t ' , • Val, °' - � Constr•uct,ion'. " • s l .00 * * k* ** * **-110 le *41 k *•Aotzk•k•k** kl • kkk *,k • k•k ∎'kk k•k•k * k;k k * ***•k*•k k k•k k'k.kk'ki *•k k•k•k*** ** E 1 ` * * i% At:.;- ' :,� I. `' ) ::`•.\ { �. . : .... i I hereby apy:ept 4tAk s .. ; perm ; i ;t "r a n d agr�•e to �bI-- 144 • i,de. a 1 l'" app 1 i cab ;ect i oris o the City of Tu1. l a Mui? i c pa l ` g th . We aree • that e City of Tui w i l'a.: ha l be held hat rni 4s t , a,l l . any claims arisi' Fig as a result of thi'S, pi,oi Permits whi h \h 1ap•sed beyond the exp,ii=ation date s'ia11. a /'. re -app] icati`� t and: rpissuance of the per•m`i t f thr t� U=lh ` Ci-t;v akt= an a4 itional fee. t w° .y 1 r 1 V.,, qR .. L .� 4. ; tl THE APPLICAN 4 4 NOTIFY TT1E CITY INr + +PFCTOR AN r OF WORK. AT LEAST�� 24 HQURl= IN',_ADVANCE. TO 'SCHEDULE,;AN I,NVSP�ECTI PN, C ALL , 4 - 017 9 . >'' 1, 4 J w i /./.: Signature -- - - — 4 - - C -- Date: - - - ... 2. 2„; ;� ***********77,, k•k* k•k•ktik` ! k k k k k * 'k ' k kk• kkk* kk** •k•kkk'k kk•k k'k kk'k *•k k•k•k•kk k•k* k APPROVED FOR ISSUANCE' •i:k ='JJ5 • . : FdrX0,1� ° )L� Issued By: - - -- �!�l�C Data Authorized Perm . Center"--Signature **• k• k• k• k• kk• k*• kk• k*• k• k• k• k• k*• k• k• k• k• kk• k* kk• k •k•k ******•kk*k•kkk'kk *kk**'kk• kkk *kkk* *k *'k *•k*k*•k*k•kk* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: - . - - - -- Inspector Signature Date • • • . i r ( ( .;' , . i d CITY OF TUK.WILA t5310 • I Address: Iseee MACADAM RD S Permit No: PW95 -0143 Suite: Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED 6 Type:' PW -SME Applied: 05/0911995 `. ' Parcel 4t: 115720 -0222 Issued: 02/20/1996 r •k 'A'k * * * A * 'k * 'A •k * * * , A * * •k * 'k 'k 'k * * •k •k •A * * •k * 'k * * A k * •A 'k * •A •k 'k 'k * 'k 'k 'k 'k •k •k •k 'k 'A 'M * 'M k •A A'A •k 'A * 'A •k 'b 'A •A * 'A 'A 'A * Permit Conditions: �,��,,..,. . 1. Temporary erosion control:- �niea.t { r,e' s s= `s.tf be„ implemented as the. first order of ,bus:ii*ixs ,`r;r• iieht'sediment, tion off- I site or into exi .rstorrn drainage fact 1 iti � 2. Work affecting ti^� , i c t 1•ittws sh� l l ;b'e c l os '. (� 1 v co r •' rtiated with the Ci t r l i t i.es I' rs'� . et+.� gaf i`c 'Qo itro 1 '1•• ;ns shall be s b , te� t to : the'i Inspector for pr� o''a�1'�:. r ti, 3. SOUTHCENT:, IE�I CO Q,OMINIUM3� sDR tl � E rE',T OPEN .. 4 . AFFLII.' I� .BHA .,G M� R AFF TO TRAFF � H .'Q AY �►!L TH JI�fE . 1 � ` aT•" T 'I A 4 t ' OL �FQ I !�\, ��1� PLAN � P`DETR IP � PRIOR ∎ ANY TR H Ntz AFFE iC R.O.W. i4 5. APPLI '• . HJLL SUBMIT �l A CONT.P L PLAN FOR M, CADA oiRD . 1 TO P B' • C r RF::S FOR APX.ROVAL . ,� 'Dos } • . . Cc) 00 , . "":>.. - ":"7 0. • 71 . � s s' "� .. �, , t 4�., r � 0 ,.4 to • • ii ,- i r `‘ ' r;. ,r ...ws. . t (7) 1 . i> FaD V' .:',,,,,;":11‘.›....3 / � , ' j I: • . . : , A . % 9 M �'. _•5,��„� 'ti•.`,, e S ? ,„---4.4., F`'` :gip p Ir µq ,i.� � � � -';r'� , '�4 s ''�1 `� :ck��i�+'�+•" el 1 t �t9 l'4 1 ' ., ✓ j C I y j i`J Q 0 I f ..r,1 v� >dt •.dV. " tg.,y ` 2;° { ' � !'r4 i s . } Cam} + , f ', b ." ( • 4. f I • "•\ r "�' :J ...." :ir' I • . 1 1 I • i 1 D9rA 11 i 'S roRM DRAINAGE Permit No: PW95 -0142 Issued: 02:'20/1996 Status.: ISSUED Approval Letter: 02/06/1996 ! Projec '=��IN'SHINE RIDGE Expi; es: 03/ 12/1996 ! Site Addre ' -1-52a0 MACADAM RD S St: LAND j Location: -2OO MACADAM RD S Parcel #: 115720 -0222 Watercourse: Wetlands: Slopes: Y j Sewer: N/A Water: N/A i Contractor License No.: TENANT SUNSHINE RIDGE CONDOMINIUM.,..:. •.- 15310 -1-5?E1O MACADAM RD 'S WILA- WA •- -•: - OWNER RSA ASSOCIATE'S, ,a .,1-- - J Phone: '06 524 -4846 C/O MARK:: GOLDBERG 4038 NE 53TH S., 'SEATTLE .-WA:r'98105 1 ENGINEER BAIMA & HOLMBERG/ 'SHUPE, HOLMBERG'.`% 'Pl ne ..(2O6)'. 92 -0250 100 FRONT�ti.,TREET,, JS'SAQUAH;WA 98027, CONTACT BAIMA &AOLMBERG /.''SHUPE HOLMBERG -"Phone: ,,T EET. I'S' AUAH 'WA 9211'?7..:. '' 100 FRMIT, R. .� _ S t. •j rtw *• k• k• k** k**• k* k• kk** k' krk' k• k*. 3• k"**• k *kk * * * *k *k kkkk k*kk /v k. *•kk * ** Additional Per,ri•it Dea .'' i CON'STRUCTfSTORM DRA•INACE SYSTEM FOR NEW CONDO \- Existing Syuai7:e Feet :` Additional Suuare Feet ,:- " �' . �'�� New Su�tia Feet : " , 4,4i4 1 tV x.i In spectI.ia�n Fee '15.007 Acct No 41 .2/•342'. 400 Plan Cie Fee.:' 10.00 ' ; Acct No 000 /345 ":830 It 41 TOyAL FEE'S,i: w �,.___ •' 25. Oa ?, , y; s ,,, Kin Countjyaluatton:' ; } Value of 'Construction - :.. <J .00 -k ** * *k***kk*4 *W k• k"• k* k4• k•*4 k; k0' k k*• k4 k* kk'****k kk kkk*• kk k* kk k•k *k*kkk *kk * ** I hereby a , .1 c pt t `permit and aur�ee to abide all applicable s: on, the City of Tui`w1 Muriici.pal Code. We agree that the City of Tu1;wi le" sha'l l be held harmlessi for ` a',l l or any claims arising'. as a result of .this,proi'e:.•t. Permits whiOi 1`ap:ed beyond the e:�:p;i,ration da ' h a ll r e , qu-ire a: A re - appl icati`iih, a , r "e i=.s'trance of the permit through., tl a City at�.an k a 1 itional fee. ‘1.1.. . 4, i THE APPLICANT\MLJ T NO.TT:F T HE CITY INSPECTOR OF COMMENCEMENT AND',,COMPLETION OF WORE; AT LEAST `2,4 HOUR'S, IN ADVANCE. TO SCHEDULE AN INS�PECTI+Nr' CALL 43 -0179, �' Signature: ` �s..r . Date: Z Ze Q� k * k * •k •k ' k k •k •k * • k * ' ***71,1,7 k'k ; , . kk rk k k . ' A ' k k k k * •k k ' k 'k •k k k ' A •k k •k •k k k k k * ' k k ' Vic k 'k k k * ' k ' k k •k 'k k k * * * * * * * * APPROVED FOR IS''U NCE B : °.'JJS. Issued By, : , 'G,atr f ) (9% Authorized Permit Center Signature •k *•k* ******•k•k*•k ** *'k•k•k k k k * *•k k** k k•k* k k*•k•k•k k•k k k k k* k k kk k* k k k k*•k* * k•k k* *•k k k* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector 'Signature Date '-' . . • i ! C . . II . . % (..; ' I • . . . . CITY OF TUKWILA 15310 .-. Address: 4-5aery MACADAM RD S St: LAND Permit No: PW95-0142 Suite: 11 . ''. Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED • Type: PW-SD Applied: 05/09/1995 d • „' Parcel #: 115720-0222 Issued: 02/20/1996 . • _ . 1, . A '. **************************************k******************** Permit Conditions: .....--,-:..--1-•r7. ... 1 . Temporary erosion con t r ol,.-.4fea0h i mplemented as r Ott- site . • ,,.. - , - .:-...--....— n -- ,- ...,v4. , dr - -- - :.... . I the first orde ofbuiTne.ts-Vd • . or into drainag k . 2. All private stoym?Arain,pip".e s hall •e either concr or I „ ,, : • ' . reinforced Ap 'Ape iTila;edtcoyxygkted meX01 be used e d for r d . . , . , rnt i oty: K or, y e a ,.. ioo4 lit i s. 0 07 jgf,!. l'i . . - 11, . . 1.• oe 0 t.:.„4 * o ' ' ) - i i'• • • . „ .: • • o *coo . • • s I ' • • • - • .4: ,,i, or • * 00 I . • . . . . :'''. * tv # 44,14 * o 4 114° ''''', - '4' • I ; .' . • r , -,.. IA. , c \ , , .,,,i - 7- 1 t • er , i •''''o, e ) ■ :. • .. : ",.._,...„. . /\ g. No., , ,-- -- 7 1 1 . ,4 , GI \ i I 4 ..... ' _ •/ it - s UrIA or • tr„wu iti : ' ,.. 4 I ' 4 t. ....., r „. i 1.PN kill ::.-',,,, , .„------- . • '4. . . . . . . • N * 4. k. t ,...3 J.--"-----1- t k , I MP 11 • , 0 ' 'W-g—c.:::' . v 444 . .i. ,,..1 • . * .4, i 11 . :;• " , • '' ? ) IT i tr , . • \\ (S) j ., -'., \ \ '6 ::, .,, , , 14 0 4,41„..;,) i i, I .,.• , t' % OgiP ,,.. ,.„,„ . / .. • , Pt. -'') . t , N. ','Aikei.t - 1 .. , ,:, -,k , • I t. . . ,,,,.. .,•'. _ , re " NI • . , • R / 4, <1 ; n „3. 4., e. 'a ,,,/,..,,,/ . . .P,LL • \ "kt.\," 4 . ,..:1 i'i" , .--„ ,.: r .,:.., p k:- `'-',A"47..›,.,.. g 4 ‘46,,5' ". „•- 1 ..:: . ;1 . 1 • ' ''''''^ - tksjii, , Z., .-- --------„..."- • ***---. zr::::-1?Zi"Lc7` .;., _t,: ..,,! ....„.„...,—„.....;.................. .14 • ,../1„. • • ' •*, 1 ..•!:,. 1 K...' , . I % • : P.... 1 . I , of Tukwila C.. (206) 4313670 :. City t .Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER Permit No: PW95 -0141 Issued: 02/20/1996 Status: ISSUED Approval Letter: 02/06/1996 Project: SUNSHINE RIDGE Expires: 08/18/1996 Site Address: 15200 MACADAM RD S St: LAND Parcel No: 115720 -0222 Wetlands: Watercourse: Slopes: Y Water: N/A Sewer: N/A Type of Install: COM Number of Units: 000 Exist SQ FT: Add SQ FT: New SQ FT: Contractor License No: TENANT SUNSHINE RIDGE CONDOMINIUM 15200 MACADAM RD S, TUKWILA 'WA '98188 OWNER RSA ASSOCIATES Phone: 206 524 -4846 C/O MARK :.GOLDBERG, : 4038 NE ::58TH S, ,SEATTLE,. WA 98105 ENGINEER BAIMA & HOLMBERG, ; INC:: :`, Phone: (206)392 -0250 100 FRONT ST., ISSAQUAH WA 98027 CONTACT BAIMA & HOLMBERG /.SHUPE'HOLMBERG Phone: (206)392 -0250 100 FRONT ST, ISSAQUAH WA 98027 Description: • CONSTRUCT SANITARY SIDE' `SEWER FOR BLDG # 1 - * *•k *k* * * * * * **plc * * * * *k * *'k * * * * *k* * ** *sir ** k * * * * * * * * * * * ** k*** * 'k * * * * ** *k *'k * * * * * * * * *•k•** Inspection Fee: 20',00 Acct No 402/342.400; Hook UP Fee: ., :'00 :Acct No 402/388.102 Special Assessment: ,''.00 :Acct No 402/388.101 ` TOTAL FEE 20:00 **• k************* k * * * *•k * * * * * * ** *•k** * * * ** tilt ** *`k *•k k* * ** k * * * * * ** * * * * * *•k *** *•k** k *•k ** THE APPLICANT, HEREBY ACCEPTS THISS`PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE'SECTIONS OF THE. CITY OF;TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE. THAT THE CITY.. OF - TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A `..RESULT OF THIS PROJECT: PERMITS' WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE' AND RE- ISSUANCE OF THE PERMIT THROUGH THE OF TUKWILA AT AN ADDITIONAL FEE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN 'INSPECTION CALL 433' =0179. Signature: __ _ Date:___2 46 Company: ( � _ A ;Title: Q C *************7;; ********** * ** *•k * * * * * ** * * * * * *•k *•k * *•k k* * ** k * * k** * *•k * * ** * * *** APPROVED FOR ISSUANCE BY: , S .n Issued By o. T rr W9t9 2 I'7 t- Authorized Permit Center-Signature Date *************************• k***** * * * * * * * * * * * * * * *•k * ** * * * ****•k k*** * * ** * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. Final Inspection Approved: Inspector Signature Date • J j I. . . ■• t f (. • CITY OF TUKWILA il Address: 15200 MACADAM RD S St: LAND ' Permit No: PW95 -0141 ' Suite: . • Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED I Type: PW -SSS Applied: 05/09/1995 ' Parcel #: 115720 -0222 Issued: 02/20/1996 ' * k*• k**` k*• k• k**• k****• k•k***• k• k• k• k• k***** *•k•k'k•k'k *•k*•k'k•k*•k*'k'k'k • k*' k •k•k***•k** *'k•k**•k*•k'k * *•k ** . Permit Conditions: _-µ.,.._ ,_ . ' 1 . Temporary _ l erosion contro res•'.._ Ih.ayl =be. implemented as ' • the first order of b.0 (i - " t o pr " t'" ,''r e d ?i� i on off- j site or into ex - :�.pgfstor•nR drainage fac.i 1 i ° ies,;• II ��,,'`' [ ' }K {.� 1 r >o (l[�C #14 , �i,^ fI(� • • `\ .y��7, "4q fi 1 .I y ` t t 0. , , . • , ,,, N, o 00 �� (, 4 9 I� 1 �( � I � ' 51 ' • _ � 1 • ( ) 4 4.-1.--- f -,;' 9' ' 1 • �. fi b. ,,,. i,;ij 0 .� I f t(j ,.`... Jn r g: ; :vsz, I t . , ......., . • 1 i ':il. it sj f,.-- ."19... / •t 1' T ( 1 ,4 " �' f . D Y.�Q.J'S � y 1 • • z 10 `••' „ i Z v"l � "7• y �'t`., y � .E/1...- .r'� ^ ....,. p 4:,"�:i'::i:J. '' !1 . I f • ri3:yS +t1 ' �, �'�' .�!'' � 1, \k j.! ,,,.� y4e ..i o rr"11 I • w ry .' ' 1 . 4tk k t � ,�"+ ,• ``• ; " ,. ...i + ` f i , .._ , v r s° k A ( ` ry ,l o"jyr y[p {t y�" � �k.�`ply� °‘9 00 ' i '' ` �, i �t�-, y �.�aiY P t \ 't � y Y k" 1 p r � ' rr r f ` + 9t r h I d t ...,, r t ' � ~ if 1 11 t ' trS{ ;y 1.d W •. ; r ,� r 4 v' I • Z'� \yj U 7•y j; t� ; ; '�� � t �' 54' �.t `� k' 'LJ .:4, o- r r^ 41 6' �,i'V l�,E::a` " 1'/ t \\,,,L ,,,.,,,,,. .,,,-,,,„/ 'z ; 9 c 1 't R iA 5,,,t "...:41... � �� I l tt w,`'`� \•. ?- C ' , ti tr ff . `s: ;,J?' y i� ,. 4 f it M w J.` "'` '- .,"r1; ∎; . L ';;J • "4i.... I . , I:. ri t .. I 1 ■ • v / I . ; _.__... G,att4 ...: .. .... ... - .. a . .- ....... _... _... .. .._.._.... _.. .. .. _._.... ........_........,..nw rz .2N4.N (:.,4.G, E5..,....g4iL4c ..,....r. ......�. .—. —. .. - .. —.... v.... ..... ,... . --.. .— - -... _ • c CITY OF TUK:WILA , Address: 15200 MACADAM RD S St: LAND Permit No: PW95 -0139 Suite: Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED Type: PW -LA Applied: 05/09/1995 Parcel 1: 115720 -0222 Issued: 02/20/1996 *** k• k ***•b**•*•k*•k•*•* ****•k•k•k*** k•k•k* k•k•k k•k•k•k k•k•k•k•k•k•k•k • k k k k k *•k•k•b'k *•k•b*•k•b'k•b ** k•k* F . Permit Conditions: -,u -�.. , 1 r: Temporary erosion cont��l r� µ mesus y ash "a;l'�1;'b,e..,,implemented as the first order of , : ne' "'to prevent ' off- site or into exist n - storn► drains a taci 1 ii'i�e . ";'- gam._ 9 • 2. The site s hall ' "a "tTe' r�rn*n e l ros.i ' o " co nt , o,l. �me a wires in place as Boor { is pos ` ti ,. � ,, r e L, t K�.. }1 , completed t g n has �'be`, �,, % ible eft r 'ft inal r g 3. i riar �;to;, the Finl aecsin. 4 4 ` ,. The developer` s } r all 4verif j i- ri' "`W`r` i , In pti " i`rir4 to �,t h e"'C4t�y Uri1'iy5ii °es !� . Inspector t ilat , t ,m aterial tip, be4 placed i ' s', , suitabi;e'� =nfort� ,, al , • • - - "1 ' f.. FIRE LOOP/HYDRANT t Permit No: PW95 -0138 Issued: 02/20/1996 ' Status: ISSUED Approval Letter: 02/06/1996 Pr'ojec� SUNSHINE RIDGE Expires: 08/13/1996 Site Addr&s' I: MACADAM RD S St: LAND Location: 1-5200' MACADAM RD Si, NEW CONDO Parcel #: 115720 -0222 Watercourse: Wetlands: Slopes: Y Sewer: N✓A Water: N/A Contractor Licence No.: • TENANT SUNSHINE RIDGE CONDOMINIUM ( '' 5 310 15 MACADAM RD , 'A TW WIL °.WA'_,98T8 OWNER RSA A'SSOCIATE'S ' , :Phone: 206 524 -4846 C/0 MARK GOLDBER,G4038 NE, 53TH : SEATTLEWA 93105 ENGINEER BAIMA & HOLM8ERG`', INC .'•, r i ; ..7 Pha.�i.e ;t., ( 206) 392 - 0250 100 FRONT TISSAOUAH WA 53.174.7.,; ,ra : `•; ;,, CONTACT BAIMA & ,,HOLMBERG % HUPE HOLMBERG v` Ph.one.�' :,Ct206) 392 -0250 100 FR Ti Is'sAouAH _4/A•498027 '`'. : ..UF, w i ;; ;, il 'N.:14 . �hh 1 1 �1 1 � ti , !. � f N e .... *'• k• k * **•k:k*k**•k**•k'k-'kk titkrf*•k *( Fk•k **k ****1M •k*kk•kk**k**k Additional Per, De�s. 11,, ?_ „ i jr ``\ CONSTRUCT/'FtI'RE LOOP`'HYDR FOR N •W3 CONDO�:PROJECT ..1: , ."�:' , ` \, Existing Squ F•ee.�: u t`•? ' ' � Additional :'I.tluarl'.'3, ' 'ee. d F 5 "•F I j N' New Squa_r e Fe 3 . . - '' r• =" t lg ^/' 7.' .. : "'.), y \ Inspect4i Fee :'., _•, 15 -.00 0 Acct 'No': "4'/3 2£.400 Plan C�' ecl: fee ,;r ,n 10. 00 r ( Acct No: 000/'3 .. §,\ a30 TOTAL FEE'' t ' -- ..25. Oil '.• 1 7 • , �'S5 n...i.t.•.aa! =? i,•• j.'� f+.ing Countvr\(a1uat.1on `•t' Value of .,Con;tructtilon. ,H .00 •k*•k•k•k *•k'k•k•k•k •k* k k,k *•k k'k **, *'k'k *. * *'k*'k *''k•k•k k k k•K•M•k* **•k k'k*'k* k**•k*•k'k* k k* k* *•k.k'A k'k***'k ** I hereby arc,ept this permit: and.'agr�ee to abide all applicable sb . t•i n os of the City of Tul ;' 1 a�, Municipal Code. We agree that the City of Tukwi l �i' :ha'�l l be held harmless tor all or any claims ari' in9 as a result of. this projet,t. . Permits. whi have', 1'apsed beyond the exp;i,ration's requir a. ,( re -app l i cat i'on hand i re i ssuance of the permit through the City at ..-an ; add i t i ona l ` fee. . . THE APPLICANT 'MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT ANDD OF WORK AT LEAST•24 HOUR IN ADVANCE. TO' SCHEDULE AN IN:�PECTI!IN 433-0179. Signature: . / , .' Date : __ Z zF Q � - � * * *'k **•k•k•k'k•k•k'k **•k• k'k'k ** *`' k*' k***' kk*'k•k**•k**li•k•k'k'k•kk'kk** * . ' •k Irk •k•k•k•k *kkk•k•kk•k•k APPROVED FOR ISS 4.11. .: , ' • Issued By: ' • Da ! te: 1-66 f )1 / 100 6 , Authorized Permit Center Signature **•k k*• k*• k• k• k• k• k***• k• k• k** * *•k * *'k•k **•k*** ***'k•k ***'k** k*'k****•k *'k* ****•k** k *** k* k k **'k* k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date • . . • . , • • . . . . . . • • • . . . . .. . • . • , . . . . . . ! • . . . . ! . • . ' ! . • ! . • . • • ! .. ... (,.. .. ,. ---'' • . ' . • • r • . , . • . • . • . CITY OF TUKWILA .. , . , . . 1531t) . I: . . • Address: 15200' MACADAM RD S St: LAND Permit No: PW95 -0138 . te: Sul • • Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED . h Type: PW-FLH Applied: 05/09/1995 • Parcel #: 115720-0222 Issued: 02/20/1996 *******************************A*****************AA**6***4A**************** Permit Conditions: 1 • i .1---t..... •-wfr 1. •Temporary erosion con trolme:isurev mp 1 emented as . the first ors der of bustniss prevent 'sed.:1 i on off- site or i into • • 2 . I t shall b be v erOted i 0 vozq filgi to he C i ty U i i . 110s...s.. ...-. A, ..„ .., .s., ‘. k. , , .4t. - , .o ., th 1 d i • , ,,,;•.; . . .,, , . .:, - .• • . Inspector tha'.. 1 tre k000p sytem tr e,JDtvi ing • , . . . 1 contains a Depl.144p6ht of Health''appr;ove4 „del,teceWk .. • . 4 ..,4, . \.7, double chep15 valve shall "tionePpro irslo\ . . 1,0 A 4. W "-‘-;.: a V.11' • 11 the Fintr .*°' NI • Vi ... 4: ,;., , \.„,, \ . • k 1 '' ^- -Nit. 3 . All dott47 che . va v e a z..,..:, en . .1.,est.-1...11 be • a P''prove d'il . . . 4.., 0. • II • . - • State .Departmene' of, GHea 1 t it' 1 - i . . J 1,1k, co . • * v \ ‘ ..., .., 4 , qo 0 ,e .„., , •,.... ..„„ „ .,,,, . ...„ ....,, i.--,v,-,:::'.. . „,„,. 1 • :i. ...„ ,...„,,, • • , t ,,,,,,,, . a,.....• =v . .. •. - v) ' _,Al --,-. '1'.x. \ q • , . * ..... 1 . , • . . 01 . . • 9 „„:""--..'•-•-■,.. '' \ l k (\ ir • . 11 . . . • ICHAUSIICti io , ----4. \ 11 • . .. • . • ,,, ,ef (0 e'' _ / , `" " ,,, ‘ 1 (\ J i i ' I! . ../.....0. l L 4:1 kfL'( kz :l'IC7I kak : ' : .. . ‘ OlelL 4) ti.. g , . y ..,....—.„,. i . J . . . . ,.. -. ; (...) :. -4 .•,......i \ N , *-.. \,04 4. 1 "- "'" . 7t "''''.,'",,. ':.t • \ Is l a, .7 1 t • f/ .fi .,...._.1 Is., 0 '■. . . . 1 - •) 4 9 f. ' • li ( . ) . • V / ‘-‘7.-..'-"' : 4 a.4,1,,..: , ' • 0 0 . 1 V 9 1 0 t9 I • . . . 1/4 4 o• ',4 0 • go I 6 4 ,e• Et■ , ,,,. • ,,k, ,v. q„, ,., ,, ,, ,,,., ,„, ,.„ ,,, _ / wi,,,, • \iAN.,,...\ , 4 4 " it • ' ''. 4 k • , ' . 9 . - z04.------. . '''''A: li ^--- .- ........ '4It.',.."---'' i '' , \ir • . '''''':.**• - EL 4 ...%„' 4 :24..7216 , .....?A‘ — ''''' ''''''' . ......,,...,........,,— ' . 1 • . I . . . . . . . • • , . • ' • . • ' . . • I .. . I • . • . . • . • . . ----............,..,,....• , .. • . • . • • , • • ( . y �J �q ' r' 1 t n- ' 1. ' �' City of Tukwila J ohn W. Mayor 1 0 y J Rants, y ', 0 , �;• ` ''= Department of Public Works Ross A. Earnst, P. E Director . 1908 NOTIFICATION OF UTILITY PERMIT ACTION r• . T O: PERMIT CENTER . FROM: dr PUBLIC WORKS ENGINEERING DATE: 1 31 / 9 7 Theka.ks .9-r 77i,e.s.)u -of SUBJECT: ' a dominium - _142.G& Macadam Rd. S. Project No.: PRE94.010 Plan Check No.: B:95-6121, B95 -0129, B95 -0130 • Activity Nos.: PW95- , , 0144, 0145,41-4& • PLO 95 -0140 Contact Person: Mr. Site MARK GO0•D8E24 Phone No.: (206)3.92 -02 52 y -Li J Q2,6 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON February 14, 1996: PW95 -0138 FLH $25.00 PW95 -0145 WM (Building #2) s1 45O.00- PW95 -0139 Land Altering $228.00 PW95 -0146 WME $25.00 PW95 -0141 SSS(Building #1) $20.00 PW96 -0017 SSS(Building #2) $20.00 PW95 -0142 Storm Drain $25.00 PW96 -0018 Street Use $20.00 PW95 -0143 SME $25.00 PW96 -0025 WM (Building #1,2) $300.00 PW95 -0144 WM (Building #1) $1850.00 Total Cost: 53,588.00 THE FOLLOWING PUBLIC WORKS PERMITS CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. This information consists of six sets of Landscape Irrigation Plans for the Landscape irrigation permit and a copy of the Certificate of Insurance with a minimum coverage of $1,000,000 naming the City of Tukwila as additional insured and a $2,000 bond along with five copies of the haul route map for the Hauling permit. PW95 -0140 Landscape Irrigation 4PPROvED Fee p14, • 25.00 di° PW95 -0137 Hauling (F Cr.r _p cl r 0 P . 0ct.t.c 25.00 t - Dr, I-- Ii3I9L Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • FaX (206) 431.3665 4 , -J� {qiq',, _ ; I % City of Tukwila W. Rants, Mayor % < •� /// \ J O i �'� , ;Pa = Department of Public Works Ross A. Earnst, P. E., Director ' 1908 - NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: n s PUBLIC WORKS ENGINEERING DATE: February 14, 1996 SUBJECT: Sun shi a Ridge Condominium `" " Maca dam Rd. S. { Project No.: PRE94 -010 Plan Check No.: B95 -0128, B95 -0129, B95 -0130 Activity Nos.: PW95 -0137, 138, 139, 0141, 0142, 0143, 0144, 0145, 0146 J PW96 -0017, 0018, 0025 Contact Person: Mr. Shupe Holmberg Phone No.: (206)392 -0250 ti r4 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON February 14,1996: -k ISS1EU 1;P✓ 9-0 ;k PW95 -0138 FLIT $25.00 - PW95 -0145 WM (Building #2) $1,450.00 . A PW95 -0139 Land Altering $228.00 ''.ite ''. PW95 -0146 'WME $25.00 * PW95 -0141 SSS(Building #1) $20.00 -,v PW96 -0017 SSS(Building #2) $20.00 ` -* PW95 -0142 Storm Drain $25.00 PW96 -0018 Street Use $20.00 t PW95 -0143 SME $25.00 N 8^ PW96 -0025 WM (Building #1,2) $300.00 PW95 -0144 WM (Building #1) $1,450:00 ( Wit 6Ch frril ft I':)oc1;r,,pr. r1F , -4i ) Total Cost: $3,588.00 t i THE FOLLOWING PUBLIC WORKS PERMITS CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. This information consists of six sets of Landscape Irrigation Plans for the Landscape Irrigation permit and a copy of the Certificate of Insurance with a minimum coverage of $1,000,000 naming the City of Tukwila as additional insured and a $2,000 bond along with five copies of the haul route map for the Hauling permit. (ND 2.10.`11 PW95 -0140 Landscape Irrigation 25.00 ow 2-2014- PW95 -0137 Hauling . 25.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 I,At.y.,,,,,, uu11 D � • J �' , -; , \ s vccy V J 111ICV✓LCd fr AE! � f00 4 • !o / / � . ). ' ' y am Central Permit Sys( - Engineering Division' ' ' ' '" 6300 Southcenter blvd., Suite #100, Tukwila, WA •98188 • :•.,, ,,, Phone: (206) 433.0179 s`` ' °`.. UTIL PERMIT APPLIC //�� I N 7904 �W - O'140 pRO IECT : :IIV::: :•: ::1 S ite Address: 15200 Macadam Road South ' I 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 & Holmberq, Inc Phone No.: 392 -0250 •• Street Address: 100 Front Street, Issaquah ,W.7.... City /State/Zip: 98027 Contractor: Not available at this time Phone No.: Street Address: • City /State/Zip: • ❑ Retail ' ❑ Manufacturing ❑ Hospital ❑ Other: 1 © New Building . ❑ Remodel/ Square quare lootage of original building space: •1 Square I Addition NFORMA:TjON `` 1 :1 >' Ruda= 37,021 s . f . Square footage of additional building space: , King County Assessor's valuation of existing structures: $ -0- Valuation of work to be done: $70,000.00 is •I HEREB•Y<,C ERTIF.Y:::THAT n`HA READ; THIS::'; .R.L`•IEATION. AND.. KNOW >sT.H TO BE'tiTRUE A`ND CORRECT ' Applicant /Authorized / Contact Person ..0ent Sign,. it : l■,'" �,?�,.,—, _ (print name): S . Holmberg Print Name: Lyle Kussm z Address: 100 Front St S 0 htctivcu Dale: 4 -28 -95 Phone:Cl n Issaquah WA 98027 Phone: 392- 0250 - Date Application Accept �•/ APR 2 8 1995 / 'C Date Application Expires: _ ' - �p � C)- = PERMIT CENTER. D ✓ 04/22/92 • ,J r : w � L•tty Of 1 ukcwzia ... ; w .. '14 -� • o ; ' � •�y Central Permit System - Engineering Division' " ' '" ` -'' • , � E1 6300Southcenter. 1., Suite #100, Tuku�lla,_WA 98188 .. ,,,,` Phone: (206) 433.0179 • ' �'' 6 .•..... •., r UTILITY PERMIT APPLICATION rs�oa .: PROJEC ° i Site Address: 15200 Macadam Road South ' :INF,O;RMATION' 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 Cry Assessor Acct #: 115720-0222 Contractor's License #: ' Exp. Date: PERMITS < i < D Channelization /Striping /Signing Chi - Sewer Main Extension Oiti Private ❑ Public REQUESTED '4 0 Curb Cut/Access/Sidewalk a Storm Drainage `;"' 0 Fire Loop/Hydr. (main to vault) - No.: Sizes: •'. Z Street Use • ' /114(Q 6dj 0 Flood Zone Control I� Water Main Extension ( Priv e ❑ �ic �J 0 Hauling • g Water Meter / Exempt:- No.: Sizes Pt Land Altering . 7 1 n n cubic yards Dedu . ❑ Water Onlyg ?Mil CM' IR( Landscape Irrigation ; CZ Water Meter / Permanent - No.: _2... Sizes" 0 Moving an Oversized Load 0 Water Meter/Temporary:- No.: _ Sizes: Est. startend times: Estimated quantity: • Date: Schedule: tst Sanitary Side Sewer - No.: Two (2) 0 Other: • ;WATER;METEt3( : :110 Name: RSA Associates Phone No.: 574 - 4R4, >':REFUNDIBILLING ><; Street Address: 4038 NE 58th City /State/Zip: Sea t€ e WA 98105 M ONTHL Y ::::';;; ;;: ;'::ig Name: RSA Associates Phone No 524 -4846 :SERVICE.. ......: BILLINGS'TO : `:< >; - Street Address:4038 NE 58th • City /State/Zip: Seattle WA 98105 Q Water ® Sewer E Metro ❑ Standby . :DESCRIP.TION`:OF PROJECT >< ❑ Single - Family Residential 1 ' Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: 28 ❑ Motel ❑ Triplex 5Z Condominiums ' • ❑ Commercial/Industrial • ❑ Office ❑ Warehouse ❑ Church ❑ Schco "College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: ® New Buildin ❑ Remodel/ Square quare footage of original building space: :INF.ORMATION " !: Square • Addition Footage: 37,021 s . f . Square footage of additional building space: King County Assessor's valuation of existing structures: $ -0- Valuation of work to be done: $70,000 0 0 1 :HEREBYY CERTIF,:•Y THAT,J;*g . ; READ :TEAS :APPUCA.TJON.<AND'KNDW THE < : SAME.TO BE<TRU E<AN.,C DORREC.•T Applicant/Authorized ��� � Contact Person Agent Signature: / 72n., -. _ (print name): S S. Holmberg Print Name: Lyle N!l K ussma41 Address: 100 Front St S htGtiVCU Date: 4 -28 -95 Phone :cl 69e,721(you, Issaquah WA 98027 Phone: 392- 0250 Date Application Accepted : ,A c f� APR 2 8 1995 / I Date Application Expires: (T) - �-S �GJ 4- .. o I ---° l PERMIT CENTER 04/22/02 WU 4006 --11m0 IMS 12.$ 11496-0-44 *• kokk••* kk i* 4.x * **•***A *d- Ako4..A*k** * * * * *A's4 * k*4**,4 *k *Arni..*skkkis C 1TY OF TUKWILA, IAA TRANSMIT .W* 4. A*** 4• k• A'***'**** k** kd ks4*' A0k**** s4**\ st4*' A*A *o *k * *.k *h TRANSMIT Number: R9600462 Amount: 25.00 08/13/96 1 Payment Method: CASH Nota +ion: CHIP GREGORY Lnit: MEV Permit tf o: PW9-0244 Type: PW °HAUL HAULING Parcel a: 115720 -0222 Site A.'ddreSs: 15200 MACADAM RD S St: !AND F1: • Un: Location: 15200 MACADAM RD S Total Fees: 2,025.00 T•h i r Payment 25.00 Total ALL Pmts: 2,025.00 Balance: .00 *k+•1 *r •A * *A'k ** *-kk kA4A *kkkks4 kk *ksk*A* kkk * * *•k *k *k *k*A h kA kf **** *A **A *k Account Code Deecr i pt i a = Amount 000/345.1:830 PLAN CHECK - '''UTILITY 10.00 000/342.400 / INSP FEE - UTILITY 15.00 • ti - 2261 08/15 9617 _ TOTAL 25.00 2 ; .• ..1 �! A' :r 1. t u iT,• " '.' }'. - . r. :f � :�:: y ' .. 5 .I•r, ;�.t,.1 .at 1• ix�c., t:r: � F a, �t� :'(: 'x• 4 +: ****** **k*****k*icAick ti• k� ir*A9 hit•ofdt•sl•khle o(�AN 'k I NA-kkhk k�t�kk'�r�C�kkk .CITY OF T'UKWILA, WA ��6. Q TNSMIT * A* *4h**** *k********A* A** *************kslk%.*k * ***•k•A TRANSMIT Numbr'"r :, R9600523 Amount: - 2.000.00 12/18/96 16 :05 Payment Method: REFUND. Notation: OASIS DEVELOPMNT• Init: SMC ' 9 Perm-ii No PW95--0137Type: PWy -HAUL HAULING Parcel No: 115720-0222 Site Address: 15310 MACADAM RD S Total Fees: 25.00 T h i s Payment -2,000.00 Total ALL Pmts: 25.00 Balance: .00 * f.• k* k** k**** A• A**** k****. vAdu**.w****** *kkk *'k * ** *kk *k *A*kk;•kk * *k** Account Code Description Amount 000 /386.908 BONDS /DEPOSITS - 2,000.00 FEoNb i I GENERA 2000.00 • -* c:4**h * h: hA- PhA *A*AA.k,t*N*.b•h'k*k:4:h+4:h*k* h ****h•khk**A**k•**N DOTAL 2000.00 ' - tS CHECK ANC 2000.00 CITY or l'I.IKWT.L.A. WA 1'f,F'�h,,rti!"� CHANCE 0.00 **Ak:4 *k Ak*khk•k* . ;car kk:k # k. Ah:. lr4 —A 4t c!4thk /1 * 123 5540A000 14 :42 l tdritfSMIT Number: 96004159 Amount: 2.000.00 05/17/96 12: Payment Method: CHECK Notation: OASIS DEVELOP Init: MEV Permit No: PW95 -0137 Type: I'W- -HAt1L HAULING Parcel No:, 115720-0222 �t1 Site Addres . MACADAM RD ' 1 S QFiND F1: Ura: ' `` Location: MACADAM RD S. NEW CONDOS 10 A:�• 1Gt:al Fees: 2.025.00 This Payment 2.000..00 Total ALL Pints: 2.025.00 Balance: .00 *•k kA*Ah *hA hA kA k *hA•d•4k *A•h *A *A k*A *'4 k•kk•A *'A 4 * * **A *kk•M** ** 4*, -.4**4 Account Code Description Amount 000/386.908 130NDS /DEPOSITS 2,000. ' S • ,,y : , ..} � •. x' ' , .t FS. .. -. - • +,r• .. Jf: t •ti' .. a : w ! i , - , fr7 T • ^ t ' .r. T<7� :... .`.. . � 1 : !i i . ( ..� • 1 "! t * *A• *A **A±1kAAA *k?A4file4kA *AA * R 4 .* *F•kA * *A * *k;1A*;1 *kit* CITY OF TtJI WILA. WW j�. �-{ TRANSMIT k ***** *4* *AA ** *A'A• *A•kkAA•A ** *A *A'* •4 AA * .AkAA** *A * * * *A' *kA * ** ** TRANSMIT Nurnberg: R9600462 Amount: 2.000.00 OS/12/96 17:02 Payment Method: CHECK Notation: f3ULLOCH CON;3T 'nit: MEV } Permit No: PW96••0244 Type: PW -HAUL HAULING Parcel No: 115720-0222 S i t e A d d r e s s : MACADAM R D S Location: MACADAM RD S 31O Total Fees: 2,025.00 This Payment 2.000.00 Total ALL Pmts: 2.000 00 Balance: .21,00 A* AA**A•�14*A *** **AAA *A.4 * ** * ** * *•A••A•A.A *k *AitAA • *AA **4.* * *A* * *k * **A* Account Code Decription Amount' 000/3B6 .90B 08 BUILDING BOND/DEPOSIT 2.000.00 2362 08/26 9617 TOTAL 2000.00, 1 / '1 7, • , - 1 ■• 7 4 1 , • 0 GENERA 3487.00 A.kikAA*A*IlkAAA.A*A*Ah***0.4*A**leAk.h.A.k0f1*****4*A*Orh4.11c1kk4kA**A*44,*A* GENERA - 5498.00 CITY OF TUKWILA. WA TRANSMIT GENERA 1701.00 4,AAA.A*AA A AA.AAAA.,1, kA4.A.1.4. A erA'A'IcAk.../cA,AA A. TOTAL 10686.00 TRANSMIT Numb Am er: 96003650 ount: 3,48 CHECK 10686.00 02/20/96 15:46 oaw Payment Method: CHECK Notation: R.S.A. ASSOCIATE 3. 0VAi9b ElL 1 CHANGE / 23 2868A000 13:35 Permit Na: B95-0/20 Type: B-BUILD BUILDING PERMIT Parcel No: 115720-0222 Site Address: 17,200. MACADAM RD S MIND Total Fees: 5 This Payment 3,487.00 Total ALL Pmt: 5 Balance: .00 ***44***** Account Code Description Amount 000/322.1.00 BUILDING - RES 3 000/386.904 STATE BUILDING SURCHARGE 4.50 S/ ('s I D L t a3 11 4.40 , CITY OF TUKWILA, WA TRAtismi T **4, ik********A**********itic*A*1%**154A****.A*4.14kA41(3*****-A**** TRANSMIT Number: 94002195 Amount: 2,263.63 04/28/95 11:43 Payment Method: CHECK Notation: RSA ASSOCIATES Init: SAO w t . Permit Not B95-0120 *pe: B -BUILD BUILDING PERMIT Parcel No 115720-0222 ' Site Address: 3A-2-6 MAdADAM RD S 15310 , Total Fees: 5,750.63 This Payment 2,263.63 Tata] ALL Pmts: 2,263.63 Balance: 3,407.00 4.***.A*4*A*It******k**A*******4***4**114eh**11******** Account Code Descr pt ion Amount 000/345.830 PLAN CHECK - RES 2,263.6'3 . • ST >( •, , i. }1 t - _ •t -, ., _it i•. 5 . ,• t �: t•Sugr r k *A * *•Ak **A *k* * **).A ** A *** **** A.A k* ** k ** * *** k•kO k4 * * *4•kkA kO k* k ** k *i•* / CITY OF TUKWILA. W. TRANSMIT *A *k*k*k* *A*A*•A * **k* 1 kk*• A. A**•+., W*' k**k* ** *• ***•k * *4 *A'*•A•A ** * *41.** ** • TRANSMIT Number: 96'003651. Amount: 25.00 02/20/96 13:36 Payment Method: CHECK Notation: RSA ASSOCIATES Irtite MEV Permit No: PW95-•OI36 Type: PW °t•LH FIRE LOO /HYDRANT Parcel No 115%20••0222 Site Address: 15200 MACADAM RD S St: LAND F1: Un: ''• Location: 15200 MACADAM RD 6.• NEW CONDO 'total Fees: 25.00 This P•a_v merit 25.00 Total ALL Pmts: 25.00 Balance: .00 A. k. A.A A4** A•** •k* *ti**•k **•kA*il *s%.*.4 *4.0 4 *k•k *•k *A* *ktl * * * ** *k * ***A *•A *.A** Account Cade Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 401/342.400 INSP FEE - FLH /LI /WME 15.00 • • • • - :o Z,r Yt •;.r "i::.S• li ' : }tL�.i. . ,t . t• 1 +_ { *** * *hlrA* hA *A44. * *•A *.l• kit** A* A**: l• 4• h• k•.1 **4 *A*A *!k• /tylA*k*Ak. CITY OF tUKWILA. WA TRANSMIT -,,h A*A.***• A. k# kir: 4*• 4.*..*• k*** A*• A*: tk*. l*• k: l*• k ***.h*A *A.* *. *ie* TRANSMIT Number: 96003661 Amount: 25.00 02/20/96 15 :47 Payment Method: CHICK( Notation: RSA ASSOCIATES Init: MEV Permit No: PW95•- 0137 Type: PW-HAUL HAULING Parcel No: 115720-0222 Site Address: 15200 MACADAM R!) S St: LAND F1: Un: Location: 15200 MACADAM RD S. NEW CONDOS Total Fees: :25.00 This Payment 25.00 Total ALL Pints: 25.00 Balance: .00 kk **A h* r** 1 4**• A 'A••k.it•k *.1*4•k * * *•kh *•k * ** ** Air.• k *: * * *: *h*h *•A* * ** *A•kh.•A* Account Code Description Amount t ?00/ 345.830 PLAN CHECK •- UTILITY 10.00 000/342.400 INSP FEE - UTILITY 15.00 • 1 *, " 2,��i � / ���' ' � �-i` � �/�� � ��� 2 a-To ..'' • Ili ., ,;,,,...:14 � , ■ ` ` � ` *+4+**kA**++*4*++**a+*A+A++A++*A*++A+a+A*a*+*A+*A+**+4a*4.A+**a. � CITY OF TUKWILA, NA r TRANSMIT ``. +**++*a*++++*+*++*+*a*��•A* 4ak+*x.A *+++*++*+�A*+h+*a*^ *Ilk kit k A lee Is +�A ' TRANSMIT Number: 96003657 Amount: 25.00 02/20/96 15:46 Payment Method: CHECK Notation: RSA ASSOCIATES Init: MEV -����,�������^�� � Permit No: P1495-0140 Type: PN-LI LANDSCAPE IRRIGATION ' Parcel No: 115720^0222 Site Address: 15200 MACADAM RD S St: LAND Fl: Un: ^ Location: 15200 MACADAM RD S, NEW CONDO ' Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: "OO ` *******+**++4t+****+A++**+A+++A+a**+a++*A++*+*A+*aa*a*+*+*++a+A+a Account Code Description Amount 000/345.830 ' PLAN CHECK - UTILITY 10.00 401/342.400 INSP FEE - FLH/LI/HME 15.00. -_.---�-.~.-~--`-~----~-- ----_--_----------,-~~..-_------- . ` � ` ` f s s � ' ��`�- � � �� ./� /_ 7 �� [ ' � X � � ~~ lq � ~'`� �'�+^� (� o � �`' ' k � ' �� ` �� `i t , ! ��'� ` ��Y� ` ' � » �� � . ` ' ` ^ *+****+^*a*+*****++*A*ka+**o«*A*«+�4+**+**+a*+A+*+**+**++***A* ` ` ` � ITY OF rUKN7LA, NA TRANSMIT • ****a��++�^*�*a*+«�+a�+^��*+++*++�*^**+****�++�*+++**+++^**+***+ ' � , TRANSMIT Number: 96003652 Amount: 228.00 02/20/96 15:40 Payment Method: CHECK Notation: RSA ASSOCIATES Init: MEV --'----------_---^-----^'-'--~~^-~--- _______________ '__________ - . > • Permit No: PN95~0139 Type: PN-LA LAND ALTERING PERMIT ' � Parcel No: 115720-0222 Site Address: 15200 MACADAM RD S St: LAND Fl:- Uw: Location: 15200 MACADAM RD St CONDO ' r Total Fees: 228.00 ' ' This payment 228.00 Total ALL Pmts: 228,00 Balance: .00 • *A le+A+****a*+**+ Account Code Description Amount ' �' - 000/322.100 BUILDING ~ RES 198.00 000/345.850 PLAN CHECK - RES ' 30.00. .~,-'-------~----~.--_--'.'--~~~- ~ ` . ' . .' ���� '.r`t i. 1 t t{d z'; '. :5..it - ;• . -. •i " r ( 0 9 6 2, 04 0 r, * *k•A•kA * ** k *A k * *A *.4 *kA * *d kAA * *A k4 * **'k kA A•k** A.•* * A *k * ** *A ** *A ** k•4 * CITY OF TUKWILA WA TRANSMIT kAAAk *A * *** * ** ilk * ** *.4•k* *4.*“1,4* AiA* A* sh•kk **k *t ** *k *•A * *kk•AA,4kA*4* TRANSMIT Number: 96003654 Amount:. 25.00 02/20/96 15:42 Payment Method: CIIECI( Notation: RSA ASSOCIA•tE5 Init: MEV Permit No PW95- •0142 Type: PW-SD STORM DRAINAGE Parcel No: 115/20• -0222 Site Address: 15200 MACADAM RU S St: LAND Fl: Un: - Location: 15200 MACADAM RD S Total Fes: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 .4 *•t• **4• *A4*•+ 4*.4 *•A **• ** 4* t4 *4* * * *4 *4• *fir *A4 *4 *•kit *•S *,4 *.t * *.4 **4 *k•k k *k *4* Account Code Description Amount 000/345.830 PLAN CHECK -• UTILITY 10..00 412/342.400 INSP FEE •- STORM DRAIN 15.00 Yi?YaRR "°4F"�:""`a!'tra• :K]epF+rn:7�.T47riJMRI �y,«+w,,. -yr,., fey,,? r, ?�^,±-; r.».' 4 .'afa7""�!`"C'.;!;,- ;."!L;..:. .! .� '`�s g,�' .a ,��Y?F .ar.• {.�'•. _ .a aR!�eA•T y„ f ►P �'�' ,. 0 • S• k l,•1.1ks4* 4-4.****• 4**** i►• A• k *t1 *•F *0 *t441‘ * *A * * *.4 *lt * *s4 do kA * ** * * *A * * *•k *•4 CITY OF TUKWILA, WA TRANSMIT h *+4 k**** •k4*.4 *A * * *4 *k *k *14 *stk14 *A ** •4 * *:4 * *1. *e4 *k14 ** ** k * * * *k * A•k•A•kit * ** TRANSMIT Number: 96003653 Amount: 20.00 02/20/96 15:41 Payment Method: CHECK Notation: RSA ASSOCIATES Init: REV Permit Flo: PW95 -0141 Type: PW•••t36S SANITARY SIDE 9t.WER Parcel. No: 1 15 720 - 0222 Site Address; 15200 MACADAM RD S St: LAND Fl: Un: Location: 15200 MACADAM RD 5, NEW CONDOS Total Fees: .20.00 This Payment 20.00 Total ALL Pmts: 20.00 Balance: .00 *:4 k.4 *. *k t* 1 r .4.4 *.4 * * *k * * * *k *k * *k ** *A ** ***• rot *•A *'k * * *k *.4 *4k* * * *k.4 * *•k4 ** Account Code Descr^ i pt i on Amount 402/342.400 INSP FLE - SME /SSS 20.00 ';,p;l - =F• f•. ^4 Z?t'T"'tr/r'vif�Y'r7" 7q �7 7 ."179"V!. 3'1)'fr`1r4 '"_: .w•4y`.r+f"7"7r,;; n 7t "., :c. ,ii;F,:r 1�C� .�,._n.CSr. •`•q.';T••. 1r J f 1 +• 1 + . I a�. . .� . }. tit . � � ...4. 7 1�i` ' T �'.. .s �. ��s ' i ° •f�. t S ..t ;:1 ". f r •� (:) '17.i. l i t • 9j,.' t 4 .. */c A* • k* MA*{:** 4-*** A*****: IA* A**+s** A****** A4 Ak * * *'k * ** :l *A*•4 *A CITY OF TUKWILA. WA TRANSMIT {.: 4A4A *A 4A• 4AAA•k'k•kk:l4sh4*k441* . A.*• A** AA** A4* A* :tk: *A * *441*•l4 *.A.A•h*4:i*kA*• t* 1'EtriNSMi1 Plumber: 96003656 Amount: 25.00 02/20/96 15:44 is Payment Method: CHECK; Notation: RSA ASSOCIATES Init: MEV Permit No PW95••0146 Type: PW -WMI WATER MAIN EXTENSION Parcel Ma: 115720-•0222 Site Address: 1 200 MACADAM RD S Location: 15200 MACADAM RD S rota) Fees: 25.00 1'hit Payment 25.00 Total ALL Pmts: 25.00 f Balance: , .00 k4*i1A• 414• *k*kk *A•h *4 441 *'A.Ak4 **41A****4 1 *41**** 41414 * *AA *4 44•11'k:4*44ti*kk•A:* Account Code Description Amount 000 /345.830 PLAN CHECK - UTILITY 10.00 401/342400 :CUSP FEE •- FLH /LI /WME 15.00 T . . �f .s >•' q.. .w:, ' ?. °•x..'�i .�� t r- 4';i!r.. � t1 :�.s. ,? * Ak A**4—A******4 sk:k1,*•A*4 **A444:1•kk *•A *4A:k: 14 A *kk:1 *4k*4 **:1*4 *•kkA*A CITY or rUKWILA. WA TRANSMIT *A * * * *A**hkkA•k•A * ** l*:1 **:1*•A *44* *1* ***4 *• il**kA ****4 *h*A * *44* "hA*4 TRANSMIT Number: 96003655 Amount: 25.00 02/20/96 15 :43 Payment Method: CHECK Notation: RSA ASSOCIATES Init: MEV Permit No: PW95 °0143 Type: PW-SME SEWER MAIN._ EXTENSION Parcel Ma: 115720- 0222 Site Address: 15200 MACADAM •RD S - Location: 15200 MACADAM RD 5, WEST OF NEW CONDO BUILDING Total Fees: 23.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 A h4l * **41 41 *AA *A *41* ** ***'h* *A ** *k* #••1 ** k * ** A'k* *x.41 *A * *A *A *.5 * * * *4l•k.41* *** Account Code Description Amount 000/345.530 PLAN CHECK - UTILITY 10.00 402/342.400 INS FEE •- SME/SSS 15.00 T Y% .., 0 0 gl Kt 2.P■14-0 ' — * CITY OF •UKWILA, WA TRANSMIT TRANSMIT Number: 96003662 Amount: 20.00 02/20/96 15:48 Payment Method: CHECK Notation: RSA ASSOCIATES Init: MEV • Permit No: PW96-0017 Type: PW-S$ SANITARY SIDE SEWER Parcel No: 115720-0222 Site Address: 15200 MACADAM RD S Location: 15200 MACADAM RD S Total Fees: 20.00 This Payment 20.00 Total ALL Pmts: 20.00 Balance: .00 *A*AiA0**A*h Account Code Description Amount 402/342.400. INSP. FEE - SME/SSS 20.00 ..- iir';-' ' ' • , ' .— GENERA 33.00 *ItiritA it A 1.kleltAieici*A***4****A—k i.iritkA*Als h*4•A*A 0 TOTAL 33.00 TRANsmIT CHECK 33.00 CITY OF ruKwILA. WA A4TAA—k******Itielti:kA•k.l*****Air.Air.A.ksl**4***71.1 sekA** CHANGE 0.00 • TRANSMIT Number: 96003641 Amount: 33.00 02/16/R2Daqt423 2775A000 15:26 Payment Method: CHECK Notation: WEST PAC ENVIRON Init: MEV Permit No: PW96 -0010 Type: PW -LA LAND ALTERING PERMIT Parcel No: 336590-1890 Site Address: 6350 S 143 SI i Location: BEHIND SHOPS ON MOTOR CARGO LOT ONCE TANKS ARE Total Fees: 55.50 This Payment ' 33.00 Total ALL Pmts: 55.50 Balance: • it4 , 14#. 4 *****hiet'%****.i“okakirt1i.4****11*.kit*A*1 1 .4. ki *it khlivik4 ***it k********4•0** Account Code Description Amount 000/322.100 BUILDING - NONRES • . , . . ,• , " ? ' GENERA 300.00 hAk**** Ak A***** Ak *•r4 *A *4kk *.k4A *A *A * **,4 *A* Aft .orA4•A *•bk:4:E•4A* *kk*A*71 ** GENERA 25.00 CIIY OF. •1'UKWILA. WA Reprinted: 02/20/96 15 :52 IRANSM1T GENERA 20.00 GENERA 25.00 *A*AkhA*•k 4*irk•kAk•k *A*A *,k:l•*: * * *A** *kA****l ** ki,A••k• * * * **4*AA :a GENERA 25.00 TRANSMIT Number: 9600 664 Amount: 300.00 02/20/96 .15:51 GENERA 25.00 Payment Method: CHECK Notation: RSA ASSOCIATES Init: MI::V GENERA 25.00 GENERA 5.00 Permit No: PW96 •-0025 Type: PW• -Wt4 WATER METER PERMIT GENERA 2 0.00 Parcel No: 11 -0222 GENERA 228.00 Site Address: 15200 MACADAM RD S GENERA 25.00 St: LAND Fl Un: TOTAL 743.00 Location: 15200 MACADAM RD S CHECK 738.00 Total Fees: 300.00 CASH 5.00 This Payment 300.00 Total ALL Pints: 300.00 ,CHANGE 0.00 B al once: 02/21/% 0 123 2840A000 09:45 !-A4 t1** *•k•k4 k**•4 * *** k***A *•h k *4 k**9•k 1 aA * * * * *e1 *A *••4*•,t* 4*•l::t k4 *•k *A*94*it Account Code Description Amount , 000/345.830 PLAN CHECK - WATER METER 10.00 401/388.102 WATER CONNECTION 100.00 401/386.520 WATER INSTALLATION (DEP) 175.00 . - 401/342.400 WATER INSPECTION FEE 15.00 f , 0 0 1 1 **0*A *A *Ak *A.** *A.A* *kf *A *s klicAkA****k ** Ash * *Ak * *k * ** * *I4 * +4 * * *A *k *k** CITY OF TUKWILA, WA " TRANSMIT r4,. . ",4,*A ** **4 *A *kA * *A * *k* *AkA A *• * * * * * * * *k*Ak * *A** *** *d*k ** *e4* *.AA *•k ** TRANSMIT Number: 96003663 Amount: 25.00 02/20/96 15 :49 ( Payment Method: CHECK Notation: RSA ASSOCIATES Irtit: MEV Permit No: PWO6 0018 Type: PW -SU' SrREi.T USE Parcel No: 115?20••022 - ? Site. Address: 15200 MACADAM RD S ,. ._..,,.:..:. St: LAND F 1: U n Location: 15200 MACADAM RD Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 **** A** k k4* ko 4* 4* A• 4* k* A* AkA********** A*4 *It*Agtk **•h **A4 *k *k *•k *4 ** Account Code Description Amount 000/345.830 PLAN CHECK -- UTILITY 10.00 000/342.400 INSP FEE •- UTILITY 15.00. r . ) 'i i• i ,..1 ' :. .._.•„ _ y :. r. z.... t ;. ,_. vL .L. .. Y:j: di t'. ti,. 't..4,1' . .. 1 %.L.L 1 . .1 : , 1 ;, ar1 t,Y.;.0 t.,:, • .. ... .. .. .............. .. ...:....._-..,...,.....,....,,,...... a. o,...., n vr�aa: ntanwsz- ro-n +mti,. -,�.. _._ ... ... ..... _._....__.._ .....�._.,....._...,......., Nv� Environmental Geotechnical M . Construction Consulting • Engin.. ring • Testing March 3, 1998 File No. 712 -71594 (9603 -0065) 0/7y/tce 0n k .. Mr. Duane Griffin P °///1// ; : 1`r,�., City of Tukwila Building Department r pENr�J'+� 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 • Subject: Project Name Peaks of Tukwila (Sunshine Ridge) Project Address 15200 Macadam li Permit No. B950128, B950129, B950130 ti 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 . I Reinforced concrete (cast in place) Reinforced concrete (cast in place) Epoxy dowels Epoxy dowels Post tension deck Post tension deck Shotcrete Shotcrete i To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or writ instructions from the Engineer of Record. Reviewed by: John F. Vicente, E.I.T., Project Manager, Seattle Construction Service 0 Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. James C. Freeli , P.E., Senior Vice Pre. dent - JCF /jfv cc: John Kane J. Kane and Company, Inc. 3422 Belvidere SW Seattle, WA 98126 Information TO Build On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282.0666 • Fax 206/282-0710 ". ! I . . . ' GE O T E C H Ri <- e.'vi.:" February 2 cn Cr T1_t!.l'J;`.3 ry 7; 1998 ` CONSULTANTS, INC. 13256 NE 20th Street. Suite 16 JN 94076 I. Bellevue, WA 98005 (425) 747 -5618 PERMIT CENTER FAX (425) 747 -8561 J. Kane & Company, Inc. . .. , 3422 Belvedere Avenue Southwest Q X E Seattle, Washington 98126 , IF a.,/,vic,8 0 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 ervices, was performed in conformance with our recommendations,. • • J. Kane & Company, Inc. - ` .1 Letter JN 94076 February 27, 1998 Page 2 If there are any questions, or if we can bs of further service, please contact us. Respectfully submitted, GEOTECH CONSULTANTS, INC. mes H. Strange, Geotechnical Engineer OgERT jY sit - fa cp7a d w ' rig q �v (9,9 L E VIG 2' 7i7 EXPIRES / f)./7,(--4 D. Robert Ward, P.E. Associate JHS /DRW: alt • • � GEOTECH CONSULTANTS, INC, �, ,� r : STORMIN March 2, 1998 WWI, i alp • ' Waterproofing t (FmA4v On..) / !' . 8622 10th Ave, SW EH Seattle, WA 98106 (206) 763 -1934. fax 763 -3996 x ` 0 4 , '0 STORMW0557K ' i ? £_ 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 • • Norman D. Klossner ss er Owner • • • • .. • • • POLY�COAT f f PRODUCTS . '� �s ) f //,_,,,) A Div. of American Polymers Corp. POLYDECK 255 lab. 4111C Class B - 5/8" (1.6 cm) Plywood Class A - Non - Combustible Substrates 50 DRY MILS COMPOSITION: 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 /CBO E.S. underReport#4789 as Class B on 5/8 "(1.6cm) thick plywood and Class A on concrete. It meets IV 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. c 2 r SYSTEM DESCRIPTION: The POLYDECK 255 Decking System is a specialized application of '? a elastomeric fire retardant coatings. The system is durable and with appropriate sand aggregate it provides a slip-resistant waterproofing system. The o POLYDECK 255 Decking System can be applied to protect surfaces against spat- \‘' oL`IG�.AZ . ES' st1/4cER �3‘4'41 � ° ° F��\ y ling, freeze /thaw damage, and chemicals commonly encountered on these surfaces. p2` .tG`pZE A■. ESZER --- - --- -- It is an elastomeric system designed to expand and contract with normal structural 9 C,:).1.4 N . /"1 /4" ". ,ova, t`' movements. POLYDECK 255 is highly pc- 21o `1p ,��� c cF�'\ -a m resistant to abrasion and weathering. It has c 5 an aesthetically pleasing monolithic sur- ri o face that will not soften in heat nor embrittle p p�.`tWM* - 1'sO \� o���3p0 e�\ 73 s in cold. The POLYDECK 255 Decking ..---.704.--. -7--....7--:.- 4,.. -.....-- -.: g o System is a proven waterproofing system % W% Alt NC -6* °m for use on a wide range of applications. JP.CYIEZZP. ` a ° c►.��r,�N�e�stE x Installed and maintained properly, the POLY- • DECK 255 Decking System will ensure Properly prep N years of waterproofing and Class B/ Class Substrate A fire protection. prepared FEATURES: *VERY ECONOMICAL *Moisture Cured 0 *CLASS B/ CLASS A Fire Protection *Abrasion Resistant 0 *Provides Limited Chemical Resistance *Attractive Monolithic Surface e *Sand Aggregate Provides Slip Resistance * Elastomeric Qualities For Strength ? *Proven Products With a Long History of Successful Use 0 TYPICAL USES: The POLYDECK 255 Decking System is a VERY ECONOMICAL system that can be 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: 0 0 •Over Living Structures •Patio / Roof Decks *Helicopter Pads 0 •Walkways / Stairs *Balconies •Sun Decks P ( POLYCOATPRODUCTS A Di POLYDECK 255 SPECIFICATION v. of American Polymers Corp. adap 14722 Spring Avenue, Santa Fe Springs, CA 90670 -5108 US GUIDE T (562 802.8834 INTERN . WWW. po l y co S tusa.com 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. AIIow 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 Iiters /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 /n> 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. -v 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 0 usage instructions. TOPCOAT -The use of POLYGLAZE HARDENER will shorten cure time with POLYGLAZE AL -ESTER to 6 to 8 hours for each coat. Refer to the POLYGLAZE HARDENER technical N bulletin for further mixing and usage instructions. 0 0 FINISHED SYSTEM: When applied as directed above, the POLYDECK 255 Decking System will provide 50 dry mils (1270 dry microns), exclusive of aggregate, of superior waterproofing protection and the assurance of a Class B Fire Rating. c -1 to PRODUCT MIXING & USE INSTRUCTIONS: POLYDECK 255 is a Decking System that utilizes a specific POLYCOAT products. POLYPRIME 230, and the PC- 220 /PC -50 mixture are two component e materials and both parts must be used to achieve desired results. Refer toALL individual product technical % bulletins for complete mixing & usage instructions, as well as information on the safe and proper use of each product. C POLYCOAT PRODUCTS A Div. of American Polymers Cor POLYDECK 255 . yp. iimp 14722 Spring Avenue, Sa Fe Springs, CA 90 -5108 USA GUIDE SPEC IF D A T D N TEL (5 6 2 ) 8 v 0 e 834 I NTERNET • . 90670 .po t ycoatusa.com FAX• (562) 921 -7363 E-MAIL* sales @polycoatusa.com SECTION 2.4 (Pg. 2 of 6) s 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. ✓ 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 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. ✓ All materials, except aggregate and backer rod, shall be supplied by POLYCOAT PRODUCTS or must be 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 merchantability or fitness for a 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: ICBO 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 $ and replaced with the POLYDECK 355 Decking System. z 0 e tO v 'o O • IMP(0)RTA \NT ° r Please Read ALL PRECAUTIONARY o INFORMATION and DISCLOSURE on y Page FIVE (5) of This Guide Specification. g e a THIS SYSTEM UTILIZES PRODUCTS THAT CONTAIN: ISOCYANATES, SOLVENT & EPDXY RESIN AND CURATIVES 1 C POLYCOAT PRODUCTS POLYDECK 255 A Div of American Polymers Corp. A pip 1 4722 Spring Avenue, Santa Fe Springs, CA 90670- po USA oatus GUIDE SPECIFICATION TEL• (5 8 -88 IN TERNET •. WVYW . l y c a.com , FAX• (562) 921 -7363 E -MAIL• sales ©polycoatusa.com SECTION 2.4 (Pg. 3 of 6) " Summary of Test Report Conducted by Ramtech Laboratories on the POLYDECK 255 (POLYDECK 255) Decking System 1. WEATHERING TEST: ASTM 0-23, Atlas Twin Arc Weatherometer 2000 hours (equivalent to approximately 6 years of natural weathering). Usual 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 (kg/an°) 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, delamination, or any other deleterious effects. Before After % Change Tensile Strength ASTM D- 751 -79 (Method B), psi (kg/an') 382 (26.9) 403 (28.4) + 5 Elongation ASTM D- 751 -79 (Method B), % 185 148 - 20 Bond Strength ASTM C -297, psi (kg/an') 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 (% or original 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 WVT grains/hour/foot 1.63 6. ABRASION TEST: ASTM D -1242, Method A Thickness lost (max. allowed 5.0 %): 1.3% (1000 cycles, 1000 grams, No. 801? Aluminum Code Gril) 7. CONCENTRATED LOAD TEST: One inch diameter steel plate with rounded comers. Load [Ibsj Deflection [inches] Load [Ibsj Deflection [inches] Load [It's] Deflection [inches] 100 (45 kgs) 0.018 (0.046cm) 200 (90 kgs) 0.031 (.079an) 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 Detemiine 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 Soiution - 10% 1 2 Turpentine - 10% 1 1 Sulfuric Acid - 3% 2 3 d Transformer Oil 1 1 Sulfuric Acid - concentrated 3 3 N Diesel fuel 2 3 Hydraulic Fluids 1 1 o Gasoline 1 1 Toluene 1 2 g Lubricating oil 1 1 Chlorine solution - 10% 1 2 m Soap Solution - 1% 1 1 cc NUMBER CODE: 1. Unaffected 2. Superficial Affect 3. Considerable Affect "Q Note: 1- a) Of the 19 reagents used In the chemical resistance tests, only diesel fuel and sulfuric acid caused a deterioration of the decking system. D The softening which was observed was only on the seal coat membrane layer. Wearing surface revealed no cracking, crazing, deiamina- o tion, or any other deleterious effects. n b) The test specimens which are coded "No. 3 - Considerable Affect" could not be restored to their original surface condition by normal ¢ cleaning methods. ri 11. FIRE RESISTANCE TEST SERIES CLASS "B ": U.B.C. Standard 32 -7, ASTM E -108, 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 o. EVIDENCE of displacement, sliding, spaf(ing, or flames underneath the deck. B) Spread of Flame Test (2 decks): No signs of distress on the exposed surface of either specimen. C) Buming Brand Test (4 decks): The heat areas were confined to the immediate area of brand placement marginally above the brand. p There was no displacement of the POLYDECK 255 observed during or after the test, nor was any distress noted on the underside of F the decks throughout the exposure period. x a re POLYDECK 255 Decking System will satisfactorily withstand the three methods of tests for a Class A rating on non - o combustible substrates and Class B rating on 5/8" plywood In UBC STD 632 -7, ASTM E108, UL 790 and NFPA No. 256, when o constructed, installed, and tested as described herein. C POLYCOATPRODUCTS 2 A Div . POLYDECK 255 . of American Polymers Corp. 14722 Spring Avenue, Santa Fe Springs, CA 90670.510 USA GUIDE SPECIFICATION `� TEL• (5 62) 802 -8834 IN . WWW .po l ycoatusa.com FAX• (562) 921 -7363 E-MAIL. sales @polycoatusa.com SECTION 2.4 (Pg. 4 of 6) • HANDLING & STORAGE PRECAUTIONS NIOSH /MSHA approved, positive pressure supplied air respirators with a full Keep in cool, dry, ventilated storage area, in closed containers and out of direct faceplece where an airborne concentration of Isocyanate vapors is expected to sunlight. Keep liquid and vapors away from heat, sparks and flame. Store In exceed the threshold limit value (TLV) or concentration levels are unknown. For containers above ground and surrounded by dikes to contain spills or leaks. emergencies use a positive pressure self - contained breathing apparatus. Sufficient heat or pressure may ignite or detonate even liquid product in the Cartridge type respirators are not approved for protection against Isocyanates acsence of sparks or open flame. Extinguish pilot lights, cigarettes and tum off because they have poor warning properties since the odor at which Isocyanate other sources of ignition prior to use and until all vapors are gone. Vapors may can be smelled is substantially higher than the exposure limits. Use explosion- accumulate and travel to Ignition sources distant from the handling site: Flash- proof, suction type, ventilation equipment (exhaust fans and blowers) with Fire can result. Keep containers closed when not in use. sufficient cfm capacity to keep Isocyanate vapors below the TLV limit. CAUTION! Air circulation and exhaustion of Isocyanate vapors must be Containers, even those that have been emptied, may contain explosive vapors. maintained until the coatings have fully cured to insure that no potential fire, Do not cut, drill, grind, weld or perform similar operations on or near containers. explosion or health hazard remains. Waming properties (irritation of the eyes, nose Do not pressurize containers to empty them. In the event that thinners and/or and throat or odor) are not adequate to prevent chronic overexposure from solvents are used, for clean -up or dilution, consult the MSDS (Material Safety Data inhalation. This product can produce asthmatic sensitization upon either a single Sheet) for that particular product for additional Health & Safety Information. inhalation exposure to a relatively high concentration or upon repeated inhalation Use explosion -proof lighting and electrical equipment, non - sparking tools, clothes exposures to lower concentrations. Exposure to vapors of heated Isocyanates and shoes. Ground all structures, transfer containers and equipment to conform can be extremely dangerous. Employee education and training in safe handling to the National Electrical Code. Use procedures which prevent static electrical of this material is required under OSHA Hazard Communication Standard. sparks. Static electricity may accumulate and create a fire hazard. SOLVENTS may cause allergic skin or respiratory reactions. Immediate effect CONFINED SPACES AND TANKS: These type of applications pose greater is stupor (central nervous system depression). INDIVIDUALS WITH CHRONIC danger - 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 atmosphere for explosiveness and oxygen deficiencies. Use adequate personal application area must wear properly fitted appropriate, NIOSH /MSHA approved, pr.ritactive 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, check with OSHA, EPA and hood. Use explosion- proof, suction type, ventilation equipment (exhaust fans other local regulatory agencies before proceeding. and blowers) with sufficient cfm capacity to keep solvent vapors below 20% of ISOCYANATE PRODUCTS: Moisture reacts with Isocyanates to produce Carbon the explosive limit. CAUTION! Air circulation and exhaustion of solvent vapors must Dioxide - Do not breath the vapors. Store in tightly closed containers to prevent h until moisture contamination. Do not reseal if contamination Is suspected. As pressure fire, , explosion maintained or r health h the hazarrd d remains. coatings have fully cured to insure that no potential builds, container may explode causing serious injury to people and /or property. EPDXY RESINS OR CURATIVES may cause allergic skin or respiratory reactions. Moisture contaminated material should be disposed of as permitted under local INDIVIDUALS WITH CHRONIC RESPIRATORY PROBLEMS OR PRIOR RE- regulations. ACTIONS TO SUCH MATERIALS SHOULD NOT BE EXPOSED TO VAPORS. When applying any product avoid breathing harmful vapors. All personnel entering HEALTH & SAFETY PRECAUTIONS The uncured components of this product can cause irritation to the eyes, skin, the application area must wear properly fitted appropriate, NIOSH /MSHA approved, fresh air positive pressure air respirators with a full face piece. mucous membranes, respiratory tract, and are harmful if swallowed. Avoid contact with eyes and skin (especially open cuts). Wear protective clothing, AIRLESS SPRAY APPLICATIONS: The application method of using an airless chemical resistant rubber gloves, chemical tight goggles, protective barrier cream, sprayer will cause the same volume of product to produce higher airborne vapor etc. to prevent contact with material. Wash hands with soap and water before concentrations in a shorter period of time than other application methods. It eating, drinking, smoking, applying cosmetics, or using the toilet facilities. is Important that air is monitored and full precautions are taken as indicated above. Launder contaminated clothing and footwear before reuse. Air dry contaminated FIRST AID: In case of SKIN CONTACT, remove contaminated clothing as needed clothing in a well ventilated area before laundering. (Discard unwashable and Immediately wash off with plenty of water and mild soap for at least 15 contaminated shoes & clothing.) Safety shower and eye wash stations should minutes. If irritation persist get medical attention. In case of INGESTION, do be available. Educate and train employees in the safe use of this product. not induce vomiting, do not give anything by mouth to an unconscious person Untrained 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 and respiratory equipment. reaction, remove affected personnel to fresh air immediately and obtain PRIOR TO BEGINNING ANY PROJECT, THE HEALTH AND SAFETY OF emergency medical help. In case of EYE contact. immediately rinse with clean BUILDING OCCUPANTS AND PEOPLE IN ADJACENT AREASIBUILDINGS water for 20 -30 minutes, holding eyelids open at all times. IF MEDICAL SHOULD BE CONSIDERED. VAPORS ARE HEAVIER THAN AIR AND CAN ATTENTION IS REQUIRED HAVE LABEL AND MSDS INFORMATION AVAIL - TRAVEL CONSIDERABLE DISTANCES. TAKE CARE TO PROTECT THESE ABLE FOR PHYSICIAN. PEOPLE BY POSTING SIGNS, SEALING OFF BUILDINGS FROM INFILTRA- FOR INDUSTRIAL USE BY PROFESSIONAL APPLICATORS ONLY. NOT TION OF ODORS AND FUMES BY TURNING OFF AIR INTAKE, VACATING THE INTENDED FOR SALE TO THE GENERAL PUBLIC. Not to be sold or delivered BUILDING OR USING OTHER APPROPRIATE MEASURES. PRECAUTIONS to any minor person. KEEP OUT OF THE REACH OF CHILDREN! SHOULD CONTINUE UNTIL COATINGS HAVE COMPLETELY CURED AND NO y RESIDUAL ODOR REMAINS. FOR COMPLETE HEALTH AND SAFETY INFORMATION CONSULT THE MATE- 0 ISOCYANATES may cause allergic skin or respiratory reactions. INDIVIDUALS RIAL SAFETY DATA SHEET (MSDS). { WITH CHRONIC RESPIRATORY PROBLEMS OR PRIOR RESPIRATORY This product may contain chemicals which the State of California lists as 7/ REACTIONS TO SUCH MATERIALS SHOULD NOT BE EXPOSED TO VAPORS. causing: cancer, birth defects, or other reproductive harm (Proposition 61 All personnel entering the application area must wear properly fitted appropriate, 65). -4 DISCLAIMER: All recommendations, statements, and technical data contained herein are based on tests we believe to be reliable and correct. but accuracy and completeness of said tests are not guaranteed and are not to be construed as a warranty, either expressed or Implied. This Information relates to the g specific 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 r to satisfy 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 0 resulting from his use of the product. Polymer coatings tend to have very poor wet traction - Aggregate must be used to provide slip resistance. It is the f- users responsibility to determine appropriate type and size of aggregate necessary for each application. We do not suggest or guarantee that any hazard n listed herein are the only ones which may exist. Seller's and manufacturer's sole responsibility shall be to replace that portion of the product of this manufacturer O which 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 -I —I indirectly resulting from use of, or inability to use, the product. Recommendations or statements, whether In writing or oral, other than those contained herein -a shall not be binding upon the manufacturer, unless in writing and signed by a corporate officer of the manufacturer. 0 Technical and application Information is provided for the purpose of establishing a general profile of the material and proper application procedures. Test c performance results were obtained In a controlled environment and POLYCOAT PRODUCTS makes no claim that these tests or any other tests, accurately N represent all environments. Application, environmental and design factors can vary significantly, due care should be exercised in the selection and use of the coating. PUBLISHED TECHNICAL DATA AND INSTRUCTIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. CONTACT YOUR LOCAL POLYCOAT PRODUCTS us REPRESENTATIVE FOR CURRENT TECHNICAL DATA AND INSTRUCTIONS. xi ro PUBLIC SERVICE ANNOUNCEMENT For the safety of all concerned, always read and follow safety Instructions provided by material &equipment manufacturers. a This information Is provided in Tech Sheets, MSDS, Manuals and by checking with Local Regulatory Agencies. C POLYCOAT PRODUCTS POLYDECK 255 A Div. of American Polymers Corp. 2 14722 Spring Avenue, Santa Fe Springs, CA 90670 -5108 USA GUIDE SPECIFICATION jgb TEL* (562) 8024834 INTERNET* WWW,polycoatusa FAX• (562) 921 -7363 E-MAIL* sales ©polycoatusa.com SECTION 2.4 (Pg. 5 of 6) (_ t Naigtegiuce + 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. 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 1 "Unique Eiastomeric Coatings" 14722 Spring Avenue, 2 Santa Fe Springs, CA 90670 -5108 USA TEL* (562) 802 -8834 3 INTERNET* WWW.polycoatusa.com c 3 FAX• (562) 921 -7363 E-MAIL* sales @polycoatusa.com COPYRIGHT 01997 byPOLYCOATPRODUCTS POLYDECK 255 ALL RIGHTS RESERVED Rapro wide unless sl Ittenpa o m inia part, i9 for GUIDE SPECIFICATION biddea Nntten prtnissir hie Dien obtained. SECTION 2.4 (Pg. 6 of 6) I .. :_ _.__.....__..__ ___ _. ._ r . .. _ fr' #"!"Y.'is.t�ti} L'{f.�'t1'� l '?��'Jli?tt gip, j;PPi��;Tei'.i�i• ?:J;li il�Y:f43 ..fit'�{"M }dS • { SrP }�. ".T:� . ' _J u ri. . qt Gtr i - i . __. _... -- ._.._...._. .. r r y �^ , ism+ _ .. 1 .__. _.... . ... .... _._...__.�.._�._.�_..._. -__ e t.. ��� ter t 41r �� _--_ .. __ ._..� _�..__ ' :�'S .Fr?7..� Ifs y tyy 'S ; . 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' -L 'r• ' Wle - ' - - .. ' pi • ........iiiaiiii...... .4, - 4.--- 9 ........--4. 1111.1.1.11111- — - - 1==lin • • ,:r ..r : - ( 7 ' ' •• - : ' 4 .---. . 1,=4 ■W b litz ....„,....,: 1 ti............. „:-:.: •-• _ --- -- - real 42 . 1 ._ _ — I ii re le. _ ____ 1 — • ..... ,.,.. ..,..... ..„...„..., ..._ ,., . . ..... , „ , ..,. ›. .......„--,,,,,,,----..••••...- , - 1 i, , ,, ,,.. .,,,,,. • ., ..._ _. , 11 • 11.1 ■ ' II I 1 1, ,.......- i 4 . , , ,- :;:-. -. - , - - ,... q.,-- - ,.....,-, , ar , ..-..._-,,,,,... .:....,..,=:-_, - .---.1, k .,„ 1-... . ;; :is• - :;••• ..._ - I s , ,...4: 4,, 1111111m.otaxig, 1 . 1111E1 H AllteM 111 H I 1 1 !: 111,1 ■ 0 FA 1 c AW Nil* ___, 1 111=1111•111•I arlirali '44.411114111Arg/P4 (i) . ./../ . - -al. .... . \ N s - i i I 1 ) . RECEIVED II CITY OF TU"ItA k-r io H .... L.iii...p1h4 ENO i scp 2 3 199 Il i 6.11 (28 PERMIT CENTER . .."..-. - - ----.--• .....- ... S....... ...=IMMININK,":' .....r.■ - — .,„„ -.-. -.- 3, - ,s„,- -- 5,.7 -- 7.-,.. 4...... 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CD C.1.• . --"- --- - .- ,.... 0... .....- . ii • si 1 c., . - 1 - .-,,, ...-,...--.- •_,--_-__., =...„... imii ____ IN_ - 6 M........., •- . . - 1 - .-., i liMar :-- -*- •• • iii ,.. 1 44111111.1 .4 Milr:IMEM . :' •01 illIVPIES H . iii mmul =,.. 1 ... la .g. imi __ ...,. 4., • ... _ . .. N iii.1 iirm _.. ,.......„,, .„ _ ,.. _. • __ i Ill , . • . = a 1 M Ifflffi 1 ll 1 111 n _ I. ?_ ... '• I, , ________ = me la • ., ■ I ''IradIM-1= =MU MI •,, • , •••• EMI , • '' 1:- • ; , ' i ______ , . - . , 1 I j l■ i 'RI I — '1"==i I _ Mill r . , ..,........ -.1. 4.- 7 1 I I 11h : . - - _ • , ilf 1 II I _ .._1.! , ,______.-w . .. , got ... -- '• • ;:: .1- ..... I - - • - ....,,,,,, .,„-vtk,„ . v , : 1 .. _ • - - ... v II=Min e A " t P...."...'4," ,' • ...t. 5.. % ad, j . . . - - .. .■ 1 1 . mtemliao itn o il aro 111 _ _ _ 3 -- • ‘ - ,.•--; - ,........ - ...t ., ‘.... , ....7 1 , : . I 1 • ■ I . _ a I. i , : t mow • - 1 1 I I - I ; . 111 1 1 11.11111.11.1.1111.111. ..m..1 WEI 111 1 1 . ; • ' I I I l ; 1 lar II ' ; T1 I 1 4 II■- 4.4111111 ' 1 ) .111rigraillireallf a I ..__‘..10111111111)01.10- Alb - Al. _ . --14 .4111 100 1 11 6 164 L 11111- - . el ' FA 5 14 I G. AW N If.1 -'- -AINi.,_" - -w-41."4/41i4Iffira4 z. . .. . - -wfa i - jpitardim mimmo - , , '' mimmor © - , - . • . - --.,- ;,. i I t...•.•, I i , • t • - . .. \\..........--. .... . _ ,.... • REcevi 4 cm( oF 11 . kt ,..- 15-■/kT 10 H ... =1..111.-PIN 61- 11 agce Dia3 PERMI CI • , ..„.. , .. (../ ,,, ................ .10.,, ,. . City of Tukwila John W. Rants, Mayor ( <I .... 70, 1-i tl..1% Fire Department Thomas P. Keefe, Fire Chief . „:41 ............. ' TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM 3%O/3O 1 '-O/Z. Permit No. 4 1041:69,0 • Project Name ' il-1—. b • 1539.0 Address ' 6' c=4.3..) 41/1 :2D. s• 4 . 1 5 3 ,' G) ilbrz. ' C; Suit # • Retain current inspection schedule ..- L. Needs shift inspection Approved without correction notice • 1/ Approved with correction notice issued Sprinklers: AK .15 . Fire Alarm: ae fi Hood & Duct: A) Halon: Al Monitor: /015 Pre - Fire : Permits: — V — • Authorized Signature • Date 1 • FINALAPP.FRM T.F.D. Form F.P. 85 . / Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) ...:7447.5 '• t '.i 0 . _. INSPECTION RECORD I INSPECTION RECORD ; . Retain a copy with permit �R� ' 01 2 � I , 'Retain a copy with permit ke /`�� INSPECTION NO. PERMIT NO. INSPECTION NO. PERMIT NO. o ' CITY OF TUKWILA BUILDING DIVISION .; • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 `•� 6300 Southcenter Blvd., #10Q, Tukwila, WA 98188 (206) '431 -3670 Project: Type of inspection: Project: Type of inspection: ':i , r s uns{�ine rioge. nyGlravif" . S unshine R idge. Pressure + a+ mi d ranf- .. Address: 15300 dam Rd gDate called: 1 0 -2 q Addr Y�3� 0 �pC'r�l� ram Rc� .S Date called: 10 -3—q7 I"' C1 Special instructions: Date wanted: a.m. Special instructions: Date wanted: 9 3 0 1 0 — 3 —q i m '0 - -� 7 p.m. Requester: Requester: ` `` • /aCle) 12l(3vlleS Melte Cones C' Phone No.. g(og / / �g 66 �(��(( <� Phone No.. � � g ! p o � 6 ; ' y U v\ 1 Approved per applicable codes. 1 I Corrections required prior to approval. ' \ I Approved per applicable codes. L 1 Corrections required prior to approval: :• COMMENTS: V COMMENTS: I- „ 4t:.. in L A .., 0 / k7 (oKIII -NC ilk DAN 51W C !P05 4 . -., Vt Psi �r ,err t1Z s CO : 20 5 p - ' ; ' _.; .4 i-7 57 : P : Lo oi 6 r z. z . ..„ '.--1,,,,...k stall' ,.v..,,,,� p t . • _e . . ■ ' ■ ' S 1 Inspector: � `y2 r pate: 1 ( Inspector: - Date: I ; U t'.'s REINSPECTION FEE REQUIRED. Prior to inspection, fee must 1 $42.00— REINSPECTION FEE REQUIRED. Prior to inspection, fee must , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. � ,'ti bp.paid'at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. 1 Receipt No Date: I; I Receipt No Date: l . 'Rt ..S::q:,,,:k 1!i ,.1:5 , j 7,..t vV7■4..,, + . ... v: YM.”' 1 ..... -.. -. " . - . _ Fr �,7•ory4•y; T':1;J,4°; Vi? 5'? C' W'` 3; isa' �`- ':;.tX...,�,- a.- ."':'a3".,a°t.4 y'C'c'i: INSPECTION RECORD INSPECTION RECOR p 1 Retain a copy with permit .- 6, 3 Retain a copy with peril" 0 2 5 0/2.8 INSPECTION NO. PERMIT NO INSPECTION NO, �R MIT 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 9 8 1 ; . •. .31 -3670 — Project: Pct K S T of inspection: Project: ,� Type of inspec' on: C� (j,'- P G F. C. .... r _��/ Addre O O Date called:. 5 /20 Address: Date called: �� O i -3 _ Special instruct Date wanted: /2 a a.m. Special instructions: Date wanted: — a.m. p.m. p.m. Requester:� ,< Requester: Phor No.: - Phone No.: 1 Approved per applicable codes. 1 Corrections required prior to approval. pproved per applicable codes. I I Corrections required prior to approval. COMMENTS: r!A!�(/2�Ca� /�� o� ' COMMENTS: Ca /L D/t'.(1 ''5 P cA+ ( /+2 er+ o (-- �'( 1)6.8 L(<- -- 0 K.- 1)kC vezAiA cr U 7--r - 5-- C) /C Ot } . ' —E C -7-0 13(% PA/ rs( TL� PC-ANN/Ai C (SS veS o w F 2 /},P/1.9 N tv�r� ; Cff'c/<-• CA cS, c.J of ( 1 ti D21 - 6 - Y d - S r2 air /2e)°r4 k /r CU/Z.0 /A.cG M A Cif D'4 r-1 /2 oA D b/e, ( /lam wA Y i--C r/t .. _ __ C 0/4 C(2(57t - - C74 /R C 70 /''I A Cfl )1)4, -1 . A S Pf 7 v N u7Yt( 7 IZ �. ". -- A ,'/ Ins actor '// / , Date ' Ins ector• /� J ,f D a t e: i W p V /�G�( !/ ?S U t"�Zfc3 / ?7 , I p �,--- / v`" ' .2, /if ,.� I }"\ -4 —(. `-- % , ) I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must TI 542.00 REINSPECTION' F'EE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •• paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Receipt No.: I Date: .. 0 INSPECTION RECORDL- Retain a copy with per (J. Bqs-ota7 , 7 INSPECTION RECOR k „ ' Retain a copy with penW 075-0/2, • , ,-,, INSPECTION NO. PERMIT NO. INSPECTION NO. A R M r CITY OF TUKWILA BUILDING DIVISION , CITY OF TUKWILA BUILDING DIVISION ?c 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ' 6300 Southcenter Blvd., #100, Tukwila, WA 981:,:' (2O6)4-3670 ';• ..P.tri ag TrIlyspeor . n a 1 .'. Project ,0 f Type of inspe ion: Ple - / Ar • a .ii." 0 Ma C aciam Pd. Address: Date called: ' Address: _...e Date called: '. , - Special instructions: Date wanted: a.m. , Special instructions: . ...i Date wanted: 3 ..., , a.m. . p.m. ? -Li -/- ‘11 An . -.:.. Requester: Requester: , .-, Phone No.: ' Phone No.: . .,. , 1 1 Approved per applicable codes. 1 1 Corrections required prior to approval. Ne Approved per applicable codes. 1 1 Corrections required prior to approval. OMM ENT,' • COMMENTS: ' v -c-..Aria cere--tA: , ......- ... .. ,...:, , . -• - .. .,,.. ,..., 4 I! 4 • . , : r I Inspector: O k k tikAA us Date: z i z , 7 /9/3 ' 1 Inspector alfc... A Aihe‘ Date:1_ _.)...... 7 6 0 4, , 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must 1 1 $42 EINSPECTIO EE , 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: .-. • :. '1 ;,,:7 77i 7 77n7 74 r" rmrv'rer*Trkrt"*""""' trVIrrrterk it 0111A, .............. 4 City of 19 John W Rants, Mayor I ( r ) . Fire Department Thomas P. Keefe, Fire Chief ................. 4 0 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ;84C-0Z-Se 096=0130 1 , Permit No. 6 95 9 / 4 /1441sesero Project Name P64.4 /5390 Address 1( i=rzto MirrttOkii R.P.. 5. 4. /53/ "red /20C Suit # Retain current inspection schedule Needs shift inspection z.` Approved without correction notice t ;I` V with correction notide issued 4rla 1J Sprinklers: . Fire Alarm: F Hood & Duct: A) Halon: N Monitor: 4145 Pre-Fire: Permits: A/ Authorized Signature Dat 1 FINALAPP.FRM T.F.D. Form F.P. 85 (; Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) .4439 INSPECTION RECOR4 6gS -or29, . ---- __ INSPECTION RECORIL „ . Retain a copy with per& 27 4- / 3 0 h 4 5 Retain a copy with per - 11)ci 5 - 0129 INSPECTION NO. PERMIT NO. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION # CITY OF TUKWILA BUILDING DIVISION 13R S -or Zie 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206) 431 -3670 Project Type of inspection: .; _ Project: Type of ins ectio : Pa Ks" (uk c4J ( C A pc/ix/Li/A(6 F ,•vA C 4.. Tile- A-74-Ks Dc mks Address: Date called: Address: Date called: f $ l ,534 -D 1 5"3'�o Pciv -w ori 4T6� r ; � CA-0A-1---- Special ins ?ructions: Date wanted: a.m. Special instructions: Date wanted: a.m. p.m. 2-,Z Ca /58- a Requester: / Fai 9GS A -'- $ • Requester: � 6 Ffnr ( sf6 Phone No.: o6.. z4 — 86-f 2 Phone No.: 24 } 1 Approved per applicable codes. I I Corrections required prior to approval. Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: COMMENTS: Q tve D LAN S V r( 5ov 7 cots 7 gc✓ S 8- c(- a�w/e..,..c" pc71 z,oi - 1 c (5 ,''— - VAR. loCif 1 c kite- 5 ((K cc, obi 4(c Novi It t. c Aa SO (L Y( TACT A. 2 r 13 L1eoarD AooF Ovclif / Na : ()u , ,)e — ,a-,,* I ,S( , :::, to I ..c:S,,NJ (, 0 .� 2 ken - biz tvV'w (5CA S(DJA(....K -ro — A-.c ( II— 4 6 - 1_6) • MACADAM F1ZoM PILOPOI. - rY (./N' /k5 PlIAt -77t! G 70 f VekM Y S r,e(P,/v c FiaK . PP2(^rc- c(Kg C UTS (' -- PcAnr S ® S T A 1 S . m A• - r • cfl f7 SnuTr.e_ FA}cr iv G \/ (r 0 c c. Po c-41- (U c.b c A0) . 1367) b-nro2 - raeg r ()Acc- AcceT( crk fPS = . @ (.),4((- ar)C6r5 M(557ArG. . A C•c- ur .r AY ; '2AW7 €D, T. a w r:• )KSP, 120a4 ont 2/26 ir15G 6 2(2V" f cAa ,evs' , _\ 1 Inspector: / /0 0 046.7s „ v Date: 7 1 ,, 8 Inspector: 0' I Date: V l/ � c l� L__ 7 �? G �9•P 1 i $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. CaII to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • Receipt No.: Date: Receipt No.: I Date: 1 ` n:�r,;x.� . . ; rt °y,, . . r-_..A,, :ti 2. .'4 1c,7. r. ), (•.v'... _ . r .. . E41. : .:''.;'1 ;:; �. r .. .. _.. . .. . ... .... . .... . • . • .. , V ,,. „ . , • , . Si i ;r - - -- - . .: • , . : , =.. • : ` , y r ✓ .4 0 - . .' _ n INSPEC RECORD . c- Kr INSPECTION RECORD - J p ),_',.. Retain a copyyvith • , , rm i 3 ' O\ Retain a copy with perms X 15 X12$ INSPECTION NO. r' ,..,,, ,A4.- PER1120 t INSPECTION NO. PERMIT NO 74 , CITY OF TUKWILA BUILDING DIVI ION ys -- _ 0/30 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 5 6300 Southcenter Blvd., #100, Tukwila, WA 98188 :4 t (206) 431 - 3670 Projec T e of inspection: ' Project: r Type of ins cti'n: Address: b ate called: , Address: Date called: " �` - ACA -07,,,, Special instructions: Date wanted: � 0 Special instructions: Date wanted: j �i -t '.+ '0. ci 1 Q p.m. 1 p.m. I'�S /�� ;� � v) Pli979 ' r /4/ S i,4i7 h r 7) t >7u / 0.2 , 4, 4, 44 2-�r. roz� �S io , :• .... , r+kar'.5.,:,C„'., _ _,.mwsu _ _ .nr._. -r. v' �'`lf Bn+•4� %� �- Gam= o:. r - •• - - INS CTIQRECORD . . � ,-T INSPECTION RECORD j . ' , Retain a copy with perm _ ., • ' ,,. Y Retain a copy with perm , :s.. — 0/30 . INSPECTION NO. r PERMIT NO. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 674 Y CITY OF TUKWILA BUILDING DIVISION etm . 6300 Southcenter Blvd., #1,00, Tukwila, WA 98188 (206) 431 - 3670 ` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: Type of inspection: Project: Type of inspection: /�e 4 S pit k5 ` 7 - 4, e . Address: Date called: Address: / A��yy Date called: �5.� e ta / Cl r , Special instructions: Date wanted: a.m. ▪ Special instructions: Date wanted: #.». Requester: f " m 30-y pp q Re �',� Requester: Phone No . ru " ' Phone No.: • } I I Approved per applicable codes. 5;4 Corrections required prior to approval. ., Approved per applicable codes. g Corrections required prior to approval. COMMENTS: /� � --� A COMMENTS: JJ / .7?..), J /' ( 1.,01.4 �` ' ,C,� GIB` 1f eo 4.( L i l-y a r � �r 4 �- �jr,, c./ �J t7 / 3 he-1 - �6-if / =i. fir, .6e lf _ Ar • G te A . rr u ze3 e k, 4 v h l "- " „, _ rneh 61./ 4,I , J,'� a ! )/tIft - 1 • 1 `e�f 1 4i (/ &P) / �/ ( J / . Aq - 40.1. X?”. / 04,..E d r. 7;-.5 4 b bye c 4 5 '3, Tap nl P �1 G-un oy^ r.._ AL , 4, 4`174 1 �l u�� ' r - / ! J Ire CJ ` caH 7T7 4, /P. (.A.47 r ,� 291^1'`" 7 1j0' C 21,�srr / wl // i i �P_/ � r�.h , ' a'�j ' � 1 .-e I (» , 1- M c.„..1- s� %4 �Jt2✓� '444 11, �, P,'�,?,do Z ia � � i�, .�..'— t't_ , )4 trac. 4/ ra�rw 679,,4 .r919,e,o.e 5) 4- lr:'c- q t cv, ,�Y- is �2 marl/ �$,yGl/l / ��/ Qty 30" G,,y . I Inspector: 1_� , � 0 X €4037 Date: / _ 6 1 I Inspector � Date: 1) 1 I 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ( 1 $42.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: I 1 Receipt No.: Date: . • .. . _.__ ,., _ .. ,_; ..T•.:':� v_a..:'..u._:u, *art.r::.,v wee. a- arvu.. w .«+,,.•.......•.........».. -... �.... I gam INSPECTION RECORD O3 _ INSPECTION RECORAI � S •L • It... Retain a copy with permi0 - . Retain a copy with per ; 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 4,,ii (206) 431 -3670 s 6300 Southcenter Blvd., #100, Tukwila, WA 98184 (206) 431 -3670 Project: , K .DUa" Type of inspecti �� � •L,A j Type Project: 5 c.„. � I�M u� �� �,� T e of inspection: Address: Date called: X� G (,44 rn/h . 12— Address: 4/1 At Co o ` AP, Date called: e l- / Z Special instructions: Date wanted: 7 F Special instructions: Date wanted: 5— ,q , Requester: f ,..,L ft P.m. Requester: Phone No.: Phone No.: / ( _in t/, SS(.,/ •1 Approved per applicable codes. 1 1 Corrections required prior to approval. ( Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: ` COMMENTS: t ,r " • . G ly n • l I Inspector: ) ;�� Date: �, 1 ' J S � 1 � � • ' Inspector: Date: I d\g„_5 ��j1� $42.00 REINSPECTION FEE REQUIRED. a fee us • i •l Prior to insp ctfon, m t � � $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 reinspectlon. I Receipt No.: Date: I Receipt No.: Date: '' l t �� • .. , .. :.i :.. ...F.i_c.: xi. J'??f w_' t43:WMA W ;!. :: . l',.);. 1 ...,...Ny.t. v.6, , :. .t,,L .'f 4, _ t,,,A4.... ,.,,,,7fW4.,.L:r,, .. s . _ . • ---,- INSPECTION RECORD , ..0' • Retain a copy with per c3% - 0 141, -; '1's INSPECTIONMECOR310 INSPECTION NO. PERMIT NO. Retain a copy with per FYI'S -0120 CITY OF TUKWILA BUILDING DIVISION v ,- INSPECTION NO. PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 r■ (206) 431-3670 CITY OF TUKWILA BUILDING DIVISION Pff .. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \.‘.. 46, (206) 431-3670 of tion: , . tritli Type inspec iS\E- Ribe)E- \11 v66 r,66TrApi-62_ aroject• . i Type of inspecton: ' Address: Date called: . SuN3 1 rJ g. RI bc 1 NW tnl 6 FASTF-N 1 r3 t7 -1 6- ) 2 )00 ANAeA AMP R6 S '?- I t - 9 1 . .. Address: Date called: Special instructions: Date wanted: ......c . II a.m. IG300 AIN I AbANt RYE 1 ..2c1 - 9 - dig , . Special instructions: Date wanted: — _ a.m. i 7 CT) Requester: T 3'D - 9 7 o I-1 IN . Requester: Phone No.: ... 10 - g t 1 4 a Phone No.: Approved per applicable codes. 1 I Corrections required prior to approval. g ..,,m CO MENTS: ' 1 Approved per applicable codes. I 1 Corrections required prior to approval. COMMENTS: 7$. ALL Dv4i u.,11JC u, 0 as _ _ • • , s 1 ,---- LA c a Z r-i'l Fi- a- ( - 1 47-C - . , !., -,,, ' • -- , . • . . .1 • -,.. _.. .- ,.., .. ' • , . Inspector: Date . 1 ,, i Inspector Date: : „ .. d i...a__ 1114 1 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ,. 7 be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspecti n, fee must Receipt No.: Date: be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Date: 1 . " . , ...!z. '`'w:' r,.:' ‘ '':', t.::. ..,.,,,, J., 4- •• ..:,,• ....,., .. . ,,.. 4 " '''''' , t..11,11,..r. IreiLliaLibNqA&WE9t■Mibleele4 AN4tA :"5.{-3A Z.% iviAz• ' • ealt kkui.W.A. .—..a — ... — INSPECTION RECORL o INSPECTION RECOR R etain a c with er � "D�Zo (D Retain a copy with per � e 1 S '"O O / ' i py p INSPECTION NO. PERMIT NO. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA BUILDING DIVISION 's 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Id ` (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 9818841 , (206) 431 -3670 `: Project: Su a.SN l� — /� IpC���' Type of insp lion: Project: Type of inspe ion: � u�►C,Ua � c� i•►s (��.1 , (Z� Io�,� C�tuNC.. Address: 19 fl CI - 0.,. Date called: L8 Address: c 2 ) � IKA � Date called: 7 Special instructions: Date wanted: °' Special instructions: Date wanted: ' ZS q7 p.m. '7 2...R � 'II p.m. :; Requester: '"�.`6 Requester: ` ��— ' '1.4 Phone No.: Phone No.: �. •)AI ' pproved per applicable codes. ( ( Corrections required prior to approval. • ( ( Approved per applicable codes. Corrections required prior to approval. '? COMMENTS: - : i COMMENTS: , . • , kj.4, G■�; AC. A &r ) e��F - - q ' - trs F ,ii ` 1 r • Inspector: D, Date: . 97 [InsPector Dater fr 1, in ,$42.00 REINSPECTION FEE REQUIRED. i Prior to inspection, fee must ( 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must pe 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 Date: , Receipt No Date: :c.y .. ,... ,= ,..,,.:.4 u A +�:�.�" ' .. ':';:: J+` �CC....``,V,t : . -. .. -. _. _ _ . .._ ..: _ •j .y t �,t;!� .. '�SS p wn ^.l'{f, . r»:+: /t. ..w:. ...d �,.hh��i�l.�� ICGV2��t�C�MFiLI •" : � +.%, -. \$:' �_� . . . . „E+.._ .t,.'L ` .4....i. N.:•a +.� !4.`fN+.�° .., .;------------: -------------------- INSPECTION RECORE) .515 - Of 2_ INSPECTION RECORga Retain a copy with per `,. - ,,, . Retain a copy with peri Gb S- II 12.g INSPECTION NO. PERMIT NO. • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V : . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981884 (206) 431-3670 H - 6300 Southcenter Blvd., #100, Tukwila, WA 9818 84 (206) 431-3670 Project: C / Type of insptl rtk: s ''.. Pro' ct: Type of inspection: ., (A 0.,Siivi IX gArG.7 ULA-N0 ., 4 pibieir, fimAAA ■ NI 67 Address: 2 o n , j Date called: Ad Date called: Special instructions: Date wanted: lira 19,7 P ::,.., t: 151oo Wei,,mh - pis 5 Special instructions: Date wanted: P.m. 2. 1 -28 - 91 Requester: ,..::\........_ . Requester: ., i . ...I Oil Pi Phone No.: . ::.. Phone No.: , Approved per applicable codes. 1 Corrections required prior to approval. Approved per applicable codes. 1 1 Corrections required prior to approval. .,. COMMENTS: . 1 ' C MMENTS: .--:.:... , ,--,- . . , • , . ., . 1 .,. . . : - . -•:- : . • . „ I Inspector: G,,,. j ...0 . 1, Date: 7 1 b./ e ,, Inspector I Date: :, ':.. 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must . ri , $42.00 REINSPECTION FEE REQUIRED. Pridr 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. I Receipt No.: Date: ' ' Receipt No.: , Date: , INSPECTION RECORIZM t INSPECTION,fJE OR Retain a copy with pern ../ S ' I5 - o sj 0 Retain a copy with per 1M S 0( INSPECT N NO. • PERMIT NO. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION jj CITY OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 9818: ' (206) 431 - 3670 Project: Type of inspection: ; v 'ect: Type of insp tion: �u ; n.e_ R idy ram's F't� v, 5h t....4 �. ist c. I' �1 Address: C M A ' a R � Date called: — I^) r w 19 0 A a) I� Date called: / ;/ Special instructions i uA( Date wanted: ltt Special instructions: Date wanted: G � 1 3 G �'17 _ iz3i p.m. 5 -1-,961 A l Requester: Sohn Requester Phone No.: z , in , Q • Phone No.. 2 ' j 0 —. G i , i Approved per applicable codes. Corrections required prior to approval. [ I Approved per applicable codes. [Corrections required prior to approval. COMME S: uN i r Zd) - MSS /A/6 f-J O, i n/ L' ` WA COMMENTS: 5 C.<) is) 0 r Tto t3 N 4 o!" (1,i U N J.-5 2.c) Z 36 1 i 3 a Z . 1 f lef h IL— I *T f i/ � f 1," ., km �` 364, 2-) kN LT it) 1 _ .9 3d4 t - I�r Ira -0 ^G� I, �� I � ,'t» 3a3 • 11111 P) f'lA r l 0 t4tC_N S . . 3) - k A 0 1t" ..-1- 3 6 4 'ke.-=-PAI 6. . . tAkhA , ,J(.7:____ ., . , F-c)g -- S it-1 14...J m 4- d71ri- QA -7 • `k l ,4-DO MISSIN i T _57 ( - rte 3 r & FL. it 9-61r /k' so to k► Ex7. a- w A-L.4. S. 5) ( IsJ I i -- 3,53 — pcAh,r3 „J6 VE -.lrr c.k-r' rx> c,cmr L / 4 - , , N D ( 1 F - 4 , 4 ( ' v d S c.. `' - G .k∎ sr sr c S 3 d1, 3u3 3 02 ) 430 R . (A )4 ITS Lot ZO mot J► S I Inspector: c / Date: r Inspector: G ��, \ Date: T , 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspecti n,'fee must I 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 630�ou'thcenter Blvd., Suite 100. CaII to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: 'Date: I Receipt No.: Date: J • �.�?. . .�” .._ _..,,, �. ..,�•x .., r.....••.... ,�.ArW..a...�.._,.... .,r _. .ems._. ._.. -,._ __. _ _ .. _. . ]':]�'u. Y ,t ,.s;'G... A..y .tx.7: '3K:. _,:;_.v"?:e..:'�..r'i �. ?:S;.n' "!'W'k... ..... .. ,�: �••:h.C`.- •.•nL�.� ._... ....,._..» _. , _ _�.... .r. ... .. r N ; INSPECTION RECORD a t,. -7, _ (7 4 ' Retain a copy with perm t ( E/I' 1) 0 INSPECTION RECORD A L _ , 1. Retain a copy with permillIKA--012.2 ; INSPECTION NO. PERMIT NO. INSPEC ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V CITY OF TUKWILA BUILDING DIVISION ft , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ' (206) 431-3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 14 4 (206) 431-3670 ... 1 . . Type of inspeltA Project: V Type of inspecti_ . ....) lA 14& it-vcc m reuivAl Ad Tno i „, Q4 : 0 :_i m L . Date called: 7 f/ ( I Address: Date called: . '..: Special instructions: Date wanted: 7 (a.IDn Special instructions: Date wanted: - [ i ci7 p.m. p.m. i3U5 A- Requeste2? Requester: Phone No.: P one No.: & '&P Ph 1 Approved per applicable codes. Corrections required prior to approval. . _. ly per applicable codes. 1 1 Corrections required prior to approval. ..: COMMENTS , :I) 7 _— t ,t, Wau 4-1, i 0 i 10 'A COMMENTS: . % 23 AhL4 0 v- # /) - I 1 . ‘14 ■STAAil_w f•MN-A‘v L 1) ok-wc-42-. 5 (4./e.A. 4 -1/4' 4_______L5___.k__..._L%24-- Al ia ....L. .... -., ... ....., , • , g, j- e, lei s__A_b_i_k) _ _____ r Li) m.,„, „,,,,,, r-I. I 7e. 12Qeij ,. m)i---- - .7.60 6 fr/71-- -4 ...„ A14(.11 b3i/3 6,4 /2; , . /,_ t S( • L / / 2 h Spe $ re, -., , -AN I .• 4 4 0 . .14.■ ;40 . : - V - 1 Insped Date: I Inspector: C L yz....._. or: L4....dit ..„, 07'''JW.17 Date: ,‘ 1 1 $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must 1 $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 , 1 Receipt No.: Date: .: • . .. 6 .. & ... t .04 . :i!.7''': L , r. - N Tv! vi Lf ':i... , t ,....- -■ . . . . ..... , . . . .,.." I. . 1,i' . .)-:.:...'.'r ',.,, — s . LI::?:. %., ,,. • . , :, ., ... ., ;; • , . ' ::: r - i INSPECTION RECORD CI ----- INSPECTION RECORD 0 / Retain a copy with permit bC15,- 0 12g , Retain a copy with it p b9 • 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 98188V (206) 431-3670 , PgacA Type of inspe : .: Project: -- Type of inspectioffr. , 0 WE_ giTc-e. 1 NLI ,,,,,stAiovir fi-u,66 FAMIiiiJt? Address: Date called: ve■ AkiNUVIA PDS ,(9 - 10 li Special instructions: - c • : Address: 1 ,, Date called: . k.A.1 riNtr.11-0A11- IS-c) y l a t teled: 6 _ is 97 y : : i rfi.. „ - ITT Special instructions: Date wanted: a.m. eques4r: To t 4 0 , Requester: ..... - \ Phone No.: 2.1. cp_, i t91 2. , . , Phone No.: . I Approved peapplicable codes. corrections required prior to approval. ' Approved d per applicable codes. I Corrections required prior to approval. COMMENTS: ' , COMMENTS: . , , LA DS — -cPA.- t-kh-v4.0.3 A04. • - % bi LAP ro-Aiolt .... Sti-a fli , . , - • '• _ .. ... . ,,- , . . . . . • ‘•-• . ., 1 , ,,,.. , . . .. '-•*;, „ • s, . ' . '-.7--- . I Inspector: C.... Date:.. i U101 1 "..; 1 Inspector: G _ Date: r 1 i 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must [ $42.00 REINSPECTION FEE REQUIRED. Prior to inspectio , fee must i be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Receipt No.: ' Date: Receipt No.: ' Date: , - ... ,... . -., . ..;,, 4,•g,..,,44„.1„, _1 ......i. .». .. ... ...... ...... ....... x....:.... ,..,n . ..- ....,.,._... «.«._..._.._._.. _.. +- +- w,..... w..- ... «. -..,�9 c.. x. _ en ...ti _.. ry � ... . »1,'....x .Si;ar::.. i..'c ✓a,..ay. :sa ..:,..eu>. o. vtx:.xs a....a..wn ,. INSPECTION RECORD CI 0 INSPECTION RECORD Retain a copy with permit 6�S" 012- i Retain a copy with permit I'e' Cj - • Z INSPECT! N NO. PERMIT NO. i INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION CITY OF TUKWILA BUILDING DIVISION `� g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ', (206) 431 -3670 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Pr tct N Ism R' e i e o m Pr o' ct: Typ f ins ect R�t�r !� rJ �c.1r o stat.6►-l��Je. R► D�� *F.. XU-- NAI ess: 17/�/yi . R S Date called: Z _ 18- 9 Address: Date called: L 7 15 1��'ADAM �� s 2- - -9-7 Special instructions: Date wanted: 2 .) C ..9`' Special instructions: Date wanted: a.m. 1 p.m. 2 . S -91 e_� Requester: So 0 N ( 1 Requester:1-0 N t Phone No.: Z � b _ Z `� Phone No.: coi L i _.,.... 1 - 0w - 1 - 2 Approved per applicable codes. 1 Corrections required prior to approval. I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: .. COMMENTS: U!' .('`ra`_ R'a-ciF s • VV\ I W Au-S '�+,• Y. it 1 Pi ■e 666 t I .w.2 t kr V ,V ! - - . . Z i` 4 r 0 wat.7S rnA1 A r -- T146 O.c'S' G cd - I4A4* -- - Mc e+.1 Got. , RCXa•1 d Wl 4'O fig '[14 Ef iL % - . • ` .$) rnissi ►•G V.toR.._j193 - r - _F. ."•1 al :: 4. f)_ 1 b {L LE A -1.1 Pro Ot(ES2 171 04 '. ( 6 1 os , P l w.3 r t wt t-L : S Inspector: C3�L-z.. _ Date: Zf ' i q I n specto r: [ ,_ Date: t 7 C 1s I (—) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must [ 1 $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: • 0 .:: • ,.. INSPECTION RECORD y - °� INSPECTION RECORR ,5 S - 2-..- Retain a copy with permit $ O la g Retain a copy with permit d /1/ INSPECTION NO. PERMIT NO. Reta t�py t pe / • PER/AT N0. CITY OF TUKWILA BUILDING DIVISION I i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tlir (206) 431 -3670 • CITY OF TUKWILA BUILDING DIVISION -o / n ,,/ r� 6300 Southcenter Blvd., #100, Tukwila, WA 981 8 (206) 431 -3670 p fare p u -e TYPe o Q T) f 1 j Project: C. / � Type of Irupedan: /� Address: � Date called: �, `'� " 1!, f , ' f' �,- Special �J s. ruct� ons: �C! 0171 I `� ,�/ � �! �j Address y Date Caled: Special instructions: Date wanted: . I Ac,4e-A, q� SSpe cial I ni S ct Date Warned: L 0 5 /s.P Q(,� r O p.m. • 2 l�j p,m,. `' �� Requester: Phone Ng L/„ gt Phone N,: Approved per applicable codes. 1 i Corrections required prior to approval. iq� Aoved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: J, �// �\ I'% A .5 �-r L' COMMENTS: • . • . I, • c JJJJJ • , i • C . Inspector: 4 Date: /fr 1 In or: Date: . 6 i . $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must ❑ $30,00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 6300 Southcenter Blvd., Suite 100. Call to Schedule reinspection. Receipt No.: Date: N I Y , I Reoelpt No.: Date: [ ut... ^. � \vw: T u ^ -z.... . _..'�nc,:.ac .. , 4.. . _ .. _. +. . . . .. ......... ........... _ ... .... T...b ....4_...7.aec. �,..:.,.. �.Nr. cif RECEIVED CITY OF TUKWILA CITY OF TUKWILA MAR 2 8 1997 6300 SOUTHCENTER BOULEVARD PERMIT CENTER TUKWILA, WA 98188 * * REVISION SUBMITTAL * * DATE MARC I.1 28 c I q9 7 PROJECT NAME U U rU S 1 a L 1D 4 ,o•) o , ADDRESS /52 MAGAV4 D CONTACT PERSON LYLE ieussmmo PHONE (2o6) 486- 8300 ARCHITECT OR ENGINEER KCSSMAA) ASSoG /AT ES PLAN CHECK/PERMIT NUMBER 395 - o i2a 395 0/29 1 61341 ju A \I TYPE OF REVISION: Fje.i.,D e - 301c.ai,J6 //t3 spec - r s :RE p U E STS A Cod 1-8 1. I q /611 . c� (a� o w P V 5. eCf _fi■ SHEET NUMBER(S) #7. 3 "R6✓esevo A -21 3 -3 3-3 . 1 �u "Cloud" or highlight all areas of revisions and • e r lions. / SUBMITTED TO: - e) ti iJ a c1 5 a r ' E.N )0E1.s o &) ll� C o?t :S OF E.AG -I-1 (SKEET s xa,, 7,�N.;t;ira;tNA, i L K'tY4C..� f�C TYPE OF REVISION: FiE.tp Evrsr oIO 3 4. 0 r 1...1) A) 14 sP1cTO1. S • Re. Q 0 E STS • - /4\14 . ( 1. &Au - 1 / SHEET NUMBER(S) A 3 '' RE Vrs e D 42/ 5-3 5-3 • 1 LNG � Ca "Cloud" or highlight all areas of revisions and ate re / ions. SUBMITTED TO: - ZUI I.T> IrJ 4 MEPAtc.-r-/I - k l E.N ai.sa 0 Co co ?t S p r- 1-4 cSNEET . 1 ,, . , ,r T . ,,, , „,; Nf 1 u i .Y . . ,I:P;r „ n'P ... .. r... . .�.,.0 , 2. .- , r,. ..� . n.-. ^.- . ., w .. . 1.: ;.,♦ W e, l� _ R ul`h� . 4 f y ' /' . 0 • RECEIVED CITY OF TUKWILA CITY OF TUKWILA MAR 2 8 1997 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 PERMIT CENTER * * REVISION SUBMff AL * * DATE MARC t-I 28 , 199 7 PROJECT NAME c..30.0 S a 1A.l e. ID 4E. ‘0.0.2 . ADDRESS 1520o MAGAV4N1 10AD CONTACT PERSON LYLE eu 5 S Ai Flo PHONE (2 o 6) 48 (o - 8 3 00 ARCHITECT OR ENGINEER / ) s s M A) ASSOC. /AT ES PLAN CHECK/PERMIT NUMBER Bets - o 128 B96 012 9 4 $95 0 130 � (' 'b TYPE OF REVISION: Ti E.t.a, Ti E✓tsro,7S .4 :. 3ti /LPiAJ 6 1,t) Spec s • 1�E. Q U ESTS _c.c.( tr ct e OtAA.Vti.e4v4 ( ? let va— 1 :5 4 ' u, SHEET NUMBER(S) # 7 . 3 `FRE✓rse.� 4 2 1 3 -3 8 3. 1 "Cloud” or highlight all areas of revisions and ate isions. SUBMITTED TO: / �UiL1 I#)4 ME7 EN IV6L3oa) W CO ° F E.A . I^i a N E erAj DEC-10-1997 09:31 RAINIER INDUSTRIES LTD 425 251 5065 P.02/02 [ (, CONCRETE WALL TOP FRAME TUBE -------71A <4 litmiltti #14 HEX HD. TEK SCREW z 3/16"THICK X 1"WI Z BRACKET MIN 32 0.C. 4 411E03=11011111111111111111111 4 3/8"X3" EXPANSION BOLTS illE011111011111111111111111111111111 4 SCALE: 1/2°- 1 CO\CRETE ATTACHVENT DATE: 02/13/96 DRAWING:CONC0007 CONCRETE WALL BOTOM FRAME TUBE 4 #14 HEX HD. TEK SCREW 3/16"THICK X 1"WIDE - Z BRACKET APPROX. 30" O.C. PRE-EXISTING 1/2" 4 THREADED BOLT 4 SCALE: 1/2". 1" CONCRETE ATTACHMENT DATE: 01/21/97 DRAWING: CONC0006 afil59 5 -- 0 128 TOTAL P.02 s CITY OF TUKWILA \-`6 � te Department of Community Development RECEIVED CITY OF TUKWILA Nt "'' ` 2 Building Division - Permit Center 4 97 .. 6300 Southcenter Boulevard, Tukwila, WA 98188 " 2 19 1908 Telephone: (206) 431-3670 PERMIT CENTER REVISION SUBMITTAL DATE: VV/- / PLAN CHECK/PERMIT NUMBER: cG r 0 ‘2 ' J O I g i 50 PROJECT NAME: " r" T i\ TZW' V''` &O\J SL PROJECT ADDRESS: to C A Qt CONTACT PERSON: -. fa t-k. V -t\ e PHONE: 'L.O t -- 42— REVISION SUMMARY: 3 n " • 1 i CAA.A. C.\ S ►J Y T d�.�1J `� L, UJ KLA-- 1 N CAA? b r n t\ C SHEET NUMBER(S) "Cloud" or highlight all areas of revisions av date r visiorss. SUBMITTED TO: CITY USE ONLY Bldg. Planning Fire Public .Works 3/19/96 :: .::.:..- a.... r n: +r: ; •,. :c..a.wn , .�� , ..r:i e ^ .. � . v i i. . 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Pisri;.& x z�-Z23 4�1= .01 R ECEIVED 1 — -I ---- -- . — i -- . _._ _ i _ —_ Il Y OF . TUKW.II t1 i . i I 14 : + - .,... 1 - ' ! •— - .___ - - - -- i- -- 1 i I CENTgA - • . - - - -� - - I I • . , . .. . - • • • . . . . . . •• • •• „ . . ,0,9 /1 4 , A/6 14/.41-z.z. JOS 4'-ee/ CitiO/A ‘:14.: • DARROLD E. BOLT CONSULTING ENGINEER COMP 40 61 DATE ' DATE • PAGE SP OF --- - — - • A . 1 1 , zo • :.. . • 4 ---- + - 01 - i t' -• --- - • ' , / Piii*S) . . - --- • , • i - — • -- --.. (t , i 4)(21 ..- - • ' -- ' ,.•( .. -2. ; _ . v _ : _ l ._. 5 7 2: . ( 0 .e.1).6) 4i ' C-72XA7 =2,7 4'47.- 1.. ...___ i - ; • . 1 2, ,..4 . y , tf _ . , a/ . 1 . I -------- : . 41°Vr.- . :4 a a • (4.1/46) 7 'q 2 8 . – i s - - . - • - - # _ ' _____. . . _... . - • - • --- —. Hi'd.. < _.....___. . 1 1 ..... . , . _ . .. . y i , ___ ___. _ _ :_. ._ .. _ __ s-.: .0. e>e›...1 • 44 - - - • — a 6ir /- /11 :: ____ 1 1 ___:h.i_. 4./ . aie.. . .._....... 1 1 :o.& 47. 04 it . _____ . . _ • ._. . 1_.. 7' 4.0 . 0, 09 1. . , : Tri 4 ; . • A . —id. , k o f—...__±. . _ • . . 3. 0 4114-11L-:-- 7 -7— 5: 3 OB _ __ 12,_ /3•— _.--- • ii .. f ;21_. . . ! • • . 1___.%!...5' ___ ... . . 1 . a - ---frL- . -- 7.22 . _, 9 4 . /fa_ -- & 2/2 , _ ._. . ' ' . ..... " -"tr, 4- :." ...1-4t.- ... 9,9 —a c z .,..,., „ 1 ; I . 2i/oog ...., . 4 .6, .,,.F._ ...... _____.. — 77 / 3 .', • , 1 ! i 1 . RECEIVED CITY OF UKWILA _____ILZ--- --- /74/0.-- . ____. - _l_____: :. I 1 4 7 11 I 37 . 1- 3 ,21,..7 1 ! 0,574 , . ,, , 7.,. ! 1 ! 1 i 1 : . i i ! . pER IT NTER ,--....—. A. ni . . i i q . . . . . . . • • . . . . ' . . . . . . . . . . • . ' • . . . . . . . . . . . . ' . . 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To OW ROI mu.ma monies 1 ' . 11111.7.■ - • ..... ... • (", " • 52a/5,4'4 Aipae - ". - _ - •- . ._ • • ... • . . .. • - • SHEET NO. ' S/ OF . # . • DARROLD E. BOLTON CALCULATED BY I 5 40 DATE la 97 , 97 Consultlng Engineer . , • macsEosy DATE SCALE • . . . . . . . . , , j i i i ■ : , 1 : : i I i i i ! : : i i i i 1 i . . ! . : I ; I f • : i I ___;__....., ..... .....4_. • _ - I i I t i i — : ! i 1 • I .--- ' 1 1 7 : i : 1 . I 1 — I i ------ : i • I . ; : 1 : f : i : : i 1 ' I ! I i i 1 , ! ....—: --- ...:. 1 --; : ---:-.---4--.-i .: : ....-- : T .j. I f •••••• i- : 4 - - . I .. : • : : i ■ i 1 1 1.i I i i i i 1 1 1 ■ 1 • i ! _.... 1 . 4.___. i ___ ' •.___.i....._ '..._–....i.... , --... 1 -- L, 1 —.1____I .4.-1.---.... 4 i , ' i ! ! .:r • , , • , , : i • F 1 • I i • " 1 1 . ..t. i . .,.. I ...111 i I I 1 1 . A i . . 111111111111111.1 . I . .• • i 1 i . 1111Pd 1 f a :,,,,„ 1111111 ..- • i : i 1 --"--an4 1 1 i II • . „ 1 • • . : • 1 ! ! 1 I I I i ' • ! .., , -.■..... 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EXPIRES 0,19PACM111 • • ' maT WI MO Vassil IC6-111V11111 1. /*Os. fait kW 01111 Is Orb MOE MU MCI I* • ' ( ..�P co - S�I�/Sff /. /�C�E - SHEET NO. -? 3 4 C Of /' 9/ Q DARROLD E. BOLTON CALCULATED SY �L P GATE �/ _ /7 r Consulting Engineer / CHECKED BY DATE SCALE j I 1 I 1 1 j I 1 ( j 1 11 i I 1 1 11 f I I I • I 1 1 I j ( i 1 1 A 1 / . 4'. /-) i 1I 1 i I i i ... ._ i j i 1 i J1 � : I ( _'__ 1 I i 1 1 I '; i_ IL j�. 1 I I i I l i . 1 1 ■ I • : I : *106211! i 1 1 1 i • . 1 i , - I j ! 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X.......... ...............2....... ». do ,.. .�... _.._..._.._ 6 0 / _. 7•• . . 2.3 . i i J • . / p J V.��- u,��v�r✓ :.....i _... ; _.. 2 .. 92 • • F ate .S ,AG. / ..s .. - ... 2 4, .... ............ ........._..................... , ..AFCav _�_ «. • • CITY OF TU I 1 . i ..... .. .......................................... ...................:........... • :. 1 CENTER ` PERMIT. _ . ..... 1 Im1X1104 turps rc G.*. 11444 01471 • -.. • . - _ . �_� Jos SNivsN f 'gip e . • �,. • SHEET NO. 33N OF A - ° -- ' r OARROLD E. BOLTON CALCULATED SY v E-� DATE A/` / f Consulting Engineer ' CHECKED BY • DATE SCALE 1 j { I I , 1 . 1 1 j j i i i i ; { i r i 1 1 , - I 1-4-.-1,_-1. -14. - -I- .-1 _.; ..; __H--- .- i •-:---- i i 1 , 1: 1 1! 1 1 1 1 1 1 1 1 1 1 I u ! i ! __. 5 1 1 _.....- ? 1 ' 1 1 •-1 1 1 ! I -r. I _ .LL.1T- ..4/._ .7._.. .Sa1G .. s.�l E- :..i41..'`5...4T .. .9• - - ._ ..F1. b ile • Tv._E_s- ._....._ _� : � t j i i l 1 1 i i j l _ ..__._.. I i c J j • I i ________ stx,�. Sv /4..._ , jz. .ssGl e .... =.: _ .� _ .. x 2 -._1, 2 . '_...._LyK._ _ , I i { i j . .. Z.. • '.. i { i ; • i 1 i i fit-a, - _(_ j i S i i • } 1 i L/ • t v ; : { 1 1 f Fd` : / / /'7 G . . ...Ulf__ . . _.. _. _.. _._ _ /1' . ._ s 1 i , • • t ; I I - • 1�._ . : i ; 3 / _ ■ - i <�OSD) k. �i • J$ 0 • • ' j yy�� _ -15- : E. : . . i • I I i • i j • • { AECBIUEI�• t _. _ C ITY OF TUKWILA 7 7 . ... .. : - : i r .. -;, - 1 !'. , - - - E 1 NOV 2/I 19971 �... r P .. F�MI I ER.. j 1 I • a.._..>.- .sn.,nw >,•e.... cl•. iwa:a:.vnm - .. ..cW...++... u: wervr+rwnaY•/tMlatittlRU " A$SL'r6XP'JL "• ,;ESd31tcY 9kY:41P..Y.334f. 3Ckp �.,. Nat • y , • , • • • ' a I 4 4:\ / 0 ms-2 CD • . c,_ . / .%7 z RECEIVED CITY OF TUKWIIA NOV 241997 PERMIT CENTER y 1^ ' . ,',`. ,''''-',.'1, >';' 4 ." ,`,2 t . ;''' ' 1(..re F n r5 :*$ t tilKi,4, S f n: .. . • ., , . r , „,... „,„,r ',".!;'; ,`. 4f•,F_,, :.;,,r:' ;,s%rs,,,,t,n.... c�., ,, A ,,, T v':� *'s :4!�! F?�tr�+Y1� .xr nr sYr . d_ ?� "Y,:1ti� . �.. ...... .,. ., �.. �. � ,. i s ?� �y. � .,, .a: r, �.� :� .,a .., -. 5� .... ,... �'� -c rub .•. J.0 �i�.. .., r.Y .,. � �. � • _ _ .. -„ ` -, \ --, t- 44, 7 vv r 1 ��1i � _' Cit o Tukwila John W Rants, Mayor j : -4 ' ' , t ' �`•: 6 :.• o . Department of Public Works Ross A. Eamst, P. E., Director 1908 PUBLIC WORKS DEPARTMENT COMMENTS ' . DATE: October 6,1997 PROJECT NAME: Sunshine Ridge Condominiums PLAN CHECK NO.:B95 -0128 v PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1) Encroachment of the stairway or stairway landing will not be allowed onto the City maintenance road. 2) Any retaining walls over four feet (4') high shall require a separate building permit. In order to accommodate the proposed retaining wall, the existing fire hydrant shall be • relocated. • 3) The proposed stairway, stairway landing, retaining walls, and fire hydrant relocation shall be shown on a civil site plan. The civil site plan for this project shall be prepared by a licensed civil engineer. • • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 3-0179 • Fax (206) 431-3665 • ____ -,...,„, ,„, ..., . . r,.�., ;y. µ9:n •, ,x, �"l"•" ,• "✓a:c4t 'P•rt ni reties x B .SMv .' ✓' S. ,r" :i... 't1 .K" it..i 3r.. ,,C;zs'�,d"' i7;4. 77 �a:Ta� r, a . ".'n' .'t �i , n�::t. *+^s•,K�:tr.^: ._^0+'+•'5, .':�`ir; :�:. ,i�' �;' ...,,`'�: " 'frC�7: ...,. ,, . i.•;:.r..._.:. F..,. �.... s; �3: v: �.,,,, �. �. v,) e} �: M: n`e ' .':btx7 ° i.�.'rde�:.�:$K ., .. Y.t�...t., ..s�h.rrrv.. •.L .r,. , ' M 'O W ' rj CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1684 09/03/97 Activity document routing maintenance. BUILDING PERMIT Permit No: B95 -0128 Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED Address: 15310 MACADAM RD S Route: 1 Current Route Line: 18 of 22 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaadaaaaaadaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed REV 01 04 C PLANNR VU DENIED 07/07/97 09/03/97 09/03/97 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[9/3/97: Proposed revisions were denied as they were 2[significantly different from the approved PRD design 3[(L95- 0054). This denial was made in August. Applicant has ] 4[been going through a process to revised the approved 5(design. Multiple additional changes to site grading, 6[new retaining walls, architectural accents etc. have 7[also been subsequently proposed. VU. ] 8[ 9[ • ] 10[ ] F1 =Help, ESC =Exit current screen. • 1 . s . + .. rar�vrtEtAKAt3�YJA' s8$ t5$ �I�SA' k 'h'lm"t .. .., _ _.. _ ... .....__.. 1 •�.�� 0 ............... q , O 4 6 0 • i; t;Ailf,z 10 City of Tukwila John W. Rants, Mayor (CI , 4;t! ?_ = Department of Public Works Ross A. Earnst, P. E., Director 1908 PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 6,1997 PROJECT NAME: Sunshine Ridge Condominiums PLAN CHECK NO.:B95 -0128 v PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. 1) Encroachment of the stairway or stairway landing will not be allowed onto the City maintenance road. If 2) Any retaining walls over four feet (4') high shall require a separate building permit. In order to accommodate the proposed retaining wall, the existing fire hydrant shall be relocated. 3) The proposed stairway, stairway landing, retaining walls, and fire hydrant relocation shall be shown on a civil site plan. The civil site plan for this project shall be ��— prepared by a licensed civil engineer. • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 ? � ) ` y! �, � kx3 t .y,,7y t�*',�' x ,•�� �i? d +� ;w. k''r yr,yt yq y{ +`�.. y� '' tiqu' �d` . r,. S,,..... 7: xytr..; al aS4l. r: iie. t. .,y.;3iSru`.%c.. h; r51�+.ihA,ti'�.!.wM Y'i . A1^f; i,^ 4+ :: �: tG. t�: �. aR�G.:' �usL, f a; r�. w?� .u:t�{?C�4::t "'v*iU;tRl dtw '+x.'�`k °l'K'.' d��4'.:v .�+. Alfi4`%��,•Sr .'f� "'e;': CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1684 09/03/97 Activity document routing maintenance. BUILDING PERMIT Permit No: B95 -0128 Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED Address: 15310 MACADAM RD S Route: 1 Current Route Line: 18 of 22 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed REV 01 04 C PLANNR VU DENIED 07/07/97 09/03/97 09/03/97 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[9/3/97: Proposed revisions were denied as they were 2[significantly different from the approved PRD design 3[(L95- 0054). This denial was made in August. Applicant has ] 4[been going through a process to revised the approved ] x 5[design. Multiple additional changes to site grading, ] 6[new retaining walls, architectural accents etc. have ] 7[also been subsequently proposed. VU. 8[ ] k 9[ 10[ ] F1 =Help, ESC =Exit current screen. TRANSMISSION RESULT REPORT (AUG 26 '97 10:26AM) TUKWILA DCD /PW (AUTO) THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 010 TRANSMISSION 9 *- 4416376 03 OK ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION • 40" 44 CITY OF TUKWILA ° ._� � � r� c4 Department of Community Development �'" o Building Division - Permit Center 0 6300 Southcenter Boulevard, Tukwila, WA 98188 1908 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 7 91 PLAN CHECK/PERMIT NUMBER: S 9 5✓ o / PROJECT NAME: S )NL i G 6-7: PROJECT ADDRESS: / 5 3 0 0 CONTACT PERSON:. 0 ti I< AFL PHONE: v2 y S 6-/,2,. REVISION SUMMARY: 5aizz1=1 - s A A - A3 -A £/- 4 - 4 , I -- A9- A i o 4 /1 t . / 611) SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. RECEIVED RECEIVED CITY OF TUKWILA Jul, 0 7 P 997 „JUL . 0 1997 SUBMITTED TO: COMMUNITY '!R IT Mil F)EVELOPMEN 1 tn4ereo( • CITY USE ONLY Bldg. "Planning Fire'. Public,Works 3/19/96 • { _,: " tro F C ity of Tukwila John W Rants, Mayor 1 -.Ili' r^!- r O ' 0 u . 1 % . �'_ - Department of Community Development Steve Lancaster, Director j 1908 - March 28, 1997 I Mr. Lyle Kussman • P.O. Box 1705 • I Bothell, WA 98041 RE: Sunshine Ridge Condominium Building Permits (B95 -0128, 0129, & 0130), Site Lighting Not Yet Approved. 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 g Y q g P PP 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. Sin(//:Z,‘".... e , / / �' �.,. • 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) 4313670 • Fax (206) 4313665 ■ • • RECEIVED • CITY OF TUKWILA • CITY OF TUKWILA MAR 2 8 1997 6300 SOUTI-ICENTER BOULEVARD TUKWILA, WA 98188 PERMIT CENTER • • ‘ .. * REVISION SUBL !ITTAL * * N i .P S‘ Ittt) x,10 DATE MA1 28 199 7 itr age. PROJECT NAME (30N S 1.1► i t : E 42 0 . • , x, ADDRESS 20o M ; ` ' ' ' � ;- y CONTACT PERSON LYLE fi u S s M A 0 PHO NE (2 o 6 48 6 - 8 3 co i.. ARCHITECT OR ENGINEER S s ' l L �v MK1�J AS SO CIATES • PLAN CHECK/PERMIT NUMBER 3 R 5 0/2g B 9 5 - 012.1 ' ~ • i -' , . , , . 4 1 ,; f f ' TYPE OF REVISION: I E.L . tst o N s — ; '. ';; , . , ; i ' , : . .. ,(,; ;,4,i :' � i r 4V1 { . 178 1684 4/9/97: Proposed amendment of Sht. A21 is denied. No ;,; 179 1684 specific changes are "clouded." However, I note replacement ' ''''`' 180 1684 of eastern deck rockeries with a slope (about'2H:1V). This > y . 181 1684 does not provide a usable play area, nor is the ; ' _ tI 182 1684 proposed side play area an equivalent substitute or A 183 1684 satisfy design criteria for play areas. vu UNi --'d SHEET NUMBER(S) --A S i rtme e- ► A -2 - - - . "Cloud" or highlight all areas of revisions an. • e r • sions. / SUBMITTED TO: - E)tItLDt,) G ThaPA tz. - r o1ENT "le..),) A/6l.so 4 LNfl{N(0 • C o? t t_ S or E.A e.. I-I c. N E er VG (z o ' vM e -r s 0 epco f..._ evk 4-0 . (b-)' -o /z5 ... ........ .. ... ...... .•..... .a, .... .. .f'.1::):t x. . Yr :.a......a........... »«.e..v .rr 'h.... .: „enh:rl•.V.•4: , ;n3.'f7Y`. ^.a.i "f ":2 "7.h °:.f. .. tl.. .m .vav: ewr......•..........»... r. n.. w..» n. r.«... u. r. arnHUx. wt. wurtaimm tM!rt.f:wlYZ?k.'4vws4?1rMn.ry , \ \.. J �► 1L.A, iqs ° :2 2 City o f Tukwila W. _, �, �� { John Rants, Mayor V t .:� O N ort..: . Department of Community Development Steve Lancaster, Director 1908 January 6, 1997 Mr. John Kane 3422 Belivdere Avenue Southwest Seattle, Washington 98126 ' Dear Mr. Kane: SUBJECT: CORRECTION LETTER #1 (REVISIONS TO BUILDING PERMIT) Building Permit Numbers B95 -0128, B95 -0129, B95 -0130 The Peaks At Tukwila 15340 Macadam Rd S This letter is to inform you of corrections that must be addressed before your revision to your buildng permit can be approved. All correction requests from each department . must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Planning Division. At this time the Building Division, Public Works Department and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, , i lele/d2 0 9- ‘-r Kelcie J. Peterson Permit Coordinator Enclosures File: B95 -0128 B95 -0129 , B95 -0130 L 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313665 • ,...., r ,• ..,..: . t, .: . ,. ,r "r 7 • ", ,•y,+c..., .. .. <..a : k0 ., S. J. . ... i.Y, , .« ,a,,..,,,.. ...,...,. «,• . v,..,..,., .,...M,wn, -, .,. ,,.. ,,v.. «,. s „a,.r, .., : • • consistent with Planning Codes. Examples of inconsistencies are a) rockeries on L1/L3 not shown in Al and Cl, b) northern contours not consistent between Al and Cl nor seem to be reflected in the field, c) a retaining wall at the top of the northwest exit stairs on Cl is not shown on Al or L1/L3, and d) it is not clear how northern contours will interface with the NW stairs and otherwise provide foot fire access to the northern grounds (actual grades, retaining wall or not, surface of platform at top of stairs ?). 3. The sidewalk between Building A and the road shall be a minimum of 6 ft. wide. Changes in • adjacent slopes or stairs must be shown as needed. 4. The western perimeter planting strip should be revised to accurately show the rockery area, and available planting area. The Landscape Architect shall determine what plants are appropriate in the strip to achieve the same design function as the plantings used in the previous 10 ft. strip. Some substitutions may be proposed to achieve the previous functional characteristics (separation and visual softening). ... .. +•dv• (.m iw.. r...:.r .•. ? .....R.]. ^•4: 0.titn'3' }4DL._iX6 N: r,t _ ... n..+. e_,-........... .................. w..-... re.,.. w.. v+ w............ w. ven«.- n. rn. • 5. The planter at the Bldg. A front entry shall be dimensioned to be a minimum 15" wide and sufficiently deep to satisfy the planting details on L4. Sheet L1 shall be revised to reflect the planter. Note that a planter between the rockery and the steps is not required. 6. Sheet L 1 shall be revised with a note that "All landscape areas shall be auto - irrigated with at least one in- ground sensor on the recreation deck and one in- ground sensor on the general site. 7. Glare screens on the western perimeter shall be located. I request the maximum rail length be 6 ft. instead of 8 feet (detail 1/L4). 8. Revise detail 2/L4 as follows: a) dimension maximum rail run as 5 ft., b) posts and 2x4's to be pressure treated with remaining to be "straight grain cedar ", • c) maximum fence height on the south (front) shall be 4 ft. and d) maximum fence height on the north, east, and west shall be 6 feet. 9. Regarding the recreation deck, parking entry construction error: a) request a revision of the approved building plans to reflect actual construction and any additional changes needed for consistency with all City development standards and b) propose a fire access solution which is consistent with the approved City. Please note that discussions between the Fire Dept. and D.C.D. indicate that a possible access solution might include using the paved roadside strip and sidewalk to the east of the median planter along with a small shift of the median planter northward. Fire, Public Works and Planning staff should be contacted in developing an acceptable access solution. Please call me at 431 -3684 if you have questions about these comments. Once responses to all comments are received, I will be able to facilitate an interdepartmental meeting to provide coordinated response and design alternatives as needed. f le :q:94 \sunshin \bldgrvw.doc J.KANE i & COMPANY S / // // 1 �� RECEIVE MA Y 1 9 1998 DE E OP N T 5/15/98 Mr. Steve Lancaster Director, Dept. of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Dear Steve, The Peaks at Tukwila condominiums are now complete per the agreed Tukwila City Council resolution and are ready for final inspection by the City of Tukwila staff. This letter is to request final review and full release of the construction completion bond to Mr. Barry Owen. Although this project has taken extended effort by both the City and the owner and builder, it has now reached the finish and quality levels that the City of Tukwila should be very proud to have within its boundaries. Please contact me at 1- 800 - 294 -5561. Sincerely, C V(c-LANuc 'vA (b John P. Kane, J lJ UM 6iZ O v 5 vL(G,V (S#F ( 7 - 6• 5" President ` S G G/iF C,C,•¢' F A G ,4sm°Fr if c-rK, l 7-c, Ck -C- c✓ �n Con-+ PGA -",C /Ar c- (D '0 Nc (ACO2. SS U 65 CS c2-! /nrSPeG� ton!' Sf/T) V eg/coAr f }i -r 6 /'.ca, Pager 1- 800 - 294 -5561 • 3422 Belvidere S.W. Seattle, WA 98126 1, i 1 ,4-01-1.1.: ite . ( l ... I ..I "". -*► "`" s . ' CITY OF TUKWILA ° - ;i 1 Department of Community Development „ " \o Building Division- Permit Center �, ,,� -� �.�* 0 6300 Southcenter Boulevard, Tukwila, WA 98188 isos Telephone: (206) 431 -3670 1 REVISION SUBMITTAL ti DATE: - Z/2 -54C4 • PLAN CHECK/PERMIT NUMBER: C3 ■2$ ),O PROJECT NAME: ` Thi £ PEAe- AT rt'uALI.i..A L_fl\ &OP- M , W,ti i> ' PROJECT ADDRESS: 19? O 1G 4-0 M Ac � n• , k 1> CONTACT PERSON: 3 v' V–P -- PHONE: 2D to .- 2-mt. - csto L4 REVISION SUMMARY: 'VEv1saJ> prn..t, Lh1 ( 4 SETS) A l , h! 7 I\ t o , C.1 �--, I J L...'3� 2-,2'1' 1 , / 1 1 "s i i 1 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. I RECEIVED CITY OF TUKWILA FEig 5 1998 I SUBMITTED TO: (P I i`C9MIi CCfJTC en e d CITY USE ONLY < ^ y, ,,, � •.�.�. 'jig +:d 4, „ ' ,.q> ,ti) t�� : ✓. • * ,yro : t . : «� : ;�� . ;'.K.7t�4 `J:f ,� v i{,�,.IVt�4+ ; ;11 ., .uF ,:V.: j . .' , ,`,41 s � + :+ .' y , A , ,t; .�"1:'' O rd 7 4,ct,”, tV� , .� f v F �, 1'; , ; . �) ,.-" �k��'r�� / �. n � d 3• r w � � .t S ti � 1, t� l 7 /1 � � `h .i J , ::':,,t' , . ", r S'� .. 3 /dg j 3.�r r ` } '` ,,, t `, Wiainningl .0 E''. _ , _;`' :: 1; 'Fir ' , itillaWorks , i , . ' .... 3/19/96 , • // / / J ..... / , J.KANFA & COMPARTI // Bq5 -01 3 'I 1ouried To P w February 19, 1998 ! `' /�a 3 Pln , Mr. Steve Lancaster, Director L r li g10I Department of Community Development v ' "I/ 2, -2 -- ?f3 City of Tukwila I47P 6300 Southcenter Boulevard Ste 100 Tukwila, WA 98188 RE: B95 -0128 through B95 -130: Review of Project Vehicular access Dear Mr. Lancaster: In reference to your letter dated 1/27/98 regarding the above subject, we are submitting the following information to bring to resolution the issues at hand and continue to bring this project to a timely and successful finish. The driveway, as currently built, is in accordance with the approved plan, being 25 feet in width and at a 15% slope. Per my discussions with the project architect, the North garage located in the upper -most building on the site, was the designated entry for the fire truck turn around. Communications with the City Fire Department indicate the necessary total turn around space for the fire trucks is inadequate to make the turn into the garage due to the width from the West edge of the building to the West edge of the road. Aid units could make the turn around since the vehicle length is shorter than the fire trucks. I have reviewed your letter with our civil engineering group, Baima and Holmberg, and we offer the following revisions. DRIVEWAY 1. The current driveway, as per plan, with a median planted island, is graded at 15% slope but does not allow for a 40.5 foot turning radius into the property, necessary for fire truck access. Nor does it allow easy transition from the driveway to the utility road which itself has a separate 15% slope perpendicular to the driveway slope. 2. We propose to eliminate the median planted island in the driveway to insure the safety of the site and residents by maintaining the 40.5 foot turning access for the fire trucks, and to gain easy access from East or West for the City utility trucks using the utility access road. We will still continue with the use of the drainage channel for oil and water retention at the previously approved location, at the required slope and depth. UTILITY ROAD 1. The current utility road is engineered as an all surface road, and the grade is at a 15% slope from the driveway to the first Easterly catch basin, and sloped less than that Pager 1- 800 -294 -5561 • 3422 Belvidere S.W. Seattle, WA 98126 • AA • t Page 2 proceeding Easterly from there. We have graded it providing for 32 inches of cover over the water main. 2. Due to the location of the utility road relative to Macadam Road, and to the two opposing slopes of the driveway and utility road, we are proposing that the area from the site driveway to the first easterly catch basin be asphalt. This will provide improved traction for City vehicles regardless of their approach route, East or West, and maintain the integrity of the road condition in that area. 3. The sidewalk that will cross the utility road, beginning at the existing sidewalk from the main entrance continuing to the proposed stairwell to the city sidewalk, will be six feet wide. It will have a maximum grade of 15% to match the road slope and a 2% slope from North to South as it crosses the utility road, per our conversation of 1/31/98. We have begun proceedings to apply for a variance: 1. to eliminate the median planted island, plus providing for additional plantings along the south and west faces of the guest parking retaining wall. 2. to eliminate the trees planted on the property's West planting strip. As I informed you on January 31, 1998, conversations with the City Fire Department indicated these trees would interfere with the setting up of the ladder equipment that would be used on the West sides of 1 the buildings. They feel valuable safety time would be lost staging the equipment around the canopy of trees. We feel these safety issues are in conflict with the Planning Department tree planting requirements, and are thereby supporting the Fire Department request. Our legal council sees no problem with our meeting the five criteria in the TMC 18.72.020. Our final revision proposals will be delivered to your office by Wednesday February 25, 1998. Certification of Occupancy 1. We have currently resolved the life- safety issues raised in the review of the City Building Dept. and are moving towards the inspections to have the C.O.'s for Buildings A & B by 2/25/98. 2. The following unfinished work areas will be bonded for 150% completion cost : landscaping (including the value of the median planting island), paving, and fencing. This bond will be submitted to the City by 2/23/98. 3. Time is of the essence, since over $1,000,000 of sales are ready to close. Sincerely, . i • / John P. Kane, cc: Barry Owen " 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 .....• i.. .. .. ... i +J. ...• ..vii: •r ..r+.. •l. _•i.r>..,:4a? +:.•t ..v .t.'a'i . ^.IJ.At'... ... .. v.± ci„ii "i'•,1. ^. •.3.:'+li VVt+n. r.rv.un.++r+..rvn...T •Tr ren •...y..w: -wnxx . qv..•+.... K.. N. siv^ llrpwtR +V1..tR1 ^�'F1YX"!.a.T*e�f B95 -0128 through 130: Driveway Design and Emergency Vehicle Access January 27, 1997 Page 2 c) compliance with all City Codes (including PRD design requirements) unless varied in a specific written approval. Utility Road 2. Modifications to the approved utility road design which are needed for any driveway revisions, shall comply with all City Codes. Code provisions of note include the following: a) maximum grade shall be 15 %, b) the road shall be engineered as an all - weather surface for emergency vehicles and the vactor waste truck, and • c) design may reflect the City fire trucks and vactor waste truck ingressing from east bound Macadam Road and egressing in the same pattern. 3. Any proposals to eliminate the median planter must be from you and be accompanied by appropriately stamped plans. Elimination of the planter will still require the 6 ft. wide . Sincerely, Sieve Lancaster cc: Meeting Participants DCD Director Lancaster 206 - 431 -3670 City Engineer Shelton 206 - 433 -0179 Building Official Griffin 206 - 431 -3675 '` Assistant Fire Chief Olivas 206 - 433 -1859 Fire Inspector Tomaso 206 - 433 -1859 Associate Planner Umetsu 206 - 431 -3684 file:94\sunshin \access l .doc2 , iti , l . 645- 0 P-S ( ' ; 4 �� Ci ty of Tukvvi la John W. Rants, Mayor i _ = Department of Community Development Steve Lancaster, Director 1908 • January 5, 1998 Mr. John Kane, Jr. J. Kane & Co. 3422 Belvidere S.W. Seattle, WA 98126 Re: Occupany of Buildings at The Peaks At Tukwila Dear Mr. Kane: I have reviewed your letter dated December 16, 1997 regarding occupancy of the buildings prior to the completion and certificate of occupancy being issued. It is the policy of this office that buildings will not be occupied until after a final inspection has been conducted and it has been • verified that, as a minimum, all building code health /life safety requirements have been met. • There are no provisions for any exceptions or waivers. In regards to The Peaks. at Tukwila project, it appears that minimum code requirements are not ; complete. During a very quick walk though of the project on 19 Dec 97, which was a familiarization visit on my part, I noticed numerous construction issues that were either not finished or may be code violations. A few examples of things I noticed were: a) rated fire doors that have an approval label that states any glazing in the door will void the rating, but, the doors , have large areas of glazing; b) steel door frames already installed, in areas where rated doors are required, that do not have any fire rating label on them; c) open unprotected spaces around door frames between the framing members and the door frame itself. These were three items, ' related only to the doors located in just a few areas of the building that I walked through, that caught my attention and appear to be code violations. There were numerous other things I noticed that will have to be reviewed thoroughly and approved by the building inspector prior to final approval for occupancy of any kind. It should be noted that fire protection and code complying exiting are always two of the main concerns of any final inspection. On numerous occasions inspectors have identified many issues, during final inspections, that would have caused a hazardous situation if not corrected as part of the final inspection process. Therefore, I feel very strongly that a final inspection must be conducted for the entire building, and any non - complying health /life safety code issues corrected before authorization to occupy will be granted. Please be advised that under no circumstances will sale conditions of the units influence our concerns for minimum code compliance. In addition, special interim type exiting procedures, dependent upon special instructions or the daily notification of tenants, will not be acceptable. Sincerely, het 6 4� Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431-3665 I J.KANE / / // / // - i // ', I & coin* I 1 A PPM (;1 M ANAGEMEN T 3 I ,C CONS (RUCTION EIE?M sold, with closing of these units to occur around January 5, 1998. I suggested that we ) could provide a safe site for the residences during this final period of construction. Following that meeting Steve Lancaster explained that both yourself and the Fire Department have expressed your reluctance to allow occupancy until we have completed the retaining walls. The intent of the communication is to describe how we plan to address this safety issue, and resolve your concerns, coming to an agreement to proceed as we had expected. The access to the five story building, herein referred to as Building B, and the three • story building, herein referred to as Building A, is as follows: 1. During the construction of the retaining walls, the "A" garage (South garage) will be the only garage used by the tenants from both buildings A and B. Pager (206) 982 -9835 • 3422 Belvidere S.W., Seattle, WA 98126 . J • 2. Normal (non- emerge ) egress from building B will be down the central elevator or central stairwell and into the "A" garage. If walking, tenants will exit through the "A" building lobby doors on the Southwest side of "A" building, walking down the driveway to the city street. If driving, tenants will exit via the rollup garage door. 3. Additional emergency egress from building B would include: a. through the South doors on the Recreation deck, crossing to building A, and down the stairwells to the lobby, or garage on the Southwest side.of building A. b. exiting out the North side of building B to the recreation trail, then South to the East entry of building, exiting through the lobby or garage.. c. exiting out the building B garage via the passage door on the Southwest edge of the garage rollup door, walking down the driveway. 4. In the event of a Fire Alarm situation, the rollup garage doors are programmed to automatically open, providing ingress and egress to both buildings' central interiors. 5. During the construction of the Northwest retaining wall of building B., a construction fence will be erected perpendicular to and at the Southwest corner of the rollup garage door. This fence will have a gate that will have the same chain and locks we had on the construction fence recently removed from the entrance to the site. These locks only allow contractor and city personnel to access that area on a twenty four hour basis. The contractor will provide a walking surface with a rubber membrane surface and railing for fire personnel to proceed up through the stairway until the permanent steps are poured in place. A safety barrier will be constructed to prevent any public access within the area of the retaining wall construction above the top side of the wall. 6. The contractor will provide 2.5 inch fire hoses at the West standpipes on the five floors for Fire department use during the construction of the Northwest retaining wall of building B. 7. The normal (non- emergency) egress for building A would be from the North side of the building via the stairwells to the "A" garage or lobby. Exit would then be the same as described in 2. above. 8. Emergency egress would be out the North side of building A to the North through building B recreation deck area, or to the East following the recreation trail to the North. 9. The recreation trail to the East of buildings A & B would be restricted by a construction fence on the Southeast corner of building A. to insure that travel could only go North while the Southeast retaining walls are being built. 10. While the Southeast retaining walls are being constructed, the ground level units of building A(101,102,203,204) would have plywood barriers built around the patios to eliminate egress by those tenants. The Fire department would have ingress capability. All egress from these units would be to the North only, just the same as the upper units that are not at ground level 11. The contractor will provide personnel to direct both pedestrian and vehicular traffic whenever heavy equipment operate on the site. At the time of paving the driveway, we plan to notify the homeowners of the work and the need for arranging to park elsewhere ` :... fw..•, .i, ti %;ir �'if.+`..R; +r ....,,.•...._........ .. «— .....«...•.:r.n:rmn term? Xht:%! 4Gfil4iTi '�tt_'°..kt1SYNa1`.tM:tr•Cd.* Pay✓ sC.: v..•. n. nKUwr. .. r.» n�.., e. ns.. zr. nm+,. .. n+. ww.... nn ..�......w.+.r..uww.r,.rntwnx�— • 1 during the paving procet, . Most of this work will be complet d while tenants are at work and off site. This is the same process as used when re- surfacing parking lots at other in place facilities. 12. The contractor will provide the homeowners a daily notice of the work planned and inform them of the plan for egress. The contractor will monitor the work to insure that every safety precaution is taken to protect both the tenants, the public and construction personnel during this final phase of construction. It is our intent to come to mutual agreement about this plan as soon as possible. We intend to start construction of the retaining walls when we receive our permits. It is quite evident that the construction process begin very soon in order to finish the project as quickly and safely as possible while preserving the sales referred to above. We would like your response to this letter by December 22, 1997. If you have any questions, please contact me at 1- 800 - 294 -5561. Respectfully, 6 7 -/S hn P. Kane, Jr. cc: Barry Owen • • • • • • • • • r ..._. »_...- ._..N.. van *.xLt �dk£ MLV:: ni^. r,. NrC.• en.'. i..rawru:er.r;nM.rrr nrommweww,•.o.s ,... -w 5. The planter at the Bldg. A front entry shall be dimensioned to be a minimum 15" wide and sufficiently deep to satisfy the planting details on L4. Sheet L 1 shall be revised to reflect the planter. Note that a planter between the rockery and the steps is not required. 6. Sheet L 1 shall be revised with a note that "All landscape areas shall be auto - irrigated with at least one in- ground sensor on the recreation deck and one in- ground sensor on the general site. 7. Glare screens on the western perimeter shall be located. I request the maximum rail length be 6 ft. instead of 8 feet (detail 1/L4). 8. Revise detail 2/L4 as follows: a) dimension maximum rail run as 5 ft., b) posts and 2x4's to be pressure treated with remaining to be "straight grain cedar ", c) maximum fence height on the south (front) shall be 4 ft. and d) maximum fence height on the north, east, and west shall be 6 feet. 9. Regarding the recreation deck, parking entry construction error: a) request a revision of the approved building plans to reflect actual construction and any additional changes needed for consistency with all City development standards and b) propose a fire access solution which is consistent with the approved City. Please note that discussions between the Fire Dept. and D.C.D. indicate that a possible access solution might include using the paved roadside strip and sidewalk to the east of the median planter along with a small shift of the median planter northward. Fire, Public Works and Planning staff should be contacted in developing an acceptable access solution. Please call me at 431 -3684 if you have questions about these comments. Once responses to all comments are received, I will be able to facilitate an interdepartmental meeting to provide coordinated response and design alternatives as needed. file:q:94 \sunshin \bldgrvw.doc • r, a si ,t ti .f r., as z•.u; t •'>;sra,YNw,.ri`R r:l;'i ,�53'.W r k W^u .„+,G va .,$ :a`"f - �,hrc; , ..»� �;�r1;1•,S ; ,i. t , �. 'r t, �. °�' i , : E ,- :rocc t't'"�; µ:T"a a�� .� • w,i � tx ny� �r< . . Y'. :2. •;t , S. ) 'S.. n +..: .ii c:tr.`.:Ed 1, � �a.*� 5'�"`.: W.a`.i` ?;,, ?.ti.'•in.....n, r _ W��►. s' S&k19-1 I.1 — °I-� (-� �'; City of Tukwila John W. Rants, Mayor = Department of Publk Works Ross A. Earnst, P. E., Director /908 _ = ' r December 17, 1996 Doug Carlile D.B.A. Oasis Development 5792 Road K NE Moses Lake, WA 98837 . Re: Reimbursement for $2,000 Hauling Permit Cashier's Check Project: Sunshine Ridge Condominiums Permit Number: PW95 -0137 Dear Mr. Carlile: Enclosed is a check in the amount $2,000.00 for reimbursement of your cashier's check submitted in lieu of a bond for the Sunshine Ridge Condominium project located at 15310 Macadam Road South. The hauling portion of this project has been completed and signed off by City Utility Inspector, Greg Villanueva on December 13, 1996. If you have any questions regarding this matter, please call me at (206)433 -0179. Sincerely, • eitk,tc_i• `M�(1nU.QQ.t • Sylvia McMullen Permit Technician II Enc• a/s cc: Development File 6300 Southcenter Boulevard, Suite #100 • Tukwila Washington 98188 • Phone: (206) 433-0179 • Fax 206 431 3665 � . . ' .v'. • t. le r, • a• �� ,•' K . 14 . r't j• i • .. • f j 5: t l ' :1 • . ! ::: : : 1 ' ' 1: •. !•-•"t:; : :: : ::: :• ::...• ' ,:•:: 1::::::::::.:;; ;1 7 . ;: :: :;:1:::: ; : : : • •• • :. , ;; ; :.: . . ..".:::::::"••••2•;..i.::::,•:•:•:::::•;:."..:?;••:%::•::::.!;:•,.:::::::;::;::".:•:::..:;"..;•:.;?•••;',....:::.::::;•:.:•:1...::::::.•....::::.•:;••::::".:• • :: .. • 'I .. : • . 7.: :: I: : :..... • . ''.,•••;.•::;:•'.: ,"• '....'..1..:::.:::...::;;;•.*: •••;.; : i : '' .: • • • • :: ', : ;; ; .... • : : •••• .:...' •::: :::::::.;.ii:1:.•;::;:.:.•::'):.:;::.;:.:::::::::...:.:::::".;•;::::;;,1.;::•;...,. : ::,.• : : ' ,...: 1•::: *: '•::::; :.•,•'?::':;.:.::;;.•,...••••,' l.„ , . '•:: ••• ' • Vii. • .' .:t • •1' : l• • • ' i' i 'e i: �., i .`.. :fit .� :i� 'i'7 •'n�. ,cr ,,,,......".7•7":•.; �� '' • • , 1'. 7 • 1 , t.l� , 11• .je 6 ,,, t, : ,� �i5'�1 :'4i. 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MEMORANDUM To: Laurie • Anderson, Finance Department From: Sylvia McMullen, Public Works Department Date: December 17, 1996 Re: Sunshine Ridge Condominium Hauling Permit(PW95 -0137) This memo serves as a written request for a refund in the amount of $2,000.00 (two - thousand dollars) to be paid to Oasis Development. • • '`� » �% x' ��`':( Mi4, tt'' r.: F}. �+ i4: �.,.;.. nt: rt'<> Ax..+. �nw,..........»..._.«._........»......».... rr.. rmn.. a' nu. an:- fmrtl i.:.+ sq` .6vF.L':SG.it1?!r1tS�e�1.e6.1ti M�R.,'.!'YrrJ!!.rpyn epxw. crvnwxcem. n+ita+..wn +•+e.nw.t.rrwtvRx+mt• wan+ rnnurxWrchrt�avnw4rav +tn+yF+x.+%tFMVVrr.ws • • G J 0 T E C H 13256 N.E. 20th St. (Northup Way), Suite 16 O /3Z, CONSULTANTS, INC. Bellevue, WA 98005 (206) 747.5618 FAX 747 -8561 TO: i.e.u.t.4;JL. DATE: 9- 3 - 9& _ A_ t2 u,i it t . JOB NO.: 94Lo 6006 /9f /ifv i>v 6 /e - ' • PROJECT: ATTENTION: L...lid i,/t ,, ti . 98//8 WE ARE SENDING YOU: id Attached ❑ Via FAX To Transmitting Pages Including This Page [Field Reports ❑ Preliminary Drafts ❑ ❑ Reports ❑ Test Results C Copies Date Description 0/,16/9/0 id >6/.601: 8/96 ,QIL,/, ; gyp, t , THESE ARE TRANSMITTED FOR YOUR: IRR J Information ❑ Signature Lie Files ❑ Distribution ❑ Approval ❑ [Review and Comments ❑ REMARKS: RECEIVED SEP 0 4 f996 COMMUNITY cc: 6.4.7 vc1. DEVELOPMENT Signed: 411,s. rA v,t_", 13c■x . G E O TE C H CONSULTANTS iYTh INC , . - TIME ON M ILES �� a ,+�-, _.: -._ter q ' / � 3 5 TIME OFF PAGE (206)747 -5618 13256 N.E. 20th St. (Northup Way) #16 Fax 747 -8561 Bellevue, WA 98005 / U;. 6'D I OF WEATHER * VISITORS DAILY FIELD REPORT ?0,1 JOB LOCATION CLIENT /OWNER PERMIT NUMBER 9 vvJ f .Nr , * Rt�i Kw -� cR.5 �-� GENE A. CC ONTRRACTOR GEbIERAL CONTRACTORS SUPT. DATE r DAY OF WEEK UDC k. GRADING CONTRACTOR GRADING FOREMAN 3 -26-96 HRS. 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I If - It ,. ?4 A ?)I\, -- s ra- '-31( S SEP 0 4 1996 7 NEXT 517E VISIT: vammsQ0 , 1 OMMUNIIY COPY T0: ) ( a- ili IJI\ll�:+�11t� �I: ° ' s U '( pi . A • GEOTECH TRAVEL/PREF! TIME JOB NO. C I L I 01 (r) . CONSULTANTS, INC. --!N TIME ON SITE MILES .. 1030 3 3 TIME OFF SITE PAGE (206)747-5618 13256 N.E. 20th St. (Northup Way) #I6 1 Fax 747-8561 Bellevue, WA 98005 OF WEATHER VISITORS DAILY FIELD REPORT Sunag - JOB LOCATION n 5200 tAkADAAA cz.. CLIENT/OWNER' PERMIT NUMBER SarAVU(Il Q K.,Cp.. , "TLA.k.v.A‘0.. Q.s6 GENERAL CONTRACTOR "' GENERAL CONTRACTOR'S SUPT. DATE DAY OF WEEK RIII::1 Z' 2 3 -qc, FIZ:k GRADING CONTRACTOR GRADING FOREMAN HRS. CHARGEO 2.hr. low) nb32-rArect amli n 5 ( )( rafairort, R.v 5 wittg A , . 1 • A at idi . Clki 0 _i_____Jh .e .11L • . AL, --- nrki) •_ - , . 0 L r ilk I ....• . __ • • gr_r_4 IL, • 4 J._ Ile _ _is— .1...a ■ 1 1! IL .° _ .I.A._ • , 1, _ tik-_-4. 11Ati._.• i ' . . ..' -.Lk_ ...La • • a lo 1-.6 OU1N4C—pat N. .., Ca JLA l REUEIVED SEP 0 4 1996 COMMUNITY DPVELOPMENT NEXT SITE VISIT: COPY TO: S (,_ 'SIGNATURE: C- ( .1114 '�1 G E O T E C H TRAVEL PREP TIM JOB N 0. CONSULTANTS, INC. 1 ���� � TIME ON SITE MILES z TIME OFF SITE PAGE (206)747 -5618 13256 N.E. 20th St. (Northup Way) #16 Fax 747 -8561 Bellevue, WA 98005 O53O 1 OF 1 WEA HER VISITORS DAILY FIELD REPORT JOB LOCATION CLIENT /OWN R PERMIT NUMBER 5 Zen Mx jc'ci.c O,INn Rd _ 1 u\a: 9. 125A C- gG013O GENERAL CONT� TOjt 51e, GEN�A S SUPT. DATE ' �U� WEEK GRADING CONTRACTOR GRADING FOREMAN HRS. CNA GE0 2 Vir ow) u S v'� r \ Tho Scta_ � ob.5erue� +hQ. p cf tNI Pl rt s c , r3Lvia,,n A, Ak,\ -p rep f szyb - vks3 -enc.;he s c � : s.. , I k fir- ck 9.4. biro . e,rcca cQ I�La P ( at Sc iLb urlco� t ra.0 N.& u,n►. c Jko rw�.. 623 Cto 4SZ -�'r L d_ c Chi net . •_ 1. s* .. 1 . .__A ... ..: � o • o► cic ■ cad _ V \ IA _ r _ it. he ob. II v1 . a _ ,s ) • a r1 �. >. ..._ W 1 L OnS - \ .•- IndiN Skoa it is a.)12__ C; r LZ 4 NA , t1c,emu.• s.a 3.6 e,. p & L■n ,.pp � __ o -- .�LA 1t S A n - 2 ire c1h-es co s:.,Ac h 4& ( JJJLQ a LtiIG eol 9 ..s ti. ' 0..k,LA/'1 C il I ►AI.�JL • MSS- .4...e.. c,.r, r ,,,Jiifl ct ►' S h a ∎ A r.2. --n v�2c 4 z i-r 5 CtILo0.o pr 'LChI C.t.i C anc► , RECEIVED SEP 0 4 1996 COMMUNITY nrvrLorhiENT NEXT SITE VISIT: e I Y l,.g pcy`(l ('E' Vl COPY TOS,S ISIGNATURE: = 5?/ cf i4z.. //ar 4 „ ..y 1 ' -Liz/e-s> , •LL /. P OL iA. 7 '. .O‘ 8 0 • Q- ,�� .. �� 0 . C) IT .01. " .- / -- 41112: 7ANAINPA .41 i .. . 14.14‘-"-- C ' P r of � ,r( ! 3 : � r �... I EXPIRES /_:(2/Z 7 /p I SHEET NUMBER(S) gtli\ ' "Cloud" or highlight all areas of revisions and datimviiiid o p,P P R �" RECEIVED p t 3 1996 1�„ AUG 1 2 1996 SUBMITTED TO; yinkiier . COMMUNITY 1 11\ VISO DEVELOPMENT CITY USE ONLY n. .. YI�N� �4 cc:.,�� � { ..1'y• � y , r ► '; { ! " >nY' ?R. ' : �• : Y: ' �I ' .'i,C• '. , • �.r..•:y �.•'iCi l' %:•�. . ../.i t/� .1 •' .'.1'.. •:u• . . • � . .� {1;5,., ja .,�.� .4 � �j� '. \'.�, . �.t ...�•.'1••.1 t� �+!'p ;r. ' � • ;A �.7j•.'• . , :•s. � :) � / ,�:: �t M1 . . V , . { ' (• • ; ' i * !• � �: 11�? i /. tt. : ,1: 1•' /�i. . �� i '.S � ` 1� ' .. �/' ^,.D/Q '1,•.1.j ." .. •i�: .. . • . � �• {+' .�P/irril ... .� .•i }Ti!/ 'v " >'. J •.� 7 .';',.:' . .. • J ... •1 /Q' f�1�rk e. A . .... .. . 3/19/96 • ' •'Y!:; �i iL=.� !.?r:,, Ei': "': '•::.z i . it N61 } r+n M YY. Gh'S'*tf• .ii fry yi r y, g t? ij�. f . ., r_4.. ,. .. i 1' r.. .AY " }} 23' ?F1-, .:' �.`i`.. w 5' �7 K 1 Y,�,t f, 5r 'a' ?!. t ° ; "`}" [!':.'..•. ' i a '0 i.t i'r�..! ...s., � r r. a� . � :t, h ...:1. >�.} �# ��k�,rhtL�a±� "r.,n�a ;: Sa}s;...:c;�A:,.:.n. +"'n'�l-,<� '� "�v+;�.2'1; _.-•. .�'9F#�"'.,..., a, CITY OF TUKWILA Id: MISC150 Keyword: UACT User: 1684 06/17/96 Conditions Associated with the Activity Below BUILDING PERMIT Permit No: B95 -0128 Tenant: SUNSHINE RIDGE CONDOMINIUM Status: ISSUED Address: 15200 MACADAM RD S Notice: NO CHANGE TO SITE SURFACE OR BLDG EXTERIOR W/O WRITN PLNG OK Add a Condition y Enter Author: 1684 Notation: UMETSU y Effective Date Range - From: 06/17/1996 Thru: 01/01/2050 y Condition Text: (below) yRvsn. of 6/14/96 OK w/ conditions: Rockery to have a maximum y4 ft. ht. w/ maximum 3 ft. width. ADD LANDSCAPE VINES fto cascade over rockery face to mitigate encroachment into y the minimum 10 ft. perimeter landscape width. y y A lower rockery w/ gentle slopes (e.g. 4:1) also OK. k 6•47/Pa y Y Y 9. Press F7 =Add Condition ,ESC =Cancel Add Y•...,....,, w COPY .. . FILE { I t C , 'j RECEIVED I . CITY OF TUKWILA JUN 1 4 1996 CITY OF TUKWILA PERMIT CENTER 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * * REVISION SUBMITTAL * * 1 D 1 DATE Ju►sE l4 19436/ AP? 199 / �AN PROJECT NAME U S . i2 � E C. oNDo I wt ADDRESS f 5 200 M A GADAM ' RDA - 0 .SoL1v-:i ' � ` ��� C11�1C, DIVISInh� 1 CONTACT PERSON L.''t L E Al 1� u S /4.4 .4.) PHONE (246) 8!0/- ?2ec ARCHITECT OR ENGINEER 1 c) S S M A ,J Assoc /ATBS PLAN CHECK/PERMIT NUMBER ' Su,. r.v .ay f rr ` - }399- ,:0,12i 1 L• 011.:Dr,J4 "B " 546 - 0 t 29 TYPE OF REVISION: ; .Su 11.91 �; . „ ; . A , � � A9� �D � era r o le �oo'rr; FR o •M l,JTE'R', OR_ 1 � G 4R7e12>oP ?o ;EXTERrn72 wALeu)A1 CEAsr 441.1. of (ANT 4 -/o2 4 F3/R•t'i.)4 .>' /) 2. - 330 L.PIA)G "73" Re - Pi.A,u of i�BGR'EAr &) 'Rooms 33ETwea.0 Gl i7,s � 'r j ` % ai CD AoD O #C) • . (JAJ,T' �L.AN s of IOLt e.41/Ts /..► f Eu /L7P//J4 3" • 3. f�B>/tsci) Ur'a Tt./40,) A 1,00 Q 144W Roc kery ALoa4 idEs7'Rorarr >y } L iii C As -RE Q As &XPir /ON of a30I6Z I.JE -- eEz.4,7-- SHEET NUMBER(S) 4- 1 / A - 2 / A- 4 4 A - 7.3 REvrsEv 01 6oialES of EgGN, "Cloud" or highlight all areas of revisions and date revisions. • SUBMITTED TO: - 9 ::• LAA3 A) I,) 4 c 1 1'A tcT M E A) 7 'rem Mop, /cATi 7a 7 uruara4 � EX•t /rs, c 1 • City of ∎ �7 I� t if Tkil John W. Rants, Mayor % � WV • _ o i ; ;���.:' _ f Department of Community Development Steve Lancaster, Director 7908 _ - Mr. Mark Goldberg RSA,Associates 4038 NE 58th St. Seattle, WA 98105 RE: B95 -0128, 0129, and 0130. Revision to Sunshine Ridge Color and Recreation Deck Eastern Topography. Dear Mark: Your proposed revisions have been considered in light of your submittal, our discussions, a meeting with Jack Pace (Senior Planner), a 'review of the last City Council public hearing tape (11/13/95) and a briefing on your meeting with Steve Lancaster (DCD Director) on April 21st. Only the following revisions which have been proposed, have been reviewed. Any other changes to the building permit or approved BAR /PRD designs must be submitted using the normal building • permit revision process. Building Color • The proposed revision to change the existing Building B mink color (D2) to a white, to match the colored siding which has already been installed, will be approved subject to using the mink color in place of the beth (D1) color in Building A. This approval is only given in recognition of the work which has already been done and a desire to see the project successfully completed. No further or similar changes should be undertaken without explicit, written approval. All other BAR /PRD approved design characteristics shall be strictly enforced. Your desire for an alternative color pattern for Building A will be considered with respect to consistency with the approved- - designs. Such a proposal should be submitted with a colors and materials board and colored elevations, using the normal building permit revision process. I am not able to participate •in••. developing a color design as you had mentioned. 1 o , -' O(?S 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 • » . .. S "l..x•n:.,..:7. ,'. r:: .: 3: : <..1.'wt rt1 vy ate» .ww ww. »•v.w... »+ <arwnt \1 \ ..- j! Rockery Replacement with a Slope and Reallocation of•Childrens Recreation Space. The: proposed rockery replacement with a 2H:1V slope and redesignation of childrens recreation space cannot be approved as proposed, since part of the proposed recreation spaceahas already been counted as trail recreation and the remaining area is too small and poorly sited to be usable. A likely alternative for approval is to relocate the entire childrens recreation space on the deck and use the surplus trail recreation area as replacement general recreation space. This would require a substantial redesign of deck recreation spaces and a clear calculation of recreation area. Any deck redesign should recognize the same criteria which was applied in the BAR /PRD approval such as: a. planter areas shall not be included except for a small fringe, b. recreation area shall reflect those similar to the approved building plans, not the larger areas shown in the existing proposed revision, and c. no further reduction in recreation deck area will be allowed in order to satisfy the adopted conclusion that: "The on -site trail system should not be relied upon for a substantial amount of recreation space given its one - dimensional function." This trail system now accounts for 25% of all recreation area, up from the approved 18%. No further reliance on this trail space can be administratively approved. All deck redesign shall also be consistent with all BAR /PRD requirements and reflect the approved design. The proposed revised designs should be resubmitted as using the normal building permit revision process. Please contact me at 431 -3684, if you have any questions. As we discussed, I will return to the office on April 29th. Since 1y, Vernon U etsu Associate Planner cc: Pace 03/27/1996 11:18 2065621173 DARROLD E BOLTON PAGE 01 Subsea loeia LOT 3140 by Iloilo... lowboy* Mona/h.bw.►. DARROLD E. BOLTON e o r ) CONSULTING ENGINEER 3pi go. • sr. PMONI SSS 11 NW. ./S/Yl�s'✓N• (L2 •! /7! . C/ ry Or6 Tk,r,✓ /L 4 Sublict $04/0 1 4.10 Jeiv4♦ 3O0 I rycw T ( Odyo, /Ors 7144 W4 9.0 /OS message 7"Avf 14.e, Y .7444.r £V'7 efer 2r 1A/. .¢cce--P7 *94 E 410:7 .o. D.. ..4 4v. .. C.o ../al Aaot 77/ss e 7/i/y T. r'. 2r - 1 tes74,v $7W47 y dam = 3.�a. ..f'fr �. .... .i�s/Xt�... . • I . .Ce/.ci.e-ewevevy AA, .v4 wAlP 7• Re-/to/ eV CG : 11444.049 z Cowsr, !a �f Air d su,a.V�Q , � nod , E.orl.r from Eu.lne.. Envelop. Manufacturer• • Pearl Ewer. N,Y. 10965 • NI<•li 2FiS (Id c11` 0 p \p?„ RECEIVED MAR 2 7 1996 >tU1NC� p1�IS1or1 COMM UNITY DEVELOPMENT :. t ..... k... "Yti. ,;t ":T: ^.7;0 •',•. Y: -... t y ..,, ,.. , •rx,. r - 'Y•"^ itst• ,,,. j ,. .., , ^r,K<`r N..,'w...y��� ",?'i"#"x tFw3'tinRalry }ir \4.,+t... f �F ''.l,'�j'iv': .t C.ru•', 't..,t'.,'G;,`;+. .If .,. 1. r,'.v'ity':.. ,.... <, ..d rv. .. .... ti,. .,:a. ..1� h:L... ,., <�h,C.., ....„ , +z3�i, t�„7.... Bell - Anderson March 20, 1996 City of Tukwila Dept. of Community Development • Building and Planning 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Southcenter View Condominium HOA 4529@•Macadam Road S., Tukwila, WA • 15310 Dear Building and Planning Representative: This letter is being directed to you by the Board of Directors at Southcenter View Condominium HOA. The Board has received numerous noise complaints from owners regarding the construction activity that is occurring next to the Condominium. The Board would like to know when the construction is allowed to start and when it must stop. Please call me at 852 -8195 ext. 216 at your earliest opportunity to rely the information to me. I will need to inform the Association of your answer as soon as possible Thank you for your attention to this matter. Sincerely, / 7 Gerry Ande on Property Manager 6 .".6.a,.44.),,.. 2S. 1,1(40 G,.,,- I art t1Jw " (00;v. of oAe,,.,ol 2; -- n : �o (—mc £t, (.„)) RECEIVED ,a*d7.Iw C / * j k MAR 21 1996 COMMUNITY f Di VELOPMi N - r Box 5640, Kent, WA 98064 -5640 /PROPERTY MANAGEMENT (206) 852 -8195 :si.a,:.::.e.: �.;.: c.:: _ : n, a• vu,..,,.-..., ....,...__....- ............._. _ . ........ ........ ........,....:............, .. r.. w.».: eranfe. MVxuwxwwmsr< �wuwcn. m.. w^. ru.«*..........�..........._... • • (I) R O B E ' T \ I'I6*1:$SION% .10) SCCc)NI) 111•\I R S01 I I IG SO II 111111111:1. I klil I I ( I S. I rr r ' 1 sF:R\I ICES 51ITB ;rIJ:{ 1)1:21121 1 , ` l I CrJRINIk \'lI(I tili1TP1.F:.N \till) \t l'u \!utlrrl I1n\103 13 .1111%1110N101.1 rlilrF:PllcJ \I1. (21)11111'1.1110:1 11 :11.:1111 \ : 11011) .rI.I4Prrr A S S O C I A T E S EM (206) 621.91411 1 \\. (111161 15.2200 C41\51 UN) ENGINEERS RECEIVED CITY OF TUKWILA {.,. February 8, 1996 FEB 0 81996 PERMIT CENTER Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Attention: Mr. Lyle Kussman Regarding: x;95- T,0,8, 09, 10 (Sunshine Ridge Condominiums) RFA #95102 -08, 09, 10 Dear Mr. Kussman: We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. We have no additional comments. We have forwarded the drawings, soils report, and structural calculations to the City of Tukwila for their use. Please forward a copy of this letter to the structural engineer of record, Mr. Darrold E. Bolton, and the structural slab design engineer, Mr. Rick Fine, from Fine Engineering. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crys al Kolke CLK:4 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t08 ^4.doc .. , . . . . . , . • . • . • . • . . • . . . • • ' . • • . . . . • . . , • . . . . . . .. • . ' . . . . . . . . .. . . . . . . . . . ' . ' 4 " AN Joe -1 d e x exyLc "tors g 0, ,4 • . . . • SHEET NO. / OF 1 DARROLD E. BOLTON .D SA JO DATE 1 / 2 47 r‘ CALCULATED BY Consulting Engineer CHECKED BY • DATE I i SCALE e . ' 1 : • i : . ; i i i . i i i • 1 1 i' i • 1 ••..• . f ••-, . I I t 1 1 i t i t T i 1 i t , I , 1 " 1 , .• A Oiiiik4, Wg ..14/y : if.ii: .. 174 .frA'OGi' •Z .1ofk.e.1,W i 1„ii,,IA: . ;14IIL. ..... ......G..0444/.0#1/7:4 I ff- y Ke .- i v 1 iii.lii1! I I L • 1 i ..........I...eoz.ie). ..Z.v riea/A! 4. 07 ne ra■ h* in r 6 ; _v 1 v • : • ! ! i ! • • ' ' : : i i ! I • I Lv■Prop .!14414/ :22 i/ 94... 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Mc .IiIndok Mai Olin f 00 NOE TOLL FlIf 14001254310 . . . .. ..,... ... . . .. . . • . ... , .. •. .. . . - ,. . .. • .• . . • " . • , ' " . , ... .. .,...... , ... . . . .. . . • • • . . , .. . . . . . . ,.. . .. . . , . . . • . . . .. .. „. . . „ . . . . • „ .. .. . . . . . . . . . ... ... „ • . . . . . . . . . . „ . . . ....• ., . -,. :,, ..,:,,,. :•... .,,, . . . . . . • • .. . . „ . , . . . .. . . . .. • . . • . . , ,.,, ': . . .•... - , ',..,, , . ... .. „ . . , . . . .. . . . . . . . . . • . . . . • . . . . . . • . . . . • . . . • . .... .... • „ . , .. . . . . . . . . . . . . . • • . . . . . . .. . ... .„ . .. . , . • • . . . . .. .. . . . . . . . . .. . . .. . . • . . . „ . . . . .. „ • . • . . ,. .. . . . • „ . . .. . . . .. . . . . . . . ..• . : - • .• . ... .... .. . . . . . . ,. . . . . . . . . • • • . . .. . . . . . . . • • . • .. . . . .. , , • . • ,, . .', . .'....:.:. . . . . . ... . . . . . . .... . . . „. .• . . . . . • . ; ATC 7 . • . • .. • .. . . GUIDELINES FOR .DESIGN OF • ., . . • . HORIZONTAL WOOD DIAPHRAGMS . • , .. . . . . . . • . . . . . .. . . • • . • • . . . . • . . .. • • . . . . . • • • . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . OTC • . . APPLIED TECHNOLOGY COUNCIL . . . . - . .,.. . • . . . . . .. . . _ , ..... _ . . , ... .....,-,,„,4,14,4...g,:tvg.,4414isAiwkr4-!migk%vn=pflli 1.3 OTNER ANALOGIES The girder analogy does not represent the behavior of diagonally sheathed diaphragms as well as the truss analogy. Straight- sheathed and unblocked plywood diaphragms resist lateral forces in a completely different manner frau thou ofii•tiher the' Birder os �rui� analogies. 2.3.1 TRUSS ANALOGY The first diaphragms to be utilised in designs to resist lateral forces were floor and roof systems having lumber sheathing installed at an angle, usually 45 degrees, to the supporting fraying members. There are two cate- gories of diagonally sheathed diaphragms recognised in one of the yodel codes (Ref. 2.21; these are designated as "conventional construction" and "special construction ". The nailing requirements for one -inch lumber sheathing and the allowable shears on these diaphragms are given in the codes. Diagonally sheathed diaphragms have been analysed using the truss analogy. The boundary members normal to the direction of the applied forces (see Plate 2.4) are considered as the chords of the truss, and the sheathing as a series of diagonal web members. The force in each board at the critical location at the reactions is computed from the geometry of the configuration. The forces in the diagonal sheathing boards have components acting parallel and perpendicular to the framing member (end post) at the reaction. The perpen- dicular component has been referred to as the "lost" component. An analysis of the free -body diagram of the intersection of the sheathing and the chord, or "end post ", indicates that there is a component of force acting normal to these members as well as the component acting parallel to the members. The code does not require that these components be considered for "conventional construction ". The chord members of "special construction" diaphragms must be designed as "beams" spanning between the framing members parallel to the direction of the forces. The load on these beams is required to be one -half of the normal component and acts inwardly or outwardly. The reactions from these beaus must be transfered to the framing members, which may necessitate special anchorages for the outwardly acting forces. The requirement for anchoring the walls to the diaphragm may be adequate for resisting the "beam" reactions and provides resistance to the "lost" component in the end posts. Derivation of the strength of diagonally sheathed diaphragms is contained in Appendix A.2. 2.3.2 MOMENT COUPLE SERIES Diaphragms constructed with straight sheathing or unblocked plywood panels do not act as girders but more like a series of individual beams which interact because of their connection to the framing below. Diaphragms constructed with these sheathing materials are very flexible and should only be -11- • • avoided by substituting the aubdiaphrsgm as an equivalent beam between the continuous ties. • -12- • . Joe . Z.ZO•f■4 1 /,e1/8 /f14 SHEET NO 7 OF DARROLD E. BOLTON CALCULATED BY .4 DATE / 5.' Consulting Engineer CHECKED BY DATE C • SCALE . // //VW 1 1 I i 1 I 1 i j • I I i l- i -I.:. . 8 //2 91.6 1 I 1 *.Cti: 4 ,01 4r .. 1- . A /Al. 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B C ALCULATEDer D I DATE // 2 t* Consulting Engineer . CHECKED BY DATE SCALE : 1 i i .. ! _........... �..» : • � I ic - i -LI Y -2-t- ) , 4 1 1 I ( _ _.__._.__._...�_..... • i i ' , ( 1 ' 1 1 b , 1 ......_. �..._._........._......_..._ _...._.._ 1 »._M _ .._ ....__1 t _ . } R po i.... I 1 i j.... i _[ ._. u c...;.....*...._..�5.,.._;...,0 4 -1 4.4.)G .....�......... . _ ; _._ T _ ... ..._._ ......................... .Y.__...... I , i ..! L.1.2. . .. 7.77....! ,... .i... . ..... ..... ..... C ..._. .... . ..I._ ..... _.,. ........... 1 ! ._. »_....� i Ave 1 } L P tf4 .... 1 .. i . ...2. .. t 1 2 . .... .:. . . 2 _ .... . ...2.5".1 /.7... t Z. . _ �......_....P i . 1 ; i r 1 I . 1 i+/ t t ) i I �j • ; i 1 : � 1 I 1 1 j I 1 E i li 1 ;P 1 ' Ai 1 i .- - . . ' dn. B i i • i , ( f.. » ; i ( I G �Z I ! I i } i i i ... i 1 ... ... 1 I 1; 1 I i, 1 ; ± i} 1 I ; 1 w I ! 1 1 i , i 1 i ' ( i I 1 i 1 i i . I I • ... : I i 1 I r ; 1 i : i . » ; . .......... .......... a..............._ .. .. ,............ _........._.....,_.._�.... __...._..... i 1 i i 1 f I 1 1 i ........ ..... .... ., 111 . 1 I i i . I ... t ,_ _� KUSSMAN ASSOCIATES Architects, Planners & Consultants January 18, 1996 Ken Nelson Tukwila Building Division City of Tukwila ' 6300 Southcenter Blvd. Suite 100 Tukwila WA 98188 Re: Sunshine Ridge Condominiums Permit #B95 -0128, 0129 & 0130 Dear Ken: In response to your memorandum dated January 16, 1996, we respond in the same number order. 1. Please find enclosed copies of Gas Fireplace Superior #GDV -5000 Gas Direct Vent Fireplace. The unit is listed by Underwriters Laboratories as a vented decorative gas appliance. The U.M.C. 1991 covers them in Chapter 8. Also, please find attached a manufacturer's "vent termination" drawing which shows clearances. The required clearances as shown can be complied with in the proposed installation. 2. We have shown on sheets A7.1 and A7.3 diagrams of the domestic dryer vent lengths and on sheet 7.2 the manufacturer's "Dryer Exhausting Information" for metal ducts and model numbers for the dryers proposed for use. All vent runs do comply with manufacturer's recommendations as allowed by U.M.C. 1903(b). 3. We have added on sheet A1.2 general information regarding Sound Transmission Control which is taken from the 1991 U.B.C. Appendix Chapter 35. 4. We have shown on sheets A7.1, A7.2 & A7.3 the whole house ventilation fan locations. On sheet A7.1 we have called out the fan size, vent lengths and sone P.O. Box 1705, Bothell, WA 98041 -1705 • (206) 861 -7200 • Fax: 885 -1302 Cf ratings. The vent duct lengths will be similar to the domestic dryer vents. We have shown on sheet A7.2 the requirements as set forth in W.S.V. & I.A.Q.C. section 300. The ventilation requirements and calculations have been shown on sheet A4 as well as the fan location and supply locations for the recreation area. 5. We have changed the notes on sheet A15 to comply with the Wattsun program run. We have also added notes on sheet A13 in regard to roof insulation which is 10" thick and will fit into the 2 x 12 joist space and allow an air space above. 6. We have added notes on sheet A13 in regards to the R -19 insulation under the P.T. slab, installation method and flame spread rating. We trust the above information and two (2) copies of the revised sheets will complete your review and allow for the permits to be issued. Sincerely, yle N. Kussman LNK/ksk Enc. P.O. Box 1705, Bothell, WA 98041 -1705 • (206) 861 -7200 • Fax: 885 -1302 fti • li;•t 4 +i , + ' ; ' 2+.w ;';: b � ;Wi' M %;?.',, 1W.9 ariG"' S' vrt n,arx;340,tw..x1P_I:t•MXs ?=.131tIt`, lT•X. • ••; . a^' +." . �'Yf '� 1 ,' K+• iXt + � MrteMP ; ` .l1. ,� �+ �' i; �*#°: �w�# R:•. �, 3, s• .'IL��dr�x?'f�F'�wh�a'�PY?7t`� , r t ..ji I • � ' 'i • II • VY ; Polished stainless steel trim illustrated. JI )\ A Direct Vent Gas Fireplace That Offers More Cost And Energy Efficiency. 4 • SUPERIOR The Fireplace Company } ..;T: ... .......... .:.. .. .. ,.. .. ...., . IS.. .:1 .... r.7C #_lit ;n:. ,. ...:tl' .. r ...::.W,ic7:'.,. :.t. ", rtn ? ?5 . p•.'It:!.;;1vr,�;vp 7 „'t.s:`i . '<Yfrm Superior's GDV -5000 Gas LC... ..:t Vent fireplace can go where Front .��' —i ;I )` no other fireplace could go before. Our GDV directly vents t � 4 '/ 4 ” through any outside wall. So you can install it just about any- where you want. Even under windows and other overhead obstructions. The GDV's direct vent system gives you a superior alternative to ' 1 costly chimney installations. It's perfect for high -rise condominiums and '/'' , multi -level apartments. And, because it's practically a fireplace and heater 21" 3 / 1` in one, it's an ideal choice for room additions too. For added appeal, our GDV features the expansive view and flickering i - orange flames of a real wood burning model. It also has an innovative burner that makes starting a fire as easy as flipping on our standard wall - switch. 'Plus a self- generating, millivolt control system with piezo pilot ignition to ensure operation in a power failure. Three optional trim kits in 351/2" stainless steel, polished brass or antique brass. And your choice of Natural Gas (24,000 BTU) or Propane Gas (21,000 BTU) models. Left To top it off, the GDV provides 75% thermal efficiency. That makes it Side I i,I IA re our most cost and energy efficient gas unit. Listed b Underwriters Laboratories as a Vented Decorative Gas A lanc7 ce. 1 1 I Gas Line Access Wiring ri 25 Access ' � 1 5 „ 31/2" I! N . I. The GDV can be installed flush with the wall, I „ protruding partially or completely into the room, 33 /8 and has a 45 elbow for cross corner installations. 22'/2 " —� : Right . . I MIA I.- Side ►,i �,i ri -. 383 )Box I : Cover 25 lakiikkl ..... Flue • 41/2 3„ Heated S products. ° room air ` out ` � lr 22 — ; r� //� Vent terminal kits i ''• for outside walls � ' ' • i h; :- I ` ;,. ' I 4 /a" -10 /" t hi c k Wti`s Top JAI it I `' O utside . , 21 /1 Room combustion air ) air. o f l in. / 35'/t 1 " Optional Fan Kit. / , Distributed by: Wit a NOT Diagrams & illustrations not to scale, Product designs, 1,1 materials, specifications, colors and prices subject to change or talk � � discontinuance without notice. tows SU PERI' Oft. �. The Firepiace Company A AOMM COYIW(Y 4325 Artesia Ave., Fullerton, CA 92633, (714) 521 - 7302 Printed in U.S.A. ©1989 by Superior Fireplace Company. Plants in Fullerton, CA; Union City, TN. P/N 093468 REV. NC 1/89 ----7--....... pt ilfi Vent Termination Minimum Clearances ..s. - 43, le .- C.) I .-- :: ..-. ... , -Ai 0 .08 _to , 0 - A 4 ... E I Nt ■Inow- • . ,. - V.'"dig:""•4 I IAN -- 01'58'1' -sic es- ,- 13 0 . able Ihed IL • PeP Closed I_ i "N‘ F D . , ,.... hi - .., t Ill 1 It -- r. j • i r..- A ..450.-40....e.„•. .." ._.... K ., ;.! • el :',, 0 - VENT TERMINAL 0 •• AIR SUPPLY INLET ' , - AREA WHERE TERMINAL IS 14CPERMITTED . ,. . . . . - ' : A-12' alearsweetabovegtodkversada,porcitAledtmebaktomy 11-3 kel NottobeinstalletlaboveassettOteplaierestembiradin3fett(90m) :, D-12' Cleadoseekswinikwardoceilwitrurybeopened ' lioniantillykorotheeentre-iteeftheregelow C-9(11S.A_) Clearionetopearnewdyelated wisdom. 1-3feet(USA.) Cletiancetostivieevegultiarsentsullet. 'ai 12' (Gina.) Clentoweetopenseadilyeioseaftiodour 6feet(caseds) . Cleateneetoserricetegulallorvestoritt „ D-111' VeetkAlekausseetovertireiseibtlocaksIabovelhektimindwithin .1-9 Clesnmeissolairsopplyialetiobvibior t''''''i i E-Ir Clestameisamweiriattalsolfti 12'0Camatla) oetheetesbestionairitieltesayabersegsanee F-9 Clesenceloeuttirkettser BC-3fersOLS.A.) Clemoseetoameclassiesisissupplyirki G-Ir aestarcelkobisitlectunter 6ted.(Cseadm) ' le.7feet Clemmeatoveysvedsidevnikoraptivedilivserayloesiedvapiiiesopetty .... bi-i8 Clesoutemodervestesdkposekdeckarlskoely 1 1 • AvelitsholisottembotembeseasiA ewalkoepsveddritieuray whielliskeatedbetweemtwosinglefatallydwellingsandsetvesboadelelliner.- 1 3 "Oaf Petininedffweemaa.poteludedourbeleceyishayeressesteimismaftwosideebeAratheselloor i i NOTE: LOCAL CODES OR REGULATIONS MAY REQUIRE DIFFERENT CLEARANCES . ) ..... , • '' :,•• 1/4..,. . ; ., „ , , .. .. ..; ./ r I a K 0 B E' T ` 11'Hnl•I!titilu \11. -1111 sI :1:I \II 111•. \I I :tiu1111 I!b.ul 111110113 .IHL1 I I 11 / ) 1 I n I t I II \I l I _t �I:H1II ES yl'17I:,llla t \ 1 t; nHl`uH1'Iln\ SI•:1'ITI.IS. \mustmwt slut: i ,.l N1RVI'wtlt II:I.E1'Iru \I: I'_uli) T i1.1110:t 'll \I IT(II ; I '., . 1 S S O C I A T F; S I•\\ l'2111+ 11i21.97-111 11\ m 111 11un rII \tit C I'I\I; I : \I;I \I•:IiRS JEAN ? 5 i(,)' January 22, 1996 C^N%itia NI•T' . Kussman Associates P.O. Box 1705 Bothell, WA 98041 -1705 Attention: Mr. Lyle Kussman Regarding: 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. 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. There has been no change in intent from the 1991 Edition of the UBC to the 1994 Edition. You will note that balconies are required to be designed for 60 psf; refer to Item 12, Table 16 -A of the 1994 Edition. This Code requirement was just relocated from Item 4 in the 1991 Edition to Item 12 in the 1994 Edition. Revise any framing and support beams and columns as necessary. Verify adequacy with calculations. 2. Provide a copy of ATC -7, Section 2.3, regarding plywood diaphragms not requiring chord members, for our review. If this publication does not apply, compliance with our previous comment #6 will be required. Refer to Section 2513(c). 3. Your response to our previous comment #7 is insufficient. We do not find adequate 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 still do not show adequate load paths. a. The details on Sheet S4 only cover Shear Wall Types B, C, K, L, & M. The details shown on Sheet S4 only apply to generic conditions. There are actually various roof conditions throughout the project. b. For an example of some of the apparent roof conditions, refer to Sheet A15. It appears that Sections B, D, E, G, and H are cut at shear walls.• At Sections 8 and E, a load path needs to be identified at the roof due to the provision of the roof vent. This also applies at the lower roof at Sections D and G. The drawings need to indicate the spacing and size of the vent holes and the structural integrity of the roof sheathing needs to be evaluated for adequacy. w ^ I I January 22, 1996 Sunshine Ridge Condominiums Page Two c. We are concerned with the sleepers under the roof sheathing. This is not depicted on the structural drawings. Clarify nailing to assure an adequate load path. For example, Shear Wall K, Building B, is shown on Sheet S3. The architectural detail is shown on Section A /A13 at Grid 5.5. The roof sheathing is not connected to the shear wall or the blocking. The revised Detail K /S4 does not depict this situation. 4. Clarify construction at the raised sloping roof shown on the architectural drawings. Refer to the details on Sheet A15, for example. At a minimum, solid blocking is required between roof joists at supports. Refer to Section 2517(h)7. Please forward a copy of this letter to the structural engineer of record, Mr. Darrold E. Bolton, and the structural slab design engineer, Mr. Rick Fine, from Fine Engineering 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:3 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t08'3.doc RE COVED JAN 2 5 1996 COMMUNITY DEVELOPMENT (. KUSSMAN ASSOCIATES Architects, Planners & Consultants January 15, 1996 RECEIVED? JAN 1 7 1996 Robert Fossatti and Associates 401 Second Avenue South ROBERT FOSSATTI ASSOC. Suite 503 Seattle WA 98104 Re: Sunshine Ridge Condominiums City of Tukwila Building Permit #B95 -0128, 0129 & 0130 _..�_..,.; RFA #95102 -08, 09 & 10 - Dear Structural Examiner: • Please find attached two (2) sets of revised drawings A15, S2 and S4 i of the above project together with the structural engineers reply to your correction sheets dated January 8, 1996 and one (1) set of revised calculations. In response to your item #1, Mr. Mark Goldberg managing partner of R.S.A. Associates, establishes by this letter Mr. Darrold Bolton as the structural engineer of record. Mr. Bolton is the responsible engineer for structural coordination and review of the structural design of the above project including the post- tension slab design as prepared by Fine Engineering, Mr. Rick Fine, structural engineer. In response to your items #2 thru #17, please see replies by Mr. Darrold Bolton, engineer of record. In that this is the second response to your structural review, we would ask that your response to this submittal and review be pre- formed as quickly as possible. The owner, R.A.S. Associates, and the lender wish to begin excavation in the next 10 days. The City of Tukwila's department of Public Works and Planning have signed off on the permit application and the Building Department is only waiting on your acceptance of these revisions so that they may issue the Building Permits. Sin erely, cc: Duane Griffin, City of Tukwila Ken Nelson, City of Tukwila Mark Goldberg, Owner • . Darrold Bolton, Struct. Engineer Lyle N Kussman Architect /Agent LNK /ksk P.O. Box 1705, 13oWe11, WA 98041 -1705 • (206) 861 -7200 • Fax: 885 -1302 • t XelitZLrei SHEET NO i ' OF 2 DARROLD E. BOLTON cALcuLATED ay .PEA ' ' 'Om ///-4/9 Consulting Engineer CHECKED EN - SCALE ": $ t 1 1 1 I I 1 I 1 I 1 I . I I i 1 i . 1 . . ' ''' '': '' . . - . . . . 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I -1 • - 1 • Jos '. .5/JA/ tii /,i I`/ ; ' ' ?iA7'f'. . . . - ;ri r ,- MIT NO X .A. ...O '.. 2 . ip . DARROLD E. BOLTON . . / /� • Consulting Engineer Q�u cuu*so w : t t;'OA n. ` 3 �G t CHICK= BY r OATl . .... i IIMOMPP,99-11 ; PRP '. - _ ..11/ERinilili11111111111 Ii■■■■■■_■ mmmmmungiiiiiiomllhollbillIllIllIllIll S i it.... 4 11:_ry_ ..,.0 ...- .... ,4 . 41111V.PIff..19•11111 IMIIIIIMIIIIIIINIIIIII ■ _ ■1ii■ rilEimPAI ■■ ■■ ■■ 1111_ FISIM1111 .f litiMillillifil mall= MN= : II ■■ ■ \ar:./ ■■ ■■a■ ■ ■B! } e a 1 �� � , N01, 71 ■�■ . _ • • . _■____ ■_ Ii • 1 1 r , ■ � III 1 • • - ' ■■■ii F2I ■■■ 5 ERE " Milliallal. ar PIFJPIMMIIIII i ■ _ _ _ _ i ___ ■■ .erg■■■ s IMMirrfflariffra a__ __� .. ■ _ _ -_ ■ . II leer �!� ■ 1 1 1 i, i -----r - minsii•al . ILE' I.': p . 1 1 1 . . . _ menumumv. 0. . p'.,' _ Jos .Sl,/.t/SI'�lit/C , ';' i v it i OE , SHEET NO O� .. . DARROLD :E. BOLTON CALCULATED SY AD '� w ' '' ` DATt `'' , f�! ,f j�s .• Consulting &Omer CHECKED SY_.. ' , DATE RE % ' SCALE _..C12.. •.. . •=..6.47 - 10 [L,�._._. Z _. _.[.L?. A �..1 ,S _EPA_ AA __WALL ........0......_ . .__ _..___.. -� ii: 252 . 1 - g. _T'..4.--.....1.! _._.....�... -. ` .30 ..._.'. ' �. ... . —. , sT .,� A _ * . _ ! _ ? ._.y ? . a' _ ' __...._...._.... _ _....___ _._._ .___. 1. 0" 742 P. ;- • • , .3-.2..6._:::..R....24 ...,.. ':'. lia.71-A_f_IP- - . - 1.4z. _ ..,, 3 * , 4 . i .., -,..... - „.. At /1 --=' .605:. — 4.21 ' • • 45...• . 62 * • • • • ............ . , JOB sLiNshtm/e‘16.i4fie': . SHEET NO. .r..5 . 7 ' .. : OF . • DARROLD L BOLTON ;,, ...., ;',,:,*:. oAux ,t4 ...• Consuftlreig Engfneer ... ',: :,....--:,'!. • : • . DECKED ay ' PEk. :.//-3/94 SCALE : - ) • ; ' : '. ': ' ''."- , , '.: . ' , ' • • ._ 4 . ......_ 4 . : 4o.........A..- .._ ‘,........e.- _.,/t.t ..e....y,iv.... ail.r..).. k I _ gc•r i • 1 • Is ......_ —...5.../1.,,g 4.......... . ..er..2, .5._ ...n... 4.. ....... ./..1:2W............_ ._././...< .104.,(... ..e...". i I • . • 1 I 1 1 &(S dee f I „.. ' 1 I 1 IR4' 1 ri .1 . 4 i - I i 1 et 41, sy 1 ..1 1 1 I 1 '' 1 I , /2 1 = .• 47 4 - I • Ili -r_. . .. .4.9.1 1 i .#.1 t , /I ,,... ' I 1 A: ../ % -- as e 71- . / 5i4ePs K ii _.... 1 1 .„ kleVAWA;j4_ 1 ..._ . . Rp Z. 1 .I . ... • 3 1 +- ro ,' ,_ — , ,, .. '7/17:” -7r-- nir 7z-we: A , f 1 14 .-.0 #7- 1 1 1 A 1 Lr . .. . . 1 . : .......— -..--- .. - ... . , # ror A 5 . 5 J - i • .P.Ar. I 12 i,,i) W 4 A...J.1Y;L:.2 i.:D.e.s < ...! i . , i f , 1 , :. r. 1 1 , • . , 1 , 1 • , , , I : 11 . • ,o, ....Sews. 1/, .-j '%b(3e . 4p rS.• — SHUT NO. $¢ of . DARROLD .. E. BOLTON aucuutto w - fj ..: oATi 4 /9/1 1, 1 • Consulting EnElnw . oHICKID DY oAYDRAVA 0/ . ) . SCALD q 7404 . .. .M,____IPI, . filltir anrilliliNMEM . ■■ ■■■■ ■■■■■■ ■■ - . ■ ■ ■111 1011111- 11,1 ____.4ei..eg.....Sii i - , . Mini 0 4 t # • .. Joe • -540e/51-PA/ flu/'. ' Afi r‘ . MEET NO. OP • DARROLD L BOLTON Consulting Engineer CALM/1AM SY ..,de .. = Daft CHECKED WI . . ORB . SCALA fl ___147:.(2f4 1• .4 6,... .■ :$7,7.......71164/. liger.M11111111 III _1 1 11101111111101111111 . ___....e - alit. ...p..-.. .. _. 4 id.. r. 7 idize,..Q.Ji/pra _aga . in, v • " ME .. M ill MINIM_ ______ 3,s- , ji 17_, .04..4- tiiiiiiiiii al NIIIIIIIIIIII ■Illiiird mai 4.. ____ lf,„.. it -li i N,. p ____.-ir JIM, .i . NEON ,.. ,,,.. ,,4 :. 0 • PAIIIIIMIELI ArgiMPIRXM , • , — REINIF Al ---- 11 imi-rof ' -9S e SP P 4 , 7= - 4 1 5 - MillilillES 2 AM _ . . . -NI FM - .271,frrin , - 7i 5- A 1111111/111M.28, 1 ItERNIIMP. ai I -4111111b"... 111111E2111111 , M --.1. libliiiiiiiitel.. arjapormas Mg , : ! 11.51111,111111111111 . MI _T Eme.zargar t ma NI ma • ....._ .._ __........... .. _........._ mu- m _ _ m --- — • • ;;i3 rArAiRovamAxigemqvxzremronmv=avA,/,,,....,,,Apqrsovmmiotottrov-mitM-TrANIMIMMertren. RECEIVED __ Geotech Consultants Inc. JAN 1 6 1996 13256Ncist Siut,Stic 16 Bekwe,Wthigon911003 (2)6)747-5618Fax(206)7474561 TUKWILA , WORKS Memorandum • To: Kusaman & Associates , Page 1 of 1 RECEIVED Attn: Lyle CITY OF TUKWILA Fax: 206-885-1302 .;• JAN 1 6 1996 From: D. Robert Ward PERMIT CENTER Date; January 15, 1996 Re: Proposed Sunshine Ridge Condominiums Rockery Considerations Geotech Job Number 94076 We had prepared a geoischnical engineering report dated May 13, 1994 for the project in which, on page 9, we staled 'Tiered rockeries are not recommended unless there is sufficient space to construd upper tiers that do not exert lateral pressure on the lower tiers. The base of the upper wall of a tiered rodcery should be set back fibm the rear of the hoer rocks an amount equal to the height of the lowerliers." Gectech Consultants reviewed the poled plans in an eater letter, but spelcificoily today I reviewed excavalion pole EX3 which indiozdes tiered rookeries v.4 be used. The pale cates that the rockeries woof height and sepwatIon such that the tiered rockeries confani to our above-noted recornrnendabon. The upper rockery is designed ask) not exert lateral pressure to the hoer rockery ter. The tiered rockery as shown should not have any adverse effect on off-site structures. • If there are questions, or if I can be of further assistance, please call Sincerely, 4 • D. Robert Ward Senior Geotechnical Engineer cc: Mark Goldberg (4 z-'7) • TOTAL P.01 FROM KUSSMAN RSSOCIATES 4. 5.19 5 11:36 P. 1 i ( KUSSMAN ASSOCIATES • ARCHITECT, PLANNERS at CONSULTANTS • FACSIMILE TRANSMJTTAL SHEET DATE: TO: Ji Y or jv, AAA L A l' 11.Lfa2. 7•A ATTENTION: ea Al daLS6 REGARDING: cRvv cwt. g1 Lt ",a El Jzar C- Poi pL M a *Elmore r, adi4,ivA✓C A r.A.wJi ___......... 00 Ai . FROM: KUSSMAN ASSOCIATES 18640 NE 67TH COURT REDMOND, WASHINGTON MAILING ADDRESS: PO BOX 1705 BOTHELL, WA 98041 -1705 PHONE: (206) 861 -7200 FAX; ( •) 885 -1302 • CONTACT PERSON: PROJECT NO.: 71a c ' THIS TRANSMISSION CONTAINS _._. PAGES, INCLUDING THIS COVER PAGE. IF ANY PAGES ARE MISSING, PLEASE CONTACT ME AT THE NUMBERS LISTED ABOVE. RECEIVED CITY OF TUKWILA J 1 2 1996 • t'"" PERMIT CENTER 1 I • FROM KUSSMAN ASSOCIATES 4. 5.19 5 11 :36 P. 2 : Eul1.1) !4G - A ( 'PL *MIT' - oiZ . WATT5UN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A :\ \9406 - A2.MS HOUSE ID: 10 UNIT Site: 15200 Macadam Rd. Analyst: Tukwila, WA 98188 Jurisdiction: Tukwila , WA (206) - Utility: Puget Power Homeowner: House Type: Multi - family Floor Area: 11507 tt2 ( ) - Builder: R.S.A. Weather Data: Seattle, WA P.O. 1705 Climate Zone: 1 (206)861 -7200 The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 1711 1606 Btu /hr -F ENERGY BUDGET 3.56 3.01 kWh /ft2 -yr REFERENCE DESIGN Reference • Component Value X Area ■ UA SO Wall 2' U -0.043 51 2.2 BO Slab 2' F -0.690 29ft 20.0 DO Wall 3.5' U -0.041 125 5.1 BO Slab 3.5' F - 0.640 31ft 19.8 BO Wall 7' U -0.037 242 9.0 8O Slab 7' F -0.570 29ft 16.5 On Grade Slab F -0.540 425ft 229.5 Glazing 0154 17-0.400 1726.1 690.4 Doors U -0.200 645.0 129.0 AG Wall U -0.058 7449 432.0 Ceiling, Vault U -0.034 . 4620 157.1 Infiltration ACH -0.350 99310ft3( 634.6) Reference UA 1711 PROPOSED DESIGN COMPONENTS Component Description Value X Area ■ UA BO Wall R13 Batt w/R10 Full Slab 2' depth U- 0.061 • 51 3.1 Items in' parentheses not included in COMPONENT PERFORMANCE totals. RECEIVED page 1 JAN .1 2 1996 ����riT rFkiTE.R • FROM KUSSMRN ASSOCIATES 4. 5.19 5 11137 P. 3 SU I{.P b4 , �� PERmiT f 895 — Ol t _....,... ............................ smmmms• s• ss.<se•s•t•wOS•erwv�wSNSe•Ne��� WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A :\ \9406 -A2.WS HOUSE ID: 10 UNIT w�e• s.. w�w���s�s�a. anes�. �..-- sr, w: www = : = :�:eer:e.:.wwwwrw�r�eee.�a�e sG Slab F -0.346 29ft 10.0 B O Wall R13 Batt w/R10 Full Slab 3.5' depth U -0.058 125 7.2 BO Slab P -0.326 31ft 10.1 S G Wall R13 Batt w /R10 Full Slab 7' depth U -0.050 242 12.1 BO Slab F -0.296 29ft 8.6 On Grade Slab R10 2' horizontal w/TB F -0.540 425ft 229.5 Glazing 810% 2g1 Wood/Vinyl } -1/2", LoE U -0.510 1120.0 571.2 Doors Metal 1 3/4 ", urethane flush +tb f! U -0.140 215.0 30.1 2g1 Half Lite Ins 1/2 ", L0E U -0.270 430.0 116.1 AG Wall R22 STD Lap Wood U -0.060 8055 483.3 Ceiling R38 batt Vault vented 2x14 16oc U -0.027 4620 124.7 Infiltration Standard Air Sealing ACH -0,350 99110ft3 (634.8) Proposed UA 1606 Struc Kass Light Frame, Sheetrock walls M- 3.000 11507 34521 Add'l Mass Concrete 4" M- 10.300 4620 47586 HEATING /COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Electric: Zoned System Efficiency: 100 8 Modified Efficiency: 100 8 Design ACH: 0.60 Design Load(at 44F dt): 118552 Btu /hr Total Load: 118552 Btu /hr System Size(Output): 43.5 kW (125%) Average Annual Heat: 50200 kWh Annual Cost: $ 2750 Ventilation System: Integrated Spot i Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Load(at 4F dt): Btu /hr System size( #over): tons(8 0%) .Annual Cool Requirement: kWh /yr Solar'Access: Unshaded w /solar access .imm.mmmummil mumu � � .. Page 2 - ...� ---- -= - - -- RECEIV 1 K W � .. ILA JAN. 1 2 1996 � � 1 PERMIT CENTER • • .x:.S.:e...,..... ...... «......... ,...... .,........_ ..- ...._.....e.............-" -' ---'-'., ,...._, ..,..,......,a......,..aa..rrta aare.Grkvri su.. w+ rn- d. ....__..._......«............. ..........,.....,.... _.._... ...aawsmuaaremrpqyt�ltn!xec' FROM KUSSMRN RSSOCIRTES 4. 5.19 5 11137. P. 4 1 3 U I LI) / ►I Cs ' A t . . ? a : k m IT # t o 5 — ..0 1 2 8 .::: , ........ ... . NATTSUN 3.3 1994 NA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 PILE: A :\ \9406 -A2.NS HOUSE ID: 10 UNIT GLAZING ORIENTATION PROPOSED PROPOSED South 951.0lt2 North : 168.0lt2 Southeast : Northwest : East : 21.0 Nast : Northeast $ Southwest : E!! 9 Gis: 5.7% • • Economic and energy consumption estimate, are designed for comparative purposes only. Actual cost for heating will vary depending on weather RECEIVED conditions, occupant lifestyle and other factors. •�•••• Page 3 - ---- -• CITY ri aivamt JA N. 1 I PERMIT CENTER FROM KUSSMRN RSSOCIATES 4. 5.19 5 11137 P. 5 8ui,v,4s 8 i otA4 or 4f 895 o/2y $..................................... mmmmmmmm mmmmrmmmmmmoimammmammmm NATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\ \9406 -132.NS HOUSE ID: 21 UNIT Site: 15200 macadam Rd Analyst: Tukwila, NA 98188 Jurisdiction: Tukwila , NA (206) - Utility: Puget Power Homeowner: House Type: Multi - family Floor Area: 23394'ft2 ( ) - 1 Builder: Weather'Data:'Seattle, WA P.O. Box 1705 Climate Zone: 1 (206)861 -7200 e��et l==smmS' a' �QI IMMI�LWlM�MISM�M -2 � 'f'�!!'i!!!a'11C! The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 2621 2599 Btu/hr -F ENERGY BUDGET 2.28 1.83 kWh /ft2 - yr mmmmmmmmmmmmmm�mmmm ===..m..mamm em =oa =sx== asmms. .....ram...mmaar...m.. ...... ...,. REFERENCE DESIGN } Reference Component Value X Area m UA Floor U -0.029 5522 160.1 Glazing 815% U- 0.400 3509.1 1403.6 Doors U -0.200 430.5 86.1 AO Wall U -0.058 12679 735.4 Ceiling, Vault U - 0.034 6928 235.6 Infiltration ACH -0.350 197367ft3(1264.1) Reference UA 2621 PROPOSED DESIGN COMPONENTS Component Description Value X Area - VA Floor * *R19 Batt below P.T. slab U -0.045 5522 248.5 Glazing 814% 201 Vinyl 1/2" w /low -E U -0.410 3197.3 1310.9 Doors **1 3/4" Urethane Flush U -0.170 430.5 73.2 AO Wall R22 STD Lap Wood U -0.060 12991 779.5 Ceiling R38 batt Vault vented 2x14 1600 U -0.027 6928 187.1 Infiltration Standard Air Sealing ACH -0.350 197367ft3 (1264.1) - - - -S Proposed UA 2599 m..mm mr wswMmmm.........wmmmMmmmw- s- mwmsmmu m um MMMMM..mmommismammmorsm Items in parentheses not included in COMPONENT PERFORMANCE totals. R EC t CITY OF TUKWILA ** Denotes non - standard values - check calculation of thermal value. mmmmmmmmmmam..�- ..m- ..mmmmmm Page 1 mm- mmw -mm ��°•' PERMIT CENTER FROM KUSSMRN ASSOCIATES 4. 5.19 5 11138 P. 6 ON 1 5 U 11..1) Ca � TERM :T * $4$ - 0 1 2 9 `_... wewwrrawwrwa.a.rwa rwwrwr�..�,�rr+rrrrrrr WATT5UN 5.5 1994 NA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 PILE: A:\ \9406 -112.W3 HOUSE ID: 21 UNIT r�rrrwawrrwwrwr }rr :amaverrrra�s��rrraa :Era �wrworrwr Struc Mass . Light Frame, Sheetrock walls M- 3.000 17072 53616 Slab w /carpet w /pad, Sheetrock wall M- 5.000 5522 27610 Add'1 Mass Concrete 6" M- 15.400 5522 85039 Concrete 4" M- 10.300 5522 56877 HEATING /COOLING/VENTILATING SYSTEMS PROPOSED =• Heating System Type: Electric: Zoned System Efficiency: 100 4 Modified Efficiency: 100 % Design ACH: 0.60 Design Load(at 44P dt): 209712 Btu /hr Total Load: 209712 Btu/hr . System Size(Output): 77.0 kW (1254) Average Annual Heat: 62100 kWh Annual Cost: $ 3400 ventilation System: Integrated Spot i Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Load(at 41P dt): Btu /hr System Size(4Over): tons(! 04) Annual Cool Requirement: kWh /yr Solar Access: Unshaded w /solar access GLAZING ORIENTATION PROPOSED PROPOSED . South : 1039.ft2 North : 808.tt2 • Southeast : Northwest : East : 240.6 West : 308.6 Northeast : Southwest : Eff S Glz: 6.9% RECEIVED CITY OF TUKWILA JAN 1 2 1996 PERMIT CENTER f mmamwwr m.m............mimmimmarmmummummusammummaummagemaimmaiimm Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. FROM KUSSMRN RSSOCIRTES 4. 5.19 5 11139 P. 7 R Lc xe-AT TEitm IT ' 1395-...136. .1y.r........t•ww......a.... ...a....a.w..s.sr.ar.Mr�M $ATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT ,11/14/95 FILE: A:\ \9406- REC.W3 HOUSE ID: Rec. awawaasar_waw--- - -aa-- = nmaigaa= aaaww:.saws=.s.:asaa:eela=aa Site: 13200Mcadam Rd. Analyst: Tukwila, WA Jurisdiction: Tukwila, WA (206) - Utility: Puget Power Homeowner: House Type: Multi - family Floor Area: 1915 ft2 ( ) - Builder: Weather Data: Seattle, WA Climate Zone: 1 ( ) .wawAra..a�ade.: v���a�aa ..ar.�aa.aa.ar�ya�..r•aas:•... The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 416 435 Btu/hr -F ENERGY BUDGET 2.60 2.58 kWh /ft2 -yr �wNawawad��..� .a....aa...a.a...... REFERENCE DESIGN Reference Component Value X Area : UA BG Wall 7' U -0.037 1283 47.5 BO Slab 7' F -0.570 140ft 79.8 Floor U -0.029 1915 55.5 Glazing 0154 U- 0.400 287.3 114.9 Doors U -0.200 80.0 16.0 AG Wall U -0.058 741 43.0 Ceiling, Attic U -0.031 1915 59.4 Infiltration ACE -0.350 16122ft3( 103.3) Reference VA 416 PROPOSED DESIGN COMPONENTS Component Description Value X Area ma VA BO Wall R13 Batt w /R10 Full Slab 7' depth U -0.050 1283 64.2 BO Slab F -0.296 140ft 41.4 Floor * *R19 Batt below P.T. slab U -0.045 1915 86.2 Glaring 898 2g1 Wood/Vinyl >ml /2", LoE U -0.510 138.0 70.4 2g1 Alum w/TB .c1/2N, Ar +LoE U -0.620 40.0 24.8 lam Items in parentheses not included in COMPONENT PERFORMANCE totals. CITY OF TUKWIA ** Denotes non - standard values - check calculation of thermal value. 1gq�i ........ �� .......�...�. --- Page 1 .......�. R ,, : PERMIT CENTER FROM KUSSMRN ASSOCIRTES 4. 5.19 5 11:39 P. 8 1 6- cmE.ATi 6 - NAM IT 895 r90 ..ONN....wY.a..... ...oawaataaMaaaa WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT' 11/14/95 FILE: A:\ \9406- REC.WS HOUSE ID: Rec. wwawwwawa..a o�me� :z =ms =aa.ssasawanaa Doors Metal 1 3/4 ", urethane flush +tb fl U -0.140 80.0 11.2 AG Wall R22 STD Lap Wood U -0.060 850 51.0 Ceiling * *R19 Below P T Slab U -0.045 1915 86.2 Infiltration Standard Air Sealing ACH -0.350 16122ft3 (103.3) Proposed UA 435 Struc Mass Light Frame, Sheetrock walls M- 3.000 1915 5745 Add'l Mass Concrete 4" M- 10.300 1915 19725 Concrete 6" M- 15.400 1915 29491 HEATING /COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Electric: Zoned • System Efficiency: 100 % Modified Efficiency: 100 % Design ACH: 0.60 Design Load(at 44F dt): 26943 Btu /hr Total Load: 26943 Btu /hr System Size(Output): 10.0 kW (1254) Average Annual Heat: 7160 kWh Annual Cost: $ 400 Ventilation System: Integrated Spot • & Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Loftd(at 41 dt): Btu /hr System Size(%Over): tons(@ 0%) Annual Cool Requirement: kWh /yr Solar Access: Unshaded w /solar access * ** Must have solar site survey * ** GLAZING ORIENTATION PROPOSED PROPOSED South : 178.Oft2 North • ft2 Southeast : Northwest : East : West Northeast 1 Southwest : Eft S Glz t 6.0% amemm�mrmiNumm Economic and energy consumption estimates are designed for coaparativ RoFET ��A month, purposes only. Actual cost for heating will vary depending on month, conditions, occupant lifestyle and other factors. JAN 1 2 1996 PERMIT. ,mNTER • • FROM KUSSMAN ASSOCIATES 4. 5.19 5 11:19 P. 1 R 0 B E R T •1 PUI%l mlIlt1l .1111 5I4:1IN11 tU { \I It Sit! 'III nli.ul•III IIIPn•:Lstul7 ?I• I I 1' \ I t ( �` \I)) `r ( I I I r I l i RI:I1t1Cl : I 1 : .qua : i i 1 1.1 1 C11111111/MtIN l.: 111.6, ��:+�:;lU�l.r \ MINH Ilu�ul,l I 1 I MAU 1411 1:1 117.1 ?I 'III IM;; (21114) lit. I - INll;l I MEN 111\P. 11114)11 .41:144P 19 A S S O C I A T fl S V %X: lLOU) O 1 -Dn•111 1: In .0 -ee 4 :40:141I :rI.c: l• \UI \141•:114 RECEIVED CITY OF TUKWILA JAN 1 2 1996 January 8, 1996 PERMIT CENTER • • FROM KUSSMRN ASSOCIRTES 4. 5.19 5 11119 P. 2 ( ( January 8, 1996 Sunshine Ridge Condominiums Page Two 1. We de 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 s11uw adequate load paths. 8. We do not find the floor sheathing thickness called out on the structural drawings. Lateral - Building D 9. For the calculations on page 39 and 421 a. The shear value of 10d nails at the floor level connections cannot be increased 30% as shown on your calculations. This 30% increase only applies to wood diaphragm calculations, as permitted in UDC Standard 25 -17, Section 25.1724(a). b. The value of 10d nails must be reduced by .82 when naillny lulu Kem- 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 /6") 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 lu Shear Wall Connection Details at Walls M and K, Sheet 94. 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. Load. 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), Exceptlun 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 at Party Wall D? Details must be provided at this condition; clarify the drawings. 5ee comment #9 above, 13. Typically, all the architectural details on Sheet Al5 should be revised structurally to show an adequate load path at all condition*. Below are two examples, chock 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? 1 0 , II , I • iQ1 Di r} 1. v:!• n'•:. r: x. e�. c. v,. e.+. a..., wex-.n......•...,.. ww.. ..:,..n•.r.........m....make..1. 510\11KAU&vtrkeetI lieVaMtn,e 1711. 0A. xe.,..,.. ...............» w .........w.......+..+.w.+.n+aare woeba'rnUrtsn79r • III I :' • • . .. . ;__... .. n.. ... >[- .•a.,,s- ... :..:,..,..,,.. _.__..._ • n• gnu: >a51 Ce... .:; z:csJ;2iln ^.. .n, a•.eo:.ry rc,t >.,. ,,... v,... w.. •. ....:...... .. DARROLD E. BOLTON • CONSULTING ENGINEER 16301 N.E. 8TH ST., SUITE 100 BELLEVUE, WA 98008 (206)562-1173 RECEIVED JAN 2 1995 December 28, 1995 DEVVELOPMENT • Steve Lancaster Department of-Community Development City of Tukwila 6300.Southcenter Boulevard Tukwila, WA 98188 Subject: Sunshine Ridge Condominiums Macadam Road Tukwila, WA Dear Mr. Lancaster: Tkis letter is to verify that I nave reviewed the structural design! of this project as shown on drawings by Kussman Associates, revised December 27, 1995. Included in this review wee recommendations by Geotec Consultants, Inc. in treir letter dated December 22, 1995 as well as their previous report dated May 13, 1994 and letter dated November 14, 1994. • I have found no conditions which would require modification of tke • original design. Since tke design is based on recommendations of Geotec=3 Consultants, all of their requirements should be followed, particularly in regard to backfill construction. • Sin 'erely, ov o E. 8 QQ` ov WA S��� Dariold E. Bolton, P.E. Ar s c <c ., l 2 /Mark Goldberg ti " ca: RSA Associates/Mark Kussman Associates/ Lyle s ,, . •, L le hu.anu3n �� . ' • t 'V/ONA1.t `} "4- 1EXPIRES /d /� / ��`' , RECEIVED CITY OF TUKWILA CITY OF TUKWILA DEC 2 7 1995 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 PERMIT CENTER * * REVISION SUBMITTAL * * • DATE - .DEG. 2'7, 1 94 5 PROJECT NAME Srl TtDac r!oNacin/ni/ums ADDRESS MACH Dp rt't oo AD _TO K'D I L.4 , CONTACT PERSON LYLE i U55MA.0 PHONE (20c) 84, I- 720 ARCHITECT OR ENGINEER TS o S s M AA) 4 S s o C /ATE S PLAN CHECK/PERMIT NUMBER 395- o /28 B15- O /29 B 95 - a/36 TYPE OF REVISION: We Os El) J3 clrr-D 'Ai as L oc4r76•, 4.0D k T. I Cd,w4E (I/P 3014P/4 45 3 o f &S.S'T Wig /sE'D 3 A•Jo (2) 7tE✓is .-- 00F• To /11,47 4•6/ ad/LD /,)( •46,16497/O47S C B ) tRE ✓ 1 S E D C ' r L ' u . . . 1,14 T o c D l o i v O & 7 c 7 7 ' L (4) Amid - WEI) C 14 t. - r?Aw /aas - 70 'a7em /T OA (5) 41:1 Pcp /dam : £ 1, /D A ///o / To r1 �J6 ( ) t�darniT7E'A /wo CT) r /ES of d o ?z. & r s & 1 7 SHEET NUMBER(S) Te S uS /41T7E ALL d a a E rS ( 44 3 +4 E ET 5) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: U t o"r10 4 )E PA2T/?1E AJ i - • • • G E O T E C H December 22, 1995 CONSULTANTS, INC. 13256 N.G. 20th St. (Northup Way), Suite 16 JN 94076 Bellevue, WA 98005 (206) 747 -5618 FAX 747 -8561 RSA Associates Limited Partnership do M.S. Cavoad Company, Inc. CITY of TUKWILA 4739 University Way Northeast, Suite 1607 Seattle, Washington 98105 DEC 2 7 1995 Attention: Mark Goldberg PERMIT CENTER Subject: Geotechnical Engineering Considerations Proposed Sunshine Ridge Condominiums Macadam Road Tukwila, Washington Dear Mr. Goldberg: On May 13, 1994, we completed a geotechnical engineering report, which included six test pits, for the proposed project. However, the project plans changed after the test pits were excavated, and excavation depths for the project now exceed the maximum depths of the six original test pits. Our report recommends additional explorations if deep project excavations are proposed. Recently, the City of Tukwila required additional explorations, and shortly thereafter we returned to the site to observe the excavation of additional test pits. This letter mostly addresses geotechnical engineering considerations for temporary cut slopes based on soil information from all of the test pits. Other geotechnical information is also included in this letter. In addition to this letter and our geotechnical engineering report, we also provided a letter dated November 14, 1994 that addresses the concerns the City of Tukwila raised. On December 4, 1995, a senior engineer from our office met with you on the site to observe the excavation of three additional test pits. The test pits were excavated with a track -hoe near the site's southeastern corner, northeastern corner, and about 120 feet west of the northeastern corner. The proposed excavation depth in the northeastern corner is approximately 18 feet, and the test pit in that area was excavated to about 17 feet. The other two test pits were excavated to about 10 feet, as the excavation depths in these areas are less than the excavation depth in the northeastern corner. In the southeastern corner, the test pit revealed approximately 1 foot of loose fill over medium - dense, native, gravelly, silty sand. In the northeastern test pit, the uppermost soil consisted of 2 feet of loose fill over gravelly, silty sand that was medium -dense at the top and became dense with depth. Under the gravelly, silty sand, sandy silt was found at a depth of about 12 feet. Heavy groundwater seepage was encountered at the silty sand and sandy silt interface. In the test pit on the northern side of the site, we encountered loose fill over medium -dense to dense, gravelly, silty sand. 4144 :h� • • RSA Associates Limited Partnel ship JN 94078 December 22, 1995 Page 2 Following our exploration, we had numerous conversations with Mr. Goldberg and the project architect, Lyle Kussman, regarding the temporary cut slopes. Based on our conversations, Mr. Kussman designed the project to avoid shoring on the eastern side of the project. We reviewed Sheets Al, A18, and A19 of the project plans dated December 15, 1995. These plans include numerous cross sections of the proposed excavation. CONCLUSIONS AND RECOMMENDATIONS In general, the soil conditions we observed in the recent test pits were very similar to conditions in our earlier test pits. Temporary cuts of 1:1 (Horizontal:Vertical) are suitable for the project. Each 1:1 (H:V) cut should extend continuously between its top and bottom; no near - vertical cut should be made at the base. Based on the December 15 plans, it appears that temporary cuts of 1:1 (H:V) can be made within the property lines. Significant groundwater was observed in one of the recent test pits, and therefore seepage from the temporary cut slopes is likely. If any caving occurs due to the seepage, the caving area should be armored using 2- to 4 -inch quarry spells. In addition, we recommend that at least four concrete ecology blocks be available on the site during excavation in case some instability occurs in the cut slopes. Additional blocks may be needed, and they should be available within eight working hours. We understand that on -site soil will be used as backfill where possible. Most of the soil encountered in the test pits consisted of silty and slightly silty sand. Because of the silt content, we recommend that the backfill within at least 18 inches of the building foundation walls consist of washed rock. The washed rock should be separated from the silty backfill with a non - woven, geotextile filter fabric, as noted in the Drainage section of our geotechnical engineering report. The silty and slightly silty sand was generally above its optimum moisture content during our recent test pit excavation, although some of the less silty material was near its optimum moisture level. Soil used as structural fill should be at, or near, its optimum moisture condition in order to be adequately compacted. We understand that the owner wishes to utilize structural fill beneath footings on the building's southern edge, and that the use of the on -site sand as structural fill is desired. It is our opinion that unless most of the sand can be dried somewhat, it will likely be too wet to achieve compaction recommendations under footings. (These recommendations are given in the General Earthwork and Structural Fill section of our geotechnical engineering report.) Drying could be done by aeration during warm weather or by the addition of kiln dust. The on -site sand is likely suitable to use as fill beneath the slab, but some drying may be needed if the sand is very wet. OEOTECH CONSULTANTS, INC. e:: it F' Y. �(; u: 3. i. m .tv.....r..r.............n.«.n. « .. _. .. _ .. __ .................... r+ r« rwwr. e' Mnwi3wu. atltfi' DY. WR: dT ➢.Ch11iYRYikG±yr +rx+rtmw..r.... ..f,..... ....._._.�..._�.............,r v «in+«iw•.a+•aw..w..c+nw RSA Associates Limited Partfciship JN 94076 December 22, 1995 Page 3 If you have any questions regarding the recommendations presented in this letter or if we can be of further service, please do not hesitate to contact us. Respectfully submitted, • GE* CONSULT TS, INC. I � D. Robert Ward, P.E. Senior Geotechnical Engineer FI o ti // c y. ce 12/9a/`7s EXgtES 8/17/94 1 James R. Finley, Jr., P7E: Principal DRW /JRF:jcv cc: Bulloch Construction - George Bulloch Kussman and Associates - Lyle Kussman OL CONSULTANTS, INC. sl:sr. +�,::.'• k:x.rr.F:.,.,..,.•. «...,. ,..'.....•.......,..._. .,.. W.,nv. s... aaY wM(7,4•0 "PI, h27 e.,”. 71 :asrrt�:c " i"? t. Stvaw a riar ggS1455 reAVePt0AVMDtk'iLI~M11 S • Excavation Monitoring Prior to commencing excavation, we recommend making an extensive photographic and visual survey of the project vicinity. This documents the condition of buildings, pavements, and utilities in the immediate vicinity of the site in order to avoid, and protect the owner from, unsubstantiated claims from surrounding property owners. Additionally, the excavation slopes should be monitored during construction to detect soil movements. To monitor their performance, we recommend establishing a series of survey reference points to measure the horizontal deflections of the slopes. Control points should be established at a distance well away from the walls and slopes, and any deflections from the reference points should be measured throughout construction by survey methods. We suggest taking the readings at least once a week until it is established that there are no deflections. • • ' , ... , , .... .'. , t, .. :, ' ' j . ". . ' ,.x p # ; e w e d, 2>' m ; '• r. ; ;,„ra ru 3 t,'.,, , t,.: : .. .. _.... .'l ' 1. .. i. � '. ? ? .... Ott Ikea., rd i t hi ' AZ) E C: A L C u LA T 1 d AJ Bu1L'T7144 -13' , nlbRrt4 3 rDE.: i 2Co.0 4- /34.0) x 3D, 4 = 3,900, 00 2 // C34,6 + t4o,ol x 30.00' = 2 J 4, , lo.00 140. 00 x 102.So' = 14, 35o.0. (i4&tot x 5.00 = '7 1..00 2 C SI 136.YoN3) EAST 4. WEST") /(7. So' 23, 070,00 23, _070.00 Avg. 6 ,�)o. .3,0E s (visa — 137.'7313 •'3 ti LAST aittE : 144,0• x 56.4,0 = 8, o64.00 (44.06 140.0 X 2 J 8.60 /, 136,06 (146,0 + 136,6\ X 3 3 2 J 4, 597. I32. 0 x 5. ow = GGO, 00 73. 33' /0,457.00 AM. GRZDS L4sT 04..C. /0, 457,31 = 142.10oe ?3, 33' So 011 . STaE 1 32,00' x /5 8.50' = 20, 9 22.00 117, 7 6 x 4,60' = 471,00 117. Ze X 5,00` = 58!0,25 /67.50' 21,c171.25- 1.1,979.26 AVG. F 6rADE. 30. 8 +zE 16 = 131.2/'34 L EST rS 1DE (I/co. 48 + 117, z5l x s, 4,v - 584.32 2 JJ 117,2s x 8, 00 = 138.0o /11 7.25+ 119,5 x 15, = 1,775.4z 1, 2 // Co,s0+. izo.51 )C 26. oc, = rj, t 4,o. 4,0 ,/ Co, 5 + 1241 x 20.33 - 2,485, 34 2 C2 4.0 + I zB. o) _ !,36.00 2 x 5.00 73.33' 8,81s. e8 ;� ,_ .... ,: ., .� _, .1.. .:.,:: -� t.�::..y.:,..rz. .. -. .r... . •,>�. > `:t r. > .. n, .. z., .: ;•ex�;s t t " °�'�� s � ";`„'�� r�r � ,.rXY �k"4+�'' tP�,t, • • • �.. O A ✓4.''F.' G RAva• EST' Vl'pE 8:813,28 Gd -- ---- -- I! 2o. 18 too • • 73.33' 7 • • "tc A'T : a o'Rni a ewe : . jlc7. So 23 070,00 OAST %sere, '73, 33' Q l O, 457,0c. Sour 4 Si'Da /6)7. 50 € : 21, "79.25 I E.sr S ra a 75. Q , . 8 , 813.28 481.64' f4 1 319 . 3 4 P 4 , 63 d S1 . to !o - 3 5. 537 06. V, i'sE( 47eADE 45. ooa' 74) E LiM►r MAX. ZusL.vl/J4 {/t144T 178.531' 1178.'53? I 01�oSet ; I41 6aE.sr 7os of TL AT 9oor • { 17. So' ok G E *)Tt=R SE cTt o.v of c!ticTuRE. E.LE.V/►Tor. - ro wag EAV•E. 4EIGI4T = 177.60 . • Tr p e. gel 614T = 181.00, , • 358.60 ; 2 =; 179.25 , A ✓6. dEIG/r'r SEE : 18. 5o. o8 0 Ex EnArTi oNs o F 'ooFTor APTt1rTEtilA wGEZ, E.L ✓I3TO. Tow £ . LXE/v. p . G EATZ,T4 . ail 5 L E `Rim? : EIAVd IE..s IT Ws. oe • "Rtz4e EIGFIT 180.5o' • 353.50 4 2.* . 17(o. 75 A ✓6, j/6J 1ft o K Moto 3A de..! Er• i!?oo r • E.E , fi T 1 75, 5o' 111)6e. 1-I 161'/ T 181.6c' 5 7 2 :•: = 178.5o AVG, dd jdr fig _ . s .. ...:,:..:.:::.,.. • .. . ,....�,.................. ., ..t... *.v;a.,.:.. ... rif., :.. rr..r•, > . szr >....�a;� : +t ''?'? 5: l; t' vtr',` „'?;,1',i�ti.".r . (- • ' ' 0 ” A ✓6.. F»' aRA . C/1 L, L' u L A r 1 o >v., _ , 3o l t.v 14 4 " A, " . . • . _ , EAST ER/q L)N n STA •1G. . • 40R744 Srae. /28. 25 . x i 5;oo ' s i . 641.2s , 132 -SS' :x 21.64' = 2,817. o9 /32. 33 X 4. 3 3' = 1, 234.4.4' 0.32.0+139 x S, oo 070,Ao• • Z . (los!4c) x 2 , ao ' 700. 00 14o. o X 5, ou 1 48 L'o, 398.48 1 EA 57 SIDE : 140. X 4s. of,' = ca 63 /.6Z Ce1o, oo t , s2 01 X 5. do = el, 80. 2 / . 48.o4)' . 6, 7i I . 6Z at 31'0E : 132,00 X 43, oo = 5, 6 7(0,00 , 128,25 K 5. oo = 1c41.25 46.00 (0 • • 1t/Esi & : 128.25 X 17.00 . = 2, So . 25, • 125.'75 x 29,o0 = 3,733. 75 /28.25 x 7, oo , i .89;7..75 53, oo 6 ,St1. 75 197.08 ' 26 • 239, 6o 210 2 39.!00 197.08 = 135 142 A✓v1 GRADE (poi. 20' IntogT SEreAcK) _ 2'S. 000 ZoUE.; LIMIT 158. 142' , 1 ;158. 142 li TRo?osED - FLAT . ri oor 15I. 5o X MA&SM c fj ooF EWE 14 160. • I i3' a 4L•••NT 154. b3' i • " ° =.152.1'Y 0 d 305.58 2 — �,r)j.k.��r�rt,.. �..• •�.tA x 7?bt�.��'+s'G" iiJ•i�1t� 'a F �M � . . ... x:r.;u, tnrn•+uv�:i"1:Cxrr+rvc� ;<.rc g*krtlr,?�::Ar74 ".fi �J:K'L�?�I,.:C�G.�$n .� ? `H E^ .'G° ;L tuw7� 21?"au tl�� ?� ?fie ; � "vh"r�h1$� ~ Y7 f• • • • • • • EAST VIVG OANALYSIS of �u ii#flt�1G A LLASTE7M1. LJivR,. cQTacK. • E.LE vivrioia of 44 � - t r' err . I1i1A1S *M ooF.. /52.79 • Av4. • - F; , v 'la GV•;?AAe E As7 8 17+G d 8. 0 8 1 39.59 13. 2 e ' i. 1./Et G aT of MiD- 'PoiNT of MA 'vs A7rD To AV6. ;4}PAS . 1I1, „20' g. M4x..4 Li. o t.J E b "fo9C ; lo .3' a S e7-$A c K {. /3.0 OK, Viiveiti ALL oco8) H E, #JT 1.801.> • • • • • } F ' H H • • • ,r1 .. 148.00 - - 14 - ± -- 5- o� � 12 t _ f \ t41i11 fkrJ 14G V_ , .. .. t. . 11 :, : . ''l l .., .: .:1 ,,, , : ' '' ' - '''.1 - . .,... '''.1'....'1. - r'l . 3 Wt AE _._. dw . CRos gev A Roc K TRIM F..X IS, TI .,d, Ro c ICER1 . ....4C----) . . . . . -- - - .. .... _ _ .. 139.E ± l0 _ c-..LioE' . of EXIST.IAIG 472ADE _ #.;,., ^'' -11,"- ,;1 . 4- 5 1 — R REG. 132 1 �� iq iricE F�al - &RASE 23' -2 ± A • RECEIVED - _ ..- _..._.. !_!0E . •of _1.:._1 -.Cur . - DEC 13 1995 ii COMMUNITY DEVELOPMENT PA1&G I ._ 11740C; 7 • . )1a).rp a Cur SFST1ou AT S.E.. CORNER BU11.1)144 AREA aF MA1c, G uT, SCALE f "' 5' a 148.00 1 � - 2 — 5, of N t2 1 t _ r - ' rlo I 1441.1 Race - ._r .-•-.\... _ RocK '7"RAI 1 . - T - i F_,1! t S 1 rl 4 - 3 Roca-ivy _ 13 u:E. - - _ . { � _ LJLJE of Exisr /SIG 4RADE � %o^'l -- — �, { -• - _ , 138 _ - ... `. ∎ ••••° a - 3 134 �� 5 " t • pp 10 le ' T/ O Rec.132.0 i T � - , ' x _ -. r: // v� 231 - ± 81 -o" Io1 • w i*� ' a t ,:F RECEIVED , .. em ,,,. _ . . _ -- . - ,, - - L D EC 1 JOE _..of 1:..1 Cur 1995 N . COMMUNITY DEVELOPMENT :� °' Cur SELr /o4 Ar S.E. CoRIaER 130107144 0 S A AREA eF MAU. Cul% SCALE I "= 5' ° , 4.'4"/,1 Tv, A ••• , • 4. >•^^ ITMOre • • Per telephone conversation with Vern Umetsu on December 8, 1995. 1. Roof Plan and Elevations of Building "B" to match. 2. Exterior lighting fixtures spread pattern to be shown on Site Plan. 3. Civil Drawing to be updated to show 6' wide trail improvements from driveway east to 57th Avenue South stairs. Trail to be built to City Standards under separate permit. Call Joanna Spencer, 433-0179, Public Works. 4. Add notes to retaining wall: • a) Rough surface b) Wire ties for plant growth 5. Two (2) complete sets of Civil Drawings to be attached to Building Permit sets, and two (2) copies of December 7, 1995 geotech report. • 6. Structural engineer (Darrold Bolton) to sign off on the most recent geotech report. 7. Geotech report and note on drawing requiring site monitoring during excavation. • Two times per week during excavation by surveyor and Geotech. • • }.- .s! "�� 4.:,. a•,,:.x..... ,, asu$0,141s ram .14n;tf:ar;.catn x el rnvL=. se�..0rs:VAeam *a.rv..c+n�.rntvc- wrn.:avN.w+!' roe: Ri ftk • 1 0 Director , � o % City of Tukwila John W. Rants, Mayor `� �. e� De artment o Communi Develo r, TIP* .t� P of Community Development Steve Lancaster; P 1908 s . 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., 199X Edition. Sincerely, z ortap Shellie L. Bates Permit Technician • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 4313065 ,: .•.,:,•; ::5 . .: ::, :'.•. ., ,.. ..,C'%:_L „ .W. x ,.. ..,,.IJ r a_rt r, i.,.._ .. ,.. te. . a" A::,. i.. f.` Y:.. b!' ra:• AYa5f... 1. l .. cSaarc... xv. , �_r,.cw1z..v+.rr..>rr.n..... ...r,.. Rants, Mayor �_' ,r Z 's John W. �.�; ,,, +,� �� � City of Tukwila � tt VP" rr tA . ola. � _: Department of Community Development Steve Lancaster, Director 1908 _ ; - r 5, r '.: �.✓ #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. • 1 ..' Ali.,r, ,•i:4 ti ,c4 Kita.,s• +. asx,cf v,,,,, ncr, s4. 4a. uw. mrwn w. sw:• n« r+,; me aa411111.1::1rndiR.YdEYIZLSE)fter "s.?VG;A eT. a'.i ttq �57 � r. ti: r�Y, �7? TS7mtE? tY: f! r: 1 ItfSErA2�i" iC#.' sX��L iCaG1til LY k JL�'fL4'.BxK�Y�'.�dKtR�GtU'CZegn1 C_ :+ #B95 -0128, 129, & 130 Page 4 of 4 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 4f ti Y CITY OF TUKWILA i 6300 SOUTHCENTER BOULEVARD f TUKWILA, WA 98188 • i l * * REVISION Via.) TrtrAL DATE 1)E. C. I, ► 9 9s s i PROJECT NAME S 0 4StI /NE - R hpaE Lupo /r9/Al /u4NS ADDRESS /5200 M AcgvA,vt o A'D I I iew lL A o CONTACT PERSON L YE_ E / JSS MAA) PHONE (006) 86 I - Woe, ARCHITECT OR ENGINEER L YL E K'0 5 MA,u PLAN CHECK/PERMIT NUMBER /395- of 2& 1 895- Oa? air' 895 - a 13e, TYPE OF REVISION: ?E. 'X - Re 1/4SE - b PSI 6a 4.a) Gd7ZieEGT/ o AI CSii/E .. ( 7 1:13 j El. duty lo /995 110.0 4lii 2; 7995 (`r\;v,C : S E r ne \ 08e eE'r,t s o sUt -tOinn I • bc (i rci3O -- op ci v I c [CO S (.JJ /'H klc /I /a)m5 Re✓►sion ,Datc - k J? SHEET NUMBER(S) ALL LYikEr S e c $ oS ,v/77 a" 1 3Trzaerdr44. C LL' uLArioy "Cloud" or highlight all areas of revisions and date revisions. , g „ JEZ61 a °VG 60.40. 4i11 adr kfi: SUBMITTED TO: Y a U ALT so / clravc LA. a 4'4.17E5 AEA) AI b.. (311g0J1 aTAMpFL. '%\)\52/ " LU RECEIVED 9 CITY OF TUKWILA DEF4,4 1995 Comp Usk( PERMIT CENTER • $U ► L'D 1►J "A" �'ERM►T * 7395 - a /28 t WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\ \9406 -A2.WS HOUSE ID: 10 UNIT Site: 15200 Macadam Rd. Analyst: Tukwila, WA 98188 Jurisdiction: Tukwila , WA (206) - Utility: Puget Power RECEIVED CITY OF TWMM A Homeowner: House Type: Multi- family Floor Area: 11507 ft2 DEC - 11995 ( ) PERMIT CENTER Builder: R.S.A. Weather Data: Seattle, WA P.O. 1705 Climate Zone: 1 (206)861 -7200 The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 1711 1606 Btu /hr -F ENERGY BUDGET 3.56 3.01 kWh /ft2 -yr REFERENCE DESIGN Reference Component Value X Area = UA BG Wall 2' U -0.043 51 2.2 BG Slab 2' F -0.690 29ft 20.0 BG Wall 3.5' U -0.041 125 5.1 BG Slab 3.5' F -0.640 31ft 19.8 1 BG Wall 7' U -0.037 242 9.0 BG Slab 7' F -0.570 29ft 16.5 On Grade Slab F -0.540 425ft 229.5 Glazing @15% U -0.400 1726.1 690.4 Doors U -0.200 645.0 129.0 AG Wall U -0.058 7449 432.0 Ceiling, Vault U -0.034 4620 157.1 Infiltration ACH -0.350 99110ft3( 634.8) Reference UA 1711 PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA BG Wall R13 Batt w /R10 Full Slab 2' depth U -0.061 51 3.1 Items in parentheses not included in COMPONENT PERFORMANCE totals. Page 1 ■ • u Sk . p 8UIVP I►J Ca A" "PERMIT $96 - 012$ Z WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\ \9406 -A2.WS HOUSE ID: 10 UNIT Site: 15200 Macadam Rd. Analyst: Tukwila, WA 98188 Jurisdiction: Tukwila , WA (206) - Utility: Puget Power Homeowner: House Type: Multi - family Floor Area: 11507 ft2 RECEIVED ( ) - CITY OF TUKWILA li Builder: R.S.A. Weather Data: Seattle, WA DEC -11995 P.O. 1705 Climate Zone: 1 PERMIT CENTER (206)861 -7200 The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 1711 1606 Btu /hr -F ENERGY BUDGET 3.56 3.01 kWh /ft2 -yr I REFERENCE DESIGN Reference Component Value X Area = UA BG Wall 2' U -0.043 51 2.2 BG Slab 2' F -0.690 29ft 20.0 BG Wall 3.5' U -0.041 125 5.1 BG Slab 3.5' F -0.640 31ft 19.8 BG Wall 7' U -0.037 242 9.0 BG Slab 7' F -0.570 29ft 16.5 On Grade Slab F -0.540 425ft 229.5 Glazing @15% U -0.400 1726.1 690.4 Doors U -0.200 645.0 129.0 AG Wall U -0.058 7449 432.0 Ceiling, Vault U -0.034 4620 157.1 Infiltration ACH -0.350 99110ft3( 634.8) Reference UA 1711 PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA BG Wall R13 Batt w /R10 Full Slab 2' depth U -0.061 51 3.1 = Items in parentheses not included in COMPONENT PERFORMANCE totals. - - - - -- Page 1 i 0 Bull ,, -D/467 P RM 1T 7396- 0!28 WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\ \9406 -A2.WS HOUSE ID: 10 UNIT BG Slab F -0.346 29ft 10.0 BG Wall R13 Batt w /R10 Full Slab 3.5' depth U -0.058 125 7.2 BG Slab F -0.326 31ft 10.1 BG Wall R13 Batt w /R10 Full Slab 7' depth U -0.050 242 12.1 BG Slab F -0.296 29ft 8.6 On Grade Slab R10 2' horizontal w /TB F -0.540 425ft 229.5 Glazing @10% 2g1 Wood /Vinyl > =1/2 ", LoE U -0.510 1120.0 571.2 Doors Metal 1 3/4 ", urethane flush +tb f! U -0.140 215.0 30.1 2g1 Half Lite Ins 1/2 ", LoE U -0.270 430.0 116.1 AG Wall R22 STD Lap Wood U -0.060 8055 483.3 Ceiling R38 batt Vault vented 2x14 16oc U -0.027 4620 124.7 Infiltration Standard Air Sealing ACH -0.350 99110ft3 (634.8) Proposed UA 1606 Struc Mass Light Frame, Sheetrock walls M- 3.000 11507 34521 Add'1 Mass Concrete 4" M- 10.300 4620 47586 HEATING /COOLING/VENTILATING SYSTEMS PROPOSED Heating System Type: Electric: Zoned System Efficiency: 100 % Modified Efficiency: 100 % Design ACH: 0.60 Design Load(at 44F dt): 118552 Btu /hr Total Load: 118552 Btu /hr System Size(Output): 43.5 kW (125 %) Average Annual Heat: 50200 kWh Annual Cost: $ 2750 Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Load(at 4F dt): Btu /hr System Size( %Over): tons(@ 0 %) Annual Cool Requirement: kWh /yr Solar Access: Unshaded w /solar access Page 2 Kit n74,s4 t'SY T'OW WtiVAPP" T MI „t,,t ,"1tRN5 W2•1 u t cr) " A" Te....ikm 1-r "# WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\\9406-A2.WS HOUSE ID: 10 UNIT GLAZING ORIENTATION PROPOSED PROPOSED South : 931.0ft2 North : 168.0ft2 Southeast : Northwest : East : 21.0 West • Northeast : Southwest : Eff S Glz: 5.7% Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. Page 3 11 8UIL D JG 13 7 Em AA rr 5 55 — 0/27 s WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\ \9406 -B2.WS HOUSE ID: 21 UNIT Site: 15200 macadam Rd Analyst: Tukwila, WA 98188 Jurisdiction: Tukwila , WA (206) - Utility: Puget Power Homeowner: House Type: Multi- family RECEIVED ■ Floor Area: 23394 ft2 CITY OF TUKWILA ( ) - DEC - 11995 Builder: Weather Data: Seattle, WA P.O. Box 1705 Climate Zone: 1 PERMIT CENTER (206)861 -7200 The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 2621 2599 Btu /hr -F ENERGY BUDGET 2.28 1.83 kWh /ft2 -yr REFERENCE DESIGN Reference Component Value X Area = UA Floor U -0.029 5522 160.1 Glazing @15% U -0.400 3509.1 1403.6 Doors U -0.200 430.5 86.1 AG Wall U -0.058 12679 735.4 Ceiling, Vault U -0.034 6928 235.6 Infiltration ACH -0.350 197367ft3(1264.1) Reference UA 2621 PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA Floor * *R19 Batt below P.T. slab U -0.045 5522 248.5 Glazing @14% , 2G1 Vinyl 1/2" w /low -E U -0.410 3197.3 1310.9 Doors * *1 3/4" Urethane Flush U -0.170 430.5 73.2 AG Wall R22 STD Lap Wood U -0.060 12991 779.5 Ceiling R38 batt Vault vented 2x14 16oc U -0.027 6928 187.1 Infiltration Standard Air Sealing ACH -0.350 197367ft3 (1264.1) Proposed UA 2599 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. Page 1 A. F3 U1i'D I & B " IN 1'ERMrT 7395 - 0 1 29 WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\ \9406 -B2.WS HOUSE ID: 21 UNIT Struc Mass Light Frame, Sheetrock walls M- 3.000 17872 53616 Slab w /carpet w /pad, Sheetrock wall M- 5.000 5522 27610 Add'l Mass Concrete 6" M- 15.400 5522 85039 Concrete 4" M- 10.300 5522 56877 HEATING /COOLING /VENTILATING SYSTEMS PROPOSED Heating System Type: Electric: Zoned System Efficiency: 100 % Modified Efficiency: 100 % Design ACH: 0.60 Design Load(at 44F dt): 209712 Btu /hr Total Load: 209712 Btu /hr System Size(Output): 77.0 kW (125 %) Average Annual Heat: 62100 kWh Annual Cost: $ 3400 Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Load(at 4F dt): Btu /hr System Size( %Over): tons(@ 0 %) Annual Cool Requirement: kWh /yr Solar Access: Unshaded w /solar access GLAZING ORIENTATION PROPOSED PROPOSED South 1839 . ft2 North : 808 . ft2 Southeast : Northwest : East : 240.6 West 308.6 Northeast : Southwest : Eff S Glz: 6.9% Economic and energy consumption estimates are designed for comparative purposes only. Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. I R EC R EAT 1 6 0 TERM IT 4 7395 - D / 36 WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\ \9406 - REC.WS HOUSE ID: Rec. Site: 15200Mcadam Rd. Analyst: Tukwila, WA Jurisdiction: Tukwila , WA (206) - Utility: Puget Power RECEIVED Homeowner: House Type: Multi- family CITY OF TUKWILA Floor Area: 1915 ft2 DEC - 1 1995 ( ) - Builder: Weather Data: Seattle, WA PERMIT CENTER Climate Zone: 1 ( ) - The PROPOSED design *COMPLIES* with 1994 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 416 435 Btu /hr -F ENERGY BUDGET 2.60 2.58 kWh /ft2 -yr REFERENCE DESIGN Reference Component Value X Area = UA BG Wall 7' U -0.037 1283 47.5 BG Slab 7' F -0.570 140ft 79.8 Floor U -0.029 1915 55.5 Glazing @15% U -0.400 287.3 114.9 1 Doors U -0.200 80.0 16.0 AG Wall U -0.058 741 43.0 Ceiling, Attic U -0.031 1915 59.4 Infiltration ACH -0.350 16122ft3( 103.3) Reference UA 416 PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA BG Wall R13 Batt w /R10 Full Slab 7' depth U -0.050 1283 64.2 BG Slab F -0.296 140ft 41.4 Floor * *R19 Batt below P.T. slab U -0.045 1915 86.2 Glazing @9% 2g1 Wood /Vinyl > =1/2 ", LoE U -0.510 138.0 70.4 2g1 Alum w /TB <1/2 ", Ar +LoE U -0.620 40.0 24.8 Items in parentheses not included in COMPONENT PERFORMANCE totals. ** Denotes non - standard values - check calculation of thermal value. -- Page 1 1 "RECTzEa7'1 o 0 ".RMir 895- 0130 WATTSUN 5.5 1994 WA STATE ENERGY CODE COMPLIANCE REPORT 11/14/95 FILE: A:\ \9406 - REC.WS HOUSE ID: Rec. Doors Metal 1 3/4 ", urethane flush +tb f! U -0.140 80.0 11.2 AG Wall R22 STD Lap Wood U -0.060 850 51.0 Ceiling * *R19 Below P T Slab U -0.045 1915 86.2 Infiltration Standard Air Sealing ACH -0.350 16122ft3 (103.3) Proposed UA 435 Struc Mass Light Frame, Sheetrock walls M- 3.000 1915 5745 G Add'1 Mass Concrete 4" M- 10.300 1915 19725 Concrete 6" M- 15.400 1915 29491 HEATING /COOLING /VENTILATING SYSTEMS E PROPOSED Heating System Type: Electric: Zoned System Efficiency: 100 % Modified Efficiency: 100 % Design ACH: 0.60 Design Load(at 44F dt): 26943 Btu /hr Total Load: 26943 Btu /hr System Size(Output): 10.0 kW (125 %) Average Annual Heat: 7160 kWh Annual Cost: $ 400 Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Load(at 4F dt): Btu /hr System Size( %Over): tons(@ 0 %) Annual Cool Requirement: kWh /yr Solar Access: Unshaded w /solar access * ** Must have solar site survey * ** GLAZING ORIENTATION PROPOSED PROPOSED South : 178.Oft2 North • ft2 Southeast : Northwest : East • West : Northeast : Southwest : Eff S Glz: 6.0% Economic and energy consumption estimates are designed for comparative purposes only. 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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, ,/) . . k Dtiane Building Official /kjp 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 • �b';,.a .,......._ ......... ..........._._......,.,...,,.., +...,. ti».,... w..,......,.....,................__..,,.......,........... ,........ .. +reru�.rvtx ..auurr max,. r. ..•,. e.,.,..,.. d.. .....»...,.....,.»,. �.,,.. ..�.......•.»nwmso:..:hant.aw. ray» + +:runrsrx%uaw.m!t�r+':zet'�... App. measilia KUSSMAN ASSOCIATES Architects, Planners & Consultants ` RECEIVED . p, CITY OF TUKWILA OCT '1995 October 30, 1995 PERMIT CENTER eV' I ftte G Ms. Kelly Williams C 31 1995 Permit Coordinator O City of Tukwila C pNIt4uN \ 5 6300 Southcenter Blvd. pEVE` Opt1E Tukwila WA 98188 Re: Building Permit Numbers: B95 -0128 B95 -0129 B95 -0130 Sunshine Ridge Condominiums Macadam Road Dear Ms. Williams: l'hank 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, 1 .0112 ,yle N. Ku sman • P.O, Box 1705, Bothell, WA 98041 -1705 • (206) 861 -7200 • Fax: 885 -1302 ..... s CONVIASATION RECORD FOR OFFICE USE ONLY N � 4 I e f2 DATE: OCTOBER 30, 1995 1908 _. DAY: TIME: 9:10 PM 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 Signatur ©; ed eiserc Title: PERMIT COORDINATOR Date: 10/30/95 .. +r .. ..... .. .. .,. .,. .r. .. ...ar. i ... ,. t-«'�. >t..r . :t !, r ., ":}..'r, .: •4.n.J r�r,; t.c.;KS >,.X��a- ;a - ?".. �.•v..n.,, r CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * REVOS!. ► SUB 41 11'8T SAL DATE C 1 C ( PROJECT NAME Su/7$h/he- ADDRESS ,, 11 q CONTACT PERSON 01Yt • DD 1 N C\ PHONE 592 2 ARCHITECT OR ENGINEER 14( 1v1 A tI a L N V--R-Gt . PLAN CHECK/PERMIT NUMBER CJ•'l6 - 01R A &/5 7 r ie - o r TYPE OF REVISION: Till (4 S :) � - I Ai US D47 f ) .C - �� iZ E- c� �� r�— (t o?k1 v a(lh,..}-ri 1.3 t-T 132' N SHEET NUMBER(S) C f - C 7 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 5 * 5et5 i pit) ab, c. &cet / t Sets . /o � /arn p oh at )2 el RECEIVED VO5cied CITY OF TUKWILA Slit) SEP 2 5 1995 9k PERMITC ENTER 41 .. ^.,4.y..:: :ir'i• +...: :, .:..v ... .... _.... _ ... _....... v.:.,..,.,.,.yavmaawoau:r. .a!a»,.rt'mW>roswY�•x ..: .. ....... .._- ._.._._. _... .. .._....._.,... __ ........ ,s•.'... 4W1�, ti; ��, ;, the envisioned October 26th hearing date and ' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 • Revised Sunshine Ridge Submittal Schedule September 18, 1995 Page 2 b. the need to clearly satisfy all development standards (e.g., as discussed in the previous BAR/PRD review) and design criteria, in order expedite review by staff and public bodies. Please call me at 431-3684, if I can be of further assistance. Sincerely, Vernon Umetsu Associate Planner cc: Pace/Lancaster 8/18/95 Reviewed revisions submitted on 8/15 w/ Pace and talked w/ Goldberg (460 -1646) about DCD conclusions as follows: 1. 32nd unit is a bonus unit which requires Ping. Comm and Council OK. Ping can support this. 2. Internal unit changes and parking lot changes are OK. J 3. Garage western wall to be moved eastward to keep stairs and new space #67 to be deleted. MG it • confirms. 3 4. Rec deck at one level is OK, w/ later revisions. ` M ► 5. Bldg ht reduction on east & west wings OK. w 6. MG confirms that rec space calc's do not include • a f ‘ perimeter setback areas, and that I will accept their calc's at this time. (I recall they had J surplus area). This to be double checked during PRD revision. V 7. Staff is concerned that Bldg B footprint w/ 4 ft. modulation will look like one bldg plane. A design w/ the existing 8 ft. modulation splitting the bldg in 3 sections should be developed. 8. The new steep roof lines are not of the same design quality as the current "residential ", roof slopes. This results in half the current overhang. Vr MG disagrees, thinks the roof line is same, slope is same, and overhang has been maintained and even increased. We agreed that this can be resolved at a joint plan review. t i) V Recalled and left mess for MG that maintaining the CV V existing eave line or something close to it is ale also important. ' 11 9. Bldg now looks squat and needs to reestablish a more vertical presentation as currently shown. lit 10. Further review cannot be scheduled until the ...� August 30th, due to my shedule. This meeting would be most productive if plans are submitted several days prior to the meeting. MG will be out of town that week and he will call later, about an earlier meeting. cc:Pace /Kussman FROM KUSSMAN RSSOCIRTES 0.10.1995 15128 N ASSOCI D AUS 10 1995 GVivuviuwl I Y KUS KUSSMAN AS SOCIA MENT • ARCHITECT, PLANNERS & CONSULTANTS • FACSIMILE TRANSMITTAL SHEET , DATE: Au. lo 19 95 TO: CITY oF u1Ctr)1 ► b.PAi r. oF eo,q.ramiry` itAlL•r,HaNr ATTENTION: J Ac 64 ?Ac I _ REGARDING: c5 ooslalap E 6.)2, ` M >ii 70 iffrni ahh,zwif /J3d vs `7.7 di.d'a ES /Av A S L1 c- m / a` a : r rr FROM: KUSSMAN ASSOCIATES Meer/as 4 r 9.' ea A of 18640 NE 67TH COURT REDMOND, WASHINGTON Au4, /", /995 MAILING ADDRESS: PO BOX 1705 BOTHELL, WA 98041 -1705 PHONE: (206) 861-7200 . '--V r k_99- FAX: 206) 885 -1302 CONTACT PERSON: . PROJECT NO.: THIS TRANSMISSION CONTAINS 3 PAGES, INCLUDING THIS COVER PAGE. IF ANY PAGES ARE MISSING, PLEASE CONTACT ME AT THE NUMBERS LISTED ABOVE. '• T • ; I u ■ . ,r /M„ .... . ,... .. ........ - ......_.... ___......�..... ... ,..�., .. � YUrM. aN. x. troN�w. lerv- r• rn�ar�r.» rc�,...,,... e n. h».. r,..... n.. n...+.. ww,. u,. ,........ rn...:, e, wwm+ vw�nmaysh +GT ;yt:XxOtVrtpe`tl;K': FROM KUSSMRN ASSOCIATES 8.10.1995 15'29 P. 2 r .615.• . / � . . .. . . .0 • - at 2 R i ce• . cf. a I I r v d t 4 � � A do as by q + rte— . n, R 2:1 . "ii ;4:16 I L r. PC ih CL ti d'1 z • o X I r"'.. A .. • 9 N = t ea 1. i j • J M [ 4 4 Ao t 41 5 6 Ai • ?f V i i 4 f ac ' 4 fi t .: 1 v k ! P. f 1 1 it 1 1 , ti 10 . I 1 , 14 1 2.2- 1 2 i 9 i3 ; if) i - 2 5 , 11 21 . . 1 6... r ... S 12 I 4 t& 2 0 It - kook\ . ! , --.------ u, : w • 1 .; E.LE.vA7-104 , —Es c ;1414 j 1 ; 51 . . . In a a £ VI , tn , m ., le t% &Olt( ELEVATI to 4 di TgorILE t.k.criox.1 . t ; . : • • FROM IUSSMRt+ RSSOCIATES £.15.1995 1:28 F. ' 40 111111"" KUSSMAN ASSOCIATES 411ip Architects, Planners & Consultants August 15, 1995 . Mr. Jack Pace City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila WA 98188 • Re: Sunshine Ridge Condominiums MacAdam Road, Tukwila Dear Jack: Thank you for meeting with Mark Goldberg and myself on Friday, August 11, 1995 to discuss the possible redesign of the subject development. By way of restating the reasons which require the redesign, we have found through the bidding process that the design as now submitted would be impossible to build and sell without losing money. Therefore, we must make two basic changes to make the project feasible, to simplify the design somewhat and to increase the number of units constructed. We have changed in this revised design the concept of townhouses stacked to single level units and reduced their gross area. The net result is more units in an envelope which is smaller than the first design and easier to construct. . Therefore, under terms of 18.60.030(3) of the Tukwila Municipal Code we request your opinion as to whether or not the proposed revision constitutes a major or minor modification to the project as approved by the B.A.R. and the City Council. We arc of the opinion that the proposed revisions are insignificant p p posed gnificant in the context of the overall project design in that we are not making any exterior change to the most prominent and visible south building (building "Al. We arc redesigning the underground parking structures to allow more parlcing spaces and this was done with no visible change to the exterior surfaces. Please see sheets 442 vs. A2 Revised A3 vs. A3 Revised. RECEIVED 1 51995 ir •• ,• 11 11,•,1 ,�,, non•ft 1 -,nc • f�n(,1 Rft 7-)nn • p y. Y • r• , 1 M O FROM KUSSMt1H ASSOC]riTES E.15.1995 14:29 P. 3 The exterior appearance of building "B ", south elevation, is similar to the first design except for the fact that the western and eastern most parts of the structure have had one story omitted which adds greatly to the stepped roof line and reduces the offsite impact on adjacent buildings. The stepped roof will also have a side benefit of allowing windows and will give residents access to roof top terraces on the east and west ends of building "B". The north building (building 'B "), the less visible structure in the development, has been modified by combining three (3) side by side townhouse units into four (4) single level units in the same east to west dimension and reducing the north to south dimension by about 6 feet. The recreation room is still located at the center of the structure but has better circulation to and from glll units in the development and the parking areas. • The major concern during staff review of the first design was the issue of modulation of the north building. The revised design as now submitted does incorporate both horizontal ; and vertical modulation and to the casual observer it appears very similar to the approved design. To best illustrate the modulations and where they occur, please see AS Revised andA8 Revised. Starting at the west end of building "B" the first 4 foot horizontal modulation occurs .14 feet east of the starting point, the next modulation which is both a 4 foot • horizontal and a 8'-9" vertical modulation occurs 26' -3" from the start point Or 12' -3* from the first modulation. The third modulation which is a 4 foot horizontal modulation occurs 14 feet from the second modulation. The fourth modulation point is both a 4 foot, horizontal modulation and a 4'4" vertical modulation and occurs 12' -3* east of the third modulation. The fifth modulation is a 4 foot horizontal modulation as is the sixth modulation. We have marked a copy of the Revised AS and A8 sheet with the modulation pobtrss #1 thru #10 for your use. Modulation #7 titre #10 are the reverse of modulations #4 dim #1. `• • By the use of 9 in 12 pitched roofs around unit decks on level two at each end of the structure reduces the bulk and scale appearance of the south elevation as compared to the first design. Then by using the same 9 in 12 pitched roofs around the decks on levels one • and free at the center of the structure we achieve the central focal point which was an issue by staff in the first design review. • During the B.A.R. hearing there was concern voiced by some members of the BAR. Committee in regards to making the development more secure and safe from casual intruders. As a part of this redesign we have made revisions to the circulation pattern which will make the development much more secure. To better show the modifications to the plan and reduction of physical size please see sheets A4 vs A4 Revised Please note the constant fir overlay ofall drawings is grid line "A" and grid line "1 ". P ( Rix 1705, Bothell. WA 98041 -1705 • (206) 861-7200 • Fax: 885 -1302 • � . . FROM KUSSMPH PSSOCIPTES E.15.1995 t4:3t P. 4 Please keep in mind as you review the submitted design that even though the decks are not considered by staff to be modulations by zoning code, they are in fact a horizontal modulation which projects from the building mass and adds greatly to the interest of the • elevation. For comparison of the first design to the revised design please see AS vs. AS Revised and A8 vs. A8 Revised Now, to the issue of increasing the number of units proposed to be coned. The first design bad 28 mots with 60 stalls for parking and a recreation room of 1,488 if plus children's play area of 3, 229.50 s.f., active recreation space of 3 ,289.0 s.f. and a an-site trail walkway area of 2,576.0 s.f. fora total of 12,070.50 s.f. (with 2 to 1 ration for indoor space). The proposed redesign has spaces and areas for a total of 32 units, 67 stalls for parking and a recseaticm room of 2,161.0 s.f. and areas of 6,963.45 s.£ plus 1,638.16 a.£ for children's play area and active recreation. The total is 12,923.61 s.f. (with the 2 to 1 ration for indoor space) which is sufficient for 32.30 units. This is without the use of the Z576.0 s.f. of on -site tail walkway as allowed under the first design approval and our agreement to pave the existing trail south of the property. With dill area included die open apacelrecreation space requirement is sufficient for 38.75 units per Section • 18.52. 060. The configuration of the recreation deck, landscaping and active areas will be very similar to the first design except for the fact that all of the nation deck is at one • level in the redesign. We have been informed by staff that they have some concern in regards to the depth of the planters on the deck over the parking garage. the revised design can increase the depths of these planters. As you are aware we also processed this project under a P.RD. requirement Per Section 18.46.130 minor adjustments or changes proposed following approval by the City apartrn pennon occupants. B) 18.46.060(ax 1) Number of Dwelling Units Per Net Acre Basic density one unit for each 1,500 s.E of lot area. Lot area 46,721 + 1,300 s.f. = 31.1473 units Basic density allowed 31.1473 units. C) 18.46.060(aX2) Building Height Approval of the revised stepped design of building "B" to lessen interference with views of altoining properties. P fl row 1705. Bothell. WA 98041 -1705 • (206) 861 -7200 • Fax: 885 -1302 !�. l ;;'? • • n:. FROM I:USSMAN ASSOCIATES 6.15.1995 14:32 P. 5 D) 18.46.060(ax3) Setbacks " No changes proposed. E ./ - yle N. + i an LNK/ksk Enc: One (1) set of full size plans One (1) set of 45% reduction on velum n n nnr 1705 Roiwfl Ntra4. 98041 4705 • 0061 R61 -7200 • Fax: 885 -1302 401 " Ns v Cit of Tukwila Q Z FIRE DEPARTMENT tik 444 Andover Park East 4 p Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor • 190$ • i 1 F I July 25, 1995 I I i i t i Fire Department Review i Control #B95 -0128 (510) 1 1 x 3 16310 I Re: Sunshine Ridge - 15 Macadam Road South Dear Sir: 1 The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: i 1. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) 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) Sprinkler protection shall be extended to all areas i where required, including all enclosed areas, below obstructions and under overhangs greater than four . feet wide. (NFPA 13 -4- 4.1.3.2.1) , 2. Fire hydrants are required as detailed in City `. Ordinance #1692. f For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that �J ILA �'� w � gs y Cit p y FIRE DEPARTMENT f Tukw ila 444 Andover Park East p Tukwila, Washington 98188 -7661 • (206) 575 -4404 • 1909 • . John W. Rants, Mayor • Page number 2 no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 3. Every building shall he accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn- around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 10.203, 204 as amended) 4. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of NFPA 72 and City Ordinance #1646. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1646) (UFC 10.503) 5. 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. I ���� ni it f Tu Wil � s y C y o k a Q FIRE DEPARTMENT 444 Andover Park East 1 0 Q Tukwila, Washington 98188 -7661 tI) 2 (206) 575 -4404 X908 . John W. Rants, Mayor Page number 3 • Extinguishers shall he installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall he 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) 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) 6. 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 1 m. i Vi City of Tukwila p Z FIRE DEPARTMENT o 444 Andover Park East p Tukwila, Washington 98188 -7661 1908 • (206) 575 -4404 • 111 John W. Rants, Mayor Page number 4 . space. Obstructions, including storage, shall not he placed 1 in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 12.104(a)) 1 Exit hardware and marking shall meet the requirements of the Uniform Fire Code, (UFC 12.106 - 12.111) 4 . 7. When two or more exits from a story are required, exit signs shall he installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) • Exits shall be illuminated any time the building is occupied with light having an intensity of not less than 1 foot candle at floor level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves an occupant load of 100 or more. (UBC 3313 (a)(b)) :',`': 8. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 9. Required fire resistive construction, including : occupancy separations, area separation walls, exterior . Y+ 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) • �� LA ' 4 4 it of Tukwila i C y u a O Z FIRE DEPARTMENT 444 Andover Park East 0 Tukwila, Washington 98188 -7661 t Z (206) 575 -4404 —7908' . John W. Rants, Mayor Page number 5 resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. 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)) This review limited to speculative tenant space only - special fire permits may he necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd �11LA, .. L � � ,I,, City of Tukwila John W. Rants, Mayor N �;��: : Department of Community Development Steve Lancaster, Director _ 1908 ,� y 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 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 P 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) 431.3670 • Fax 206 431.3665 • ' I • #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 - 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. ,....; ..,.. ..,• '. ors: • #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. • w a n lmlzrsAtrml...VO. gil'...f0':'- 1 tvop.:F`1 w,17 ;crniev!wretr• "8i52i. ?f? ,^ n�t. , , r #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 • d r CITY OF T ILA `' 6200 Southcenter Boulevard, Tukwila, Washington 98188 g (206) 433 -1800 ' . ; �n / • • '. 11ecA. &t r 5 b e de C rl ./ foe _ e . '- / /3 ? `... �/ �. •.ohs, ���Tce Nemo /l- -9 .!I.- • ' � ' ' e /4' , c 0,074-4,4-6,-Q— v.y Y'. .J•.R !•J r S yyt„ •ry �...,a y L7�.' i " . .•�^, y . . aet . , Y( S ft� • tC• x.: . d`. r:.::? i; ti': ` dS:' �.;+4; i;:;. rtxr.,... r:.. tc*.`...:.`. 2;".;.., tn.. r ..:,e� »._.&'Z';.hr�Yt C... ski.. a; G.. PF..'..E57k'iSS`.�';�z.�- L >d.,� m,;% �r`,.... t�: s' i. t... Ca'• rt ?: +.. .,.t„s+..t�r�,��'.tiS.,Y" nit' M`;l �K( E. b,.,.15"k?�`:.4�'��P.'PMu"ffF., w",�*1rr . ; , ,. ..; •, • MITIGATING CONDITIONS FOR ENVIRONMENTAL CHECKLIST • L94 -0077 (Sunshine Ridge Condominiums) • B.1.h(i) Additional subsurface geotechnical investigations shall verify the extrapolation of soil conditions at the • north and east property lines, for use in project engineering. A supplemental report incorporating the new data shall be submitted with the building permit • application. This will resolve the data uncertainty identified by Geotech, Inc. (5/13/94:2). (ii) A geotechnical plan to assure no adjoining property settlement shall be provided during building permit • •. review. This shall include, but not be limited to geotechnical and survey monitoring • of the excavation and construction to maintain hillside and adjacent .�- structure stability. . • , . • . .. ... _... .. .. ... .. '.a. . ..._ „p :. _..� "4F; ... ., .:.Y4'r; "• a e,S 9 .. ,. .a .'1::a1' °., e .....y.. ...........,..m,_; -.mow. ru v orv.... .a.re <nwr.vew.w.r..+v.rrro ...,,,,n....+. -. «,e `.a R O B E R T ■ I'ROFESSI0N:XI. 1000 NORTON BUILDING 110 S01111 HOTEL STREET sER% [ I /CV)/ [ � / 1f 1 I CORPORITION SE ' \TTLE: SIII. TON 98104 IONOLUIX. IIA11'.AII 96813 TELEPHONE: (206) 821.11103 TELEPHONE.: (8081333 -6699 A S S O C I A T E S FAN: (2061621.9740 FAX: (8081345 -220(1 CONSULTING ENGINEERS lVTD May 22, 1995 MA 2 3 1995 DEVELOPMENT 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.DOC 5/22/95 • vtrett uMmvzri�";. . : °'}!Y.{{:23!I ff tar4VI ° h'".+ 3t1CfiP . ^.:tZMIL6,,n1101±!H.,f7i31,27. wt.... atwFeNRW ISTO.WVOrO^'w't7X 'argC'teCtaii.:bn + sA CMFSMOR .,,. ',.i �a� w ,,.. w �...-..»........ �...,, w+,... a ..nn:m.�vvv.:..�nw�..r.mw. . P 95 -T- 08,09,10 (Sunshine Ridge Condominiums) RFA #95102 - 08,09,10 May 22, 1995 Page 2 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, ROBERT FOSSATTI ASSOCIATES, INC., P.S. e Sandra B. Stampfli, P.E. SBS:1 cc: Mr. :.Duane ''Griffin City of Tukwila' 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t08 1.0OC 5!22/95 '.. 'ni� f;I' , *5.. t..:'. 3! f?. ar. 1vr>,,,,,, rm ^.>xeyvh ^.ze«,..,..n,, .......„ H o-,....nrie.,e,^.,,, ,w..yr or.4464raro HStZAVIIMtsmstowittdermue..,. «.......e....r miss,eeorewstrW !E!VINIteftft aTitffOra S ' 'i , 4 1 J : `4i►� ` ', City of Tukwila John W. Rants, Mayor t= vPi ;.!_ io �� Department of Community Development Steve Lancaster, Director 1908 May 3, 1995 e Robert Fossatti Associates Consulting Engineers 1000 Norton Building 801 Second Avenue 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, Syl a A. Osby Acting Permit Techni an 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 :: <(, •.. :..: •. ... ..• ii.. ,..v ... ..... ra ,r ..s... ..., w... •. +••u...:a•mR'.,a wra .. rotY. t- M1N.]'- : riM:a J; :;£: 7�.' ".:" r ... a�'" �: ia:] 4] 1:. r,.....' U: iy]:. 5+'.• Prr. » r.' m...... ..... v.. n.. s,.... e...+ vva.. n•• ny. rvesrifaefFh' it uf. na. N. TVYni ..MC'�t.•J.•i. }IYHtTt;Rf ='w. ` PROJECT DESCRIPTION A 28 -unit Multi - Family (R -1) Development in two (2) detached structures containing a total area of 50,994.18 s.f., constructed as Type V one -hour construction over a Type I F.R. structure containing 20,718.66 s.f. of Parking (B -l) on two (2) levels and a Recreation Space (B -1). Building "A" a 10 -unit Condominium (R -1) occupancy, two (2) and three (3) stories in height over slab on grade with a total gross floor area of 16,904.71 s.f constructed as Type V one -hour. Building "B" A 18 -unit Condominium Townhouse (R -1) occupancy, four (4) stories in height and constructed as Type V one -hour, containing a total gross floor area of 34,089.47 s.f constructed over a Type I F.R. structure containing a total gross area of 20,718.66 s.f which has Parking (B -1) on two (2) levels, the area of which is 18,523.74 s.f and the balance of 2,194.92 s.f is devoted to a Recreation Center (B -1) occupancy. The 18 -unit Multi- Family structure is divided into two (2) separate fire areas by the use of a two (2) hour fire wall which extends from the P.T. slab over the Recreation Center, this slab is a three (3) hour occupancy separation, up to the underside of the roof sheathing or a minimum of 30" above the roof construction. The area west of the two -hour fire separation wall contains a total gross floor area of 18,867.25 s.f. The area east of the two -hour fire separation wall contains an area of 15,222.22 s.f. Maximum Allowed Fire Area - Building B Type V one -hour construction Sec. 505 (a) Table 5 -3 Basic Area 10,500 s.f. Sec. 505 (b) 10500 s.f. Sub -Total 21,000 s.f. Allowable Area Increase Sec. 506 (a) 2 North Side 29' -0" West Side 30' -1" East Side 30' -0" South Side 53' -4" (courtyard) Courtyard controls 53' -4" T 2 = 26' -8" Thus: (26' -8" - 20' -0 ") x 5% = 33.34% 33.34% x 21,000 s.f. = 7,000 s.f Maximum Allowable Area 28,000 s.f. CITY OFETUKWILA Proposed Maximum Area 18,867.25 s.f. Off, APR 2 81995 PERMIT CENTER i.ti:; �mwn�. :«» _... — ... .M. e, .Tara �.asam tr hAtti ats tSRX !fi.'4Cut ^ aarr m.nnnAM.. .e..». o..rewom....,,... «..w∎easmw wrew.ma+warrs:.aar nnk April 18, 1995 Sunshine Ridge Building Permit Fee Permit Plan Surcharge Fee Check Fee State Total • Building A Residential gross area 16,904.71 s.f. 3,482.50 2,263.63 4.50 5,750.63 Building B Residential gross area 34,089.47 s.f. 5,493.50 3,570.78 4.50 9,068.78 Parking Garage/Recreation gross area 20,718.66 s.f. 1,696.50 1,102.73 4.50 2,803.73 f .. 10,672.50 6,937.14 13.50 17,623.14 Required at Filing 6,937.14 Balance at Issue 10,686.00 Plus Public Works at Issue • CITRECEIVED TUKWILA APR281995 PERMIT CENTER = = = = = = - - - -= == = = = =C = =lC ====C = === = == = == = == = =__ = =ice = == =______!_ WATTSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 03/29/95 FILE: A:\ \9406 -A.WS bum-plod 't A � HOUSE ID: 10 UNIT (5310 Site: 1-5.24e Macadam Rd. Analyst: Tukwila, WA 98188 Jurisdiction: Tukwila , WA (206) - R 036 Utility: Puget Power REGISTERED Homeowner: / /' 1ECT House Type: Multi- family } Floor Area: 12233 ft2 LE . Kl1SSMAN ( ) STATE OF WASIIINGTO,, Builder: R.S.A. Weather Data: Seattle, WA CITY OF U P.O. 1705 Climate Zone: 1 (206) 861 -7200 APR 2 8 19:, .1 = _ --____ = .===========.7amuLumga.. The PROPOSED design *COMPLIES* with 1991 WA State Energy Code. REFERENCE PROPOSED COMPONENT PERFORMANCE 1942 1921 . Btu /hr -F ENERGY BUDGET 4.07 3.70 kWh /ft2 -yr = - = = = -======================= REFERENCE DESIGN Reference Component Value X Area = UA BG Wall 3.5' U -0.041 211 8.7 BG Slab 3.5' F -0.640 66ft 42.2 BG Wall 7' U -0.036 615 22.1 BG Slab 7' F -0.554 66ft 36.6 On Grade Slab F -0.540 414ft 223.6 Glazing @15% U -0.400 1834.9 734.0 Doors U -0.200 200.0 40.0 AG Wall U -0.058 7222 418.9 Ceiling, Vault U -0.034 12233 415.9 Infiltration ACH -0.350 109018ft3( 698.3) Reference UA 1942 PROPOSED DESIGN COMPONENTS Component Description Value X Area = UA BG Wall R13 Batt 3.5' depth U -0.053 93 4.9 BG Slab F -0.618 37ft 22.9 BG Wall R13 Batt 3.5' depth U -0.053 118 6.3 BG Slab F -0.618 29ft 17.9 c = =c= _=_ ==sc =ri==ce==== ====== == =ss=sccs = =s = p1Q. � ss =assesses Items in parentheses not included in COMPONENT PERFORMANCE totals. _ == Page 1 ========= ========================== ... ,, .tr ,.:: . . < A: ivw.. Ir ,;J'.!t >.t'.'t:'.:' *.YA.mw« t % .'1!ti., r r .me,xr, r+t v . ' ( ( _ _________ = = = = == = = = = =_ = === a = = = == =sea = == ==sass WATTSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT 03/29/95 FILE: A:\ \9406 -A.WS BLuLphoa "44" HOUSE ID: 10 UNIT _- _ = = = = =s = = = = =_____________ ______ :_: :=== = = = = = == =ate :== BG Wall R13 Batt 7' depth U -0.046 615 28.3 BG Slab F -0.545 66ft 36.0 On Grade Slab R15 2' horizontal w /TB F -0.520 414ft 215.3 Glazing @10% 2G1 Vinyl 1/2" w /Ar I0_6 U-0.490.0 624.3 Doors Metal 1 -3/4" urethane flush U -0.140 200.0 28.0 AG Wall R13 ADV Lap Wood d0,A., U -0.078 7783 607.1 , Ceiling R38 batt Vault vented 2x14 16oc U -0.027 12233 330.3 Infiltration Standard Air Sealing ACH -0.350 109018ft3 (698.3) I Proposed UA 1921 Struc Mass Light Frame, Sheetrock walls M- 3.000 7320 21960 Slab w /carpet w /pad, Sheetrock wall M- 5.000 4913 24565 Add'l Mass Concrete 4" M- 10.300 4913 50604 HEATING /COOLING /VENTILATING SYSTEMS PROPOSED Heating System Type: Electric: Zoned System Efficiency: 100 % Modified Efficiency: 100 % Design ACH: 0.60 Design Load(at 44F dt): 137199 Btu /hr Total Load: 137199 Btu /hr System Size: 50.0 kW (125 %) t Average Annual Heat: 65630 kWh Annual Cost: $ 3610 Ventilation System: Integrated Spot & Whole House Cooling System: NONE SEER: 0.0 (Unducted) Cooling Load(at 4F dt): Btu /hr System Size( %Over): tons(@ 0 %) Annual Cool Requirement: kWh /yr Solar Access: Unshaded w /solar access _ = Page 2 ================================.0. AN • . : i..13..P2If... , '.4a.4..A..V12 , ,'- ti0, 411. Y:< K609:. 0icsM4, Anawntiw...........,.......... ...................... ...«,...,......».n.......a*001. 'IMAWV ^n0.0v. ..........-...... ..._...._■ _ .. -.-.- - ........ ,..........m......... .. __= s a= c========================== === = =ees==== =M======MMsssa=In=== .sssatas WATTSUN 5.4A 1991 WA STATE ENERGY CODE COMPLIANCE REPORT . .03/29/95 . FILE: A: \ \9406 -A. W$ 3w`'D i N4 ,I A �� HOUSE ID: 10 UNIT :== s================================= ===ssaaassomuls=ssssss=s=ssssssa GLAZING ORIENTATION . PROPOSED PROPOSED South . • : 980.Oft2 North 270.0ft2 . Southeast : . • Northwest : East : 24.0 •• • .. West •: •Northeast .: Southwest : • • • • • • • • • • . __ = = = ==m ==== = = == = = == = == =o = = = =x= coo======= ==== === =s= =============== =mm=min Economic and energy consumption estimates are designed for.cowparative. ' purposes only. 'Actual cost for heating will vary depending on weather conditions, occupant lifestyle and other factors. • ... RECEIVED NOV 1 6 1994 GEOTECH CONSULTANTS, INC. 13256 N.E. 20th St. (Northup Way), Suite 16 November 14, 1994 Bellevue, WA 98005 (206) 747.5618 FAX 747 -8561 JN 94076 RSA Associates Limited Partnership c/o M.S. Cavoad Company Incorporated 4739 University Way Northeast, Suite 1607 Seattle, Washington 98105 Attention: Mark Goldberg Subject: Response to City of Tukwila Memorandum 11 -4 -94 Proposed Sunshine Ridge Condominiums Tukwila, Washington . Project Number L94 -0077 Dear Mr. Goldberg: This letter is in response to a memorandum from Phil Fraser of the Cl of Tukwila, dated p City • November 4, 1994, that requested additional geotechnical information regarding the Sunshine Ridge site. On November 10, 1994, the project architect, Kussman and Associates, provided us with preliminary plans for the project. We were provided with Sheet Al, dated November 7, 1994, and site grading and cross section plans, dated November 9, 1994. Most of the questions contained in the City of Tukwila memorandum are answered by the plans recently provided to us. In response to the city's letter, the following comments are made. 1. The architectural plan and profile indicated the proposed cuts and fills to be made on the project. 2. Rockeries of 4 feet or less are planned for the project, consistent with the city's 4 -toot maximum criteria. 3. As illustrated on Section G -2, maximum cuts will be on the order of 18 to 20 feet. The plans show the proposed cuts. 4. The plans depict project profiles from McAdam Road to the top of the development. 5. Soldier pile wall construction Is not required. Based on the plans available to us, � it Is apparent that a 1:1 (Horizontal:Vertical) slope can be excavated within the , ■ property lines, • • .,-... • RSA Associates limited Partnership JN 94076 November 14, 1994 Page 2 6. It is our understanding that OSHA and WISHA regulations allow a 4 -toot vertical cut without bracing. 7. No significant groundwater is anticipated during this project, as there is no seepage along McAdam Road, which is lower than the proposed development. However, foundation drains are required and should discharge into the storm water system. 8. Standard temporary erosion techniques may be utilized on this project. These techniques include covering all cut slopes with plastic in wet weather; constructing a silt fence along the base of the slope near McAdam Road; providing an entrance apron. of quarry spells to reduce siltation on the roadway; and utilizing a temporary detention system as determined by the project civil engineer. The proposed construction schedule remains unknown, but it Is our opinion that the site may be developed in any weather conditions, if the mentioned erosion control procedures are followed. In very wet weather, it may be necessary to also protect the foundation bearing surfaces by placing a layer of lean mix concrete or crushed rock in the bottom of the excavation. It is impractical and unnecessary to phase the project construction. The project design has changed since the preparation of our report, dated May 13, 1994, eliminating the need for large cuts near the property line. It is our opinion that the cuts may now be made at a 1:1 (Horizontal:Vertical) inclination. It may be necessary to rebuild the existing rockery on the eastern side of the project where it encroaches on the property line and a retaining wall is below it (see Section G -2). The preliminary plans we reviewed are In conformance with our recommendations. If you have any additional questions, or if we can be of further service, please do not hesitate to contact us. Respectfully Submitted, GEOTECH CONSULTANTS, INC. „Lod sr• James R. Finley, Jr., P.E. Principal . JRF:jcv cc: Kussman and Associates Architects GROUCH CH CONSUI:1'ANTS, INC. . • ,„ D. • obert Ward, P.E. ” - Senior Engineer 4r0.,,i , . 13 t...maier___....,,,..:___:..._..., 95...olis : n C J . .. . ,. wu,v.,„ „, rr./,„ , .rv.. z . • GEOTECHNICAL ENGINEERING STUDY PROPOSED SUNSHINE RIDGE CONDOMINIUMS MACADAM ROAD TUKWILA, WASHINGTON This report presents the findings and recommendations of our geotechnical engineering study for the site of the proposed condominiums in Tukwila, Washington. The general location of the site is illustrated on the Vicinity Map, Plate 1. Following our explorations, we were provided with a topography map and site plan, dated April 29, 1994 and developed by Kussman Associates. Based on these plans and conver- sations with Lyle Kussman, we anticipate that the development will consist of two, three - story, condominium buildings constructed over a parking garage. The parking garage will features, and the proposed driveway and first floor building locations. SITE CONDLTKTh[ Surface The 1 -acre, nearly rectangular tract is located on the north side of Macadam Road in Tukwila. it is just north of Southcenter Mall, near the intersection of Interstate 5 and Inter- . state 405. The topography of the site and surrounding area slopes moderately downward to the south and west; the area is the southwest corner of a large hillside. The north and east edges of the site are flat, and it is apparent that this is due to past grading for an adjacent apartment complex. We did not observe any surficial indication of soil instability on the site slopes. The construction of Macadam road has resulted in relatively steep cuts In the road right -of -way adjacent to the south side of the site. Near the southwest corner of the site, however, the road grade is near the grade of the site. Blackberry vines generally cover the undeveloped property. In addition to the noted apartments on the north and east sides of the site, a condominium complex is located on the west side. GEME'CI I CONSULTANTS, INC. • -\ j } J r. . . ., v .. .. r.v.a N. nw a...rr a[rco .+a C .. Va RSA Associates Limited Partnership JN 94076 May 13, 1994 Page 2 Subsurface The subsurface conditions were explored by excavating six test pits at the approximate locations shown on the Site Exploration Plan, Plate 2. The field exploration program was based upon the proposed construction and required design criteria, the site topography and access, the subsurface conditions revealed during excavation, the scope of work outlined in our proposal, and the time and budget constraints. In addition, we had not received a detailed site plan prior to our explorations, and it was not apparent where the northern and eastern property lines were located because of the apartment building development. Once we received the detailed plan, we realized that our test pits were only excavated to within about 50 feet of the north and east property lines. The test pits were excavated on March 2, 1994 with a rubber -tired backhoe. A geotechnical engineer from our staff observed the excavation process, logged the test pits, and obtained representative samples of the soils encountered. "Grab" samples of selected subsurface soils were collected from the backhoe bucket. The Test Pit Logs are attached to this report as Plates 3 through 5. The uppermost soil unit in a portion of the test pits consists of a relatively shallow layer of unengineered fill. It is probable that fill soil is on the north and east sides of the site due to the apartment complex grading. The native soils generally consist of a loose to medium- dense, gravelly silty sand that becomes denser and less silty with depth. We encountered the sand to a maximum explored depth of 13 feet. The final logs represent our interpretations of the field logs and laboratory tests. The stratifi- cation lines on the logs represent the approximate boundaries between soil types at the ex- ploration locations. The actual transition between soil types may be gradual, and subsurface conditions can vary between exploration locations. The logs provide specific subsurface information only at the locations tested. The relative densities and moisture descriptions indicated on the test pit logs are interpretive descriptions based on the conditions observed during excavation. Compaction of backfill was not in the scope of our services. Loose soils will therefore be found in the area of the test pits. If this presents a problem, the backfill will need to be removed and replaced with structural fill during construction. GrQuunIwater Groundwater seepage was observed at a depth of 5 to 10 feet in two of the test pits. The test pits were left open for only a short time period, and therefore the seepage levels on the logs represent the location of transient water seepage and may not Indicate the static OL O'i ?CI I CONSUI.1'ANTh, INC. • RSA Associates Limited Partnership JN 94076 May 13, 1994 Page 3 groundwater level. It should be noted that groundwater levels vary seasonally with rainfall and other factors. CONCLUSlQNS_AN l2_ RECQMMENDATIQNs. General The test pits encountered sand soils that became medium -dense to dense at depths of approximately 3 to 7 feet below the ground surface. The building loads can be supported on these soils with the use of conventional footings. However, a major geotechnical engi- neering consideration for this project are the large cuts on the north and east sides of the site. Because of adjacent buildings and rockeries in these areas, we recommend that any temporary cuts be sloped no steeper than 1.25:1 (Horizontal:Vertical). A temporary cut slope would encroach on the property lines. Where temporary cut slopes cannot be made within the property lines, it will be necessary to obtain slope easements from the adjacent property owners. If these easements cannot be obtained or if there are utilities or structures that would be affected, we recommend the temporary slopes be retained with wood - lagged, steel - column shoring. In addition, we recommend that the footings of the northern and eastern foundation walls be L- shaped so they will not widen the cut area outside the building envelope. If temporary shoring is required, we recommend that further exploration be conducted, including drilling two test borings to the anticipated depth of the soldier piles. We understand that some rockeries are proposed on the slope at the south portion of the site. If fill soils are used in conjunction with the rockeries, they should be compacted in level lifts. However, if the rockeries are greater than 4 feet in height, the fill should be reinforced with a geogrid material as the compaction proceeds. Some moderately steep slopes presently exist on the site. Some of these slopes were created by unengineered fill soils, and there is thus a small potential for shallow soil movement. However, the fill areas will be retained with foundation walls or regraded during construction, and thus the post- construction potential for soil movement will be lessened. Also, the potential for any shallow soil movement on the post - construction, southern portion of the site will be small if the recommendations in this report are followed. When we provided our proposal for this geotechnical engineering study, Geotech Consult- ants, Inc. was not aware that cuts on the order of 22 feet would be proposed and that tem- porary shoring would be needed for this project. We excavated test pits to 13 feet and found competent soils at relatively shallow depths and only a small amount of groundwater. We anticipate that competent soils continue below the depth of our test pits, but we cannot predict the amount of groundwater below our test pit depths without any deeper 01:0111C11 CONSUI:I'AN'IN, INC. RSA Associates Limited Partnership JN 94076 May 13, 1994 Page 4 explorations such as borings. Our personnel would be available to provide a proposal for deeper explorations if it is desirable to the owner. Groundwater could potentially increase the amount of caving in the sand soils in the excavation and shoring pile holes. Geotech Consultants, inc. should be allowed to review the final development' plans to verify that the recommendations presented in this report are adequately addressed in the design. Such a plan review would be additional work beyond the current scope of work for this study, and may include revisions to our recommendations to accommodate site, development, and geotechnical constraints that become more evident during the review process. Conventional Foundations The proposed structure can be supported on conventional continuous and spread footings bearing on undisturbed, medium -dense or denser, native sand soils. We recommend that continuous and individual spread footings have minimum widths of 16 and 24 inches, respectively, and be bottomed at least 12 inches below the lowest adjacent finish ground surface for frost protection. The footing subgrade must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. We recommend that an allowable bearing pressure of 3000 pounds per square foot (psf) be used to design footings bearing on the competent, sand soils. A one -third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post- construction settlement of footings founded on competent, native soils will be about one -half inch, with differential settlements on the order of less than 1 inch in a distance of 100 feet along a continuous footing. Lateral loads due to wind or seismic forces may be resisted by friction between the foundations and the bearing soils, or by passive earth pressure acting on the vertical, embedded portions of the foundations. For the latter condition, the foundations must be either poured directly against relatively level, undisturbed soil, or surrounded by level structural fill. We recommend the following design values be used for the foundation's resistance to lateral loading: Design Parameter Vail Coefficient of Friction 0.5 Passive Earth Pressure 350 pcf 0110 1.CIl CONSUI:IANTS, INC. : RSA Associates Limited Partnership JN 94076 May 13, 1994 Page 6 We recommend that the slab areas be proof - rolled with a heavy truck or a large piece of construction equipment prior to slab construction. Any soft areas encountered during proof - rolling should be excavated and replaced with select imported structural till. Permanent_Foundationand ReleiningWalla Retaining walls backfilled on only one side should be designed to resist the lateral earth pressures Imposed by the soils they retain. The following recommended design parameters are for walls less than 15 feet in height: Parameter Design_Value Active Earth Pressure* 35 pct - level backfill Active Earth Pressure 45 pcf - backfill sloped between 2:1 and 3 :1 (H:V) Passive Earth Pressure 350 pcf Coefficient of Friction 0.50 Soil Unit Weight 130 pcf Where: (1) pcf is pounds per cubic foot. (2) Active and passive earth pressures are computed using the equivalent fluid densities. * For restrained walls which cannot deflect at least 0.002 times the wall height, a uniform lateral pressure of 100 psf should be added to the above active equivalent fluid pressure. For the foundation walls on the north and east sides of the building, an additional 5 pcf should be added to the active earth pressure due to the adjacent buildings. The values given above are to be used to design permanent foundation and retaining walls only. The passive pressure given above is appropriate only for the depth of level structural fill placed in front of a retaining or foundation wall. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above recommended values to design the walls. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of the wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. The compaction of backfill near GI;Oi1 CII CONSUI:IAN'IS, INC. • RSA Associates Limited Partnership JN 94076 May 13, 1994 Page 7 the wall should be accomplished with hand- operated equipment to prevent the wall from being overloaded by the higher soil forces that occur during compaction. Retaining Wall Backfill • Backfill placed behind retaining or foundation walls should be coarse, free- draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The less silty, native soils are suitable as backfill; these soils were generally encountered below a depth of about 8 feet in the test pits. A drainage composite similar to Miradrain 6000 should be placed between the shoring wall and permanent foundation wall. The drainage composites should be hydraulically connected to the foundation drain system. The purpose of these backfill requirements is to assure that the design criteria for the retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a relatively impermeable soil or topsoil, or the surface should be paved. The sub - section entitled General Earthwork and Structural Fill contains recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof the below -grade walls. If moist conditions or some seepage through the walls is not acceptable, then damp - proofing or waterproofing should be provided. This could include limiting cold - joints and wall penetrations, and possibly using bentonite panels or membranes on the outside of the walls. Applying a thin coat of asphalt emulsion is not considered waterproofing, but It will help to prevent moisture, generated from water vapor or capillary action, from seeping through the concrete. Temporary Shoring - Cantilevered Soldier_Pilee BQldier Pie Installation Soldier pile walls would be constructed prior to commencing the excavation by setting steel H -beams in a drilled hole and grouting the space between the beam and the soil with concrete for the entire height of the drilled hole. We anticipate that the holes could be drilled without casing, but the contractor should be prepared to case the holes or use a slurry method if caving soils are encountered. Concrete OI:O'IECII CONSUI :IAN'IS, INC. ' L. ( GEO1EC11 CONSULTANTS, INC. • RSA Associates Limited Partnership JN 94076 May 13, 1994 Page 9 at the point of zero shear, where the active and passive soil forces are equivalent. The depth of embedment below the bottom of the excavation can be calculated by determining the embedment that will satisfy moment equilibrium about the bottom of the pile and then adding 20 percent to that length to satisfy force equilibrium. Rockeries We anticipate that rockeries will be used in the site development. A rockery is not Intended to function as an engineered structure to resist lateral earth pressures, as a retaining wall would do. The primary function of a rockery is to cover the exposed excavated surface and thereby retard the erosion process. We recommend that rockeries be limited to a height of 8 feet and that they be placed only against dense, competent, native soils. The construction of rockeries is to a large extent an art not entirely controllable by engineering methods and standards. It is imperative that rockeries, if used, be constructed with care and in a proper manner by an experienced contractor with proven ability in rockery construction. The rockeries should be constructed with hard, sound, durable rock in accordance with accepted local practice and City of Tukwila standards. Soft rock, or rock with a significant number of fractures or inclusions, should not be used in order to limit the amount of maintenance and repair needed over time. Provisions for maintenance, such as access to the rockery, should be considered in the design. In general, we recommend that the bases of rockeries have a minimum dimension of one -third the height of the slopes cut behind them. Tiered rockeries are not recommended unless there is sufficient space to construct upper tiers that do not exert lateral pressure on the lower tiers. The base of the upper wall of a tiered rockery should be set back from the rear of the lower rocks an amount equal to the height of the lower tiers. Excavations and Slopes In no case should excavation slopes be greater than the limits specified in local, state, and national government safety regulations. Temporary cuts to a depth of about 4 feet in unsaturated soils may be attempted vertically. Based upon Washington Administrative Code (WAC) 296, Part N, the soil type at the subject site would be classified as Type B. Therefore, temporary cut slopes greater than 4 feet in height cannot be excavated at an inclination steeper 1:1 (Horizontal:Vertical) extending continuously between the top and the bottom of the cut. This temporary cut slope assumes that there are no structures near the cut area. On the north and east sides of the site, temporary cut slopes should be sloped no steeper than 1.25 :1 (H:V). OEOTI ?CI I CONSULTANTS. INC. ; . RSA Associates Umited Partnership JN 94076 • May 13, 1994 Page 10 The above recommended temporary slope inclinations are based on what has been successful at other sites having similar soil conditions. Temporary cuts are those that will remain unsupported for a relatively short duration to allow for the construction of founda- tions, retaining walls, or utilities. Temporary cut slopes should be protected with plastic sheeting during wet weather. The cut slopes should also be backfilled or retained as soon as possible to reduce the potential for instability. Please note that sands can cave suddenly and without warning. Contractors should be made especially aware of this potential danger. All permanent cuts into native soils should be inclined no steeper than 2:1 (H:V). Compacted, engineered fill slopes should also not be constructed with an inclination greater than 2 :1 (H:V). Water should not be allowed to flow uncontrolled over the top of any temporary or permanent slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve stability of the surficial layer of soil. Drainage Considerations We anticipate that the foundation walls will be constructed against the shoring walls. As discussed in Permanent Foundation and Retaining Walls, a drainage composite would be placed against the lagging prior to pouring the foundation wall. Weep pipes located no more than 6- feet -on- center should be connected to the drainage composite and poured into the foundation walls or the perimeter footing. A footing drain installed along the inside of the perimeter footing will be used to collect and carry the water discharged by the weep pipes to the storm system. We also recommend the use of footing drains at the base of footings and backfilled earth - retaining walls. These drains should be surrounded by at least 6 inches of 1- inch -minus washed rock, wrapped in non -woven geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At the highest point, the perforated pipe invert should be at least as low as the bottom of the footing, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 7. For the best long -term performance, perforated PVC pipe is recommended for the footing drains. Groundwater was observed during our field work. If seepage is encountered in the excavations, it should be drained from the site by directing it through drainage ditches, perforated pipe, or French drains, or by pumping it from sumps interconnected by shallow connector trenches at the bottom of the excavation. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand In any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to buildings should slope away at least 2 percent, except where the area Is paved. G !O'I1 CII CONSIII:IAN'IS, INC. RSA Associates Umited Partnership JN 94076 May 13, 1994 Page 11 Additionally, a drainage swale should be provided upsiope of the buildings to intercept surface run -off and direct it Into the storm drains. Water from roof, stormwater, and foundation drains should not be discharged onto the slope, but should be tightlined to a suitable outfall located away from the slope. I vemeatArens All pavement sections may be supported on competent, native soils or structural fill, provided these soils can be compacted to a 95 percent density and are in a stable, non- yielding condition at the time of paving. Structural fill or fabric may be needed to stabilize soft, wet, or unstable areas. We recommend using Supac 5NP, manufactured by Phillips Petroleum Company, or a non -woven fabric with equivalent strength and permeability characteristics. In most instances where unstable subgrade conditions are encountered, 12 inches of granular structural fill will stabilize the subgrade, except for very soft areas where additional fill could be required. The subgrade should be evaluated by Geotech Consultants, Inc. after the site is stripped and cut to grade. Recommendations for compaction of structural fill beneath pavements are given in a later sub - section entitled General and Structural Fill. The performance of site pavements is directly related to the strength and stability of the underlying subgrade. The pavement section should be provided with 3 inches of AC over 6 Inches of CRB or 4 inches of ATB. The pavement section recommendation and guidelines presented in this report are based on our experience In the area and on what has been successful in similar situations. We can provide recommendations based on expected traffic loads and R -value tests, if requested. Some maintenance and repair of limited areas can be expected. To provide a design without the need for any repair would be uneconomical. General Earthwork and Structural Fltl All building and pavement areas should be stripped of surface vegetation, topsoil, organic soils, and other deleterious material. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but could be used in non - structural areas such as landscape beds. Structural fill is defined as any fill placed under the building, behind permanent retaining or foundation walls, or in other areas where the underlying soils need to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content which „, results in the greatest compacted dry density. The moisture content of fill soils is very important and must be closely controlled during the filling and compaction process. CJ ?O'll ?CIl CONSUI:IAN'IS, INC. • ;..:. .: ..... .. ._. ...................... ..........._._..... ......,_..............,...,rr.. .... w- r.xw.. r+q. r.,i. . .. rr. .gin ..,.. r. .... ,........n:.e,r µ.w.i.:... r.. .�.r.. ur. ..r t. { Beneath pavements 95% for upper 12 inches of subgrade, 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the • maximum dry density, as determined in accordance with ASTM Test Designation D- 1557 -78 (Modified Proctor). We do not anticipate that any structural fill will be needed beneath the building. It will be needed only In a portion of the driveway area and in the landscape area on the south end of the site. Provided the on -site sand soils are not excessively wet, they should be suitable to use as structural fill. Ideally, structural fill which is to be placed in wet weather or at the top foot of pavement subgrade should consist of a coarse, granular soil having a silt or clay content of no more than 5 percent. The percentage of particles passing the No. 200 sieve should be measured from that portion of the soil passing the 3 /4 -inch sieve. LIMIIATIQN_S The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soils en- countered in the test pits are representative of the subsurface conditions of the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil condi- tions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in test pits. Subsurface conditions can also vary between explor- GROIECI I CONSUI.1'AN IS, INC. ..,..,....w..rv..> ^.'t. 'vct'.Y..1'.f'": ...`C(',Y: r. ...r. .. t.>......., r..._...,. v« ................._.....-_.»......._..... ....r « +.. ....,...w. n+m..w.frr .,. RSA Associates Limited Partnership JN 94076 May 13, 1994 Page 13 ation locations. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. It is recommended that the owner con- sider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of RSA Associates and their represent- atives for specific application to this project and site. Our recommendations and conclusions are based on observed site materials, and selective laboratory testing and engineering analyses. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our rec- ommendations are not intended to direct the contractor's methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. We recommend that this report, in its entirety, be included in the project contract docu- ments so the contractor may be aware of our findings. ' ADDITIONAL$EBVICES } In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnicai consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the Intent of contract plans and specifications, and to provide recommendations for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work will not include supervision or direction of the actual work of the contractor and his or her employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. The following plates are attached and complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plates 3 - 5 Test Pit Logs Plates 6 - 7 Grain Size Analysis Plate 8 Footing Drain Detail { } GlIO1L CONSULTANTS, INC ' 44 OB \? 1G6�0 ) 4., . d o . 5 -13 1 taxPaREs 8117115 - James R. Finley, Jr., P.E. Principal DRW /JRF:dew cc: Kussman & Associates ,. GLO113C1I CONSUI :PANTS, INC. �r��r v. • • - ' .I g ' „ - I� 1 y , : • co u ..4 ,, d.1 ST AI A .1 IIYT:. w.' . \' •1 ' ...' .;• !{ i 1 NST I i Z • ' ", .• O ♦ J R 1 T I ' 1 wiM = , • lam is .. ' YARK' ' s 4 I som S r ES S 14 S T .__ s I II n ❑ G� ' ..;. ' ,, , .l �• oiIs � d 1 ST t I . ;' • S�!/ 1110 r � \th: I �I • 1 . , . , _ 169 ST y . s SST 1.141 f I 26 1 • ° 25 V' Ifs S 170TH 'ST �� / I cNNlsr• ., . . . / ! w.s V 1 • C ' Pat I 1 A t 1, ∎' 1 , I I ■ i_ • �' , COAT • T! I I • 1 1 _ _ _ _ ! I _ c a iwi al i rr www o . Jr _ 1 �. _ _' S I 176TH 1751N ST _ 1 I A r CC I` 1 a PI%J i . �+ V. ST 0 I 14Q1OWL' I � F / 1 • swl STN $1 • . S • r s (°IgNr i r � ; L > v 1 ^''..17!)TN l I S %Ub' �pR '� �I.• I I tO ` ' . ;. N sT rN . I r tru��w er I o' 1 a O t I i I A ` NI /7 S it .. ¢ it �• • i I • ., . I 'g . ti I Sw IZ ST d < I fEaA R 3 . a e I `r D I I• N ♦ T 1 I a c • 1! 1 ", • 1 , . .r.,• ,. I II._ ��� ~ Geri . . 1 ' r .... ValLEYr El (iv I M fT ' R/DGE .. it j I 1 t l MAX . * � O I I „I.1E1T111 1.-. { � it . _` '•t h ._ s I IWIN f; f I IN i :II > I' I (STiA/TuTH IMS<a Y < • iT • i • III , � ,' , y . • I N . < S f i — .. .,, s IwIN 1 Sr y N ft f J16LI>E 3 1 ' ST . LP I � `. N 1 5 N a I 1.9 I I i I, • VICINITY MAP GEOTEC H - •• MACADAM ROAD • CONSULTANTS TUKWILA, WA • o* No., 001.E Netter 1 04078 I MAY 1994 I . 1 1 1 ' Job No.1 94078 I Dow MAY 1994 NT8 I Ploys, 2 I LEGEND: a 0 \ /\ TP -3 d TP -15‘ *4 `i —40 Amihwinz GEOTECH CONSULTANTS FF =110.6 .\\ N � FF -118.2 `\ 0 TP -2 \\ i \ FF= 107.33 MAC4 ROAD as O APPROXIMATE TEST PIT LOCATIONS ■ 14 r EXISTING ROCKERY \ - ` 1 PROPOSED BUILDING 1 1 i 1 1 O TP -1 1 FF *115.0 \ \ \-.. \ 0 TP -6 \ \ I \ \ I \ N. I Ig SITE EXPLORATION PLAN MACADAM ROAD TUKWILA, WA i RETAKE OF PREVIOUS DOCUMENT • ► i . �IAI�r• _ �`. .......,.cou 4. '" ST AI 4 I a ii. w . " `. ,•:; . . r d 1 , s 1 ,A f i.: � '. • •a �, •.alr:.: L t Tr N ST 1 FS A ; /t - T ±11.''. 10p ,. 1.• f 1 y , 111N II 1 N f/ $ t F ' PAM(' ^ 1 a 1 T1T f ( •,�� • S MOTO ST MI , \ itilh. 71 11 1 2 r ;b 4g I. Sib R. 1 .' I ' \ ‘ . " 1 '': ' 4- - ii • ig- •-i • : 1 . 156TN ST • y 5 . . 0 iTtkik N f h - 11pPr\- is cH I � ' S (. . a� N . e� 1 Itfri• ' Y tj • • = I I � 1 el' 1 4- gIVSr� � i � • ��' I I� 3 �' .• • • 1 J • .•� • O PK 1 ' .h i r; 11:::::;147:3W4.• ' : W a Pule IENNIA. <, RENT I N ►••AA & ••♦ • ••• u Y ANK I C � a 1 • - - — ■ ; . . ti 1 II 1I N 1 r. TIM K ON 2 INO y ��i I 1 1 4 f q ` T la _ 1613 ST 4 1 � WI w/� a SEST /N f 1 26 I • P ^ 1 it/ I S 170TH •1ST 1111.% ` 1 f 1 [NSEN L - 1 1 • in XI I ril 1 GX[[ N . [ Ir 1 pg v A . I . t I 1 ' I MM • W \ t a. r _ \ .. .. I ■ 4 \ TP-8 \ \ I . \ \ I \ . 1 7--------"■__ . . I \ \ \ \ I 1 1 . —.....,. \ Ito \ Ill .. LEGEND: Lil APPROXIMATE TEST PIT LOCATIONS 1 SITE EXPLORATION PLAN • 1 GEOTECH MACADAM ROAD - CONSULTANTS TUKWILA, WA i I Job No.1 1 0eiel I Mole+ I 94078 MAY 1994 I NT8 2 , . - / ..• • , • TEST PIT 3 0 0 c,° USCS Description — FILL Gray, gravelly, silty SAND, wet, loose (FILL) i . _ _ Old topsoil S ........ Brown, gravelly, silty SAND, some organics, very moist, loose to medium -dense • _ ; CD -few boulders encountered 10._ - becomes gray, less silty, dense 15_ Test pit terminated at 13 feet below grade on 3 -2 -94. No groundwater seepage encountered during excavation. Caving above 4 feet. TEST PIT 4 c. tz ff 0� 4' di °Sii 0 c, USCS Description _ Topsoil � _ Brown, very gravelly, silty SAND, many cobbles, wet, loose — 10.9 to medium -dense 5 _ • y SM - becomes tan /orange, dense cP -some boulders encountered — "" - becomes grayish, less gravelly, less dense _ 10 _ SP Gray, slightly silty SAND with gravel, medium- grained, wet, sn-I medium -dense to dense _ Test pit terminated at 11.5 feet below grade on 3 -2 -94. 15 Slight groundwater seepage encountered at 5 feet during excavation. No caving. TEST PIT LOGS ,. GEOTECH MACADAM ROAD CONSULTANTS, INC. TUKWILA, WA ! Job 94076 r 1994 ILo�Dral by: Plato: R • • TEST PIT 5 ., t om O C.? USCS Description — FILL Topsoil & old FILL _ Reddish brown, gravelly, silty SAND, some organics, very moist, loose 5 — - becomes grayish, no organics, wet, loose to medium -dense — ; SM , . _ Z - becomes intermixed with rust color, some boulders, medium -dense 10 _ SP ISM Gray, slightly silty SAND, medium- grained, very wet, medium -dense — Test pit terminated at 11 feet below grade on 3 -2 -94. — Groundwater seepage encountered 7.5 & 10 feet during excavation. Slight caving below 10 feet. 15 _ . i t TEST PIT 6 4. c, 0 USCS Description O Topsoil — Reddish brown /tan, gravelly, silty SAND, few organics, some boulders, fine to medium - grained, moist, loose to medium -dense 5 _ .M - becomes gray, very moist, medium -dense s P ; Gray, slightly silty SAND, fine to medium- grained, moist, 10 _ 9 ' S sM medium -dense . — Test pit terminated at 11 feet below grade on 3 -2 -94. — No groundwater seepage encountered during excavation. No caving. 15 _ TEST PIT LOGS ,....4k GEOTECH MACADAM ROAD CONSULTANTS, INC. TUKWILA, WA [lob No: 1026 1Log%.dbY: J PIa t.: 5 • 84076 1994 W •1 /r-r . a a, E SIEVE ANALYSIS I HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES [ NUMBER OF MESH PER INCH IN ♦ CH US STD ST GRAIN SIZE IN MILLIMETERS J p W W N O O �O O O Oa► • W N - O O O O O 8 N O1 ♦ W \ p a + J 0 0 • O • • • W N loo 'Z , O ill 90 10 , 19 n, 80 _ 20 G _ MI Z r ► z i CO m 70 30 m twig z A R -4 > till m Z 60 1 O a �x m , 0 30 r! I XI CD U eo f 1 m M L 0o X 3 0 ! r CD 20 um . !' 1 80 I I 1 I i I♦ NA, 0 II;: I p I L C 90 E � O 11 1 1 I I i I 1 T C ♦t l I I! I I I I 1 1 1 I I I III � 11I 100 ID a (4 D 0 0 p 0 0 O O O O• as a W N -• • ♦ W N •- O1 a w N O• p W N O A. 1E o N — 1- a m GRAIN SIZE IN MILLIMETERS 1■• D C COBBLES COARSE l FINE COARSE I MEDIUM [ FINE FINES • GRAVEL SAND 33 Z * 0 D BORING/ TEST PIT DEPTH SAMPLE MOISTURE KEY SYMBOL SOIL CLASSIFICATION G 9 2. °f.5 % a— SP /SM 8P o4 D , L{ 3 • I 109% E GM SILTY GRAVEL Et l SIEVE ANALYSIS • HYDROMETER ANALYSIS t SIZE OF OPENING IN INCHES j NUMOER OF MESS PER INCH INCH US 570 GRIN SIZE IN MILLIMETERS p N • • a ^ -\ 5 a j a m 0 0+ O O S O O S O O N a • tr . 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XI 30 A XI A tltl ••t�t>�■w■��I>>��■��..■•■w�t■ mot•■ PI /t� — . — ∎ ��� UN N -�- �� M 40 A 2 ( 1 6 �� ■w ■� ail /��1 ■w ■w�■ w�■ ■ 0 •� ■w■� t: )>_• anMaaa • ■w�■ r■ Icy !• ■w ■� \� �� ■_ ■�■ �■ �jy wM�w■ EMEN ■ ∎ \w�w� \� ■�■ w�■ _ so MI= Mil■MIMMIEMBISINI 1111•1111 MI ■1■ NI 50 m rn 1 m —� ■r ■� ■�III� _ I1111•t■w> ■1■ M■ f z t•miiIIII• ■r ■m ■wl11111101•11111•111=I`_ ■w1111■ IMINE■ EMI IIMI■•■w■1111 ■MIMIw■111111w.w■■■ 111111•M■ m CD >,w_w■w■� ■>_w�1�■.�■�■ >r■ CD -< 40 l M11111111111=■r■NI ■IMIIMB ■►VIIIIMMINIIMI■ r■ 60 I ■r ■1♦ ■111111•11=1■1111U1111■ —■ r■ m m ■w ■M ■Ir■IIIIII■wIIIIt■ II■ mow.∎ ■w■� ■>w•�� AM1■w1■ w■ G) s i r ■t ■ \I1■111111■1■ r■ _ c. 2 m Q 3 0 ■w� ■� .���� ■�� -�� MM TO -i - I _ ■M ■_— M-.1♦ —■ ■ O p ■r■MI ■ ■ ∎11\! ∎■ w■ V -- ■w ■� ■wt•t�>>•■�1I( )�■ r■ A 20 ■w■. ■wl 111111_IS .�_■ A■ eo i �■� itwwr•�i� ∎11• — •�w ■w■a ■_I ∎�� w■ G2 ■r■>• ■MM=1 •W III■..i ■111■ O , ■r■!• ■ •R .fit ■ 90 0 10 ■=1=M� ■ ■w�` 17 �■ � -4 3> ■r ■_ ■ ■w ■�- _: 0 Z w�. ■.. .11�Ihile■ui ■t■ •.■Itt�i�,i i of 0 0 o N ° C o 0 0 0 0 o m m • W a - m a a w re = o °, ° a al b a, - 8 8 o ° o °0 0 100 Cn 4 0 r N • • W N' 0 GM r D m GRAIN SIZE IN MILLIMETERS co 3, D COBBLES COARSE GRAVEL FINE COARSE I YEDIN I FINE .FINES I I *O n D I- T PI PIT DEPTH T SAMPLE MOISTURE KEY SYMBOL SOIL CLASSIFICATION TEST 03 . I 4 ; I 1q% °moo SM SiLT7 SP D - - - I $ 2. /o.1 o,� o�, sP /s M s !\N D i • • • • • • _.., ... ;.. .; ?. ...1 ..,.�..... � nnw., v.. rr, i^: vuvr3r.. �4• re L` i? i'! N,^ r" J. ra'+?.:+ 1R.. �rvc.. v'! msx,,,,.....-....,..+.«.... ........................_.+........-..................,». ......— ......�.»......._ «..... • • • • • • Slope bockfill away from foundation. - -• TIGHTL /NE ROOF DRAIN Do not conned to footing drain. 4. BACKFILL • See text for VAPOR BARRIER requirements. + WASHED ROCK • ' ° . "o" ` ` • • i. e • 4 t r nlin. � o o i . 6 min. ;,:•..• . FREE -DRAINING • SAND /GRAVEL NONWOVEN GEOTEXTILE FILTER FABRIC 4" PERFORATED HARD PVC P /PE Invert of /east as /ow as footing and /or crow / space. Slope to drain. Place weepholes downward. • • • • . TUKWILA, WA ,�`:.'L.a �+:. ^ : "•;., •i :., ,� .. ...._�.... ._.. «, nc..; �vnnewrarrwn !ynewrls.::1�#ifrt`.7ri sSBic::irrrswnk+ua ....:W- „,...... » . «..a s+ wsrrnxxerisU4f +PA: "tl'.t�iL��"r.���:� • • ,. t. . i....: ..";s���tt:: +'s,.J'n.ti:a'`•r:c of f. ��: isS> t ?.S)n'axrs.�...,x,o.,...... «., ..1. ,.......n ,e. s LEGAL DESCRIPTION RECEIVE° CITY OF TUKWILA THAT PORTION OF TRACTS 22 AND 23, BROOKVALE GARDEN TRACTS, APR 2 8 1995 ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: PERMIT CENTER BEGINNING AT A POINT ON THE NORTH UNE 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 UNE "D" OF A BOUNDARY LINE AGREEMENT RECORDED JANUARY 5, 1972, UNDER AUDITOR'S FILE NO. 7201050122, THENCE SOUTH 8813'07” EAST ALONG SAID UNE "D ", 223.09 FEET MORE OR LESS TO LINE " C" OF SAID AGREEMENT; THENCE SOUTH 010'41" EAST ALONG SAID UNE "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. • iAx ?Al2,GE.L. 115720 - 0222 • • • • • • • �... >it:..sir•,,..:s':r, a ................- . -.... ......_......__.... vnmx�arrt�rcsaaaxw• xvxrn.'.+ r,..,....,.....,—....:...- .�...._...... 02 -20 -1996 03:46PM FROM TO 4313665 P.01 l3UL (` "H CONSTRUCTION CORP -- ATION f47 17,43 _✓‘ DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED 5Y LAW AS A I >� i r _ ` _ .c,.�. ►-��' Vi' I • y'.^ .t — �• �. - — . — `fin {r-L• �_ -'if: ', ' • r . • '; STATE OF WASHINGTON • • .rL JC ... f • `� • t ` - , 6' ti .1 t r 4 yi a~:.' . . I - , , / . ti�C � i4 li . ^ ra .•f��.. tiLsi. `• i•• •r'•.. . • .�� r '4.t An e�t n; • • ,` •a " .. J.. =Z 'r`i � 4 ne w � � .� .._... .....•....... 4 _ 0 O 14 • 142E- 062-0OCM21 i �' .rr��.�.,....n �. ..aw.......n w.. �.- uw.�..�....... .....u........- Y- ..�. -...,u .. Z--. ....w�.� -.emu � .n.. .+�..uu. �. ) fQ 4 l ay 2323 Daedalus Avails. East " Smite 410 + Seattle, Wasklegten 96102 (204) 324.1314 • Fs: (266) 33441884 TOTAL P.01 , i . I SUNSHINE RID - � i MACADAM ROAD I TUK WAS HINGTON c rE 't . 1 • 1 , . 1 NI I 1 Structrual Slab Design Calculations I I May 20, 1995 Rel. N.d.z&l'is Job # 95023 : I; 1 2,cts-o1215 � q-O � . ' , CITY OF TUKWILA ;l DEG 1 1995 9 5.0 X 30 PERMIT CENTER f , i { • • .........-_...,...:.....: wf. irtrREUb:..s.! tiSit:^, n: Lt. eR: VT . ht v rarv-. .'. ......................... TABLE OF CONTENTS Structural Slab Design Calculations " ' for 1 sDAVy • ,® CUFiPOFiAI ION SUNSHINE RIDGE CONDO 42081981h St. S.W. 1 Ch'dby . ..- MACAPAH FBI,, Tel., /ILA Lm (20(o rt ao 1■I. o 0 0 0 ° isr-r 0 0 0 0 S IIIIMMIll Ir-ff 18 16*-0- 19.-4 . 16*--0" 16•-ir 15•--0 =MIMI. 11 r I e e o o 6, II 0 1 2& 2 @ 41" ■ zy -- — — — -- -- --. -,- •N l!' 41) IWAIllikyl ill ale ti 11 1 1111 An In . 1 . . 4111■ . .-.., ,.. S @ 48" In -airgn1.,,„,... 1 5T 0 R 1 , , s . , ,1 - . . . ;2 a P li 1111 , In N / 11 -- N In 0 0-= II . - 2 52 - ,---- 4 L Maillitill - ap ..j i- — I I I ' 4 171) U I- r 1 AREA 10" SLAB , z @ 48" .; In CILV. az% 11. I ii ) - C"-, 'Co. 3T @ 48 ii, 1 t, - - In _ . ..--- A CE 04 et I I ., I t _ T 75 " 55 - cifi1 ,- ,:: r , lla SLAB ,... 10" SEA: --" -- L..: ELEV MT../ . 'i _ .. _ , rt WA .6 c-- gil - 1 -1 43 • _—__-_--.-- — , II 2T @ 48 _I i • _, p , Ill J " . 3T 0 4 . J • ii 10 I 4 Alr■ 1 - 3 G 417- - el ..-------- ii ei I 8" 1 " 1 T - raellga ikt 1- I0 I . _ _ r.. TM 4, ,..- 1,- 41111 . 4.75 , 75 7 7 IINIMIN C— — -4 — — .-- b : _ _ I . I • ___ ___ _ _ .-_ M 1 7 (1) / . 1 • .I - • 8.7r r 21. ie 4" 75' ' _ _ a ' .75- it I i In 1 0 SLAB MI WV. Isar L75 L75 In 1111 b i ...- (2 rn C4 3T 11 RED J... 1 11 1 III 11•11 it) l IL -- 1 r ) h b .- b b h J L J 1.- 1 J - "1 _I j J - 1 1-- K) §-- c•1 S . Al■ 0 co .- 0) st a 4. -„, %111 MI c0 N c%1 St rt - In el - 1 4- 1 1 - b ir 5T 4 it t i I • 17C 1 r r Aar r ..7) r 75- — — — _ . 1 _ a .,......i.,..........m • .........,....LL.111MIM , 1 b 22: 2.2. 21%-V . 3T (;) i rn 41 4 10 1 - _ ______DESIcg _Lo_cA:Tiogs 2 _ __ i . O O O O O 137" -6 © 7 0 0 O 16• -6 1 /Y 16• -0" 18•-C" _ 16• -C" _ 19•-r . 16'-C' 16• -1 r — 11r-0' 1 S' -9 1 /t r __ 9• -{ s -8 I . E 5 ^` 3 -2 Z 1.2 ® �I I I I I 1.3 O () 0 " " E f 2 ®41 2 ®41 /-• i i 0 . , In tip %1 # v 1 3®48 I I., K 2.25" . p C I N 0 i is . . 10 1 il n r I - � I � � I1 u =..--2 • - I - ,- 1 ® ft b r o L !.1 1 I 1 b F- I � RE � . 10" SLAB 2T @ 48" ® 1' in in In r' : ' • AREA 1 N •. 5 RA G b • 3 ® 48 10" SEA = CD s , 7 $" SLAB I j I b .: I Jr& Ark ~ v = — LJ LJ J J: 3 - 41 I 8" s " 'N -- --- al n I _ r • i `' _ , !"' 3 48 I ' ?' -- in a MEI 4.7r . 7 .7 7 !r I I1 i* i.. ; ilD .- I. II II in - -- - -- -- . - - - = L � 1 _- -- — -- W . __ —mow y , b ,,--,s--=,.--® i ' 1n .�; I 2 T a 44 = 1 ,R, I ® I ' I ^ • I - 1 1 0" SLAD 1 I • ir 1• 11.7r 1" s.75 3 9.75 1 9.75" 2.75 9. 75 9 1,75 7S 1- S i is iti r- L. ® 3T R 1 o° I -- L J F � R io J � - `' J F- r L J M L J .r I Ls 4r e aD 00 N N S . O.�j, Cts / I ; +� i � -- — T b iffel-1 I vs in 5 ,- 9.75" / 1 9.75 s s N- —ion — — — -iF- N.. t' 1' �>5 r — O T � 3 T 0 I 22 ii 26 of 1 _. DE.51riL STRIP-_ 1.00 t. 1 I - _ ",•„ .• .„_.___.. 4 0 6 ...,. ..\,.....- 0 , I, " . 4 3 -4 • . • DESIG4 STRIP Loe. 44 . , • . - s - /I -1 f DESIGN STRIP 7I& LQADS ne -�n lneerIn 9502 3 1 SUNSHINE RIOCe CoWDo 717 212th Place S.W. r Ck J Lynnwood WA 98036 4 c . . y MACADAM RD. TLIK\,f /LA Ph. 206 - 778 -9130 . . • • .. . . , • . . , . . • . . . . . . . . . . . . . . . . . . . . . . . • . . . . • . • . . . • , . . , . • . . , . . . . , . . . • . . . . . . . . . . . . . . , . . . . . . , . . . . . ' ' " . , ' , . , . . s , - . . , • . . . , . • . . „ . . . . , • . , „ . , . , . • . , . . . . . , . . . • . . , , . • . , . . . . . . . • . . • • • , . . . . . , . . . , . • • • , , . . ' , . , . . , ' , . . , . , . , , : , . , . , .. • . . . . . . . . • .. „ ....-. ' . '• •• 1 -.. '• . „ . . • . , „ • — • ' . • ' , , , ' . . " • ,. , ` . ' ' ' , , , ' ' . . ' • , , • , • , ' . . . . ' . ' , • . . . ' . . ' . . . • . • • . ', • ' . • . - . ' , . . . . . , , - ' , ' ' . . , , , . . , • • - - ' . . . . . . . • • , • " . . . . • ,..,.... • . - , .. . . - - .. .. . . . . . , , . • . . . • . , . . . . . . „ •.... • . ...,... • . . . . . . . . . . . . . • . . . . . . , . . . . . . . . . . , . . . . . , . . . . , , „ . . . , , , . . . , , , , . . • , • . , , , . . . . . . , , , .• ; , • , • , . . • . . , , ' ' . - . „ , . • . . • • . , . . . . . • . — . • . . . , . . . , , . , , . . , , . . . . . . . . , • ' , , . . . , . • . , . . , „ . . . „ , • . . ' " . ' . . , . , . • , . . • . • . . . , • . , ' • , , • . . ' . • , • ' • .. , , , • • . . . • . . . . . . , . . . . ' . . . . . , .... . , .. . „ . • . . , . . . . . , . . , . . . . . . . . . . . . . . . . . , • . . . . , . • - . . . ' • " ! • . " ' ' ' • ' . . ' ' • ' • . ., . • . . • . . " . ' . . . . . . . . . . • ' ' • " . ' • ' , . . ' . ' • . . , . . . . . . . • . . .. ' . , . . . . . • • . ' • • " . . • . . .. . . . . . . • . . . ..... . • . . „.... • „ . • „. . . •• •-.,., . .., , . , .... ' I Page 2 UPPER BM C1 GRID 4 (SUNBM -4U) ADAPT-RC V -1.50 . 2.1.4 EFFECTIVE WIDTH DATA FOR NONUNIFORM SPANS II Page 3 UPPER BM € GRID 4 (SUNBM-4U) ADAPT -RC V -1.50 o J Page 5 UPPER BM N GRID 4 (SUNBM-4U) ADAPT -RC V -1.50 - - M N- MN-- N-- M - - - -- - N ....... N -- II Page 6 UPPER BM N GRID 4 (SUNBM -4U) ADAPT -RC V -1.50 II <- 6.2 REACTIONS (k) -> < 6.3 COLUMN MOMBNr3 (k-ft) > <--- LOWER COLUMN - - -> < - -- UPPER COLUMN > . r ■ i II Page 8 UPPER BM N GRID 4 (SUNBM -4U) ADAPT -RC V -1.50 Page 9 UPPER BM @ GRID 4 (SUNBM -4U) ADAPT-RC V -1.50 12 -SHEAR DESIGN FOR BEAMS AND ONE -WAY SLAB SYSTEMS (ACI- 318 -89) II Page 2 STRIP 1.2 11 -28 -95 (SUNSNI -2) ADAPT V -4.00 II Page 4 STRIP 1.2 11 -28 -95 (SUNSN1 -2) ADAPT V -4.00 II 6- LIVE LOAD MOMENTS, SHEARS & REACTIONS II <- 6.1 LIVE LOAD SPAN MOMENTS (k -ft) and SHEAR FORCES (k) -> Maxima of NEGATIVE SUPPORT Maxima of POSITIVE SUPPORT , II Page 6 STRIP 1.2 11 -28 -95 (SUNSN1 -2) ADAPT V -4.00 II < REACTIONS k > <- COLUMN MOMENTS k -ft -> - joint- ----- - ---2- Lower columns - -- -Upper columns 1 2.039 .000 .000 2 -1.934 1.121 .000 3 -2.106 -.902 .000 4 2.001 .000 .000 • II -Page 7 STRIP 1.2 11 -28 -95 (SUNSNI -2) ADAPT V -4.00 II 11.7.1 REDISTRIBUTED STEEL AT SUPPORTS TOP BOTTOM 1 1 . ! II Page 2 STRIP 2.2 11 -28 -95 (SUNSN2-2) ADAPT V-4.00 I • II Page 4 STRIP 2.2 11 -28 -95 (SUNSN2-2) • ADAPT V -4.00 II 6 - LIVE LOAD MOMENTS, SHEARS & REACTIONS II <- 6.1 LIVE L 0 A D SPAN MOMENTS (k -ft) and SHEAR FORCES (k) -> Maxima of NEGATIVE SUPPORT Maxima of POSITIVE SUPPORT • . .. ∎,..,...,w n.. •,,, , 4 2.227 .000 , .000 ■ li Page 6 STRIP 2.2 11 -28 -95 (SUNSN2 -2) ADAPT V -4.00 • ... ... ... t.f.. •. .t_Y tiR.....i.4 -..) .,w......._.,. .___.... . . .. .•.. w- var... w nrw- .nrYUwrwryrx•.!w✓.rwo-nr. ..,..................... ..._... .... ... .. ...._. .. _.. .. ...._ .. II Page 7 STRIP 2.2 11 -28 -95 (SUNSN2 -2) ADAPT V -4.00 r I Page 9 STRIP 2.2 11 -28 -95 (SUNSN2 -2) ADAPT V -4.00 1 i II 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES i i II 16.6 LONG TERM STRESS LOSS CALCULATIONS 16.6.1 INPUT PARAMETERS : i Type of strand 4 LOW LAX i Modulus of elasticity of strand 28000.00 ksi Average weight of concrete NORMAL i } • i � n 'a II Page 3 STRIP 3.2 11 -28 -95 (SUNSN3 -2) ADAPT V -4.00 II 1 .2 1 .121 2 1 1 ' .245 • • • II Page 6 STRIP 3.2 11 -28 -95 (SUNSN3 -2) ADAPT V-4.00 I < REACTIONS k > <- COLUMN MOMENTS k -ft -> -joint 2 Lower columns - -- -Upper columns---- - 1 .382 .000 .000 2 -.358 11.492 .000 3 -.404 -9.758 .000 4 .380 .000 .000 Page 8 STRIP 3.2 11-28-95 (SUNSN3 -2) ADAPT V -4.00 II 12 - PUNCHING SHEAR CHECK LEGEND: ' CONDITION 1 = INTERIOR COLUMN 2 = END COLUMN li Page 9 STRIP 3.2 11 -28 -95 (SUNSN3 -2) ADAPT V -4.00 , 1 Page 2 STRIP A.2 11 -28 -95 (SUNSNA-2) - ADAPT V- 4.00 I 2 -INPUT GEOMETRY 1 1 1 1 f1 Page 3 STRIP A.2 11 -28 -95 (SUNSNA -2) ADAPT V -4.00 I Page 5 STRIP A.2 11 -28 -95 (SUNSNA-2) ADAPT V-4.00 II Page 6 STRIP A.2 11-28 -95 (SUNSNA -2) ADAPT Y -4.00 I < REACTIONS k > <- COLUMN MOMENTS k -ft -> - - -- -- - -Lower columns Upper columns 1 1.509 .000 .000 2 -1.320 -1.375 .000 3 -1.972 1.518 .000 4 1.782 .000 .000 "' t+M[rn:t•VN\A.],YCN'1. iA1 Y:f!?rlAihb.'Jtma .. II Page 7 STRIP A.2 11 -28 -95 (SUNSNA -2) ADAPT V -4.00 t .tv.,...Y... < S1Sr{F .. r1Mdf.. +vur rw.«..... w.. ww...... ...........:.....✓ n.. r.. w.. e:. M. v. RrK+ rrMtAY. tY MA% N?. FCli9iZ` S fA.�+,�%3vC`�k7.rIfhK9'}RY'rIX HM'nwn\.ey.rr.n .. r Page 8 STRIP A.2 11-28 -95 (SUNSNA -2) ADAPT V-4.00 _ Page 9 STRIP A.2 11 -28 -95 (SUNSNA-2) ADAPT V -4.00 II 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES 16.6•LONG TERM STRESS LOSS CALCULATIONS 16.6.1 INPUT PARAMETERS Type of strand LOW LAX 1 5' • II Page 3 STRIP 6.2 11 -28 -95 (SUNSNB -2) ADAPT V- 4.00 CANT 2 1 .121 1 1 1 .245 1 2 1 .121 2 1 1 .245 . .„ .... ,, ,, „ __ . , ,. _ . ( I II Page 5 STRIP B.2 11 -28 -95 (SUNSNB -2) ADAPT V -4.00 1 9 J . ' . . . ... , . ...'.... . ' • . • . . . . .. b. • • • . :: +. II Page 9 STRIP B.2 11 -28 -95 (SUNSNB -2) ADAPT V-4.00 I 13- MAXIMUM SPAN DEFLECTIONS •..,. . ......... .. ....... .... .. ... ... ...r..._.....,. -,.,. .....,.. n..a.a..vu•netasi •YaY'tlb•N!a,/, - , 1 Equivalent frame formulation per ACI- 318-83 YES • ,i. . 1 f l , ;5 II Page 2 STRIP C.2 11 -28 -95 (SUNSNC -2) ADAPT V -4.00 II 2 -INPUT GEOMETRY I 2.1 -SPAN DATA SPAN TYPE LENGTH DEPTH WEB FL.WIDTH FL.TNICK. WIDTH MULTIPLIBR ft in. in. in. in. <- left - -- right -> 1 f .: o ■ II Page 4 STRIP C.2 11 -28 -95 (SUNSNC -2) ADAPT V -4.00 1 . • I Page 7 STRIP C.2 11 -28 -95 (SUNSNC-2) ADAPT V -4.00 II 10 - FACTORED MOMENTS & REACTIONS II Page 8 STRIP C.2 11 -28 -95 (SUNSNC -2) ADAPT V -4.00 II Page 9 STRIP C.2 11 -28 -95 (SUNSNC -2) ADAPT V -4.00 Structure system TWO -WAY . Equivalent frame formulation per ACI YES • 7 • 3 ' ...... :... ,. :.. .. ....:... t::'.'..,'.t ..: :. ..... ...y ... .. ...... ... __. ...__. ...... ._... _....... ...»....... : nw.nvw.mrtMax. _'J. fn, t5. Y..4 r.t Y: y. M.. arwk !a•ret.nv+tl .an. . ..........___»...... _�.. ____... ._ ... ... _... .._ Page 2 STRIP 1.1 11 -27 -95 (SUNSN1 -1) ADAPT V -4.00 • Page 3 STRIP 1.1 11 -27 -95 (SUNSN1 -1) ADAPT V -4.00 o , ..:t.N.nX , t2CY't<r..._ff n '4+ .,. .I ) 5,.tl :F -tr nY. n., ... ....:.. ..- ........,.,...,....,w...,. , � •aa:rr tcr..a,n:.,,•. . ......_......._....._.... ---.. ..... .. .. . ... . Page 4 STRIP 1.1 11 -27 -95 (SUNSNI -1) ADAPT V -4.00 < 5.1 S P A N M O M E N T S k -ft > < 5.2 SPAN SHEARS k > il Page 5 STRIP 1.1 11 -27 -95 (SUNSNI -1) ADAPT V -4.00 3 -69.34 -.70 -39.73 -29.27 5.01 -33.65 ....s:.,:.:: „:: ;_. y..,.__,._...._.........:.......,. �r .:., »ceo!>w•r.Tr.tncas.�anrrs rye^ rv:+ rw: x• ri. 4 •xme..a.,o-w...w.»...•..«_... -. Page 6 STRIP 1.1 11 -27 -95 (SUNSNI -1) ADAPT V -4.00 II 9.5 REQUIRED MINIMUMPOST- TENSIONING FORCES (kips) <- BASED ON STRESS CONDITIONS -> <- OTHER CONDITIONS -> SPAN LEFT CENTER RIGHT MIN P/A MAX SPACING - - 1 2 3 4 5 6 1 .00(3) 2.18 17.98(2) 15.00 4.02 2 16.72(2) 15.89 10.39(1) 15.00 4.02 3 31.31(1) .00 3.10(2) 12.00 5.02 4 4.17(2) 5.45 11.24(2) 12.00 5.02 5 11.00(2) 1.76 .00(3) 12.00 5.02 . . { ,. . Page 10 STRIP 1.1 11 -27 -95 (SUNSNI -1) ADAPT V -4.00 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES • :1 > <2)C3 ><4 >(S (in) (in) - 1--- 2 - - - -3 4 5 6 7 8 - -- A S 27.03 < 8.60 .00 .68 .74 B 10 27.56 < ; 3.61 .00 .73 .74 Note: Force is the average value per strand (k) Stress ratios are at anchorage (7) and maximum along tendon (8) .._ _....,,.:..,..w...,ny�..f,vN't Me•: \M..Wt+,^I •N tSrt .:try.:t:'.«..n:'. -w., • II Page 2 STRIP 2.1 11 -27 -95 (SUNSN2 -1) ADAPT V -4.00 '.. "v.... .... i , ...: f. •x.... „., . -.... .- a.,,,an .IS 1^- /Jrt '#"'}S.r.Ki..•I v tf -+. '2 YT'T ?RYfC- 'Atnh. W^+u: sin +-> r. wrnr r .:.. • .. .. .... ... . ..... +.. . r•r - .. >. /. ':. • ....'t Aa.- e... v.t i .t � . x . ... • ... ... .,..._......... .... .. ..._.._ ....... ...............+...w...w. Xe' nk1: ` tK.'..'. Y! 4: 4: fv". 4:! iT3J".rJ;tt /�.e!'�+14r++ -r3utt .. ...._._......... .. _. .. .... .. .. ._.. . II Page 7 STRIP 2.1 11 -27 -95 (SUNSN2 -1) ADAPT V -4.00 ,......... -. .,..__. ........_...... ......... �........ ,.. \'rc\S ^9k.'it •:t ... m, ?.Lx?ti.:: .r.. .:.a ., ( ■ is ■ A 6 27.31 < ; 8.65 .00 .69 .74 B 10 27.85 < 3.63 .00 .73 .74 Note: Force is the average value per strand (k) II Stress ratios are at anchorage (7) and maximum along tendon (8) • . .,. .. ..�.. ^i... .. >. .. -. . . . .SS rSCVt zu Pt . . G'I'Y rry . .m+.+. f II Page 3 STRIP 3.1 11 -27 -95 (SUNSN3 -1) ADAPT V -4.00 • Page 4 • STRIP 3.1 11 -27 -95 (SUNSN3 -1) ADAPT V -4.00 `, < 6.2 REACTIONS k > <- 6.3 COLUMN MOMENTS k -ft -> Joint 2 Lower columns - -- -Upper columns ...l.. i•. :. +.,lrv.: , . w....._..r. n. v... n,: n..,. ry 'N >)nyy.}'Lfl�i .T,Y 'M: SLR . re i F•) i sw Page 6 STRIP 3.1 11 -27 -95 (SUNSN3 - ADAPT V -4.00 10 - FACTORED MOMENTS & REACTIONS , • . ., ,, ._ _ ___________ _ 1 • o ■ II Page 4 STRIP 4.1 11 -27 -95 (SUNSN4 -1) ADAPT V -4.00 - - 1 2 3 4 5 6 7 8 9 -- 1 -.00 6.91 -74.18 .00 .00 .00 -3.86 13.24 2 -76.42 50.44 -.01 .00 .00 .00 -16.56 10.44 <---- - -- < -- 9 4 CALCULATED VALUES <- 9.3 SELECTED VALUES -> AL ULATEQ VA E --> FORCE *<- DISTANCE OF CGS in.-> P/A Wbal TOTAL FORCE SPAN (k / - Left Center Right (psi) (k / - (kips) - 1 2 3 4 5 6 7 . 8 1 ... < .:. ...:. .:. .., ., .. .... ....._.. ._......... w-._ ..» n mwa. nren::. w• ': asrxiss. r, cgch; . v �. u: rn» ar, ,.wrn.,• w......,....,- ....._. I Page 5 STRIP 4.1 11 -27 -95 (SUNSN4 -1) ADAPT V -4.00 II Page 7 STRIP 4.1 11 -27 -95 (SUNSN4 -1) ADAPT V -4.00 . •♦.,,'L ':..':. ,,.: . '.: '.::.:..... .a ...... , _.. .... ......�.....- ...v.v....Y.- c.u. .. %.Ml:.. i:RiY .i ... ,.. ,.. rrvvn.r+u+. II Page 8 STRIP 4.1 11 -27-95 (SUNSN4 -1) ADAPT V -4.00 II 12 - P U N C H I N G S H E A R C H E C K _ ' t f ANALYSIS OPTIONS USED: Moments REDUCED to face of support YES Structure system TWO -WAY Equivalent frame formulation per ACI- 318 -83 YES ■ II Page 2 STRIP 5.1 11 -27 -95 (SUNSN5 -1) ADAPT V -4.00 II Page 3 STRIP 5.1 11 -27 -95 (SUNSN5 -1) ADAPT V -4.00 . 3 58.92 .00 .00 6 - L I V E L 0 A D M O M E N T S , S H E A R S & R E A C T I O N S IL <- 6.1 L I V E L 0 A D SPAN MOMENTS (k -ft) and SHEAR FORCES (k) -> Maxima of NEGATIVE SUPPORT Maxima of POSITIVE SUPPORT and POSITIVE SPAN moments and NEGATIVE SPAN moments SHEAR FORCE SPAN M(1) M(max) M(r) M(1) M(max) M(r) SH(1) SH(r) r Page 4 STRIP 5.1 11 -27 -95 (SUNSN5 -1) ADAPT V -4.00 • N. 7y ...n.... . n.., 5 -rw i t s'.."r II Page 6 STRIP 5.1 11 -27 -95 (SUNSN5 -1) ADAPT V -4.00 , i , - x e II Page 8 STRIP 5.1 11 -27 -95 (SUNSN5 -1) ADAPT V -4.00 I 12 - P U N C H I N G S H E A R C H E C K , II Page 9 STRIP 5.1 11 -27 -95 (SUNSN5 -1) ADAPT V -4.00 II 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES 16.6 LONG TERM STRESS LOSS CALCULATIONS II 16.6.1 INPUT PARAMETERS Type of strand LOW LAX Modulus of elasticity of strand 28000.00 ksi Average weight of concrete NORMAL Estimate age of concrete at stressing 5 days - 1---- 2 - - - -3 4 5 6 7 8 - -- A 24 27.66 ; > .00 3.64 .74 .74 Note: Force is the average value per strand (k) IF Stress ratios are at anchorage (7) and maximum along tendon (8) ■; ..... ..... .. ..... r.... -., ......,... .:• ..... .r " r:.f..R.y yw:..I ..., ^: .. w..v. .ave. uv....., ♦ ......... _..... .. .. .. ... .. .... ... • II Page 4 STRIP A.1 11 -27 -95 (SUNSNA -1) ADAPT V -4.00 ....:.. .. i .T;wLrc:.ti.+.•..,........._.._. ..._ ....,.. __..._.._...,...•....,..... �...,.. v. e, an.nrvrwtpu+w:ry.RK�A4GhMrri:2 r.!n:.Mr'+i+LrY^temrYetwa vM�'nnn+...w ..._..........._......«..,.. n....,.. r...... r.. e..... rvmmsrnsn!i<N }i.V:ii:.4:+:+: ^'. ;,. n-.5 ,..t..a+.r ........�..... .. .. .. ... .. .. ..... I Page 6 STRIP A.1 11 -27 -95 (SUNSNA -1) , ADAPT V -4.00 4 II Page 7 STRIP A.1 11 -27 -95 (SUNSNA -1) ADAPT V -4.00 . I Page 9 STRIP A.1 11 -27 -95 (SUNSNA -1) ADAPT V -4.00 II 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES 16.6 LONG TERM STRESS LOSS CALCULATIONS z � , ' %,' ,:._ .:.f ;. :.:::..•::,,�......., _.. ........_.... .. ___.._... _. ,...- ,,...w .,, .ur.^^.+x,rs ......3.kd, ..1 •ien�a¢. rt •.,:�n•, n, ..,�, >.......,..... .. Page G J $ tt1P p.1 11 - 7J ‘ .7uIr..,Nu - ..) 11Nf11 I v vv ti. `, .._. ": _•; •a.,... ,.,... i..... ........ _. .. _. ... ._..,... _. �...«..._.......«....... r...-.« a• ... ovn• rMR• rmxf.+ Ae4Y! :1Y!!P1lS•y'JSt1!'R!Y:.xvJ]r:va nx». : ayarn .•..........__......_.._.. _... _.._._.... .. ........ __. ....._v _...._. ..... rage a 0 i 1tlr 0.1 11 =G/ - 7J k aum Jmtu-t / nun' 1 • 4.,WW . vage 4 , IKly O.J. 11 kouivuiru• _ nvn < 5.3 REACTIONS k > <- 5.4 COLUMN MOMENTS k -ft -> . ._._......«.. s,... w+.» w.. v... mwrn+. a xwA. s.' Mt.'bx4'Vti.1PIEO'^rks'TSCt40 Mitr.wnvm....._.......: vage b 5IK1K• 0.1 11 -7J kJup44p40-11 nunr r r •r.vv e ti . rage / 0IK1V 0.1 11 - 7J kJUIVJI`lu J ,... ... ........... ... . ..... .......•...._.,. a.w- ,wn.. +KNrrMeRAMtt ( Y'14C3niGG".1..'.. ._._ . war: e.-. nm..- sa........w.,w................ _._ ... ....... ... .. . ... . . ... ....._ . . _..... _.. _. Page 0 5 i rclr 0.1 11 - ci -7J ‘ auiromo - • i -nuns . DESIGN MOMENTS (ft R EDISTRIBUTION COEFFICIENTS k 11.6.1 REDISTRIBUTED D GN M ( ) ( ) SPAN (left) (center) (right) (left) (right) Page / - I Klr D .L. um 4IiU i) mwn, , . i . vv fyi Page LU S I KH' G.1 11 _k OUNarro i • • FINE ENGINEERING Page c JIKlr l..l 11 kaur+.nw - A/ - 1 1 _ . }.: .:'a ..i .'. ,. .. ..'. r:•.,..... « ......... ... ... .... .. ..... ... ....... _..._.._..........,. _.- ,._...- ,. ,,.....a, w .. ... .x .3n:'i � Y1 n5YN t5 F, .....n ..... a5w .ai ...........� ... _.. _. ._ .. ... .... Ndye a JIK1Y l..l 11,74, \JVtlJIrL"'d/ 011.01.1 I f ,+.... rage 4 . IIt1Y l..l 11 \JVI14IIV A./ fi rage o o I MIr 1..1 11 - 7J kJVItJNN 4/ rrt.ru r • Page / S i ill, 4:.1 11 /-7J SUr/Jf1l. / nunr i v - 4 . vv Page o 5 1 K1P L.1 11 - 73 k aurr- Irt. / _ MLAIIVI r .r . vv . . Faye -7 aim1r i...1 11 - G/ - /4 \:1V11J1 k. ' A / , ■ r s • r Page 2 STRIP 0.1 11 -27 -95 (SUNSND -1) ADAPT V -4.00 • I Page 3 STRIP 0.1 11 -27 -95 (SUNSNO -1) ADAPT V -4.00 r Page 5 STRIP 0.1 11 -27 -95 (SUNSND -1) ADAPT V -4.00 1 1 II Page 9 STRIP 0.1 11 -27 -95 (SUNSND -1) ADAPT V -4.00 II 11.6 REINFORCEMENT based on PLASTIC REDISTRIBUTION of factored MOMENTS TOTAL WEIGHT OF REBAR = 438. LB AVERAGE _ .13 PSF ■ ,. `•: ' 1:•: ` " .n. i r rQ >h M hJ r 0 ,ltJ J ) Y `vJt k _ II Page 10 STRIP 0.1 11 -27 -95 (SUNSNO -1) ADAPT V -4.00 II Page 11 STRIP 0.1 11 -27 -95 (SUNSNO -1) ADAPT V -4.00 II 13- MAXIMUM SPAN DEFLECTIONS k II Page 12 STRIP 0.1 11 -27 -95 (SUNSNO -1) ADAPT V -4.00 16.7 FRICTION AND ELONGATION CALCULATIONS 16.7.1 INPUT PARAMETERS : If Coefficient of angular friction (meu) .070 /rad Coefficient of wobble friction (K) .0014 /ft Ultimate strength of strand 270.0 ksi Ratio of jacking stress to strand's ultimate strength .800 Anchor set .250 in Cross - sectional area of strand .153 in li 16.7.2 CALCULATED STRESSE S ( avera a g of all tendons) LENGTH <TENDON HEIGHT(in )> Horizontal ratios < -- STRESS (ksi) - -> SPAN ft P start center right X1 /L X2 /L X3 /L start center right -1 2 - - - -3 4 5 6 7 8 9 10 11 12 -- 1 21.83 1 5.00 1.00 8.75 .00 .50 .10 171.97 176.16 182.78 2 26.50 1 8.75 1.00 8.75 .10 .50 .10 182.78 187.85 181.57 3 16.00 1 8.75 3.00 8.75 .10,. .50 .10 181.73 176.44 171.29 4 19.33 1 8.75 1.00 8.75 .10 .50 .10 171.29 165.54 161.69 5 16.00 1 8.75 2.75 8.75 .10 .50 .10 161.69 166.69 171.84 6 16.67 1 8.75 2.75 8.75 .10 .50 .10 171.84 177.09 182.50 7 18.00 1 8.75 1.75 8.75 .10 .50 .10 182.50 185.94 179.74 8 18.50 1 8.75 1.00 5.00 .10 .50 .00 179.74 172.98 169.13 Note: P= tendon profile (refer to legend of data block 9) • Average effective stress in strand (final) 175.00 (ksi) Strand area .153 (in "2) Min CGS of tendon from TOP 1.25 (in.) Min CGS of tendon from BOTTOM for INTERIOR spans 1.25 (in.) Min CGS of tendon from BOTTOM for EXTERIOR spans 2.25 (in.) Min specified average post - tensioning 125.00 (psi) Max tendon SPACING (multiple of member depth ) 8.00 I Tendon profile type and support widths (see section 9) ANALYSIS OPTIONS USED: Moments REDUCED to face of support YES Structure system TWO -WAY I Equivalent frame formulation per ACI- 318 -83 YES r Page 2 STRIP 1.3 11 -29 -95 (SUNSNI -3) ADAPT V -4.00 • II Page 3 STRIP 1.3 11 -29 -95 (SUNSN1 -3) ADAPT V -4.00 • - II Page 4 STRIP 1.3 11 -29 -95 (SUNSN1-3) ADAPT V -4.00 1 ■ • II Page 6 STRIP 1.3 11 -29 -95 (SUNSNI -3) ADAPT V -4.00 ., _ _. . , .... . . . Stress ratios are at anchorage (7) and maximum along tendon (8) 3 - f . 1 1 1 .245 II Page 3 STRIP A.3 11 -28 -95 (SUNSNA -3) ADAPT V -4.00 I 1 2 1 .121 2 1 1 .245 II 2 2 1 .121 3 1 1 .245 3 2 1 .121 Page 4 STRIP A.3 11 -28 -95 (SUNSNA -3) ADAPT V-4.00 t 6- LIVE LOAD MOMENTS, SHEARS & REACTIONS IF <- 6.1 LIVE LOAD SPAN MOMENTS (k -ft) and SHEAR FORCES (k) -> Maxima of NEGATIVE SUPPORT Maxima of POSITIVE SUPPORT and POSITIVE SPAN moments and NEGATIVE SPAN moments SHEAR FORCE 9.1 PROFILE TYPES AND PARAMETERS LEGEND: 1 = reversed parabola 2 = simple parabola with straight portion over support 3 = harped tendon I Page 5 STRIP A.3 11 -28 -95 (SUNSNA-3) ADAPT V -4.00 ,,,„ . _ ... . _ _ If Page 7 STRIP A.3 11 -28 -95 (SUNSNA -3) ADAPT V -4.00 (� Page 8 STRIP A.3 11 -28 -95 (SUNSNA -3) ADAPT V -4.00 - Stress ratios are at anchorage (7) and maximum along tendon (8) I Page 2 STRIP B.3 11 -28 -95 (SUNSNB-3) ADAPT V -4.00 1 IF 2 -INPUT GEOMETRY ; I 2.1 -SPAN DATA SPAN TYPE LENGTH DEPTH WEB PL.WIDTH FL.THICK. WIDTH MULTIPLIER i Page 3 STRIP B.3 11 -28 -95 (SUNSNB -3) ADAPT V -4.00 I Page 4 STRIP B.3 11 -28 -95 (SUNSNB -3) ADAPT V -4.00 II 6 - LIVE LOAD MOMENTS, SHEARS & REACTIONS If <- 6.1 LIVE L 0 A D SPAN MOMENTS (k -ft) and SHEAR FORCES (k) -> Maxima of NEGATIVE SUPPORT Maxima of POSITIVE SUPPORT and POSITIVE SPAN moments and NEGATIVE SPAN moments SHEAR FORCE o II Page 5 STRIP B.3 11 -28 -95 (SUNSNB -3) ADAPT V -4.00 II Page 6 STRIP B.3 11 -28 -95 (SUNSNB -3) ADAPT V -4.00 II < REACTIONS k > <- COLUMN MOMENTS k -ft -> -joint 2 Lower columns- -- -Upper columns 1 1.599 .000 .000 2 -1.904 -2.994 .000 3 -1.094 2.782 .000 4 1.398 .000 .000 10 - F A C T O R E D M O M E N T S & R E A C T I O N S IF Page 8 STRIP B.3 11 -28 -95 (SUNSNB -3) ADAPT V -4.00 I 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES 16.6 LONG TERM STRESS LOSS CALCULATIONS . II FINE ENGINEERING STRUCTURAL ENGINEERING CONSULTANTS i ;.. ,.. .. .,•., ....�.... .......rs...sv.• t.g.M C GIs rry ■ II Page 2 STRIP 1.4 11 -28 -95 (SUNSN1 -4) ADAPT V -4.00 . (Uniform) (Con. or part.) ( M o m e n t) SPAN CLASS TYPE (k /ft) (k @ft or ft-ft) ( ft -k @ ft) - - [ 1 2 3 4 5 6 7 8 i'l 1 .245 II Page 3 STRIP 1.4 11-28 -95 (SUNSN1 -4) ADAPT V -4.00 II 1 2 1 .121 2 1 1 .245 li 2 2 1 .121 3 1 1 .245 • II Page 4 STRIP 1.4 11 -28 -95 (SUNSNI -4) ADAPT V -4.00 II 6 - LIVE LOAD MOMENTS, SHEARS & REACTIONS <- 6.1 LIVE L 0 A D SPAN MOMENTS (k -f t) and SHEAR FORCES (k) -> Maxima of NEGATIVE SUPPORT Maxima of POSITIVE SUPPORT t II Page 5 STRIP 1.4 11 -28 -95 (SUNSN1 -4) ADAPT V -4.00 . 11.6 REINFORCEMENT based on PLASTIC REDISTRIBUTION of factored MOMENTS I TOTAL WEIGHT OF REBAR = 225. LB AVERAGE = .19 PSF I 11.6.1 REDISTRIBUTED DESIGN MOMENTS (ft -k) REDISTRIBUTION COEFFICIENTS (Z) SPAN (left) (center) (right) (left) (right) - 1 2 3 4 5 6 1 17.07 247.92 - 462.74 .00 13.97 2 - 462.74 430.46 - 382.93 13.97 14.72 3 - 382.93 224.83 13.17 14.72 .00 1 II Page 7 STRIP 1.4 11 -28 -95 (SUNSN1 -4) ADAPT V -4.00 j ' Page 8 STRIP 1.4 11 -28 -95 (SUNSN1 -4) ADAPT V -4.00 1 1F'. I Page 9 STRIP 1.4 11-28 -95 (SUNSN1 -4) ADAPT V -4.00 I 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES 16.6 LONG TERM STRESS LOSS CALCULATIONS Note: Force is the average value per strand (k) Stress ratios are at anchorage (7) and maximum along tendon (8) PINE ENGINEERING STRUCTURAL ENGINEERING CONSULTANTS 717 212th Place S W Lynnwood, Washington 98036 ( : ADAPT POST- TENSIONING SLAB /BEAM SOFTWARE ACI-318-89 /UBC -1985 (V 4.00) ; ; 1733 Woodside Road, Suite 260, Redwood City, California 94061 DATE AND TIME OF PROGRAM EXECUTION: Nov 29,1995 At Time: 9:08 r . II Page 3 STRIP A.4 11 -28-95 (SUNSNA -4) ADAPT V -4.00 II 4 - C A L C U L A T E D S E C T I O N P R O P E R T I E S II 4.1 A T M I D S P A N SPAN AREA (in I (in Yb (in.) Yt (in.) -1 2 3 24000.00 4 5.00 5 6.2 REACTIONS k > <- 6.3 COLUMN MOMENTS k -ft -> 2 Lower columns- -- -Upper columns 1 24.68 .00 .00 2 24.68 .00 .00 [ , II Page 4 STRIP A.4 11 -28 -95 (SUNSNA -4) ADAPT V -4.00 I - M O M E N T S S R E D U C E D T O F A C E O F S U P P O R T II Page 5 STRIP A.4 11 -28 -95 (SUNSNA -4) ADAPT V -4.00 t. ■ Page 6 STRIP A.4 11 -28 -95 (SUNSNA -4) ADAPT V -4.00 t /: ..,.,., ...,' '.::..4t•w..i ......�.....-_.. ... ....... � ......... - ..... r. nrc,+.wrr:U'H' h•:eYNfxYF`nr/\w nwre nn +w........ ». . ■ II Page 7 STRIP A.4 11 -28 -95 (SUNSNA -4) ADAPT V -4.00 I 13 - MAXIMUM SPAN DEFLECTIONS 3 II Page 2 STRIP B.4 11-28 -95 (SUNSNB -4) ADAPT V -4.00 I 2 - I N P U T G E O M E T R Y II Page 3 STRIP B.4 11 -28 -95 (SUNSNB -4) ADAPT V -4.00 1 1 I - 1 - --- - 2 3 4 5 6 7 8 1 1 1 .245 1 2 1 .121 l 2 1 1 .245 ' 1 II Page 4 STRIP B.4 11 -28 -95 (SUNSNB -4) ADAPT V -4.00 li < 5.3 REACTIONS k > <- 5.4 COLUMN MOMENTS k -ft -> Joint 2 Lower columns - -- -Upper columns I i 39.85 .00 .00 2 109.34 .00 .00 3 3.66 .00 .00 4 109.16 .00 .00 3 .00(3) .00 6.59(1) 15.00 4.02 4 5.82(1) 3.53 .00(3) 15.00 4.02 L LEGEND : . (1) Stress at FACE OF SUPPORT governs (2) Stress at CHANGE IN CROSS- SECTION governs ?_ (3) Based on stress, NO POST- TENSIONING required s:• ak d '2'i,:; 7:.".,., r. ei,..: u.., o«..,...... .. ............................... ...:... .... ._ . �.. ..... ....,.. _ _... ._. _....... Ir Page 7 STRIP B.4 11 -28 -95 (SUNSNB -4) ADAPT V -4.00 - 13- MAXIMUM SPAN DEFLECTIONS L Concrete's modulus of elasticity Ec = 3604.00 ksi Creep factor K = 2.00 Ieffective /Igross...(due to cracking) = 1.00 Where stresses exceed 6(fc')"'1 /2 cracking of section is allowed for. Values in parentheses are (span /max deflection) ratios I < DEFLECTION ARE ALL IN INCHES, DOWNWARD POSITIVE > SPAN DL DL +PT DL +PT +CREEP LL DL +PT +LL +CREEP -1 ' 2 3 4 5 6 1 .07 .01 .03( 7370) .03( 6269) .06( 3387) 2 -.01 .00 .00(23735) .00(36371) - .01(14362) 3 -.01 .00 .00(36420) .00(33000) - .01(17313) ( 4 .07 .01 .02(10425) .03( 6261) .05( 3911) f'. v • t , II Page 9 STRIP B.4 11 -28 -95 (SUNSNB -4) ADAPT V -4.00 IF 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES 16.6 LONG TERM STRESS LOSS CALCULATIONS • 1 Page 2 STRIP C.4 11 -28-95 (SUNSNC-4) ADAPT V -4.00 A Y , • II Page 5 STRIP C.4 11 -28 -95 (SUNSNC -4) ADAPT V -4.00 I 9.2 TENDON PARAMETERS TYPE X1 /L X2 /L X3 /L A/L 2 -2.519 .751 .000 3 -2.866 -.581 .000 4 2.664 .000 .000 Page 6 STRIP C.4 11 -28 -95 (SUNSNC -4) ADAPT V -4.00 3 - 280.20 278.07 16.65 15.81 .00 ft ..'Ii.i:..:.Jri•.f ... r':...: t. .!. a.. i:..^'. kt. C' a: rr. r. rnn. s... w- ....,..... ..»......-._.,... � ............. �«......_.......... V.. .+• �.. rwrtrvr. vnlHnM. 2vf: 0M. Rrrl WRlNLl 4■arww. an.. ...u..u......r «.._.. .. ............ .. ... ': .- . ... ....... ..... ..... «�_....._.. _.... • • . , -• .. • ..., . , ,.. .,., .x.- ..,cnr n»ti nr+,•.rK ra u e.. .. Page 8 STRIP C.4 11 -28 -95 (SUNSNC -4) ADAPT V -4.00 IF 13-MAXIMUM SPAN DEFLECTIONS :f :...T :. .., {.'; :c "t.' •. _ .., «..-.. ___.... _. _......_ _... .. ...._ ..._.. » ................. ....... w...........ay.mea<_w.? J.rt.3. ,'..n, amKat!mnv..rnn <,. .,... ,........_.�... ... _._. .. _.. _. ._ __. ... ....... ...........__. ..._.. _ ., Page 9 STRIP C.4 11 -28 -95 (SUNSNC -4) ADAPT 11-4.00 • Equivalent frame formulation per ACI- 318 -83 YES Page 2 STRIP D.4 11 -28 -95 (SUNSND -4) ADAPT V -4.00 I 2 - I N P U T G E O M E T R Y IF Page 3 STRIP D.4 11 -28 -95 (SUNSND -4) ADAPT V-4.00 ," . . r• . r.nery t •T 1 } i Y J! , Iry rY e • -, . ..._ . _...... __ ___. _ _________ __ _ Page 8 STRIP D.4 11 -28 -95 (SUNSND -4) ADAPT V-4.00 I 16 - FRICTION, ELONGATION AND LONG TERM STRESS LOSSES 16.6 LONG TERM STRESS LOSS CALCULATIONS 16.6.1 INPUT PARAMETERS : Type of strand LOW LAX Modulus of elasticity of strand 28000.00 ksi Average weight of concrete NORMAL Estimate age of concrete at stressing 5 days - 1---- 2 - - - -3 -4 5 6 7 8 - -- A 18 27.24 < ; 2.29 .00 .72 .72 Note: Force is the average value per strand (k) l Stress ratios are at anchorage (7) and maximum along tendon (8) FILE 1,2 FA • •.• MISSING legal description kussman associates sunshine ridge site plan floor plan elevation baima and holmberg mark goldberg grading and drainage plan the peaks at tukwila plant legend highridge landscape plan landscape plan LAYOUT AND GRADING PLAN fence setback landscape draing trench drain channel drain plan floro plan plan floor plan plan plan isometric view plan view j kane and company rainier industries shop drawing irrigation plan site plan -�/ 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 CL1ytR 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, $4 An (u J East side controls 43 C. taken rths[erials are inco rated into an otherwise fire- resistive assembl 26- Provide !very unit tatty door with view port 1 "through dead bolt ti CAv 1� l LAYER 5/a TYPE x GW9 ATTACHED con Y 27 P rov e safety glass in all shower enclosures: tsi+k U•$,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 X4STUDB �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 parking garage . . . building BUILDING ACCESSIBLE UNITS DRYER EXHAUSTING INFORMATION TYPICAL UNIT PLANS RSA ASSOCIATES TYPICAL UNIT PLANS WINDOW TYPES DOOR SCHEDULE GLAZING SCHEDULE ��I // '-- ;. / / \ / //11 ii \\ \ ` I ! F ,' 0 ,` 1 _ -. _._..�°tL. eL. ate_.. \I i 1 I / / \ 1 s /J . 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B x 1705, Bothell, WA 98041 1705 1 6� c - a = (0) 7 200 F 30 2 € k - ' - , -.. ' RS>Q ASOCIQ S I, k 1` �� t ` ! ° 6 ax: 885-1 z 2 t ' - x Macadam Rogd Tukwil WashingtonR `'t - 4 s,r ;-__ . ,, _ I i� .= ,.„ /'/ ,,,,,,/ \\\ ' // / r I \1 \ \ / , / /, 1 \ „ //, \ I „,./ i , ,...... , ..,,, ,,,, .. /// ,, .,,\, 1 .:.,., ///, ,'\� /// /// t \\ \ ,.. ,,. . /.,/ ,1\ , ,.../// ,, _,,..,,,,A__...1,1_,..=..,,,,________..____.1! T ' 1 . (72) 4. / , t \4, I / 1 / I I'' .p , 1. n \ b j' l s i 1 I. ' _ jj:: _ I, / L J. 777 z— j I < pi ii r 1 tr ik . 1 i I '.--."....” ,, ,;`,_, _!!, 1 J ! il '` , \ I - -, I ' „c.c.—. JI ! c . _ '. ' / :: / N k �/ 7_ i ::: I � 1 _ , — III >. 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Box 1705, Bothell, WA 98041 -1705 c o (206) 861-7200 • Fax: 885-1302 - m - -, Macadam Road, Tukwila, Washington • ,{ y , I r, 1 k - . . .. „ f - r--+ 0. O : O,J o :. 00 N .,O �;•m -' 1 Lr h 4 —� ( . °" 00 �� � � a I I „,„,,;,, ,1,, 1, „,111h,, i „,,,: ,:,, I ' li,,L:,,,,,;,:,.,,,,:,,,,, I I I I I I , 1 .,L1 I '1 I I I II ' I I L. r. .I I I' , i I ,- I ;'- I I L I ;;, I I. I I —: I „, I „ih I 1 1 1 ' III 7036 I j1 I ' I RE�I,,TE?E7 „,„ , ,I, ,1,H H ,,,, ECT'* L a, U SA7N ' f il �. 7 FOF Wf,SNING:UIY 1. 1 Ii , ,.I 11,1 ' I i 1 1 ' 6 0 I HI H A � R F � I'll”" G x 7 75 v Er ' 1 1 9. G: Gig 1 n ooF 4l AR . F. �, AVG.' ;HEIG HT 178.00 I "'HI”' � x , I �.. 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T. 1 . ; r.. 7, �A e.: .< , ; „ E — �� i P,. ,, r -hcE :. : J.E ._ . .._ ' - l� c 50 ■ F II i , r - 9 e i ( o C -gin - V 1 . I _E COL b S t 1 .H v.. ,.= 5 -4 o F . 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 , ID /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 I - ! " 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 t L cC iO' '4 Gc'':T. 1 .. " -� 1 �/ �J !_ it 1 lY ., a -!7 1 11"- GALE I/ 1,r_ C o. _E /_' _ � \, � -." , ... . :.. RECE It Job No. 9-46 G? '. 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C) ''' \ 1 - - V - -- -- :. <r \ I _ �\ \ \ \ \\ \ \ \ \ i I I g \ f' N li , 1 ‘ I .e, 1,C1') 1 1 \ \ ` \ \ \ \ \ J. \\\ ` \\ \ \\ ; ` \ \ \ j \ \ \ 1 P.� \ \ \ \ \ \ \ \ \ � \ \ \ I � ° I Q c9 .:.• .-.!- \ <1.c, - - \ I o \ , o ∎, !, , ..o� ,4 \ i \ 124.25 1 � \\ 1 1 1 1 I I7. 4 \ ' I la N t .. ` + + + + �. 1 \+ 2 d \ +1225v I. `\ \ 11 ........ ........ 1 1 11 a• +II',.» % + !14.cn I + \ � +1.. \ \ : +114.00 + k::::,.:::::::::: + 1 t ! 1 � I ` 1 I 1 1 ( ! \ 1 \ \ \ \ , 1 -t ( ®`•(� I Iii 1 p 1 I \ \ \ \ 1 I ,p - ! 1 1 \ \ � + i,' i+ x .r. i l :vs 1 I I C \ 1 ` \ \ 1175 'I 1 19 Sn y . 1 1 1 1 I 1 \ 1 ■ \ \ / HO `:15.:0 \ \` i 1 \ \ \ \ !; 1 \ 1 t o �/ 1 \ \\ - 1 1 \ 1 I 1 \ \ I 1 ; 1 n,1 _ ' 1 \ \ II °.fin • \ 1 + 114:0 0 \.: \ ' +IIS:33 1 �... \ 1 t, t 1 1 \ i / \ \\ I' \ I I 1 \ t I I 1 \ ■ D \ \ N I \ 14 \ . • \� • �\ _ _ _. _ 1 r i - 1 � s . � + i t1 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, \ I \ \ \ \ I : 1 / I I I 1 I j PUBLI W C \ \ \ \ \\ \ ii \ \ \ 1 \ \\ 11 1 I 1 1 1 1 I I I S i errcNTloN sun- coxznncroas: '-- N Z \ \ \ u'7 \. u7,5o 1 1 + { G ! L �'� 1 a vupelemance'tol cop o! [ gaoce enganeer]n .curl \ \ \ 1 \ ` + I ( 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 cneae aocuman \ ( IIE.s I��\ I _ n I I N e n . 11 + \ 1 \l I I I + I I I � . .. I- -- -_ ¢ �,: namr ' aria`s =,: ieala'ei °� `' ,coca. h G —•a,, .r .� a. 1 ce O r� \ -__ \.... _ _ _ _ _. _ . -... 1.. _ -_' - �K CONOLVSIONS • AND REDOMMENDATIONS v O N.88 ' if `v./. p +,,,,'„...'.-,5 I ! e I vanerel me as rand a owanea In me racem real Pna wer..er aknner to cwaluona In \ 4.00 \ \ _. 3# + 1 - - -1 _ 1 1 ! 1 1 ( „ N ur eadNr Ieal pits Tampon ry ilia of 1 1 !H I V Ncel) are eWteae for the polecL Each , O \ \ ! �- I . .v - 1 I I O 1 IH, on should extend continuously between Its lop and bottom no near-vertical cut should M- � O • \ \ \ 110 f +; \ C 1 ' 11� 8I I I 1 ; 1 I / i I m be mad. al Ins base ease ; ., o e rember 15 wens It a temporary cuts of 1:1 r (J ' ,5 In f M:Vju be made wNh Ne es. -- v \ \ \ \ �\ I { appears that lemporn I \ \ ��._ — I — __ — -- I I . - -- _ + _ ,; o 'I I / 1 \ ,S%',.:, O v e po 1 r nl teat ala and merorwa ,e from '.I . - Q \ v \ } ! ` I I 1 t 1'O.' /l I �^�.3.: --- • :•. � ° O o IIMa I dw t as obaenaa In o f 1 recd _ \ ' r+ - 1 - ,•;•,05 I 1 , � I ', nr v..me arw. \ ill \ \ \ - - - _ 1 \ \. \ 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 that .l lean four t,.._..1 •- 0 o \ 1 1 1 I n+al ecoroa he ... on m m,v. xu..non In ose some In,taanl oaur. \ `\ \ \: \ \ \ I ■ 1 \ 1 1 \ I 1 I + -,..., �. \ I I I h wo rkinv noue a. Aadumna boa;a may be C a d they nhoud ba axenaae wmin spin c Q \ \ \ \ \I \ 1 I _ _ I I + I -- — I 1' I I we urkenaene u,al on a ie son w,l be a becklill wttare p o e aib a M o ! use .al \ +I; S.� ■ \ \ r r 1 \ \ 1 ■ \ \ l } 1 1 ::3 'cE + i= rv0 .=,� L - -- - 1 I encountered In the lest mnalatetl of ell y and axanuy duly Warta aemuaa or me .0 content, _'43") I \ \ \\ \ I GJ.7 = 1 I {- fL3. 11^ A )r I '"' 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-..,1-,,, I i e i .m otter i en<.. -le in me �. e nave sec on from I eo eM b.rJ i e . repo, -G \ N I \ \ \ \ 1 1 ' —1 — -- J— i I I \ Ill I v I an of our oeotem a s p n.aa G 1 ai ° a p tmum ma �ntenl dodn M 8 `\ \ \ \ \ \ \ \ 1 1 1 1 t + 132.3 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 \ .---4c \ \ \ \ \ 1 12b.7e 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 Ih 1 M ih \ N \ \ \ \ 1 \ I _ wl r wishes to utilize structural fill bene \ \ kga re on N e bWMinp'a Ih edp a 0 111 I N e b f Ih II end en i Q \ \ deNd II Iaour oplNOn. 1 rid si f Ih d can drba .whet II will xkel be I \ I b.� \ \ I m \ I \ \ In in could b done by a end swi al Flit e a ther of Dying could be acne by aeration during warm weather or by IM aauwn a kiln dun The on -nee \ \\ IO C , \ \ • ` I \ \ \ \ \\ \ 1 I # 1 sand Is likely aulleae to use as II beneelhlhe slab but some drying may be needed 11 Me sand Ia ■ \ - \ \ N \ \ 1 \ \ \ \ 1 1 ( \ I - 1 9 EC. 2'1, IR9� .Ov \ ■ \ \ \\ \ \\ \ \ \ \ i \ \ - \ 1 -- / \l/'\V �T1 F4 G7 ULFi i- �' - L� Fv \ _ - -\ \\ \ \ \ \ \ \ \ l ?$. ^7 \ \ \ = \ 1 ALSO 5�0✓r:xl:; z lNfs;? GT �.�e c�: • I \ \ \ \ \ \ \ - \ \ + \ \ I Was 4 SDUT �: _: \ \ � -�\ \ \ \ \\ \\ \\ \ � \ \\ 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 TIOn I // \ \ \ \ \ \ \`\ \\ \ 1 I 1 1 ion Monitoring '�` \ 1 \ \ \ \ \ \ I I I ! Prior to �/O I 1 _ — \ \ `•\ \ \ _ I I f photograp vis \ \ \ \, \ - I omen csnditibuildin a, aveme \ I / g p nts, andu �, _ _ j I l \ ■ \ \ \ \ ■ \ \ I e immediate. vicinity of the site. in. order to avoid, and /Q /as \ \ \ \ I 1 1 I Y protect 2 \ / L \ • s, • ° 1 $ f Z4'E - - `\ \ . \ , \ \ 1 I I the owner. from, unsubstantiated claims from surrounding property m -- -- - - __ -- - - — _ \ . \ \ \ 210,54' 1 \ \ ! \ • \ \ \ \ \ \ \ I I ■ ■ 1 1 / owners. : _ / OO - — - — _ \ ` \ / � 6 / \ \ • � -- — \ 11, o \ •s• \ 13 0 \ \ N. \. 1 1 1 1 I L ( '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 \ / ` \ \ ' \ \\ • N • \ ' u.-- - - -- -1 - 7 - --1•36, — — we recommen3 - establishing a series. of survey r eference Job NO. 4G�o — — _ — — — 98 \ \ Q 10` \ \ /Q \ \ a — — — ¢ \ g l r points to \ o O \ \ \ ■ _— \ \ \ \ --/ �ast]re " the horiz�rftal' deflections of the sloped. Control D \ \ \ • ' \ \ \ \ / ,.\ \ \ \ ` \ ` should`be established Z �. distance well away -from the walla and Sheet Of \ \ \ I \ / / / 8 . \ / \ .\ ■ ` ; '\ Q _ \ / 0 \ $ \ p, .\ \ \ 1 ! - / •o \ \ 1 \ I I \ \ \ \ 2,- /26 / /3,, that there arrR no deflections: VVV I \ \ \ 8 (13.05' 3 - THE GOMPLE IE LINErt aq]a] \ \ \ \ \\ O` ,, `9 - o + ------- - - --- -- - -- l o _I 159.ca '.2 "PROPER (2,24 E . ET !N LEAD ± TACK o.+ Rou<� ■ I L O / 1 _ I!5 '� 1 - 0 5C 1-o d )r ! --1 • (� .L �, h.. 140 _ — — _i ® co N / VJ Q a il!5 ■• GRAD F_ ,A„ - E2,5T1tIG "Roc ,ER'j 1 n IIP i i 1 t r2 _J j i E_XISY1tiG ?nro _- Y . G :_ j EW 'RocCE,..., - t ' c t i 1 nl G' -� — O a 3 E.So O .128. %> -+ - < F v ,_,"/E o= F'CU 1gr10n! 11���111 �4 . : I / -.. I LINE OF F_cGtYgT:oLi - FRdPERT�r L.1,, i i I 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 i l N Iii <E HI Iii i i .s 14 -, it :18.0 _� i ! � 14 &. `. 1 f .) I , r } r . 3 .. 1 —' _ ------ EXGVAT ION 0 O I (�,.'; �!- aRADE / ��5,15TI 1G -ROC,ERY I... I 1 =3.„1 -z X11 ) .-- "FIN .5k GRAZE . ---- * , _ �� -_, .w "' v /.- \ \ J ) • __ _. I /�' -I-- Q - .. .- - -L -7 i I -- __ c Tlol.: i Q / i — Ex AVAT1Or. p. +\`` 135so i — - -- CO I /4 ,. -0 . r . ( � O �. i ` YRDPEv, , -In1E7 1 4 - PROPERT - 1 LIn1E ---- ......, 134 I t I -_— I 1 i' _ 10 I - - -- � I i — o. — a . —q — c H I . 'DEC. 27 t'9 „� 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 - -) i • 71 i I i I i '' L— D 1 1 \I\ i I I 1 1 +� -- ._— _:-I.IE OF ErG /A -!o.; � i .. -_ 1 Gil/„' .. 117.50 - � — 132 -83, I -_ . . 1 .1 R ECEIVED Job. No. -q Y D CO I CITY OF TUKWILA ! ., �XGAVAT; �iKoFILE � ECTION EX Co EXGA.,4Tt0t.l �ROFfL° �_ I `G aXGAVATIa -FPRdFIL s� T10rJ �CA'I RECEIVED Sheet Of SGAL_E %¢” _ ILO.. A- s AL=_ 1/4„ - I- Oa A_19 SG.t.LE 1/4 c 11_0„ ! A /^'� PERMIT CENTER t% _ 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 a 46,721 s.f. x 50% = 23,360.50 s.f. Allowed • f� ,I Proposed Coverage ■ 4 Buildin A 0 ms s. + . 55 , Building g A Extenor Walks &Stair 00 . , � I ` ` r Dnve yand Eotenor Parking 4:::2536681 07 0 00 s f. f © •� Exterior Stair (N. W. Building way 8) 28.00 s.f. 4 in !-� .,a! ".:r—C��.S:¢'� ) Exterior Stair !i. f , „ i �f .�L • I (N.E & East of Building B) 00•°0 S.F. ay o �� � =s y¢$� . Site Entry Sidewalk & Main Entrance lam: C p` \ i • , f . _,.��T ,� _ , , ����� �1 (S W Bu ilding A) U p \ \,,,\ \, \ \ , \ \\ , 1 00 ,� `-� • \ \ \„ 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 7 .00 s.F, \ \� \ \ \ \: � 1 � N \� \ \ i � ����� -\\,\\ ' ` W Total Coverage of Site \ \ sue" "' \.. \ \ 1\ \ .� ' 1 \ \ o�® \ \ . \ \ , \\ -I Y 2313 J.7. SO s F: : - 4q.9 ..1' s. I L \ \ I \`. 4 \FF . \ r:�� - \ ••.F 1 5. \ \ \ I \ \ \\ � ? :n o co \ \ \ ( , \ ' I n � \ \ a l \ \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ \. \ \ \ I — \ \ \ \ \ \ ' U x - \ \. \ � \ \ \' \ ' \ \ \ , \ 11 \ \ Q II \ \ I \ \ \ a I ) - II \ i FF 1 0. I \\ ``\ \ \ �I� \ \ '�I \B . 5 , \�F \ T/a 0 \ II \\ \, 1 1 . I5 H -0 F. \46 G \' I .. .. o \., _ \ \ \ `.o'\ ,E. 15 I(o \ I = \ F . 1 51. 8 . P .. .. I 1 , II - 2°7. 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Z // i� \\ '\ ' \ 2 6 3 F- 5:7 / / / / // j % / _ /\ j �// i - ,/ I / �,__� / / . ., � � \i �' \/i ,,, 0-.1. 3,1'.°5 i / / � / / FtR STAFF 1�EPoRT • / j / r� C oc., 24,199 5 _ / ' /;� / o x .• \ \ \ j / /A � 4 Date S�i . ,, ti . �: t I / / / /. E L/' / Co v. B, Gc. _ '-----= '• ;Sr • Imo',' / // ITSPIK • - I •� . • ••• iii• i r i' , f .• ••• t � •r�� • ©, • l/ �i t • -- — S- ez °JS' — _ Job No. . / . — �tl E• 210. $f at = (ITV OF m.00 _ _ • Sheet Of NT ' ±r __ _ I I PERMIT RECEIVED R V oV -� - 4. 85 OT 4ow IB.o 'C Et E'_iG.l 1NNt "---.....„...,/ e. a8` s a za E. 21g.s7' • \ i 1 \ \ \ _ l ` . i ' ` ID8„ � MESA FEUGG X40 „ e8.00' i ' \ \ \ � /3Q , 30 .07 � ill 1 _ ` ��� � \ `1� ��� LEGAL DESCRIPTION • \ \ \ \ \ \ � _/ _ T - -- _ _ _ - - - - - ! 85 � � \ � � �, THAT PORTION a TRACTS YY AND 23, elLOalcvALf GAIN. TRACTS. \ - '/.? _ .-- - - -- \ ` �\� III - N ACCORDING TO THE PLAT RECORDED W W.A. 90 a PLATS. PAS ® • a7, w 10110 MINTY. WASHINGTON, IJESCRWLO AS FOLLOWS \ \ ^ - � \ - 1 O � p � ,, TRACT 23, 041101 IS : � I \ \ � F• - p :-:,. y\ \ \ � \ ``® - � .�arr_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 POINT WHICH K 226 IFFY EAST Of ��' 'DIE 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 W �M ` ` J ANUARY S. IY7R UNDER AUDITOR'S FOE NO. 7YOIOf012R MENCE SOUM -/ / I �� - - ♦ �� ♦ , `�`�`` ,' • I • C' OF S�IUD AORFEYElIT; TIENCE SWM 070 EAST ALOHO SAW IINE • C" GS ' 8 \ O 0 _ - - \ \ ` TO NORTW3lY RIOI iT -OF -WAY YAROW OF STATE HIOIM AY NO. i. 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L _ ._____.........,.....4 —,1 1, ,I ( °� i I 1I j l j l I II 2x!os @1[,'0 / ,��}. `` ++ —�I I ' - • it j $ I J " UNLESS rJ DYED OTH EEWtSE � ^-� �.' o d� ,r � �/ 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 1 E �-,' I it Jw'. S >ia to I. L , ' , �- / / , I/ /,,/ /I n / / /r j❑ / n 4 ;---- I • I) LEVEL _ J I - � $ I I LEV EL 5 C J .i ^ I I / r '2- v . - , - C `) Date r{ o / 3o, ,R+5 ':J, 3 ow--f Y- ' L a � . J II — t ., _ I - Il d- II ' 1 v I i '2- 2x,2 -- - - -- - --- - -- - -_._. —. N ¥i M, 46 aT Level ,Job No. R RAM:rl4 AT LEVEL S - .. RECEIVEDFEB 0 7 1996 r ,r r Olo- 1r, - i UI Ll %j C7 F L OD `T2AM i & TL J J;ti F ICS 1� &' _. L t T n- I " Sheet O .. iF�F COMPL: G LiNF':: f6a35] - . - . _ , Appe PLYWOOD 1 SIDE 5 . I 2ND TO 1ST 1/ PLYWOOD I SIDE 4 5/8 oc • requirements. AL S. Zc NAILS COLUMN & FOOTING SCHEDULE STRUCTURAL NOTES �® Excavation Monitoring DBL. STUDS I excavation, e r c n n Govemin Code: Uniform Budding Code, 1991 Edition I Prior to commencing e vation, recommend making . an extensive STAGGER SHEATHING NAILI I g photographic and visual survey of the project vicinity. This A L1'ERtJATE SIMPSON M5T3i FL. LEVEL LOCATION documents the condition of buildings, pavements, and utilities r LOCATION ANCHOR ON I5 /DE " I I. 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 -16d COM. NAILS D2,D3,D8 134,07 D7 E3,E8 E4,E5 H5,H6 H4,H7 12.5 THRU Apt Floors 40 PSF owners. 11113 - D9 E9 E6,E7 H8H8,1 I9 > Additionally, the excavation slopes should be monitored during Recreation Area IOO,SF construction to detect soil movements. To monitor their performance, we recommend establishing a series of survey reference points to I 11 , EIRSTFL.00R Corridors 100 PSI I CO(rdOIS I00 P$PSI r ,� U3 �. t ' (E5 @E6) - - Park Level 50 PSI' or 2,000 Lb. Concentrated load measure the horizontal deflections of the slopes. Control points �'J �' should be established at a distance well away from the walls and COL. SIZE 14 "0 12 "O I2 "43 l2 "0 b slopes , and any deflections from the reference points should be VERT.REMF. 4 -- 4 4 - #7 4 -- I Snow 25YSF ct / 13 -16d Gor-I. @ - Cd G - Basic Wind Speed 80 MPH Exposure B '.-= measured throughout construction by survey methods. We suggest TIES #3 12 #3/ 12" (t3 @I2" tR3 /U 12" taking the readings t lea t nce a week until it is established that the are nodeflections. RECREATION LEVEL I 1. Equiv Fluid Pressure 35 LBS /C'F +- 100 PSF 11 o 3. oM. -- SelsmlcZone3 o ( COL. SIZE 12 "0 12 "0 !2':X12" 15' V ( Q ` "' r ..- d J ` _ -..- ' VERT. REINF. - 4-08 ___ 4 - 08 4 - 07 -- 4 -# 8 2, o ® U • ` .7-- r `' TIES 3 @IZ^ #3 @l2" # @12 •' -- #3 @12" A. esi foundation is based on the Geotechnical Engineering Stud o 8 1 I FLOOR TIE DETAIL PARKING GARAGE #z JN94076II performed byGeoTechConsult antsdatedMay13,1994,report number ® , 1 I J . construction o e made n accordance with this re pmt i and " A < fA N.T.S. 'I All c trti t b d i d ht P (� 013 ' - - - -- -. COL. SIZE -- - -- 12••x12" 12 "x12^ 12"0 12••0 hereby made a part Of the construction construction OP UJ'n E:+7A L -} -: , - 1 VERT. REINF. - - 4 - #7 4-#9 4-#8 4- #8 - -- h RE7o rtTS 'DATED NOV, 14,199¢ Aaa J7EC. 22,.'45 I,r � ( 1 TIES - - )13 @12" # 3 @12" 0 @12" #3' 12" - -- II B. All footings shall bear on original firm undisturbed native sod. 3' . ` PARKING GARAGE #1 a ' %"P�T'N'000 SEE STAGGER �' /WOOv C. Prior to construction, the adequacy of all foundation soils, shall be verified =aro WALL =`"r,, MO �A�L,4� I b a soils engineer. Unsuitable material, including debris, vegetation, ' o d con • - -_ "oc. d Con. • 16' Oc- FOOTINGS y g b e vi O �a sT � o s ' O I e xistin fill, or anic matter or deleterious materials shall be removed from N �� , "� s, zA I � g g h ) D. F, -i I V 4TH FLR + ii l� � ` ark FLR ' '� /8 R� W OOD .SR Ve M. B. ..) SIZE 6' -6 "$Q. 7' -6 "$Q. 6'- CI "$Q. S' -0 "$Q. 7' -B '$Q 6' -6 "SQ. 8 -o SQ. I all area which support foundations, floor slabs, sidewalks, driveways and - �o .s.s.�'fP . ) DEPTH 16" IS" 16" 19" 17" 16" H. 11 1 parking areas t,', o� - SIMPSON plot, ,Io,.vow.l grade. Allowable soil bearing pr I Y ■ RE[NF. (E.W.) 8 7 - #6 8 6 6 - #6 8 6 7 I':i -CCn. • '� O.0 - -- . y ) ,d corn Im." . U ' r �1r - D. Exterior footings shall extend to a sor = 3,000 depth of 18" below finish tl�� C o f pressure = 3,000 PSI'. W Q a cN �I � 4 1 /_�10 ��''I i SHEAR WALL SCHEDULE - BUILDING A � 1 I <I �A o��j l 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 d con • ' r • oc. - - 4 h A ROOF TO 2ND I/2 PLYWOOD, I SIDE 6" 5/8 " " @ 48 All i�d c . 1 6• o —1 F e = 3,000 PSI ( \i 2N0 TO 1ST 8" CONCRETE WALL All other concrete - 3RD FLR 3RD FLR _ I I T ii _ APO ST- IE^I S rl SLAB - F'F'0. T. X000 PST , ! - - ® P L — MI concrete � /e" Yllxe,..ven Rol, B RO OF TO 2ND 5/8 "GWB, 2 SIDESUNBLK'D, 4 exposed to weather shall be air-entrained with an air - entraining agent 1r T �, n "�o eoLOCK'Na , F, _ - !I 2ND T 1ST I/2 PLYWOOD, I SIDE 5 - 5/8" @ 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 s'MYSOd AnON IioLVOwd j max. aggregate size. .. t s ' m.c - 1 — I l=—--- j H C ROOF TO 3RD 5/8" GWB 2 SIDES, UNBLK'D 4 Moir � 3RD T_ 2ND I/2' PLYWOOD, I SIDE 5 I 1. Reinforcing Steel: ��� _ ► �11 k - -� I - 2ND TO 1ST 1/2 PLYWOOD, 1 SIDE 4 5!s' i� 4x" 11 ASTM A615, No. 4 bars and larger to be grade 60; No. 3 bans to be grade 40. La � � < f )�� ! ' v s o. $ rugs to ( <\ 1 - - 1 P. i l� 1,1111101: I, P COD - SEE p p. +xv Tiro' @c �) �• ( 1 1 bars 30 diameters Min. Reinforcing shall be continuous around all corners and 1 D ROOF TO 3RD lir PLYWOOD, I SIDE 6 s - sH. WALL 00H. I ,I I� intersections. 3RD TO 2ND �,.f n E $ E t/2 ^/ <T 2 ' " @ 48" Ii iii - - 1- I ` J NEAR WWALL I I E �ETAI L 4 A 5. Reinforcing Steel Embedment ,7 r ' � r . con. • oH . - - //.61 con . - oc Footu ) "s 3' - SCALE I" = I 0' E ROOF T02ND 12 P LYWOOD 1 SIDE 6 £ / {r. 2ND 7'O 1ST 1/2 PLYWOOD, I SIDE 5 5 /8^ 48° ' Wall earthface 1 - /2" .� 1'1 J • 1Nl�a , : I ®Y6 IND FLR L� �'� ®® I S TAGGERSHE ATHING F. ROOFTO3RD 1/2" PLYWOOD, I SIDE 6 it Columns and Beams 1 -112" 1_, r I.— NA IL NG • N D T O 1ST 1 /2 " PLYWOOD IS 5/ @ Walls exposed to weather t -i /2" a �: x con. _ oc / Li d c o , a ra o. -- I 3 IDE 5 ad . I6° oc. DBL. STUDS L.F. @ 1 2 I DE 91% 8.. 48" I1 Walls inside face 3/4" r = y < 51t, HDIOAHOLD - - wAr's ,_' J. 1.,..s 1.,..s /O 2 97 111/ ¢) l /,y B . G ROOF TO 2ND 112 PLYWOOD, I SIDE 6 SEE DET. 6 , I DO. 6 Wood Framing: ►�i lit,' -- 2ND TO 1ST 12 PLYWOOD, 1 SIDE 3 HDSA/1 5 - 5; 8" @@3,8", "f 1' // jd/ I '� ®i �. ! I A. Schedule of lumber grading (WCLIB Book 16): ' a 'may, i/8" ANCHOR BOLT . � . Hem -Fir No. 2, Kiln Dried (Fb = 1,000 PSI) !ry III" a rsco7D - SEE ,� ! „J - PEyv/onn 'HALL I' I � H ROOF TO 2ND 1/2" PLYWOOD, 1 SIDE 6 MST37 /5 2 x 12 Roof Joists He SH. WALL SCHEDULE. 9 AH ELS To ToP SLATE II 2ND TI.) 1ST 1/2" PLYWOOD, I SIDE 3 HD8A/2 2 -5/8" @ 48 "t Floor Joists-Spans = 15'+ D.F. #2 (Fb = 1,250 PSI) `, `, @-_, Au LOCATIONS - Other Joists Hcm -fir 112 (Fb = 1,000 PSI) E a m 1 ROOF I 1'0 3RD I/2" PLYWOOD, I SIDE 6 SEE DET. 6 SEE VET, Co `k 1 S= HEAR SHEAR n WALL I 3RD TO2ND 1/2" PLYWOOD, SIDE 3 II Beams (4" D.F. 1/2 (Fb = 1,250 PSI) T p SHEAR WALL SHEAR WALL _ I 2 ND TO IST 2 "PLY WOOD , 2SIDES 5 Beams (6" wide) D.F. III (Fb =1,300 PSI) ( s � „co) 1 / ( K I P osts and Columns D.F. #1 CON ty )?,CTIC'NS WAWALL CONNECTIONS WALL � i 1 �� 1 ROOF TO 3RD 1 /2 "PI.YWOOD,ISIDE A MST37/5 $aids Hem -Fir (Stud Grade 'C S Cr)nTE: USE SAME r�AILIU4 AT Sd. InALL L B G) I II 3RD TO 2ND t /2" PLYWOOD I SIDE 3 HD8A/4 ) " 1 L� Pla a nd Blocking C n - - b D F. (Utility Gr ade or Better) L a S E- E_ _� F4 E �T A - 1.5 r OR : , �-D i o N A % TD E I A 1 L 5 ,6 - ' 1 TO 1ST 1/2" PLYWOOD, 2 SIDES s HDIOA/3 12 5/8 @ 48 " B. GM-Lam I Ledgers D.F. 52 O w ? G. -- G 2ND 1 "F 0 3 / ` GM-Lam Beams - Douglas Fir Coast Region - Industrial Appearance Grade — 3C 0 o Der_ 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 I ( O i 0 - s 1- v S1MPSON HD1OA I C. Preservative Pressure -treat all wood' w contact with concrete. t-- ( l _ sIMP50N M5T6s FL -I /am ± RooF. Sr.n l,.. In" ,1_m I i v F- - ANCHOR oN f siDES I.� / / I SHEAR LEVE: SHEATHING NAIL- TIE DOWN / ANCHOR ie -16d 001 NAILS • — -- WnLt SPACING DET. BOLTS 1- ; D. Provide solid blocking at all joists at supports and and stud Walls running < I1 opposite to direction of joists. Double joists under all parallel partitions. ' a II II / sr4GG SHEAtHB G I f , II ,/ / NAILING K ROOF'PO 4TH 5 /8 "GW 2SIDES, UNBLK'D 7 II I S- Q C2 II I / / - 4THTO 3RD 1/2" PLYWOOD, I SIDE 6 c I I / D BL. STUD 3RD TO 2ND 1 /2" PLYWOOD, L SIDE 5 1 E. pOmltS unless otherwise noted. Solid n b10Ckin h11 in studs a be provided tlll 'tt' . 11OOr � p .� 1/ E .� slMPSON HDSA HOLD fi 2ND TO 1ST 12" PLYWOOD, I SIDE 4 5/8" @ 48" 1 g P - 3/ v5° MJ3. s to supp . orts b elow . '--7. ®� a / j DO. , F--� M ; I . I ''/ a ALTERNATE Loc.cn0 - IS - 16d. NAILS 1 - I II - I F. Unless otherwise noted nailing shall be per U.B.C. Table 25 -Q. 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 _ _ -_ RD I 2ND TO 1ST 5/8' @ 48" I K I . / �� � `' 3 a'f I Roof sheathing to be APA RATED SHEATHING, span rated 24/0, 1/2" Q �+ =�I I� _ 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 , �I y II span rated 32/I6, combined subfloor 4TH t/2 "PLYWOOD ISIDE 3 -1/2 MS /8 3R TO 2ND L/2" PLYWOOD, 2 SIDES 5 HD8A/4a 1 - wnderlayment. Roof and floor 1 �% - I / ;I <7 io 2ND TO 1ST 1/2" PLYWOOD, 2 SIDES 4 HD 14A/7 6 -.5/8" @ 24" I sheathing unless otherwise noted on plan shall be laid up with long side ' � j perpendicular to supports and continuous over two or more sp ans, nailed N 7 ' TO 3R° V2 `'K'OOD I 5 M 5 - 3 7 / 5 l -' with 8d nails at 6" O.C. to framed panel ed es mid over stud walls and at 'I LI 3 xo To 2 °- ° '! vwo0D 15 2. I/2 MST 13•!8 P g 12" O.C. (i0" O.C. at floor) to intermediate supports. Provide solid 'Ili, a I - 2`!p TO l s`. I /2' PLi WooD 2 5rE5 4` 14C to.+, /S 4 - 5 , 1 ki I ! I blocng at line of support floors. at fl JAN. 5, I9, , II I. SHEA WALLS: 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. 4 �'! / / / � , / �� l �I 5 u0 p.C'i n x-11 •I7- 1 R f I - SHEAR WALLS ARE SHOWN TIIUS: •n i SEE SHEET I. 7 , WELDING i / STAGGER SHEA lHlr., i ��I � - ) 2 50.5 Is. II/2 ".I -m• FOR LOCATION. 5 -2 Ti. 5 -3 1111 Welding shall be In conformance with A.I.S.C. standards NAILING /��� ` / / /' 2. PLYWOOD: shall be P reformed an b W.A.B.O. certified welders using Date loV, ..9 1 ?9 II =-,"'"' ! .� _ _ Y 4,3 D.F. ) I STAG SHEATHING A SHEATHING SHALL BE C -DX GRADE PLYWOOD OR OSB W/ L•70XX Electrodes. Only prequalified welds (as defined by A.W.S.) 511 N HD HA H (-{J I " MB.'e 1 '- OLD ( / I II SA ME 'c& AS NAILING shall be used. H WA IJA. LLL I P.; I , -DBL. STUDS SPAN DOaN B ) L . PROVIDE BLOCKING AT ALL HORIZON FAJOINTS. ( ALL I Welding of grade 60 reinforcing bars (if required) shall be it---,, SIMPSON HDSA HOLD performed using low H Electrodes. Welding of grade 40 '' -- . -� - �• / DDO. 3/4" MJ 3.'e EDGES TO BE BACKED WITH FRAMING) performed e 9 g - I " ANCHOR BOLT /� /' DO. C) NAILS TO BE Bd SMOOTH BRIGHT COMMON OR bars shall be performed using E70XX electrodes. Welding - L✓ - - / I4� i r! ` ( 3 GALVANIZED Box RA'TING.24 /0. . within 4" of cold bends in reinforcing steel is not permitte - A. �,� MIL I � I — 3/4" • CHOIR D) NAIL SPACING TO BE AS SHOWN AT ALL t:DGES AND 12" O.C. AT INTERIOR STUDS:` 8 . SPECIAL I2ISPECTION ® ' - •' -` - ,y N ,' /II /- ''' • Special Inspe conforming to Sect. 306, U.B.C. l ffffll ,A 3 GYPSUM WALLBOARD: shall be provided by the owner for the following: - I t A) MIN. NAIL SIZE FOR 5/8" GYPSUM WALLBOARD TO BE 6d l: 4 A. Concrete for f' greater then 2500 P.S.I. . - ' 1 I'i m COOLER NAILS. I 4 G '..i 1 'I ) NA B. Reinforcing Steel ' B IL SPACING SHOW APPLIES AT ALL STUDS, l'OP AND 5 -'fie n 8 `. 32 0/C. 1 } BOTTOM PLATES AND BLOCKING. C. Prestressing Steel Tendons A-tD :?osT-TE.I Co'JG. SLAB. • 1 -} ` 4 Job No. 4 O6 • 4. PROVIDE TIE-DOWNS AT EACII END OF SHEAR WALLS WHERE S110WN - - _ - M SCHEDULES. 0 0 I RECEIVED FEB 0 7 1996 Sheet Of _ TIE—DOWN ' DETAIL() ' 5. NAILING FOR 2 -PLY CONSTRUCTION (2 -HOUR WALLS)" 5/8" GWB BASE F TIE —DOWN DETAIL T V • O _( `- 5 /-/EA/ W ALL y I ( PLY -6d COOLER NAILS@9"0-C., 5/8 "GWB FACE PLY -8d COO `'� SIMPSON HD14A (5.. @SHEAR W AL L " G" ExLEPT 2 57 RISS SIMPSON _HDS NnILS @'" ?.c „os I 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 , , I � . - � � 7, ' � �� ls' -{ . , i �� LOSt o2 n ? I I / 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. V✓oLl HTS •I � .R ° W � ' @12" _ ' ` -,'_16-' 8 5 °x. �nR I d4 @12 i -_- L _`; TNEr.l IZ' a a� 4 @ 12' +. yx Fo*R„ DETAILS , • v e/ ' 2 -�45 EA - 7 F aF. _ i r 1 / G - 7k41_. 12' :( 4C� IZ" t1 WAY Iw :. . v y JnF n, ., °E GTioNS� q Q .-, '"[� (or2 1 � l EE -' ATO'R SHAFT STAIR WELL - C� -- - - • V Cl) o ^'y C 4' 4r1 -5 " lu o __...__.._ -. -YI --b-- .�T— sate FILL �? � e g N o-: 2411 - `'4 v .1- r145 /�r,T. L•- 4-- °� -A- -' -_ ! �. A bov6 EL. II9.50 0 , _ .c J E1 . AIL 9 �� 113.2s' / o ,. � N V a '' _a I �("P C '�L G3 rr r� o., I t:l G S 5 ' rl'P. -E. I �2 r, O o 1� T • 5 @12 � I i `C° ' I' %. c " KEY ' N' " � x ^ m J 4 " : S 14 � V At � @' •- r v 1 ' / 5 O N ] it/2J' K,., ° [ '__.) Y 4 5 C°�,2" m _ _ 1, 0. »6,_ - -__._ ,=-- .R, `LOnF ; '. ^1. 1 1 "6ELow L.L. H .5 : 0 Qg ,r I J T , � T rJ - ' ELEY ��� LL', EIUFO GIJC� to E 7AININ WALL 7 EGT i n �l EA ti 8 A i G . 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" ,^ 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 : ��. TEC: `7, 1995 4 __ . w , P II { PARxI.lC 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.. ,: 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 be sl STRUCTURAL NOTES E ❑R POST- TENSID EB SLAB POST — TENSIONING CONCRETE rGENERAL A.L DETAILS and notes on tn�s she E ets ,a sdes P NSN E❑N: m ntegrty of 1 DESIGN AND C❑NSTRUCiI❑N shal be In accordance with ACI Codes ET fes -e ete , ll lio apply tods i not 1. p.r O EC1 TE '/e I ❑ wr g, and stressing Tendon place shalt be special , ar 301 - 7c, Revised J975 . A *ally shover noted shall m lur :t , shn de o for s r, ;lar nspected. All prestress ng design, mater ent, its ;l and and re tcat'ors ' 8 concrete shall ueveu the s c fled uo e ,ve strer, tk, J J ondlt,urs Ai'. w ^ark ono cnconstruct., t(Uctlor, to deta shall cor;pl oa th al! constructlun shall r_onforn to ACI StandarA 318 83) an UBL, P pE P 9 a a T PIC :f c) tt da t conc sh b e stone aggregate �.pplicdt.,ie rallding :odes, reg.dot,oris or, so, Ety : equrewer.ts 1991 edltnorr, as amended' by local building authpor O' O �pE( f�CD shown or noted oth 3/ mw�arlmu ssn r28 , aggr ego Al t o z E (ASTM No t - 677 with a maulmum Ix Ix P❑ST E S ❑ NING QUALITY: Po tens'oril tendon= s be slunk of 4 1/ ", sE 8. A e a a O . DISCREPANCIES: e L ntr uc ,r shall ,r arm tk E Erg .n 9 a a t stresT N s rel eved pr low reloxat'on strand anc shall con!form N wr r, 5, d r:nq _ 'a�dCJ ng period o ary d Gc unuEG or• I N „ Ef?TS• See arck :ftectur C t and meCl'lan ;ral i.9raw.ngs saes �. j .. cm _suns ,c.ted or: the drow',rDS or ^, the spec D .cate�s or ,n,_ orgy to the following, and o[etsuns of holes, e:es, regrets: washer's, ho fur' sts, O O W ' ar Iat:ons nEEdrd .n nr dEr to cont arm to codes, rotes nn ! r C retches, cirp�, Etc. ;eE struct_rral d' aw,ngs For embedded egu ! Ipon r eCE pt Of such ;n +n , lion tr e Enginee ell Seven Wlr °e Strand ASTM Des gnat�on A416 'S end wr t �r - tructlons to c�r,rer eu. Ar, such dscr epa ^r_y 2° Diameter Tendon Area 6153 Sq Ir,. serts, and aticl, ors ,n concrete. w .. or•. =s-orr Or ,ur ;.t on no t r - epor ted - F`lalt by the r espor'b,iity cf Ultimate Strength t'fpu) : :. 270 i-:sl; : : N N. Q AUtiRES sha be subr :tt. =d to t Englnaer fo ap ete er p Contractor and war shat be , e r , rf =Ed :n a morner as e mporary re Fra_t on 1 26 ks _ „ P S Gpl ium TU chnlurldes ll shah nit et per the G m tted it an con cif ectEN k2 the Eng,neer s A T nchor ng tStress s to ❑verro 18 kS ' 0 ] t ctive Ues,gn Stress ) t rela ks 9 o Z 3 DH❑PING It shalt be the Cor,troctor's scie r ,_,Pil ty. to Tendo Cover (Per UBC 1991? ifse Inter Spa n on Tep 1 1 5 4 ❑ N: AU crete e <cept Stabs on Gr a,_Ie ,all Prc G, Aespn and provide ad'Equa +e shn_riop k me a or r,wor 4 , e c a s Bottor, 1” a 0: z w Eff +' Special I nspection. Concrete for columns shall be sk placed at ragared for the protector of life and r ,. op- r doing ronstr :a End' SpansFutton 2 2 5 n n W s aasr hours before stab once ete placed. 4 ct;on. Post tensioned stabs miry a ^r•y P rtIo oads equ g Q zs, s r ed rC.ns?d I user rp red Inads ;rc ND ❑NS ,bnA A tr aU h be ns spp 5 C 7 YfN s' P . ^,UNT Lcca t'n os e, re to he d tc: En 'Weer ofshorng rt�t,or, Icad, pnlyEthvlene plastic tubing r p P P a of .,! ::,t ace , at Tlme sr U w P PP 9 s p a able of rev_ntne the f ur approval STRCTION J ❑I ui Z x �� ur�l un� Ulf; r i �.' f sho r W �. = z^ � to the n rlr - l T c r u^ cst sall o u e arab ca le ed wa n er l, ru �.,: �, :. enetr :at on of: Icemen ,:: rite and which w tl corm n U .. ru_t, ,nh,b t:n r ease: c oat n Tear. s .n th _ heath en 6 FIRE EfJDJRANC� UESIuN sk a k�e r, accordarce w th IJ,B.C. 1_�I : :- 4...... � H R R. H. ht tar. 1 r gal. ar .Mecrrarr�al : :. ❑T E T ADt� See c E_ r a , E Ec c 9 9 9 e a r win s for e ar.d Uo a,.,un of e t a a unt and oth r e . than4 .n I_ th �h ati be repaired: 3 hour 'area se arat,on u ar,_ter' s {ab�. I 9 9 : r . :... I � .r n r , .v ie vein A.l , „.. I I r..: ennq� a d l ". det_ I �: , ot . : �r� r on tr tee- .d ra , , I :l � .. P - � 7. CONDUITS' AND PIPES � a C❑ DUI _ L I E embeded w,tk n the stab (bth- r n r h �r : + 4. H❑P LIRAWING� Su er shall submit _ho drawrn show n a t o_e ' m n ,n .... r r. v r t, J..wrtr:. .k, r h.• . ,r u d, e s o a e to b_ ck Eked 'arid E _ - e a u ec _ a ?P : � _ I mer el assn throe nr sha11 r,_at sf the follow n r • l 'passing' 9 Y, 9 � terd_n la oat dead a n d a sit s :n end I t n n , I r :,, - es oca o s, a d I r. cAme, s ee al-o CoC, l s cl'e N #3 ' Y 9 I o, Tri hat b r e � � no 1 ar _ r Char ' bne th,rcl the: ov roll : Ge l a oats w th details nec for PP Y _ l> I t of the sob l,n w ch they are E m� ceded. f _ r a , r I ors :Ira at. n for " :tl re En Weer s:a rova, I I : � 1 IfvsPLCT ❑r An ni l e ct l ,or:_ _. i �, , Y R P : : k T � h.li G.. v r : II : IL, �) s a bE _ a _r.l h rrpt closer:: than : e u ed c t he _ o l d,: code o c br a d e E s q Y I I 9 I g. P. I , II I I , I u:ameter,:s or w,d -, _ on center: At eCe tr:- •l::lr r S TaND ❑N PLACEME T Car_ shall ke taken that ,tendonE are L, tk ae5e Ions- �,�hall k,e doe« k,. an :ride mrldent nsoeuton � enc h L_. ' Y P 9 Y o I I ca es: ed a eas I e m n mum _ ac n cannot : b z r _ �, _ ca EcV are ,e d , , ther des n d os t, ns:. h 9 P 9 — , : k r . :.. I.. ,.:_ r d :.ii t I :..I :,�. _c s � • I _ e o e , , 9 P _I : : I • � � ,- - _ a urn eyed u� E # _ . , r c c e w as E . end , n I � g I I r E ur al l::ntei sectors, of d,str:but t endon rcu _ a:,u I I,: I I cons t ari of f r,al ,r„ ert.orr � _ I - I 9 P : I ” I I � w I I � I : I h mm mum of two f €E . k,a_ : ..con est ur. M or e, than n I �c � :: Dui s :: C ars or,su r or t :bars. at, banded:. te ndons I ;,� I I I I _ PP PF 1 I I I : _ , . � I r sin.. {� :. rm,tt ,.1 ,- 1 a Er of„ conduit e ed un e s a ed b, Y � I P I PR. , _ I Y II I N. ..- r r _ '''',I. r _ t i:r, r �k a l be s aced riot more than 0 = o c ., twa chair ', r� n ru _ I r w SHOP', DP.A41ING _::lv lrw,nc � - e .�r_ urd + ur e U:: _cer,en R - - � c en I I > 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 I :b� 1 1, L.: ,.:. — e� c actor:, l dr,luw, s.. �r sha:l:...br, :.:- I . :. I: .,. :�� :. I.. :. P - L. 9 � ' � I r , sho o. ar s nfcontC ther_strentkr + J I P 9 Y 9 I I a mo e tha , 1 4 vert,car e,.cE t os ,noted or a r over k the uenerol 'Conti a_t r s r n P o _ moo � ; I I Y I <, ,I I ;: I I of: construuton.:: 1 I I ��I s : �F ti,' t,. I I I E c ee ccES� to s rEss n e ds, hal be r,a,nta Wed _ , .I r,: I I : .....all _pnstruct,uri :5 r r.,:l aqr,... _men ...w.tl the , I _ -t I I. . ; , I d he a E, not _x ��ea to ru�t,n or::c ,ker , wk`rere shown Y R 9 ' 9 I 1 de terror at:cn I I I 1 .:. I e) The.. .are of uncoa Ed or lv n I I I I c a �EC re,r c?r ,t�el �. ,END ❑Iv ADJU_TMENT� �lr h i:dev,at,cn rn th .r , f t r ' s, e soac o ke _ I I I II ,, I I I I I I I 9 g I I n�t thnneil than lstandurd schedule''7,1 stec P I I I s, l w, l l be ,oer m ti :when r equ red .to ovoid I ; I I I ncJon I 5 as to I I_ :: '' 'o er s, insert:_ a u ''dc e s wh k ar: c s ec,f,ca o�u L I L, I i 1 I d . L ❑NCPET " MIX ' cl IV: ':'hA M I T: , i i I I I I I I t DE G LL L❑ PL7 WI H .HE t❑__❑WING Where lo�zron o t..t � ndun5. se rnter._re with- .eackr other, _ r coNLRE E: GTH. at 20 d r I E days f c s m �'h nt ll'.n or t� t f <E.INFOR,CEMEN r I I I I I p e e don n L:k.e : n Ed or u de r1 o n r ad hE I i Y Y is �rgter :l / Lemen:_: r a t.o Tu rllllr_..�.. �r�han 0..,5.. : : � I.r r :, ._.., :.; �, TI. r, e C E , r,DE.IGJ ; bET ...FABR1_A,I ❑N_ :rL�C .1ENT A.ul F__1rL -I _ I water reduction a en r= ,., k rr, r r .E d t , ceASe _ lure fJ P N h11.: .,., :.. w: k. r, 1 I _ ECTi❑ shall be r accu �an�e ACI __de_ I� :. I ". � :... I I. :,: r : _ v a(,r „t ._,a tc -he en rrelerl for' I I : 1 r ., - ' !. , ENll ❑N ,,.T.. _a,IPJU. Tens,un.ahart.. no . start ur,td c 1,Rder :... :. g 9.. 18 83) an UBC 191, ed t,crr. feel re,,,+ ur .__.,� of I _�k at I I J _ e E rat e�s thus �n� E .. r ,u u the ccncr e tE a_:r I ;rests, ,na.ca :the _oncreTe -rn lace liras reached .the I I P I +.. he new : "c!etnrr,e 1 bdtai S ^,ee #,n '.ASTM -3 .TU , aa r :�a P. I I _ P : I , t d o o L. y spE_ :r e d r t ^ uJ co mpre s v strength c {' cJ -3 psi. + 1 s'rrall be .UOU os prio t c strESS,n a 2 ,t :' gz- 61u 6b, Gr ade 60 +_,r` #a ur,h lnrper bar , e;.cep o.� u e� T_r.��on,n shall be done by aukrn under enedate cant, of ",.2-!..i3.4 g Grade 40 for #3 onit . s^� , CIler hors. Shop .1 3hal1 b e g Y l g $ ' . o s ' € o a _ r so shall er do ned ,n this t. e: of wor Co.r,t,nuou.: : M :A N. A N N PR V J.. :. ._ �$ mar ked accord,n ly sr r subr ^,rued to the Eng ne r' for rev,,,,,, P P Yk a E I E _a ❑ ._�nr a Mza3•.,r es nave b en taken . s W ,n. e'ct,on and record,n of fun.otron r a ern , � - _, P � __ e 5. e c ed du vhe amount ,l k r rkrn... P a _ riuw ver some cr ucl -.,r,. , or to fabr cation . Cr a.ae c0 zb2, a,, r bE k En 3 _sg e§ I o g : :..._ � uLS rr. n r t, h : ,ry l I .:: . .:,. _ss o E a on_ T obse , ed eon atron sha. b_ • I _ I e " I 9 R 9 due to therfnal ,and 7hr ,ka -� trort nrn „ I t i o t Eld o, ter: .lac n e �hu� c be on .,e. a cd ��: °i 9 9 , P _ P. i : : _ _r W I I . :. ...vest r..�. ",.(+ r�t.. r r . _ �. are , o _� h ,. or ) 7 of t ,a ed:cted exce t ._ a r owed , „ . � a I P � _ P PP r t T K r rr :� :, rn r I ,: _ re r� t _t _t uet urc:l. s n :f,r_an_ h >< s- : I , : I II I , !'1ESe,;c 'Crocks y y t 1 ?. 'should _, _ , _ _ I , is -, _ _ I F � � � , - i I_, _ � ,i = , ,r , :,� Y _ _. a_,.� ,i.r er thlan'().11 S � �' 2, L IN F ❑ r LEMENT . all w_rr _ lab o r. r .ac nr s _n,.t .k__ rnC : kre re,a,r zd.' It .s I II rn. I �, d �. , I y... : . I I g . : } . oE_r. > a.n�_ n._.. 5 1 :� :, I �. .mend d tk t tw. : r... r r ..:,. I : : :.. : :. :.. �.. ....., ... -� :. _.. .: ., a o..: ea s a e `nrrs .r uctl�n the, n k a F,;sa. e cant nuous ar Ward .o n ur [cr r bars _r , r bq 4 , :. _ F r = :II J fJ R , b TE D❑ ANLH� .ASE _ha be r ee ,, __ ,r. an tw #:4 ins e tE_i fie. cr esT -, r and an n, cra k be :rE air ed. see cal' : :anA hor =ntul, _ 9 P I I � l Yintlnhr r ntr ,,r k �r� a -bE u o o c o s _o n_ oasi • U.N.D. t ess n �. _ _?: _ set _ . ,: _ , 9 ,� : ..r ur hc�uld. be -rt ,!tom �P.. the .rwr. �r,. r : : .: �y c E: for Epct,r ,.and.. - qn b_ , I ... r - - - =t � _, „ -- E�.,mated u , cent er ua< E : oc �, cr slab ar f r te, AP Al tension r r r r {,r. _t A 3 r I r I P a sr a __ _ LAPS' All s c s, a e accc .- ., G t_1 _i8 . _ ._ I , .. +� P _ t t tlll Locke � wit 'r;un =:hr "ink rout' ar ter stress n ' 1 �. an d , coin r ess,on s lic ay e. 3 U d ram Eter,_. , '''-es- nc r I I l 1 1 I lt P U I : I othe sic y POWER DRIVEN FA TENERS ow +9r, lted am ors: shat not be 1 ' h I I I ,Er m,tt:d e «e t a� a:, rove, k. th En me r I I I 1 T H It EI ❑ CI � ua d. a cps d 5 _ 1 7 k ,, l , , I , , , I a 0, M EI C ❑tJ RETE it, uncr et_ ,s aced b the ur method : 1 U ottcm e�. �Jr 2 c. k :e and o ^rEn,nr ut ' ea k I �' P g U c r : : Y hor 5_s_ >hol( bE ov,ded to I I ^ p support the hosE The has? sr alt � + ^ cur nee : _Ee tyk,ca c�tarl, I not br al owed ,to ride On the tendons No er~ce tons t tI:s 1:1;1 I' I P 1, r , ',. ;e u:rer ^gent w I:l 'be ranted : Z _ a 9 ' : WELDING. Tack: welts Of reaar l, r, _t _r r, t+ed urnea= culled DESIGN CRITERIA CJ for and a o ed by the _ .:. :n_e ,- . .. _ : PP y � a 11 GONCFcTE ❑LIDATI ❑N. Contractor shall take recautones to � I r _ r,: P I .= m - , I c,�_c,re u �m fete _ ons an .d t cat,or ofi c on c re t � - _ :. Ir. ,r r, .t :. :: � w . :, I ::: _.. �: r. - I _. - 1. IMU .EIN ❑P_UG ier e e r h am r ou _ 1 A � - All I n J : .. � ! :' h r i' i - : F c :., I I , . L ❑ D A loads _nt _.tre_se_. _EY :.,.hF rUn,t Or- s,l.G,ng , Lode be nJ a cst Tension n archaic e�. _ - P 9 9 Q lr aw 5 , the bu,ld,n C sd , u r er ; =_nt, r_ F. -1. 'r ued 1991 edition. � 1 9 r3 q J f. n r A shaft be re r r l :. _,f r r o c efE CI �1b 8�, � a v_ _ e _ . to o: p o , � , ,: � ^ - - rt.1 GR,DE_. Grout or concrete contalnrn ch shall NLIT �_. -• g , F1Nr ENu]N�L a fur t v.t I. r. n,n Ir. Q r e nfor cement _ P e u g s be used, �b I � ab ee . :t_ per rl _r rav,t oud�, :hor rein, cr. :ceme:r,,,,,,,41 t r ck `,: - na k__ e u,rEd m -he _lak_ r u E sr „ r J. r es fP .., Fr. v: r -.. r - r err_ : :, _. .._ �.. , r. :. _ . � _ _ . . . Y q DEBAR -C ❑VcP o de con _tE u.e t: , rte. r�_m, t IJ_ • D� _no G 'tab ul beam,' ma be E shored when all 'e, dons r : :.: ::, : :. :.. I :, : t, . cl : , over, of u �c45 � s ab, as :fulluw _ , 9 s bEEn 5 E Lne.s- _..nor � e aire t o : Carr 9 q Y sEe F ENG''INEtRIrIG Calru.::tlon Pack... 1 z Z J i” 1 LOncrete DePositeu Ara,rct Earth W /_ Conceeto De _:s to J Agc:r F- rr.r e •;,e ., LOAD o Ear h, LE VEL L DEAD LQAD LIVE LOAD * REDUCED • Mc:ln RE ntor c rg ,r EuM :, i 1 1/� _,u T,ES .n "CO(_,mrrs and T,�d F.ek�ar :r. wau CPSF): CPSF) L`I\fE ,LOAD t -1 /`� F:or IBur'J In Globs u, G ounl3 I I G 105 .�.0 50 ROOF ul;;; 15 25 25 _ I L I 11 3 D �u 4G 24 I ' ' ' II ' I I . I d1. I 1 I fi 140 1 L - - � I 24 I � @ 1 �, s 9i 2 I I 0 L 185 121 , :, :, : :: I I I I I I L I lU0 P�F -@ .,kAIR� & �❑RRIL 1 II I _' ,: i I I I I I _ R F..F,r•E _ /7o .' ' '.' c,,, OF TUKWILA - i: i : 1n99 JO N I I J I > .,�. :,w,r 6 0 95023 it L - I / . I 1 I 1 I I P E R MIT _.I i : _ i ,I I .. : :r . :I I 1 � ILL r l � III 11 � � I �� I N/ I P S 1 , : II _ 1 -_ _ I : ; < COVER °!/4' TO POST- 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 / - -, I" . ` J BAR D d d / LTE TR(BUTED NSIGNING AND REBAR. TENDONS AS REQUIRED FOR .� p4 2 Q Q N s ! ! i a, BANDED TENDONS -, �� .r - — p6# 6d 1/2" p p > ABA + 6xSLAB THICKNESS TYP.I ��I.�. I ® ##m ® BANDED TENDONS 1 s' DISTRIBUTED TENDONS, _ z _._ _ - = =_ 5 PER BUNDLE _ ao / E ACH SIDE �� a• - L �'.�. " N a " MAX ( TYPICAL) P - l.1 z .- - =_ .__ _ _- I - =��s , , ■ r m F ❑R STIRRUPS & TIES OFFSET = 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 OF i TYPICAL AT DROP CAPS 1 01, 7 • - =� ', —_— _ LEGEND l L A d 7 I. MILD REINF. (TOP), 12' EGE u ld: 01 COLUMN INTO DROP CAP \� -- 5 -a4z u EA WAY BOT. MAX. SPACING (TYPICAL). - i .in -. - T = SLAB THI _ �s ^ '�O 1 f - V .= COLUMN W IDTH 46 nr 1 ' I — SEE OTHER DWG'S FOR REBAR H = COLUMN CAP DEPTH 4. T 2 1 /2 NUTF: FOR REINFORCING BARS D = 6d #3 T THRU U8 a a u 5D 2 STRANDS MINIMUM M PASS D = 8d FOR #9 THRU IIl r— I DIRECTLY EACH DIRECTION. OVER COLUMN 1N EACH DIRECTION. d TYPICAL DROP CAP SECTION 2 TYPICAL DROP CAP PLAN 9 BAR BENDING DETAILS la p 1.5H 15H CD ` L1 2 L3 EE w 2 -6" '' 1~ ' w SPACED AT 6z ESLAB I E : ! 1 `Q EI! E_Q THICKNESS OR 4B' 0,c.' R _ - Max. (TYPICAL) I 1 I , )• MILD REINF ^ (TOP) I t I— — I TTP. 12' MAX SPACING �� ' I I maim L`J 171, , SLAB OR MORE PLACE ANCHORS UPRIGHT AND SPACE I ® ®. FOR I/2 SLAB OR LESS PLACE T . 1 I,' LF' �I #5 TOP & BOT. 3 �j ANCHORS SIDEWAYS AND SPACE `' � ,— DIAGO (TYP) } _� AT 6 S SID W SUPPORT MID -SPAN SUPPOR GIVEr 1' 0' �' C LINT . & TAUUEP SIMPLE SPAN DIMENSION CANTILEVER 1.:if,itii-l!ityitil MEM J I CZ BANDED TENDO N.6 - .. I 5 PER BUNDLE - HAKIMU1 t UNLESS NOTED OTHERWISE, STAGGER CU MAX. (TYPICAL CURVATURE, I — SLAB EDGE ALL BARS (ALL CONDITIONS) 12' °0.0;�rf c2iis UNLESS SPACE INSUFFICIENT IN WHICH or �,$ "$o�,��F N —1 -as TOP & BOT. T = SLAB THICKNESS CASE FIELD ADJUST TO LESS STAGGER. ;E, -k" ; 5 ...Fa `' TYP. ALL AROUND �, W v • WALL WIDTH `a 8 8 € i H . T • v �EF: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 115 DWLS x '� @ 16' 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 L., L - ❑'1 ❑ r �+I,..N STAB nt_ , i i 2" @ DEAD ENDS ? - -- - - - - I _�- e� -- ' O Sul . ` _„ .�:,.... >_ � pr ---- - 1 POUR BACK 21 DAYS ` . ._.. - ,j EL F..,_ . s { 2 J . • 1 . C i I -i AFTER STRESSING. \ - ..... t '-I I _ Z h --- -� Z � -- � � S M OOTH TROWEL FINISH 1 W Z '--1 N N AND APPLY BOND- . LEAVE ROUGHENED - -' BR EAKER OR BLDG .FELT. - :' 1..._ BUTTON MAT DO NOT APPLY S 3 a P.T. ANCHORAGE ' - -- BONDBREAKER. S Y 1 1/ 2'@STRESSED ENDS 1 \ PER PLAN o - 2" @DEAD ENDS\ CONCRETE WALL J + J '__ -SLOPE SOFFIT TO II CONCRETE WALL U L MAINTAIN MINIMUM 9.5' THICKNESS - 3 ° c N NOTE• a • THIS DETAIL APPLIES ONLY WHERE SHOWN. ON PLANS. yCC.,I T'Ti 1•'1 F �„ - o f wA C f TYPICAL SLAB EDGE DTL 8 TYPICAL WALL DOWELS gick TEMPORARY RELEASE JOINT 10 TYPICAL SLOPE BREAK i %A . ' !7-20'75 1 EXPIRES 12/26/1995 RECEIVED CITY OF TUKWILA Fh 1995 S JOB � N \ O: 95023 PERMIT CENTER P - 2 1 I I j L = - - - -- O I 1 I 1 N I Ali- —e — o I 1 4g 1 11 I H o \ ;d6 t = I I 1 � T " Oo - - - - — ' # 4020" T I p I I I / (3) _ o 70 o, 11 W + o Z 11 cg. (2)4 0 73 !'r- #5X -- — 18 T S X 03 ,,, Z T 3% '016" T I" G7 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" 6 I 1 C i #5XtQ02 _, I I A ' i N ' �/ I - -- - I -- - f - - - - - - - - I - � rn 1 ® ! / i C / , � 1 NI i "2 2. j // i j CO ® o ;1 I li 1 1 <D 1 I I o0 ., y, ° , Q4,, r.. 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 '' /2E /9s FOR APPROVAL RMF S UNSHI N E RIDGE��: EERING � , ' 4. M � Aol. w In purl. b C ? ti •nom.. ate-- ` p 3/22/95 FOR APPROVAL RMF C4 w ? n �� TUKWILA WASHINGTON M "=` - " ENGINEERING / N0. 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 " ! I 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 / d' II ' OC 4 ,. i ,. 4 4 ' IR 3 @ 48" I C in I N ■ N n N N I 2 ® 8 „\ _ �' 2.25 75 3.25 N 3.75 2.25 S I c1 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" � 11 - . ff 5" 2.5 8.75 2.75" °' 8.75" 2.25' 5" I II I, ° a A 4 $ lJ CD — — — 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 f - N ( I Z.5a Lf� N l 1 4 . 1 ., 6.75" 1' 6.7'." 1" 4' _ \ 3T @ 48" l II - ' N in I N 8" N 5.25" 2.5 " 8.75/ 2.75' 8 2.25" 5" ' 8 " SLAB D - 1 0 n SLAB in i II LEV z ii-i P \ it I ELEV. -33170 - -..., n n _ , w jig h 0 i d' i ._...cci _ = --7 3 J J is J J ,II J I 412rio � � I I 2T @ 48" I 3 41 „ II I } N I 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 8.75" 2.25" 5" i1 1-.. ' 1-- � p ~� ' h N I So 2 II I 'i : -- I, 1� III !n to AN 2 @ 4" I II l 110 ELEV. SLAB- I o Et� F 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 ©� ® , 3 T 1 7 1 F 1 � I � rI-7 I " 1_, W Z z - F I_J-I - � �i 1- J 9 L ` J L °_ I L ` J cl J -N -- i - - - o W O $ oo co 00 0 O //f�� Z PS- M e --- M M -c, V rs 2 , �. N �. Z _ ■ N W I Z W< . b b r 5T 1 I _ — I r. O I 1.. 8.7 5' 1 , 1 " 8. 3" EZ5 5( N _ • t — — -+fl i� l : 5 .. 1 .. 8.75"_ w 1" 51 Z I 1 I I _ _ _ ._=,.. _ _ 1 4 -3T ® L J Z J 3'1- " I4' -0', 22' -2 1/2" 26' -6" H 16' -0" _ I 1 I- V Y U) 0 F-. a. 1 35.50' I J I . 00 1E:1,7 I ? _ WEST & EAST 10" SLAB @ EL. ' REC & TERRACE SLAB @ EL. =AM' M. P f G\L 1 . t esy�.. • POST TENSIONING PLAN POST TENSIONING PLAN CITY OFTUKWIA � N PERMIT CENTER ,�"'� SCALE 1 - = 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 A0 AT 28 DAYS. 4. D 5. ALL PROFILES ARE - IN INCHES FROM BOTTOM I OF D SLAB . JOB NO: 95023 a. MID -SPAN TO CENTER OF STRAND. 6. # NUMBER OF 1/2 "o 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 I ; > a a -- W 0- °� - - - - - V. 11 4x9' O 18 B� / 4x9' • PI 18" B V o ~ - - - 'X 2 g ,,, m i �� A 0 s I I / \ I — " I O I I I I 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 30" E.W.B. 11 I Nd e . Li e I wI 1 0 S L A B . I O 0 b 11 - I I a u) i N , AI '' A 8" •. LAB `i� P 11 r4 0:6 E.W.B. • / Z R w f- N3x7 0 2 r - L ' =0 J - 11 J J - - - MLR IP i ,I ' 1 ll I 1 - - #s 12 24" T I A o N i a r 6' 0 36 8 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 I '1,. Wir Ba Or' E.W.B. _ I os�'3 €l x I Y c I N Maillill: ill _' 1 0" SLAB 10" SLAB ELEV. 128.00 I Q 0 _ = �■� I wr T I Z Z f �— E � - I -� E I W E r I—, I� ' CONC- COLUMN l ' W a . _I O I 8 P LiJ H L J L J J J I 0 W F ss — ^^ 12" PS -2 j� ! I 0 V I N 0 z ��TYP. 20' .W. AT CORNERS OF ® . ' / TYP. 20' E.W. AT COR 041111 O I U IX SLAB 0 EL. 7'16'.'80• i� w7 I i SLAB 0 EL. i MOO' 7 2 Z V) 1 SECTION @ GRIDS 4& 7 I ` a 1 I o w Q ca ll PS-4 � 0 -- — -- J L U 4 - 'fit ® 2 0 - Z _., - REBAR SCHEDULE I I "' CC c Y MARK QUART SIZE LOC. LENGTH' COMMENTS 0 D A 10 # MD 10' -0" 012" o.c. - - -J T. 4 # TOP = 3 3" o.c. 0 y � BANDED ANCHORS C -- 5 TOP 4'-0" 6" o.c. W�2,_6.. HK. y . .., f 35.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 _ _ T 7\ \.'' t. •As G 10 #5 T 9' - -- H 15 # T 9' -0" " ® o.c. _ iLA • •��' c : 5 5 __ MILD REINFORCING ' MI REINFORCING NOTES: � / � fit// 6 # �6 0 SCALE 1" = 8' ®® SCu F 1 * 8' \TdNAL R 1. SEE PS -1 FOR GENERAL NOTES. ' ALL MILD REINFORCING GRADE 60 U.N.O. 2. SEE P5- 2FORTYPICAL SLAB AND CA D 1 -,,- USE STANDARD 90' HOOKS U.N.O. 3. ALL SLAB CONCRETE TO BE Vci - 3000 psi PRIOR 113:11111131311= TO RESSING AND 5000 psl AT 28 DAYS. • 1" CLEAR TOP A BOTTOM 4. T = ST MD MAT B = BOTTOM MAT MD = MID- DEPTH. JOB NO ....Ai vi ALL PROFILES ARE IN INCHES FROM BOTTOM OF SLAB 0 MID - SPAN TO CENTER OF STRAND. " PS - I 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 }II 135.50 I 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 a. z 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 III =L =L=L ELEV. III —I 4 , ,--T.O.S. 1 1 —III l i f l i l p I I I =III III = ' I I III — III -)ll III l IL - 11= =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'l l — ill .11_111 III ill =lil III 111ill, III— I�I!II .II( —III — - ' I 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 !1 111 n1 N 111=11 'I 'i1 '11 i'! ill 1!! 111 II. III III MEII -1I) fl! -III I (w W '1 III - 11 I!� ill I.I I .- 111 - 1 . 11 III 1 III - 11.. 11 -111 II1J 1 =1 II I 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 11 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' I 12 "� COLUMN III 11 n n 12 0 COLUMN III III 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 111 y_ =111 I'I f 1 O O U Ski i Ll -111 -\ 12 "0 COLUMN - 1 1 1 ,III 1 - • IM ! 1 11 -1' 12 "0 COLUMN In W ,! VARIES 8" CONC. WALL 11 11111 ELEV. 14.00 1 11 111 ELEV. 1 11 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 f III f _I'. -I II III= l_ _ _ _ �r II -; I 111 1 11 III 11-111 ,III11'111111_1�II ua vuu m _= 1 T1 = l III III !II ill!.III III: W III Ill -ill -I -_ _ - _- 1= III -� -) 111 =III L Ill - ill -11' _ L i - -II- c. z c 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 li I \ \ II I 6, c - q5 TOP 4' Q ,. ®1' 0.c. 5 2.25 8. 6.75 61 5 G.75' 8.75' 2.25" 51 - 1 11 III W�2 6.. HK. J I 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 I 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 / \ _ I �� i I La. 1 I H 4 #4 B 10' -0 (D12" o.c. .1 o V \ I I . ! -- I . #5 r 1(8 012 O- 0 N T N 1 1. All ALL MILD REINFORCING GRADE 60 U.N.O. - - 3, @ 48'' I _ USE STANDARD 90' HOOKS U.N.O. ♦♦ e�1 V / O I = #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 ' I N 1 U g @.,,,...,, -.., ■ V O (/) ' in Z —CD Zi"- L J Lt — © L J I 2.25 N / N 2.25 CO :.�// . 5 6:, // N 1.25 6 5 I 0 1 O R ECEIV E D X b - i I I ��:}R,7 /j CITY O F TUK Ni. F HO -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 @ EL. L. 2. SEE PS -2 FOR TYPICAL SLAB AND CAP DETAILS. S 'OSA �, 3. ALL SLAB CONCRETE TO BE Yci - 3000 psi PRIOR 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 _ P LA N q T MID -SPAN TO CENTER OF STRAND. JOB NO: 95023 SCALE t' a' 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 orm • \ .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 / _ G �: 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 o n 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- T A, A pL 4 Ila IIELICRY R • ' / `�.i .�,.," � , y I I ', r • \ • I • A,,. / ' - ,/ I \.. • I { - I 1 V n10NSEMPERVIRENS aLUEOATGRM1CT • O C c. ( "- Za• -'• 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 1 Gg,1 ..50= Fr LLD FF, ;u�� a corrrRAcroRe MO rJ ^ ° , b ' T ts: ' ' V y \ S .G " "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 1- I I 1 I I, h i 1 Y>• I / V 1 1 1 y I .. F CONTRACTORS SHALL BE RESPUNSIHLE;.YOR 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 REDUIRBDPERMITS /\ 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 1 - i BY OWNERS TO OBTAIN PERMITS SSN°,TNEIR BEHALF. (• KECRcaT lon 1 1 F F, �H� a.{ 1 • II :. ROUGH GRADING SHALL BE INSPI4CL� BY' LANDSCAPE ARCHITECT PRIOR G F , I <!',! 1 TO COMPLETION. \ : 141 oo °F. C AL, c _ - 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 . "' / r.,-- IUNAGSR F TO POUR. SHALL. P -,,--t- i ALL DE INSPECTED BY OWNER OR. PROJECT `A � . - ( - I '\ __ \ C= 1' PLARTIRB maw .J \ I - vF - _ s �� r _ T r L1 u — 1 ; $ AROOT TOP6 A - E E W IMPORT — _ - ALL B PI E I 1 ` 1 ANTED C; USENPE C TAE F. • »:: _ C 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 M R, u < • ^2 _ _ Le4JN • t - q'�r` ' - BSMAERIALL HE ALL 5 ! TWRITTEN PERMISSION FROM DESIGNER. i 11 / '• 1 ,4 - . - AL PL '�\ '� gp ANT MATEA 'SHALE"FREE DISEASES AND OF PEST AND :I �1 � L A _ \ „M Y ': . I\. ) KAi.1 �BI : . ` p ( � _ 1 - . ..I., I [,3 FREE \ - � N. I ) - '�.._ ,JI r \.p 12. L - _ .' �'.�. :l pi •� i l { { —: • •!v J K ~ �}, �.. ` ' ( ` i i LIGHTLY RAK I 1 PA� \ 12 4 113, . ,_ „ a G T , - t ., \ �'' '/ s ? i j� L L SET SODWITN j � ` / 1 • L 128 .�< : i 131 :6 � . - �. / , �� — I , `� / {- ' .. . ,. % � / _ \ 1 , I . ` _ _^ / } .p � J - - ' !3'L O' S AND I j J I - 2 E . _I = . 1i / \ \ ~ _,'` 1 ° 1 1 1 �F ! r I 1 1 I + , C �i�lil_- _ __ .-:� -I 1 5 \ /}12 . %, '\ fl I Q ' easD asED M z M OTES ` ” axDRO I 1 — \ I Y rP - " SET ROUGH G DB W OF FINISH GRADfi ' I i _ ` - .. y.' c S. Yp , S - j':`I L :'I P AE REO OR BQ OVER ALSTURBED AREAS. kl KA —_ - _ . I I ' ' AP I ST U REA 1,. ,•K:' , J I G LA __ GL � / 1 .. 1 . �• I I 3 _ \ LARN 1 L / ... _ �® 1 I I .. 1 ' , I 1 \ , o - WITH :200 1 : L EERTWO TIONS. LIG HTLY RA E4P� I `, �:� \ / ` / ? 1 ER, /30 , F- Vi ='I I I / } li i E ' G � J • LY'A TE OF 8 BS SEED PER 1000 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 i 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_Vz', ' M t'tiI 1 Pr f fz),` 11rr a ae p > , ! — ! . N t Sr-rig i tter cat " '''' by the ns /1 i �— W r ! 1 ndacap rchitact- I--.. ' ' . : , Cpl - 'S -r: f c- I, t I . 1 I , (. t \�` . I : 20, FF. . Pfi 'p _ '.. - - OA, ALI ? . '2,1,„°;.• r Y Cr - /• — 1 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 �. / �'•, L�,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 'f'! =� P -, _:_ _ f ` .. _ 1 - H ' 1 - . -, , ._, ' -, f 5 W 9 t • � ;J. VFT / I \ � ; Nth / ,l I'F, -{. - � ' i 'A: elf 14 27z4 g j� • J 4 I r .� , b �\ ` 4 i , x. z' � r / I ■ NH - ■ Ha, '1•� Date _... 28 ,.1= `: HN. P� a 72 N �` ��� ' �:�_ I GL'A' l I LAUVSGAPE - '(LAN • N \- 3 ► t \ _ • e • t I \ _ . • / l :it :' \ • • �\ • - 4 4 1. /' ,.� ••� 0 . • 4.�ti �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 ►� \ NK . A ° i 1 • e %. J No. 1 4�� • > 1 / , H � s � e 8 Gu, -,( u s r s 24 E. • , ��� ? 1 . , .— c 1T v oF EI TU D ., --- ( 1 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' /�. % DE 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 ., �/, j. j .EXISTING „ T - r 6" PERFORANJ . 0 , 1 T ' " - ,ARD°eRid , 11.1....&._'-A .. SET - _ .z: _ y f", . } E � - 34 28 YARD DRAIN. TYP. _ a ( • SCALE o s o 2 p , p w— 1 _- _ — — — 4 I',z3 - Q,� � \ 46,721. sq. , . ✓ ,r, s P .. cea f !!! \\ 1 -07 ocres3 ` • 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: CHISELED [7 ®SW COER O 1 y i' \. _ ' f'_ L _ ♦ 1_`>a __ i I ` tom �. CONCRUTH EOF TE L.P. BASE LA LOCATED KWY \ a ''', !1 1__ \ \ - ir'a ' -, I `' t� \ -1 -f 1 1 SO TUKYA P \\ \ \ �y r 'i r -� \ q+ �': I (� r ! ( X �\ S. LINE BRIDGE &THE \ \ 1 + ,+ L ,, INTERSECTION THEREOF. } 1 . 4 ja FF =1.3 ' � ' ` 1 � ELEV =38.4a \ F Y 1 5 -1\''1 t s \ \ ` FF= 135.57Y -.,,,, ,' �: \ 1 fi', Bt3�I DI G ` 2 `" \ t i i t I Z `. � a -- \ h " } E67 LEGAL DESCRIPTION F131.0 RC L �, THAT PORTION OF TRACTS 22 AND 23. BROOKVALE GARDEN TRACTS. T 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE YP � � i T � 47- IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: /VN [fT , _T_:'__l�i -__, ;- :- � , ' - e " i "°' g - j } - BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 23, WHICH IS ► AF e IN = 114.6 co co., ii - I 220 FEET EAST OF THE NORTHWEST CORNER OF SAID TRACT 23; THENCE EAST, 1+ �i . \\ `�l .ti # \., }i • �1 � �d �' ' 1 i \ Lb CO t i I 9 �\ NORT 4 T WH ' t 4' \ \J ' ; ' : � � \Q' } • MARG � •� '1 - -,L' , cp } 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 EASTERLOF Y 4,'44S• 'f \i •� I ,� 1 ., - „� ,. r ii 6 " PERF. FOOTING DRMARGIN OF THE COUNTY ROAD: THENCE NORTH AT RIGHT ANGLES 1400 FEET , , . S ' ,. . N at T Y ^ a CO i > ELEV = 11 61 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 RAGE 1 It \,,,,,,H.\\ ''...\ Z TO 5a80008, RECORDS OWASHINGTON SAID COUNTY; THENCE WESTERLY E ALONG 1 BARD RIGHT- • o /YARD DRAIN ` ..h113, '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 1 10.0 "`^ I I � �"`^• - } ( ] j } 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. DRAIN N 38'33 % t7 A' - .co r IP a__ '- �' +ssa� --ccc - 3 (to. o' r s r ,r��'u •r ' 1 I : n l , � \ SHEET INDEX f., w & is 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' PE RF. ROCKERY 9 3 f- ' _ _ i � C2 GRADING A DRAINAGE rss . 8 DRAI.8t I t + ' . }_ 'FF.,--115 k PROFILE £° S 1 - , - I ' iTS 33 1,E t , Y Ar,, } F - -.• D R1�IN (E, _ -. - -.. f - C6 T.ES.C. PLAN I rn v mow .X _ ', i_ K C D_ t'- �' s c, "� ar< -Y - n . FOOTING DRAIN 1 'S • B ILDI G } , T `1 t q ® .. CO ECT PERF. L + � m '. Y --' # . 't TOFV DRAIN ',NJ, _ } _ a ii - tr CB 82 TYPE I P ' t_ TIGHTLIN T17. 8 B if = a1 /vANED CRATE a 3 � \ E EARTHW QUANTITIES F4 RIM = 103.5 y "' ' -- ,� `` \ - • IN = 99 05 - e 3 - , ii '_ _ ` �.. ; ' -`S- � ' b F✓ -�12 75 FF =132.8 E .E� APPROXIMATE T ITIE I z 3 3.i F : 'fi ___ , � . k j - 1500 C -Y. STRIPINGS 06 W FOUND CONC MCN FOUND t" IP ' , . °� '� . _�\ fi - a . I E T HIN. BLDG /F1 - 6 " RERF_ 3500 C.Y. CUT W 1 , 1•00=10111 1 ADS FOOTING 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' EAST ` � "" ! } i 6 ROOF DRAIN ' CCC777 293 9 AST END 0 ry� \1 98 . -der ' '� 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 . \' WALK I �� W p , W p S TRCRCK I ) CE E R AV I l il t l - . \ \ �, C URB CUT F \' ._ , 9 �'� Oe ---''''-':-'-'-r-.:-.------,._. 4 ) ; . -J j ` ACCESS ROAD � a.. �' (,L? •. - E x. MANH 96.43 a _ �`` - O. " ^•fXIS t c _ 2 REM. e " � L.," ' '' '.4 - ^ �.._..,, , . , H,. w , GRA VEL . - MANHOLE ■ RIM= 129.82 CB, g1 TYPE II.\54" f `• "---/- • :. . ',030K `^•.. ", ~'",- ...'""_' -..�`y - .* -.-, "- .`..." �e `.-.,,,, Yrv•`' P - ' 't,3 . _. \ WI DCKING LI \ X . \ "'^w.," ""'� - "'..... \,. "' "I s1�� 9 C.( Z fZIM = 105.0 m a • C /yp : '''^"., ` - --"'" Y� _"�•'.,",.., - 1 IMF CONNECT WITH Q MON IN CASE / t - ."~- `."."`"^""'m ` rG7fi+�ii ,,,._,,, - 4.. 2 E %IST. TRAIL J I 98.55 (6 .. & 8 " s S "'�. .,,� " •.,, K= 7156.1_ 1 ,,,� ""�.., I �9 .'e0��36 ") `4 CUT CB / f 2 \ OfWq <K ti ��" - ,-.,. may `` •,y _\ "'�-"`.,., •,",,\ .._:" "-,.. Y-. ^ .`,`, -, \` 1n 0- \ + `{5 REO'D' CMa V" �`°"`'- ,....,� -"- o. IiJ LI A ® ' . 1 These plans have been reviewed by the Public l' W Q . CB TYPE II I \ '" , - "�- - ��' - Works De artment for conformance with current Ex c RIM. 95.33 "-- R® p E''''.. `-- "- . ` 170 City standards. Acceptance is subject to errors - P W w A A I V 9 203, i <" ( N ) `"--- .w " \.� �"„_, �""`•".... «' \ � , • w.,: :: . °ry A z NV -N 9D o3, za' (E &w) \ • 1 i - \ - and omissions which do not authorize viol tons of A a Qt , w \ adopted standards or ordinances. The res s D1 J 3 ^�\: -- Y l-.. —" for the adequacy of the design rests totall with 0 , W w G the designer. Additions, deletions or revisions to L � Z Z \ \ these drawings after this date will vote this w = , - . acceptance and will require a resubmiital o Y o N �\ N co revised drawings for subsequent approval, Q ' 0 \ R F o e 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 ,•. mTrwwoop I ~ \ M 6g'a ay6•, pr , , ti/ - DATE 04/27/95 R ECEIVED . CITV OF TUKWILA • ■ • 64sj3 s FEB '1 of 199E 108 DRAVI NQ97 997 -2002 . - �� co7roxnoao • - NG�... D� 1 \ - r PERMIT CENTER Mor: IN CASE \- V MEET ` ; • C1 ' 6 ..• I - 0x2-$ fl9 -0129 A95 - O 1 Sa . � W STORM NOTES NOTES: \ r ~ EROSION /SEDIMENTATION CONTROL NOTES Q N O I. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH 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 AND WSDOT /APWA STANDARD SPECIFICATIONS, LATEST EDITION. - ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, ¢ � ¢ '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 GA. WIRE ee e eeeeeee /0.5' - UTILITIES, ETC.) SCHEDULE AND ATTEND A PRE - CONSTRUCTION CONFERENCE WITH CITY SPECIFIED- NOTE SLOT DETAIL- N- I• FABRIC OR EQUIV. OF TUKWILA CONSTRUCTION INSPECTION PERSONNEL. '''''& N'"/ °/ AS FILTER FABRIC MATERIAL °" > 3. MATERIAL IS DUCTILE IRON AST, A5336 GRADE 80 55 -06. tVt Jt l..f�;./ RE OUAR FD 60" WADE ROLLS MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE OF 3. A COPY OF THESE APPROVED CONSTRUCTION TESCP J VED PLANS MUST BE ON THE JOB SITE �Y`' 9 e ie FS 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 �� e e�e�e�, ) MIA, - RINGS TO ATTACH FABRIC UNTIL ALL CONSTRUCTION IS APPROVED. ON BORDER AREA- `NG TO WIRE , A ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED IN �•1VZ - .Iiiii i i i ie t4. • 2.0' 3. THE TESCP FACII_mE5 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 -1l AND APPROPRIATE PUBLIC AGENCIES- ALL PIPE JOINTS MUST BE GASKETED WATER TIGHT AND MUST BE OF m e t e e _ AND IN SUCH A MANNER IN TO INSURE THAT SEDIMENT LADEN LATER • 100. "4.itik er4.11.:4 �S •e44.0., It. . ogit :� : , 5.0' I : ; E ) ED= / // / SHOWN ON THS ICIPATED SITE THESE TESC NAL SUMPS D2 MIN J T NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY 21.1 (AW/WA C -St)- ALL JOINTS SHALL BE PUSH -ON MECHANICALBRIC ON THE SQUART CONTINUED FUNCTIONING AND OPERATION. 0 4o q AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR NON- REINFORCED, BELL AND SPIGOT WATH 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 u 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 LL 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 a CPEP - SMOOTH INTERIOR PIPE AND FITTINGS SHALL BE MANUFACTURED N.T.S. HY N.TS 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 o m 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 - WRAF, 140N, SUPAC 4NP AG THICKNESS WASHED ROCK A. THE TESCP PIPE (I .E PVC, OR ADS). ALL RIGID PIPE (I.E DUCTILE OR SIMILAR. WAL T BUILDING FOUNDATION AND MAINTAINED A A MINIMUM ON I NICE AI SHALL INSPECTED MUM OF F ONCE MO MI n n NCE A MONTH OR WITHIN 48 HOURS ' ^ 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 EXTRUDED CON.. CURB ,.AA 71. ALL TRENCH BACKFILL IN AREAS OF FUTURE PAVEMENT OR �.�v {; DO NOT CONNECT TO FOOTING DRAIN. CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO ,0 ` ;o BELOW INVERT), ASSOCIATED SAND AND GRAVEL CB -19, OR EQUAL. PER APWA STD. PLAN # 6A '9 STRUCTURAL LOADING SHALL BE COMPACTED TO A7 LEAST 95 PERCENT 29. 27. L_____ - BACKFILL `, • THE DOWNSTREAM SYSTEM. _` -_ T, OF THE MAXIMUM DRY DENSITY PER AS D 1557 -70 (MODIFIED • If: Q F. TYPE II -54 INCH CATCH BASIN - (WITH MINIMUM 24 INCHES DEEP SUMP PROCTOR ALL OTHER AREAS SHALL BE COMPACTED TO 90 PERCENT tom 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 MINIMUM. VAPOR BARRIER STANDARDS, SHALL INSTALLED THE BEGINNING OF CATCH BASIN, OR EQUAL - - EQUIREMENTS CONSTRUCTION AND M MAINTAINED FOR R THE DURATION OF THE PROJECT. a w : 12- CONSTRUCTION OF DEwATERING (GROUNDWATER INTERCEPTION) ADDITIONAL MEASURE MAY BE REQUIRED TO INSURE THAT ALL PAVED ' � a y G. TYPE T C ASSOCAED SANO AND GRAVEL 72 INCH PR CAST CACH A MINIMUM 24 INCHES DEEP T SYSTEMS SHALL BE IN ACCORDA WITH THE APWA STANDARD BELOW PIPE INVERT ) CL O M B CTED D NG T HO WASHED ROCK _ • _ _i- AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT �,3'2b.. a BASIN, OR EQUAL SPECIFICATIONS, SECTION 61 -3.02. : •: 4 MIN. - - b• /, , • `� • J1 -1 • -- 11. DURING THE TIME PERIOD OF NOVEMBER. 1 THROUGH MARCH 31. m 13- ':HE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL 11/2". COMP. DEPTH OF 5/8" MINUS. 6 MIN 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 TUKWILA 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 COCKS SHALL BE PER. CITY OF TUKWILA STANDARDS 14 PRIOR 4" MIN PERFORATED HARD P•rO PIPE. A . OR. TO ACCEPTANCE - OF CONSTRUCTION AND /OR ISSUANCE OF CRUSHED ROCK FILTER FABRIC 12 ANY PERMANENT RETENTION /DETENTION FACILITY USED .45 A VE AND ALL STRUCTURES DEEPER THAN FIVE FEET (RIM TO INVERT) OCCUPANCY AT LEAST AS LOW AS FOOTING OCCUPANCY PERMITS, ITS, SURVEYOR CERTIFIES DRAIN TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE SHALL BE TYPE II AND EQUIPPED WITH SAFETY MANHOLE STEPS OR a DRAWINGS MUST BE PREPARED OF ALL STORM DRAINAGE GE 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 WILL BE INSTALLED AND IN OPERATION TYPICAL DRIVEWAY SECTION SOIL CONDITIONS - FOUNDATION WALL DRAINAG 47TH PROPER DISCHARGE OF WASTEwATER.(LE. SANITARY C iA } L. 8. ALL FRAMES, 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 15 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 EROSION /SEDIMENTATION CONTROL FACILITY OR UNLESS OTHERWISE SOLID LOCKING FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN- y / OR APPROVED BY THE CITY. LID MARKED "DRAIN" • 0) C) W L EQUA ` 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 i ®om , 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 AG D/T OR EQUAL. - M REQ UIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 41 i, 9 S - a:1 BATTER INCHES OR 3 LBS /ACRE ? A Fn D. SOLID. LOCKING. ROUND COVER - OLYMPIC FOUNDRY CO. NO. MH30 - ( I�t�( D /T. MH36 W/T RESPECTIVELY OR EQUAL ' -lam s a -. -�� 15. 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 ® •I'' = 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 = co a m Z 2' MIN- QUALITY FOR SITE RUNOFF. IT SHALL BE THE RESPONSIBILITY OF CURB OR PAVEMENT TO INSURE ADEQUATE DRAINAGE. - 8" -2 QUARRY SPACES MIN. THICKNESS OF �I THE.PERMITTEE TO ADDRESS DEFICIENT TESCP CONDITIONS AND .. 4 " ^�, PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM W a Q REMOVABLE WATER- I REQUIREMENTS OUTLINED ON THE APPROVED PLANS. W TIGHT COUPLING. immzwil SOLID LOCKING 48" , . 1" MINUS WASHED ROCK I 4 GFOTFCHNICAL NOTE AN Z O • F LID MARKED "DRAIN" 2' MIN- a • m RIM = 105.0 NSTRUCT CUTS S D FILLS ACCORDING / � "� , /E EOTECH CONSULTANTS, INC. DATED M i� :l THE GEOTECH SHALL BE CONSULTE / " Iy I 1 ! FOUNDATION CONSTRUCTION FOR SUBGRADE INSPECTION &RECOMMENDATIONS. io 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-• p° W 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE , • a WITH TH /� , = 'o I \ - , POSSI FOUNDAT104 WALLS SHALL CONSIST OF WASHED ROCK HEUIE DING _ o L O t- ORIFICE AS . W LATEST EDITION OF THE CITY OF TUKWILA 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 WITH 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 IS LIKELY SUITABLE TO USE AS FILL BENEATH THE SLAB, BUT . 3 AN APPROVED PLAN SET MUST BE UN THE JOB SITE WHENEVER - I�V.IC"'� SOME DRYING MAY BE NEEDED IF THE SAND IS VERY wE7. DRYING COULD BE • 1 I=II DONE BY AERATION DURING WARM WEATHER OR 6Y THE ADDITION OF KILN QUS 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 e � 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 , 1...i 5. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO I plans ew p y PIPE SUPPRT(S r A OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY 7 •_ 3"X.090 GAGE )- Works Department for conformance with current CONSTRUCTION ACTIVITY. / BOLTED OR IMBEDDED City standards. Acc is subject t0 errors OKwiLF 025 8 SD \ e 2" IN WALE AT MAX_ a omissions which d0 not authorize violations Ot lit P 'LIC WOPt4ES 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE « - 3' SPACING MIN BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE t• - - ONE SUPPORT. adopted standards or ordinan T he respons RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY ITV = 98.55 I the adequacy of the design re sts 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 acceptance and s after will will rethi8 Ulr B ate Wlll VOId this a reSUbmlttal Ot z AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE • STEEL LADDER - TS - EPS. • i STEEL LADDER/'STEPS. p g • 2 1/8" ORIFICE ED AFFECT 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 Inspectl0 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 = 740.• Date: 21 By: �d� � •_ L7 SHALO BE FEELD 5 ET THE SUR� EYOR /ENGINEER AS REQUIRED. nONS 4 i i a 1 . W z A ce V Fl FV = 136Q -• . Pa a Q' • 8. ANY APPROVED CUTS OF EXISTING PUBLIC ROADWAYS SHALL BE I .V 4 �� � .Q Q EXISTING GRADE J BACKFILLED AND COMPACTED IN ACCORDANCE WITH CITY OF TUKWILA - 3 ea STANDARDS.. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG - _�� /I NEW ROC KERY w Z I3 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 AT 36" STUB SHEAR E � ,, _ DRAIN, TYP. " "� " 3 F•- LEAST 3 INCHES OF COMPACTED CL "B" ASPHALT CONCRETE, 6" °• SHOP WELDED �� z Y (n r:=1 CRUSHED ROCK SURFACING TOP Cou8. (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 - „- % N T 3 /a - 1 1/2" , Q R. V) ' U N U O 0 ce EXISTING SECTION. 07 SLOPE 6" DEAD STORAGE r \ _ WASHED ROCK ! • I .7 W �� \ INV = 91.50 ._• LINE OF E XCAVATION \ -z FILTER FABRIC - O:' % W W INV = 91.00 INV 91.00 / 119 0' 6" PERF. DRAIN S z 2' "' SECTION 1 SECTION A -A - -� 11/2" ORIFICE i ° =10' • ELEV = 89.50 - DATE 04/04/95 • - DETENTION TANK - Cs 1, TYPE II, 54" 1 " =2' • - JOB Na 997 -002 DRAWING NO. 997 -2C2 ,.. I a SHEET CNTRL MH, TYPE II, 72" C 2 OF 6 . .. . r . . :I . ... ,\ WATER NOTES ' ` :: "r, 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 %j2- /// / , 2- PRIOR. TO ANY,CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL EXCAVATION AND -SHALL BE SECURELY WRAPPED `TH 4 MIL - Q � 1 / /� / _ z / /// �j // j //// / \ SCHEDULE AND - ATTEND A PRE - CONSTRUCTION CONFERENCE WITH THE POLYETHYLENE SHEETING: PIPE BEDDING SHALL. BE APWA CLASS 'C. ,21 z k \ \ \ ' ,-... 1 - > i' j � ' CITY OF TUKWILA CONSTRUCTION INSPECTION PERSONNEL STRUCTURAL LOADING SHALL £ BE COMPACTED TO A 95 PERCENT F Y '. t ; -- w.�..„.,.^--- •-- ......._..� _ � "" S LINE D - SET L &T... i 3 A COPY O THESE APPROVED PLANS MUST BE ON THE JOB SITE . OF THE NAXIMUM QRY DENSITY PER ASTM D155 -70 (MODIFIED - W w A 1 """"""- 5 , $:3 4 • ' - 1 I 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 ALL WATER :SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN 13. ALL WATER MAINS 10 INCHES AND SMALLER SHALL HAVE A ELEVATION ii,,,:.ir •, �,•,_� �ACCORDANCE WITH ESE APPROVED' PLANS. ANY DEVIATION FROM THE MINIMUM COVER OF 36 INCHES BELOW .FINISH GRADE. ALL WATER 7 R.N.,. ti T - r' • "'^^^- ? tt N', , .. - ` � I' _ PLANS 'WLL REQUIRE APPROVAL. FROM THE OWNER, ENGINEER AND MAINS 12 INCHES AND LARGER SHALL. HAVE A= .MINIMUM COVER OF 48 BENCH MARK: CHISELED ❑ b SW CORNER OF Q � � - - `p' ' ' APPROPRIATE PUBLIC - :AGENCIES. INCHES BELOW. FINISH GRADE. WHERE UTIGTY CONFLICTS OCCUR, , `°.,,. "- ...._ � A •. CONCRETE L.P. BASE LOCATED • `'4.. ] WATER MANS SHALL BE LOWERED TO CLEAR. A MINIMUM 1 FOOT vl - I 5 IT SOUTH OF TUKVALA PKWY ® w `«- •, Bryt -v N ST T R E U E SOLE S ThER Y CONTRACTOR TO RELATF_ PERM 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 , '� - ¢Y} - INTERSECTION THEREOF. o NW '"�-�` y LEV - 44 _ o CO corlsTRUCTro AcnvITY 7 4- UNLESS OTHERWISE SPECIFIED, ALL VALVES SHALL BE GATE '. - 36 W ¢ F 11 1r __ ( �� \\ 6. ALL UQTIO ONS OF EXISTING UTILITIES SHOWN HEREON HAVE VALVES CONFORMING TO THE LATEST PENSIONS TO AWWA STANDARD I- '^pp 'i!�°"•` f _ \ - -� � `'` `�'� \ - BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE SPECIFICATIONS FOR GATE VALVES FOR ORDINARY WATER WORKS w 1 `TY 2O.De + :: °0 �,�•• _ "`' � �� I:I ,. I RECORDS AND SHOULD THEREFORE BE C OMSIDEREQ 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 $ ' �'' 6 17 ' � ` . , / / � ` f I{ �'�� '�. I F � ��$A i . IK \\ � OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF AN 0 -RING STUFFING BOX. ALL VALVES SHALL BE FLANGED OR - }S o.,, f ' : " i� I \` \ ALL UTILITY .LOCATIONS SHOWN AND TO FURTHER DISCOVER AND MECHANICAL JOINT SUITABLE FOR INSTALLATION WITH THE TYPE AND ''•v t 7- yt ' {^. I '� II ' l I' ; . P• I AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE CLASS OF PIPE BEING USED ALL VALVES SHALL OPEN M M 6 v � ` ; \ \ � k --� • I ' + ,, T lI v riii: AFFECT ED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR COUNTERCLOCKWISE, AND UNLESS OTHERWISE . SPECIFIED, SHALL BE F U 0 `I ,0 '•�I / ' NON - RISING STEM TYPE EQUIPPED +� L _ J � SHALL CONTACT THE UNDERGROUND.UTIUTIES LOCATION SERVICE (1- WITH THE CITY OF TUKL YI ` \ \`\ I 4', } '� �` '•., t � ''•.� "l r- i ' li , i; 000- 424 -5555) AT LEAST 48 HOURS .PRIOR TO CO THE EXISTING EQUIPMENT. ALL VALVES SHALL BE FURNISHED WITH A V ' ° a • �+: 1. ,• ` OWNER OR HIS REPRESENTATVE AND -THE ENGINEER SHALL BE VALVE X. COVER. AND MARKER POST WHEN THE VALVE IS NOT IN A vl • 1-F . H- ASSEMBLY PER CITY `,y I -� .13 « _ • N "' f \ N Ni LA DETAIL NO. W -5 ' ; FF = '1 5.50 '\ ' \ I INCH MINIMUM SQUARE SECTION AND A MINIMUM SQUARE SECTION AND ] ] I , t� \ \ CO N TACTED IMMEDIATELY if CONFUCTS EXIST- PAVED SECTION. A CONCRETE VALVE MARKER POST SHALL HAVE A 4 --'n p OF TUK cv'- " - R * • � FF. I • -F ` \ P Kn Lh 1 -6 "08"x8" TEE (F :\ 7 ti --- -, 1 5 1 6' GATE VALVE (MJOFI) z z \I O ' I= _ c B�`I,�LD G `•2 I \\ 7. ALL NEW CONNECTORS TO THE EXISTING WATER SYSTEM SHALL BE A MINIMUM HEIGHT OF 42 INCHES WITH BEVELED EDGES AND CONTAIN SUBSECTIONS OF AT LEAST 1 3/8 INCH DIAMETER BAR OF REINFORCING STEEL o 5 w �' �' l `` a `r, �, ^ I 1Cf!7 IN STRICT CONFORMANCE WITH THE APPROPRIATE. ¢ ¢ 7' 6" D.I. CL 52 _ ' ,,. 1 } . .. : �", "r - s; }x ,- H1R 1 .00., L � - ` �- t W /THRUST 9LOCKING ,n \ 1 iz �\ = T ° - 4 F31 \ ' ' \ IL+,. ETWEEN M . THE ENGINEER AND SET 9 ,J r•-ii.,- 1 - ,, I \ � SECTION 7 -11 OF OT /APWA SPECIFICATIONS. NO CONNECTION MARKERS SHALL BE PLACED AS DIRECTED BY � LL SHALL BE MADE - BETWEEN THE NEW MAIN AND 111E EXISTING MAINS AS TO LEAVE 18 INCHES EXPOSED ABOVE THE GRADE. THE EXPOSED ' - \ \ -" ' ! "'"al '�I r } ` j I . F ,r, {j - \ UNTIL T NEW PIPING - HAS BEEN - FLUSHED♦ DISINFECTED. ANO TESTED. TEMPORARY PLUGS AND BLOCKING SHALL BE INSTALLED AT WHITE CONCRETE PAINT. AND THE SIZE OF PORTION - OF THE MARKER POSTS SHALL BE PAINTED WITH THE VALVE (FOR TH 2 COATS OF ' 11 ' _ _ \ \, \ _ 1, . . n o ,�� \ y '� f55T ( ', " YY ' T --- 2'`'- �- -_ - - -- }yl____� _ _ - 1 _ _ 1 ` � 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 -': __ # -� / " •s tf CONTRACTOR SHALL. CONTACT THE CITY OF TUKWILA UTILITY DEPARTMENT THE VALVE SHALL THEN BE STENCILED WITH BLACK PAINT ON THE m a tt j ( i '. ,�` " -- i - ' - f 1 AT LEAST 5 WORKING DAYS PRIOR TO THE PROPOSED CONNECTION OF FACE OF NE POST, USING A STENCIL WHICH WILL PRODUCE LETTERS 4 C .. \\ .ti ` ;; « 1 . 1 / i I , : �•>• THE EXISTING MAIN. THE CONTRACTOR SHALL EXPOSE THE EXISTING 2 INCHES HIGH. - - G • •.■' . `� .` �. . 'L '• - - :••••:� -- ' .............. "......,tw_ � � 1 1 �, MAIN AND PROVIDEALL NECESSARY FITTINGS -FOR THE CONNECTI SCALE 1° = 20' ,gR - 2-\-": .�_� !I ,• '' \ 1 4. ,� ' E L TH CIT OF TUKWILA ENGINEER DE P A RTMENT S BE PRESENT 15 ALL FIRE HYDRANTS SHALL BE COMPRESSION TYPE, BREAK -AWAY .41..., Op }. WHEN THE ACTUP,L.CONNECTION IS MADE (TRAFFIC MODEL) HYDRANTS CONFORMING TO AWWA C502 UNLESS y 6IT PLAYGR U. ND /LANDSCAPING I 'S, OTHERWISE SHOWN AND INSTALLED IN ACCORDANCE WITH CITY OF -8" DI ,,�/5//2 A ` \ \ 1 \ B. PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE TUKWILA STANDARDS. THE HYDRANT LEADS SHALL BE MINIMUM OF 6 . Lxl Ali '�, 130 '• u g 1 i, '4 4 'L OVER UNDER GRflI)ND GARAGE ' ) 1 OF AND UNDER THE SUPERVISI�J OF THE CITY DIRECTOR AND /OR HIS INCHES IN DIAMETER. AUXILIARY VALVES SHALL BE INSTALLED IN .0.i 1 -8 "x4" TEE (MJxFL) : : € I \ 4' FIRE RVICE W /D. C. MA. PE R \ ) f / } tt t y ZZ REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE PLUGS AND /OR THE HYDRANT LEADS LOCATED IN THE CONNECTION TO THE CITY - '..tw 1 -4" GATE VALVE MJxFL ` CITY OE G)IYB A DETAIL w -9 FOR Bt?�F/.BLDG'S f s T '+ \ TEMPORARY BLOW -OFF ASSEMBLIES FOR VESTING AND PURITY MAIN_ ALL HYDRANTS SHALL BE EQUIPPED WITH ADRAIN. AGRAVEL - Q> '� ( ) R 7 i ' i U ACCEPTANCE PRIOR TO TIE-IN. POC ORY WEAE PRONDED'E NATURAL � •fy v •f w /THRUST BLOCKING - DOMESTI NCE uP f s' 13 � ' J SOIL S HILL R PR LL ADE aTE B DRAINAGE_ HUNLE55 YDRANT TH DRAINS SHALL -, • F tj TI } I r •� . w m 9- ALL MATERIALS, USED FOR CONSTRUCTIONSHALL BE NEW AND NOT BE CONNECTED TO STORM DRAINS OR LOCATED WITHIN 10 FEET H /7'11 FOND I" P [ ! METER FOR { 4���G"11�2 : �� t j .. { I ''>'p \ .. UNDAMAGED AND :SHALL BE INSPECTED AND BY THE CITY OF OF OR CONNECTED TO SANITARY SEWERS. HYDRANTS SHALL BE ^ 3 0 �i NORTH v�l l2 • i TIC 5 {Cf c . �•. LA PRIOR TO INSTALLATION TUK THE SUPP WILIERS SHALL PRO . VIDE THE PAINTED WITH 2 COATS OF WHITE PAINT SIMILAR 'O WATEROUS . . , . .�I & = vt ,s' ��LBLOG. y 1 CITY OF TUKWILA1W7H A CERTIFICATE OF MATERIALS IF REQUESTED, HYDRANT ENAMEL V18 14 -W (SHINING WHITE) OR ECt1AL CONCRETE. \ • 0.1' EAST `, _ R. _ V" , pli..fil.... 0_ ® � , N LL PIPES FITTIN VALVES HYDRANTS,. JOINTS AND. RELATED FIRE HYDRANTS GUARD .POSTS SHALL . BE FURNISHED AND. INSTALLED \ v � ; f YYY !J &8 W \ ,. -';, .�� -- s 7 0 AP PURTENANCES SNALL CONFORM TC THE: LATEST STANDARDS ISSUED WITH FIRE HYDRANTS. AS DIRECTEDBYTHE ENpNE'cR. THE GUARD o 1 , , -= - -- iv BY THE WSDOT, APWA, AMWA AND. THE CITY OF Di WILA PO5T5 SHALL NDT BE MADE OF REINFORCED CD CREDE. 8 INCH IN \ • ' "' � �� • . DIAMETER, 6 FEET LONG AND BURIED'T0 A MINIMUM DEPTH OF S J X11 IL ?7 r 1 4 RIGATION METER I , - -- -4. ` __ I 7 o I\ 10: ALL WATER MAIN PIPE SHALL BE CEMENT -LINED DUCTILE IRON FEET. GUARD POSTS SHALL NOT I E S A m ER .THAN TH£ TOP OF PIPE CONFORMING - TO ANSI A 21 11 1977 OR LATEST REviSION, THE FIRE HYDRANTS THEY SHALL BE PLUMB Nib - I - E IRRIGATIOR ,Al'� . I t r ■ i 0.`Y ; r c - - -`. ': .. AND WHERE TWO POSTS c 'A... m ix, F ` TAPPED OFF DOMES .Y � ,I likit....' Z c� \ -- THICKNE55 CLASS - 52:CEMENT MORTAR LINING ::'AND SEAL COATING ARE USED AT A HYDRANT,: THEY SHALL BE SET WITH THEIR TOPS AT 1 - r - i :.S5EERRWC, w /WATER ONLY ` i .._, ...� .,_.._ I:„ - SHALL CONFORM TO ANSI A- 21 -4 -11 -1974 CW LATEST REVISION. THE SAME ELEVATION. NE EXPOSED PORTION OF T GUARD POSTS \ 4 , m CSI i ; I 1. D EATER i \ I ___ �i.o. ? (PIPE JOINTS SHALL PUSH -ON, MECHANICAL JOINT OR FLANGED WITH SHALL BE PAINTED WITH TWO COATS OF-WHITE CONCRETE PAINT, N it • • Ku tH ` . :1 1 - RUBBER GASKETS). -: APPROVED BY THE ENGINEER. (IOWA HYDRANTS NOT ALLOWED) (SEE O J N • j t 17533 ! { 1 t : I - f , . °°) \ 0 w "' 8 -I . • r 2'4k:E `'i� •'.:d'lA: I � _ STANDARD DETAIL 3 -1 & 3 -11 IN APPENDIX B ?• - r. o I 1 K - _ 99 11.. L _ ' ' • I I G I ' t I 70 - BIV I LD � ! 1 { .. UNL ESS OTHERWSE SEEO - EXISTING PUBLIC ROADWAYS SHALL BE x I x X X X le ALL FITTING SHALL BE CAST IRON, CEMENT-LINED. CLASS 250, EXIST. BARRICADE /SW :' 'm • 7 I ll t a LATEST R E}1 510N. W ALL P FITTING CIFID CONFRING JOINTS SHALL 8E 7O ANSI A -21 -11 -1977 OR DRILLED IN BACKFl 1G ANY OPEN CUTS OF E LLED AND COMPACTED IN ACCORDANCE WITH CITY OF TUKWILA YI + � r_a.., - - 717.48 1 4 I I )) + ACCORDANCE WITH ANSI B -16.1 AND SHALL 125 LB - STANDARDS. ALL CUTS INTO EXISTING ASPHALT SHALL BE ALONG U) I s `T'' x ' ' �--' -. t CONFIGURATION UNLESS OTHERWISE SPECIFIED- NEAT, CONTINUOUS SAW CUT LINES, .A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY v/ IK ;. V \-'-i,=.•'---',,,,,,-- '. I _ - ELY AFTER BACKFiLL AND COMPACTION. 9 . - \, i I �FF - �12�7$ FF= 132.8 -I : THE EXISTING SURFACING MUST BE REPLACED IN KIND (OR 3 INCHES O n " OF COMPACTED CLASS ° B ° ASPHALT :CONCRETE, WHICHEVER IS VI FOUND t' IF : rn - ` 5 F � OF TUKWILA DETAIL NO- W -5 SHALL CLOSELY FOLLOW REQUIREMENTS OF THE RIGHT OF WAY �` t FH: ASSEMBLY PER CITY GREATER) WITHIN 30 DAYS OF COLD. PATCHING THE CONTRACTOR ,r I•. p. ' 1 444 J 0 U 0. ?3 '10611 q F. 1 TEE (FLNAJxMJ PERMIT SPECIFICALLY, ALLOWABLE WORKING HOURS, DETOUR AND 4. - • J 1 \ _ i ll * \ \ 4th � .' l - _ 4 1 I F ` ■ I , I - - 1 -6' GATE VALVE (MJxFL) WARNING SIGNS AND NOTIFICATION. OF ROAD ALTERATIONS TO THE -_ ' " ' r A '•,, \ i . 1, �` k 5 " -6 D.1.'CL 52 POLICE AND /OR OTHER EMERGENCY SERVICES. m v ',I. ' „ .ca.•e- - - Wr.1 ' i i i _ -__ ' � i ___ . _ 1 '�� ; 1 k W /THRUST BLOCKING 0. ai • 1 ` _ 8^ 3 � ` 4 ` 0 � ?!�iRa,,•� " ¢;{J;y \. l . __ _ + - _ t.+ _ W L9 _ � ° +IIII _ - `"«., r .,. r r �,�. , 4 - •\• • III • 1 - -,,,_. ______----- Ad jr . Ali ---,\ �,'� , ` , i �� .L C v (i 'Y EX. SSMH N ,, ,..,. �..� r, GIL RIM =,4002 O • i �� `•; � � 1 LS SET R C �''Z ` (111332 - ,.- • W T 1-F.H. ASSEMBLY PER CITY _ •-�.." OF TUKWILA DETAIL NO W -' / GRr2 . , _ `- 4{ _ _ � I -_ '� _�, '�.., � TYPICAL 6 PLACES W W ~ ,-6-.13-.8- TEE (FLxMJOMJ) E H•,1y �`"- -`, "--. - �: � •.-.., ,«y -.�, 1 -6" GATE VALVE (MJxFL) __ CUJ �. `... \`w� • ...'.>;+ `",«..,,.. 7 _ _ _. -�. o 12' -6" D.I. CL 52 4 �� ` '�_� y � '\., `•., - :y, 1 12 CMP•' - _ 1 a t y o - � W /THRUST BLOCKING '• --: "''.,_ - "••- I T 4. EX. MANHOLE - -_ . � q ` � ."...,««.. �-..'\. ""e '``^_.^ .`_•""«.�,_ F i ti i • IM =129 �� 1 Y \'•F. ''-`"--•-.:-'-'-'-•., -•- "-� ",-".. 1 EX'. -__ 520'... 1 -10 "x10 ° x10" (MJxMJxMJ) z - I ' .... `^ ,.,,.w «„� ""'-« �' „� - ) CMP - J, 10 OI CL 52 (PUBLIC) \ _ 1 - 10 "z8" REDUCER (MJxMJ) 4 -'�\ •„• \4 --:-.- •-- - --,.., -,., \. '---,__,L -,° 1 -10' PLUG (NJ) r4i, x \ , �. -^ "- ,..��""• t • �,�` -.� -' ° -��_ W /THRUST BLOCKING 12,11. IV CASE " 24^ ...`.,.« "•+. � '^- \-. "`"CI "' 'EY 12" 7VV UsIoVV.Z: .. ."" \.,'' T l 7 INbc1ti6 ..1.,2 `' -''"- ,,.,,,_ « 4 CMP \ 4 j �'^ ~ `^.._..'••".... -,.�'\ 1 -10 "x16 "016" TAPPING TEE �;� / _ • " -.. . \-..., -" , -... « ..,.....„. '«.- '".`"...,� -\ , • . -.,,, \".•..'\\�` -+..' ••,.."_. <p � A - ; «-- T:: ", `\ _ .. --- � \ £XI EX ? R w RIM =95.33 r `D E "`+.'".•.. '.."« `.. «` _ 17p- �.A ) fq \ m ▪ 0 LA INV= 9003, 2 (ESw) 1 These plane have been reviewed by the Publi `�` 0 \ Works Dep : rlme nt for conformance with current 1 Z w� CI) sl aril Acceptance i sub j e ct t error w - oG and c o' a or ordinances. Wh ich do net authorize violations of W ado re :andrds di s. Tr I nr I h l t C w A 05 \ t fo rt e a dequ a cy of the desig res : ally wlo GI Z the designer. Additions, deletions or revisions to CO ' "' cr�, ` : the dra wings after this dat will vo this 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 inspecticn by t Y 8 N h \\ 90.] O the Public W zc col7oawuoo o r ks utihhe y Z zao Date: It{ qG BY /`1 ! Q o D ¢. \ -� x32 ° . n .931 fi / X .D V) W \ ~ O r N eg 42'x z a- W • �x 90. IY ° ° 39 COTfCf7YICOD ,W, 645 1 J. ` _, \ 2 a; CITY OFETUKWILA _ ... \ \\ ^ T; y 1,5''F DATE 04/27/95 \ \ PERMIT CENTER JOB NO. 997 -002 DRAWING NO" 997 - 2C3 .4 Als 74 SHEET • • e , , C3 of 6 Leo W --\\ RM 1 110.61 EXIST SSMH N 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 - ----° ' EIDST 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 10340 (N) SCHEDULE AND ATTEND APRE- CONSTRUCTION CONFERENCE CITY OF TU YnTH THE ''.1 W J TO DIRECT FLOW FROM KW7LA CONSTRUCTION INSPECTION PERSONNEL. ■ IN _ iD3�0 (SE) '�\ B. PVC - CONFORMING TO ASTM D -3034, SDR 35, W1TH FITTINGS °OUP, TROJGH IN MH . - AND GASKETS CONFORMING TO CITY OF TUKWILA STANDARDS. '� 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE j K U \� ° - 2 PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL wHENEvER CONSTRUCTION IS IN PROGRESS. o y 3' PRESSURE LINE , 9. ALL DUCTILE IRON PIPE SHALL HAVE AN APWA CLAS.1.5;8S IPE o INTO 8 PIPE ° 1 4 ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN BEDDING. ALL PVC PIPE SHALL HAVE AN APWA CLASS "F INCH v_ 0 5 .; ACCORDANCE WITH THESE APPROVED 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 A$TM 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. �.-- a - ■ 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 -D 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-:,...-E.,_-, 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 he I . slbllity - �Qi Y, o - \ b I I WIT ECCENTRIC CONES AND 3/4 INCH SAFETY STEPS. ALL "SHALLOW • ^ t F , 5 or the adequacy of the design rests cot S with , Q? MANHOLES" SHALL PER CI T7 OF A STANDARD DETAIL S -10 ALL 0 5 io zo f 1 A7 � / - MANHOLE COVERS SHH ALL BE THE OLYYMPIC MPIC FOUNDRY NO . MH 30 (SEE the designer. Additions, deletions or revisions to y o � \ \ ,� LCl STANDARD DETAIL 5 - 13 SOLID LID WITH 1 INCH HOLE, OR these drawings after this date will void this ' ` T \,� REPLACE SIDEWALK n' i I EQUAL, AND SHALL READ "SEWER ". ALL MANHOLES OUTSIDE OF SCALE i' = 20' p q d acceptance and will re uire a resubmittal of a y i • _ ` IN KIND ( 0 PUBLIC RIGHT OF WAY AND NOT LOCATED IN PAVED AREAS SHALL _ 2 = U ` lit HAVE SOLID LOCKING COVERS. ALL MANHOLES SHALL HAVE A MINIMUM revised drawings for subsequent approval, /77/77114 �. \''' \ , \ ° \ I ( 0.10 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND � \ � INVERT OUT ALL MANHOLE COVERS SHALL NOT BE ADJUSTED TO Final acceptance is subject t0 field Inspection by FINISH GRADE PRIOR TO FINAL PAVING OR LANDSCAPING. the PUbIIC Works utilities inspector. \ vim \ I f ! ?ate: Z' ") a` By: 1� � Col • EXIST 27" SD '\ ti U 9 m = \ — SOUTHCFMT LR VIEW CONDOMINIUMS o v ,, CONTROL PANEL ENCLOSURE ._ E -- - - -... -. - - 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 ...TS ALARM (LIGHT & AUDIO ALARMS), NOTFC, - 't ++tas+"' ,• r AND RECEPTACLE FOR EMERGENCY - \ -� 6F7 "(' '� ^'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 1 1 I T I ,. y1 0 W = • PANEL \ BEFORE R/W CONSTRUCTION CAN START -1 F }�ijamL yy • _ __... .. \ .. N. - - 411111 ; _ I - _ - - C7 ACCESS HATCH ! - ?p .. 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.G�. �• W rA 4 ELEV = 103.0, (MATCH GROUND) - - - I 9 _ p { • o r - S S CABLE HOLDERKELLEMS i I j IgUr, J �✓ .. I -FLOAT HANGER BRACKET 98' 6' P. ®72 50% P•14,. tiILA - C EXCESS WIRE FOR PiJCLIC JVOR3C"il' f — TU I UNDER GROUN GARAGE W FUTURE ADJUSTMENT II 3° DI PRESSURE LINE i 1 - e I F m ea w 5 t 3 D I RESSU 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_ LADD RUNG$: \ .. ._..� -s !!R'~�- ?, 1 - ___ _ _ — LIFS / � Q` _ - .. r<R7 I r ip 1ROf H �- ° 1[ __ - 1 - ._,��. __ , o Lr U Z ' GALV. STEEL OR PLASTIC + \ . W Z SAFETY STEPS. 1' O.C. - - I i I 1 •S - A CHECK VALVE Q '''' , 5• ` W w \ =. \ � ^\< - '' C:' r � Q Xi - PUMPS OFF (ELEV. 93.39) C' \ 10' HORIZONTAL e t FR \ ° SEPARATION FF= 115 33 I., L I' 3 a • LEAD - -ON (ELEV.= 95.39) 'F _ \ SSMH - �' I . -- -- - - Q J W • \ - 6 SS SERV!CE� 19, MIN Z • ki5� RIM = 106.51 (MATCH PAVING) -- - l] w • - LAG--ON ELEV 95 -59 ' \ \ INV = 700.25 N8� ' — CY aSAh \ . NV = 100.15 ( s) ) �® 1.'',.) . BUILDI #1 Y o W • - HIGH WATER ALARM (ELEV.= 95.79) q . \ 1 rip l_ - • FF =117 �6 " a 2 W X U \ 1,96 • 0 \. \ \ o% G - - - -- .l = 8.75 FF= 132. .`n (n = (n •, FF'. O PUMP AND DISCHARGE ELBOW \ \ I -a- - f x 50 - Pv 9 8 0 GALV GUIDE RAILS ` L FOLLOW MANUFACTURES SPECS. _ \ \ y t " s.,„ _ ~ USE FLYGT CP STYLE MOUN TING, DU PLEX PUMPS . T U �. . j r -'- W F- - FLYGT M 37 -06 SERIES CENTRIFU PUMP W /2" DISCHARGE (IMPELLER) - \ �.. I W `� - 25' TDH, 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� - • - , � ; 1/5/96 WET WELL: ELEV =9200 • � . ++ : a' DIA. PRE - CAST - - • 1:v` } JOB ND. 997 - 002 CONCRETE) � \ .: �r , ti O v. } u"Fa @o - \ INV = 9675 ( Li,.., Li,.., StA \ _ lace i _ ," ` �'z' `-- -- DRAWING NO 997 - 2C4 N) �� \ - -. a 3 �+ �,. - SEE DETP. + "•�`�. f ■ �� a LIFT STATION yam _ H _� SEE T N.T.S. 6 \ `r _ •.I rW, C4 or • 4r • 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 5 W N a ' CLEANOUT \ \ : INV. OUT = 113.05 : II a ' \ \ w o :ERG 11 z C • 5 }y a I z� \ _ a s f - M • 110 -- ® \ -- -- !Y rjS, , f ° \ +I ?TI 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.I 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 La! r tand hte adz ions ndards wh or ordinances. The respe ..;, the de q uacy of th n rests i o t a I 1-- these sig isner' Addit e desi io g ' Y ' Q drawin c d eletions o r r e i slo ;� v 3 acceptance a9d a ft er this date will V m revised drav ✓in wilt require a re t lt olf m gs for subsequent a F o8 F PP r ov al , a . the inal P;,b;iacc c s k s subject to fi eld inspection by a Date: ut ilities ins 0 N La La 2 11 4(, By :,'(7' Recto A 3 90 - — — i!I, -j , i c1 'a Q RECE Y O V) �--. - eITY OE TUKwRA m. Z • ,.t" < c IT; re J 3 1 X "o V) = a °ERMIT CENTER � M $g V u w r M SY • e D CUTTING UNDERGROUND Z W . DATUM 6500 EL orlon. 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 RESPONSIBILITY TO DETERMINE THE i g. EXACT VERTICAL; AND HORIZONTAL LOCAT O BST ALL EXIST NG UNDER- �B 997 -OO2 Y✓ TES PRIOR TO COMMENCING CONSTRUCTION. NO RE IS M 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 : H0 1 - 8 TM 24 55ORER LOCATION. ?§ UNDERGROUND SERVICE (USA) SHEET , C5;.o» 6 WMPIMMW lV�a = 20' : . ' 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 I � J � � • FABRIC OR EQUAL - ♦'ii« . :,,,,i1 40 EXISTING T II- t ° ° + ° t L . ✓ BUILDING / - 11- _ S �� p Vi +i a : p p t z L /1LU "7, ,/, /_/L/� /�< /1LL/L /11 /J eL /J1UL /1 .L DI ST U GRADED OR • ®1 % ••i••fI +i+ : ±i` p o p . p DIsTUReED 9DEr -'.o� :. : p 5 o v �� a 1 t . ..-.. "- --- ^.._.- S L &T -,. ° ' V ... " p' . . p ' . z 0 5 t0 m xn. '} }t " 34'28" . - ,� ' - II - _i: -o'C' • � • Q. • a n • Q POND SLOPE > . o! I 149 ,'2- \ \' - ,.".' 31 a.,. .•t, I .. � . o 1 } `i '�7 4 ...'.,..."^ 2.5' ` '^• . Y.ROpC I OR PEA GRAVE - 4 . 4 ®~`� - �._�l` �, t ' . ' ROCK CONE RISER ° LL "ti: L.._ , ""` A ', .„, . ,, \ f� - l L N.T.S. w N . a \. � N $ SILT FENCE - I, 20. \ �" f ' \ I HYt '' ;,. '� ;; _ ; . \ L ', SILT FENCE DETAIL Q s �r a fi \� � 4 { I N.T.S. • o t N i •, _ • ... ; 111 I y, W / z ?N' \ co N. \ \\ ^~i ",.' A t 6 } \ \ /`/ � RG x \ ' 1 `r is °- , N �\ \ �. t 5 \ \ �O / AS RF qo N :ff lira, W i Iw ■ ?r a<� - � , , j •�i � o f7o Mi s f — : �. N w r wyr� a is �n a — ; \ I t . ! ac • 2 -, \ ; t ' >� / b r?7IM ' ) } 1 E =is; t \ \ t ,,� ,+ 400001 �' t a j l 4 _� 0 1 ti t : / �� •• �� ° i ce y ° i � i 0 : � i � �i�i�i�i o / .� Y� '. \\t, GRADE AS MU ' '� t s• ~• �•����. •� 0 oft•�•�•e • a ••�•0 e• °I, . TO := x [ \ \ I I t , m T \TEMPORARY SEDIMEN POND- j } \ /° \\ ' t I ,. \ .. t L \ R= 25' MIN. a�• .:�• o • • e.• m r FOUND t" IP \ x e. � "•.�. \} I _ f I ' . 1 x N I � • ����i�� � Ilf j O '.05 Oil 0.37' NORTH ' ,,� i t t \ \ .� , • x o 0,7' EAST 7 m1 ., , `•\ I ®111,111 € cv ... 12" MIN O a U N 88'33\. ' _ .� - - l . r> .� � ® ;,/0 1 I t °. ° \ 4 ° -8 QUARRY SP .' W o 4 - �.'�irfnoa0� a ° PROVIDE FULL WIDTH w , °i �� Ita TEMPORARY, -_ , . } ° A 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 oo0`z000 � ` re - I w e` a `•ti ke•,,.. 2\:\.. \' '. '._ my z ' 1 , k j w , m F7UPiDpn MON FOUND " IP .`••::••: i REF- R05 V.7i /FG t 0.73' NOR>�,` 1TD �.�0���R . - - , x t 1 t :1_ \ t 0. �3 NORTn \. 0.69' WEST x∎••40 C • ;; l .., \ - - >t r, q t \ — ' 0 3 E AST \ ! .. ma \ y II ' I \ 1, 0 \ } �_ w i I 9 -\ �� % • ••�•." \ d ® k 5 ORM 1 ?, - - _ ' 5` - . - ",-- " 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 \ - - -. — , . .,....,...,„_.....,", ---„� -;, Y .. , . Y , v , • ROCKED CONSTRUCTION / �Y4 ` ^ 5 3 ENTRANCE -SEE DETAI IN cAS —. . \ .,� ,,.,' ti- .,,,,. , , � �.. ; ` \ 4 CBST.• £X C ""- _ • l ,., -_, 4 , ...•.. w,.. ^ -•"^'. °J ° '•w • j -- -" -..,, *-•..:-"'. -,__ ._.,_° : -,•..., These plans have been reviewed by the Public co r Q' °` Works Department for conformance with current z Z J City st Acceptance is subject to errors D �' r \ w and omissions which do not authorize violations of CI \ Y 70p adopted standards or ordinances. The responsibility y = j • 1 may- for the adequacy o the design rests totally with Y & V) V) - `' the designer. Additions deletions or revisions to Z ICJ '° c� t d rawings after t date will void this < F o 7N acceptance a nd w ill requ a resubmittal of N = 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 i- \ \ � .�x. • corro,,.000 Date: By: j - \ /' R � .. A, 6g's2•rs, DATE 04/27/45 .JOB NQ 997 -,0 \ � .. a a. w rt on n0a° CIE E01EIVD fi��7a TuKwILA 02 a Q 199f DRAWING NO. 997 - <2C6 L . , . , . ° PERMIT f ENTER .. 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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I o f SG2'` ' I 2 i, N � 2r1 _ in l; � 1 • J c q tiI • I iH 1 P- U 0 ^- U 7 51/2 I I, 4 ; 1-1 ,,' --A 3 9 l 3 . —_( Z Z 0 1 ..--- _� L - -- t —'F > 5 5 G2a ' 9s ' S 9s ,r J .tt � a_ W Z coil (Y 1 D EAST SLAB EL. 135.5 w~ WEST SLAB EL. 135.5 /, z <t / NN , Ti co 0._ z v W D: -3 k) () I- UJEST 4 EAST SLABS EL.135.5 ;�S 0M As: P SUPORT BAR PLANS ' SCALE !a• = I' -0' I '"r� 2 3. 59 I PEGENUKW1lA a °7adAL 4S�' o ag AY 1 _ " �f„ 2/26 / 69 5 o � t 3 EXPIRES 12/26/1996 ./ cEFMI -f CENTER JOB• 90-03 -006 _ . PT ®5 I 1 Q e D NOTES: _ , —) 1. S.B. _ SLAB BOLSTER. 2. C.G.S. •. CENTER OF STRAND. . 3. 5,P.. STRAIGHT PROFILE. 4 UN.O. • UNLESS VOTED OTHERWISE. 1 5. HEIGHTS SHOU,N ARE CHAIR SIZES (UN.O.I 6- 6. ALL CHAIR SIZES ARE FROM BOTTOM OF SLAB (J.N.O.). T IF SPACING BETWEEN SUPPORTS IS NOT SPEC DIVIDE -- DISTANCE BEP EEN HIGH ?DINTS INTO AN EVEN NUMBER OF I - EQUAL SPACES S. AT SLAB EDGE PLACE ALL ANCHORS AT MID- DEPTH t I J 9. CHAIRS REQUIRED AT ALL INTERSECTIONS OF DISTRIBUTED U) ' Q .. TENDON GROUPS AND SUPPORT BARS. 1 -1 �. CHAIRS FOR SUPPORT BARS AT BANDED TENDONS SHALL BE � SPACED NOT MORE THAN 2' -0' O.G., TUJO CHAIR MWIrtUM. 'C2 6 I. • INDICATES HEIGHT FROM BOTTOM OF THICKENED BLAB OR _ 1 BEAM TO BOTTOM OF STRAND. Q d} 2. SEE SHEETS PSI,P52 a PT -I FOR ADDITIONAL NOTES AND v (Y ), DETAILS. it �j T W c_ C ___..) _ 0 ci C Q Q . 1 (---) g ___ 1: .),. 0 z Ap 7 - I6._ °. — 1:'-4' 16' - °• - -�' ' to ' ,I. — - ; e� Q A l I p I - 1 va e•- .r• a•-a• is: 4 gn i m u l l /a" 9' - <' j 8' - 8' 8' J � � —t - -- - — --1` l i if,-, 1 4 z l - - In 6 e.cs m �_ p • 8 a 6 -. ,- a 1' 4w r,, 6'1 W. 3 , a . mW � 9 2.j . 4 � 2 ©: _a 2 U' . W S G II E r ` AI . � / ��- i� 1 Y � i �.— , n i I '-41- 1 • i° \\ /' � 4 P 4� I I I t , dL n cv , i y \ \ < :..„.4_,,,,,, N '� I I t © O x Z ` - _ 11 I / / ,I � 1 �` \.. 13iq II I 1 \� m m 13i � 1 m m ___ m V Uiu < ^ 1 1 I j � \. ¢ 2 it I Fes— '^ en Q II ' � I I t 1,. LL 11 N I t5L. 3 I atl H I� 61 . �� y . \ v S \41 � __ i �.� \ r! rt1 Bl _,. 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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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