Loading...
HomeMy WebLinkAboutPermit B95-0405 - CRYSTAL SPRINGS - ADDITION City of Tukwila . (206) 431-3670 Community Development I Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0405 Status: ISSUED Type: B -BLDG Issued: 07 /25/1996 Category: ACOM Expires: 01/21/1997 Address: 7220 S 180 ST Location: Parcel #: 362304 -9059 Zoning: Type Const: V -1 HR Type of Occupancy: WAREHOUSE Gas /Elec: Wetlands: Slopes:.N Water: KENT Sewer: TUKWILA Contractor License No.: CDCONMI126DZ TENANT CRYSTAL SPRINGS DRINKING WATER 7220 S 180 ST, TUKWILA, WA 98188 OWNER LAUERMAN MICHAEL R 7210 S 180TH ST,' : TUKWILA WA 98188 CONTACT ALLEN CULLEN Phone: 206 251 -8390 7220 S 180 ST, TUKWILA, WA 98188 PLANNER ALEXA.BERLOW CONTRACTOR C. D. CONSTRUCTION & MANAGEMENT Phone: 206 575 -2262 651 STRANDER BOULEVARD #207, TUKWILA, WA .98188`, *k• *******• k 4'•l t k* k' k`• k******* ** * * * ** * * * * * * * * * * * * * * *** * **'k' *** * * *yk fir ** * * * * ** * ** ** ' Permit Description:' CON-TRUCT.'NEW SINGLE STORY'TYPE V -1 HOUR ADDITION TO`,EXISTING BUILDING.. SECOND STORY OFFICE SPACE TO ; BE CONSTRUCTED WITHIN APPROXIMATELY 285 SQ FT._ SETBACKS Units: ?Front: 0 Back: 0 Buildings: 001' 'Left: .0 Right: 0 Fire P'rotect i`an: . UBC Edition: 1994 Valuation: 94,4;58.95 ,Total Permit Fee: 1,416.90 ** k• * * ** *,k ** k* k k * * * * **** k ** k k*** k* *fir * * * * * * ** till* * * * * * *•k * * ** * ** * * * * * ** ** * * *•k ** r Permit Center Authorized Signature Date I hereby 'certify that : I have read and examined this permit and ; ,know the same to be' and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building 'permit. . Signature: Date; - + .. 0 1 - I i` c io Print Name: A1\ `Qh <'Q < h Title: O1.4k12I` 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. 1 9 4"' 1"'' �s, CITY OF TUKWI ; ° Department of Coinnunit Development — Permit Center � r ` . ,�, � . -- o P Y . :;ei�? 6300 Southcenter Boulevard - #100, Tukwila, WA 98188. isoe (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME , I � NUMBER � Wc, �r Cfs-t -CA, sp n r e k 9 SITE ADDRESS SUITE NO. .e) C 16 - o4 - 7 2.2. 0 S • 1 W 3+ INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW • "X" in box indicates which departments need to review the project. . DATE :,',::::: . :: . DEPARTM . . . . ::::.;::::::::::::::: NT DATE IN : ! CO�::MMENTS .: . .. AP PRO VD E : : : :: BUI LDING - i_11-10 g.. CONSULTANT: Date Sent - NISMIcor Date Approved - 0 Qnyk, initial review X2115 (ROUTED) p` _—`_ 3,, FIRE 1 I, , i i r, FIRE PROTECTION: • Sprinklers Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: 1 INIT: SlO O LANNING e t f 24 r / ( ZONING: 1,16 tic I Ni DUCT. IBAR/LAND USE CONDITIONS? ( Yes LIAo REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S' S- 2 E- 5 / W- S r— ( PUBLIC �j�23 UTILITY PERMITS REQUIRED? Yes - i ii PUBLIC WORKS LETTER DATED: WORKS INIT: dIV utilic (r, ?5 IM 0 OTHER • INIT: }BUILDING - 5 .1 G TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): ;'• final review INIT.GM1111 VI4 °Yes �No 199 94 . KBUILDING Oo Film. OFFICIAL INIT: It.PA NI-Qr\ REVIEW COMPLETED AMOUNT OWING: CONTACTED 1, 1p • DATE NOTIFIED (] BY: ,.... Init. 2nd NOTIFICATION BY: (init.) tk (,) 3RD NOTIFICATION BY: ` '�- 6 1 `'� I !� I ,, C-y.�� �[ Tht (ii t.) V k 3 ''�"1 `a W . 0 4 q l�1oo a, ovoema BUILDINU PERMIT APPLICATION CITY OF TUKWIL4 Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 pc-lc-5_00o DESCRIPTION AMOUNT RCPT # DATE . BUILDING PERMIT FEE '5%400 PLAN CHECK C PLAN CHECK FEE Ste; . pd IL `?� NUMBER I - 0 1,15 BUILDING SURCHARGE Li, 5C.7 0 APPLICATION MUST B OTHER: FILLED OUT COMPLETELY TOTAL 1 W t 'k SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ 7220 South 180th Street Tukwila, 98188 cq-li /58.95 ' ' PROJECT NAME/TENANT ASSESSOR ACCOUNT# 362304 - 9007 -01 Crystal Springs Drinking Water, Inc. 362304- 9059 -08 362304 - 9008 -00 TYPE OF ❑ New Building ktAddition ❑ Tenant Improvement (commercial) Li Demolition (building) WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) ❑ Other: DESCRIBE WORK TO BE DONE: Construct new single story type V -lhr- . addition to existing building, including heating, plumbing and electrical. Second story office space to be constructed within, approx. 285 sq. ft. BUILDING USE (office, warehouse, etc.) Warehouse NATURE OF BUSINESS: Bottled water WILL THERE BE A CHANGE IN USE? „ No ❑ Yes If. Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE- Building: 5529 sq, ft.Tenant Space: 5529 sq. ft4rea of Construction: 4363 sq. ft. WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: ❑ Sprinklers ri Automatic Fire Alarm System PROPERTY OWNER Allen & Joan Cullen 'PHONE (206) 251 -8390 ADDRESS 7220 South 180th Street Tukwila, WA ZIP 98188 CONTRACTOR PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE • ARCHITECT The Architectural Consultants PHONE (206) 575 -1313 ADDRESS 621 Strander Blvd. Tukwila, WA ZIP 98188 I HEREBY .CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION:AND KNOW THE SAME TO BE TRUE: AND': CORRECT, AND I:AM AUTHORIZED TO "APPLY FOR: THIS;;PERMIT BUILDING OWNER SIGNATURE a n (1 DATE X -`�-� -� November 30, 1995 OR PRINT NAME PHONE AUTHORIZED Al C u ll en 04. asi 2.39'0/ AGENT ADDRESS 7220 South 180th Street CITY/ZIP Tukwila , 98188 CONTACT PERSON Allen Cullen PHONE(206) 251 — 8390 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department game7unity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED cal ()1- TUKWILA DATE APPLICATION EXPIRES DEC.05171995 (0 9'6 10/22/03 PERMIT CENTER , - , ' SUBCVIITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS /ADDITIONS COMMERCIAL •.TENANT . . Co mple t ed b permit application (one for • each structure) n C omple t e d buil�ng p er m it appl VE ica E tion (one for e ach structur or • Assessor Account Number tenant) :: C Assessor Account Number Two sets (2) o} the following I s w T w an , hich include o (2) sets of construction p Specifications n Site plan • Structural calculations stamped by a Washington •State licensed on of a men `J.en ineor : ; � Ex dng and proposed perlting 9 • La ca ble, t e ,:chang e of use) L J S oils r e p ort sta by a Washington State licensed engineer di D •pla n Overail bus n ( aP i j T opograp h ical •su :T lo Use of adjacent (common wall) tenant f � , Ener calculat sta mpe d b a W State li • Overall dimensions of buildmp o squ are footage en or architect i I fn F loor'pla n of proposed tenant s pace • LJ Legal description •: Ten ant pace p w it h use of each room ,labelled I Working drawings stamped by a Washington State licensed �:Exit.doors, egress patterns : architect whichincludo.: ; . •::New walls, existing wall, and walls to be demolished • Site plan ` Cross n Construction • •details ;Architectural drawings ectbns: showing wall nstruction and method of wing .:Structural: drawings Mechanical dra attac for, •floor and ceili co ng ; Elevations Struc ture ca c' do s st ped > a . ` licen :Civil drawin s 9 engineer be required stru u a wo ts to ingto do e ( sets ) Land plan NOT If any ty.w f' tru ne, submit s epar a t be S e utl p ermit utib ork •rs to be d n Completed utility permit application (one for entire project) a p plicati on an d plans • n Si ( 6 ) sets of civil drawin NOTE .See'ut permrt a pplication and checklist fors scat util REROOF P ry , submittal .req nrements Completed b u ildin g p ermrt application (one for each swct Assessor Account Number R ACK STORAG Na rrative describing existing roof, ma being remove and m being installed ! I C ompleted building permit applic NOTE A.cert letter i required prior to fi i and sign �; Assessor Account Number oil of the permrt Two • of plans which incl .: :. ANTENNA/SATE DISHE Building floor plan showing Completed building permit applcaton Entire space where racks will be located Exit doors I: I Assessor Account Nuber •.Dimensions of all aisles Tenant sp f loor plan; showing rack storage layout aisles and • ... Tw o (2) sets of ;plans w m hich include exi ;. :: Site Plan. (showmg building and; location of antennalsatellite dish) NOTE : . In dimension of racks (height width and. len g th) arsie — and exit ways. on plan j • . •.. its dish and method o f a tta c hment Details antenna/satell Structural calcu by a Washington State licensed fn S t r uctura l ca lculations stamped, a W licensed engineer (rack: storage. 8' and over)....... . engineer, may be:required RESIDENTIAL NEW SINGLE•FAMILY DWELLINGS /ADDITIONS RESIDENTIAL REMODELS Completed building per it application (one for each structure) I Completed building permit application (one for each structure) Legal description n AssessorAccount Number Assessor Account Number ngs, • wh i ch :include • Two (2) sets,of working draws :J Two sets (2) of working drawings; which include S ou d • F n on plan Floor Ian • • Site plan -•• . (O p ':::•i' a ccess to building, showing • , Floor plan wldrh an d length o f access) ding ele n s (all view • Bu g cross section .. :.Roof plan !I • • Building'elevations views) � St r framing plans :; .•. Building cross - section NOTE 1 l any utility work ls,t be d on e provi utllrry permit application • Stnrctural framing plans .. : , • :and plans must be submitted • State En er gy Code'data . •.: REROOFS _ Six (6) ets Completed utility permit application r Completed building permit a ( forea str ucture ) • r� s of site plans showing utilities. .: [j Asse Account Number NOTE .: Building site plan and utility situ plan may be combined. See • ,: I Narrative existing roof, mate being removed, and utility permit application and checklist for specific stibm i;tal req ma terial being installed Additional topographical and soils information may be required if unique NOTE: A certification letter is require prior t o final ...;.:....:............ 77 6.,:„.. 7: and sign silo conditions. oNof t he perm • \ Nt City Tukwila John W Rants, Mayor . _ Department of Public Works Ross A. Eamst P. E. Director NOTIFICATION OF UTILITY PERMIT ACTION TO: '• PERMIT CENTER FROM: 5 PUBLIC WORKS ENGINEERING DATE: May 21, 1996 SUBJECT: Crystal Springs Drinking Water, Inc. 7220 South 180th Street Project No.: P95 - laniCheck No 'B95 0110 -O40S Activity No.: PW95 -0376, 0378, 0379 Contact Person: Mr. Allen Cullen Phone: (206) 251 -8390 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON May 21, 1996: PERMIT FEE - PW95 -0376 Land Altering $76.50 PW95 -0378 Storm Drainage $25.00 Total Cost: $101.50 THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. (This information consists of a copy of the Certificate of Insurance coverage (min. $1,000,000) naming the City of Tukwila as additionally insured , a $2,000 bond and 5 copies of the haul route map for the Hauling permit.) PW95 -0379 Hauling $25.00 Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0!79 • Fax (206) 4313665 . . New t'Squar a 1-eet• ° `) ' !: ' c, Inspe't� \ion Fee ?1 �� �:' Acct. No 412J X42. +00 Plan i Ch,eck, 1=,ee . 10.00 Acct NC: TOTAL F ES1 25.011 • King County Valuation: Value'c.t t,,Consrtr iori: .00 'k •k •b 'k 'k •k •k 'k 'k •k 'k 'b •k •k •k 'k •k •k •k •k •k k 'k •b 'k '4 •k :k :k k 'k 'k 'k •k k •b •k k •k'k' 'k k 'k 'k •k •k'•k 'k` •b •b k •k 'k 'k :k •b 'k 'k k 'k •k k k k R •b •k k 'k •k •k •k k •b 'b 'k k •k 'b b k • I hereby accept :'this and agree to abide all appal i cable :sections of the City of Tul wi la Munic:i pal Code. We agree +:h;.at the Citv of Tukwila ..hall he held harmless for "all or'any claim. arising as. a res oT. :this proiect• Permit: which ha�ie :� ed beyond-the expi ratio ri date sha 1'equ i re a re-application and rc i.s nuance of the.r : pier it ' through the (3i ty at an a d d i t i o n a l fee. THE APPLICANT MUST NOTIFY" THE , OF COMMENCEMENT AND COMPLETION OF WORK. AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -01 79. Signature: � .'.t -�.k Date: `4 r- a 5 'k ' k " k 'k •k •k 'k 'k 'k ' k 'k 'b k 'k k 'k •k •k 'k •k ' k 'k •k •k 'b 'k 'k ' k ' k k •k 'k b •k •k 'k k •k •b •k •k 'k •k 'k •k • k •k k k •b k 'k •k 'k 'k •k •k •k ' k ' k •k •$ 'k •k •k •k 'k •k ' k •k 'k 'k 'k 'k •k ' k •k 'b ' b •k APPROVED FOR ISSUANCE BY: JJS Issued B Date: G Authorized Permit Ce Signature 'b 'k 'k k k •k •k 'k •k ' k •b •k •k • k •k 'k 'k 'k 'b •k k ' k 'k 'k 'k 'k 'k •b •k 'k k 'k * ' k ' k 'k ' 4 •k k 'k 'k •k 'k' •K k • , •k •k •k 'k 'k 'k 'k •k •k •k •k b •k 'b 'k 'k " k 'b ' k 'k •4 'w " 4 '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. Gi•. •el r +.unM.0 Artirwr•.�u.�.�• , , . . • . . , ___. . LAND ALTERING; Permit No: PW95-0376 Issued: 07/25/1996 Status: I'S'SUED Appr'ov'al °t 1)5/21.'199t LL. �rer. ' Project: CRYSTAL 'SPRING', Expires: 01/21/1997 Address: 7220 S 130 'SST Location: 7220 S 130 ST Parcel #: 362304 -9059 Wetlands: Watercourse: Slopes: N Contractor: License No.: TENANT CRYSTAL 'SPRING DRINKING WATER Phone -.: 206 253-8390 90 3613 61ST .W SEATTLE-WA-93116 OWNER C'ULLEN ALLEN 3613 61ST :.W:,'''S.EATTLE WA CONTACT ALLEN C:ULL Phone: 206 251-3390 3613 f (.1T .'_,W, SEPTTLE ,W 9C116 •k •k •k •M •k •k •k •k •k •k •k •k •k •k •k •k •k 4''k * •4 •k k •k k, k'. k A : •k k •k''k.:M •k •k •k, iF '}.•k k k k k * •k •k .k •A' 'k •k •M •M 'A• k k 'k k •M 1, •k •A• •k Additional DeSOriptiun : { LAND AL:TER'ING FORADDITION TCi' THE• • EXI'STING• °BLC'C . EARTHWIIFY:' FOUNpATIoN' EXCAVATION- 63 C'Y•: REMOVE GRAVEL „FROM BIOS,WALE- 19 ('r, , FILL 'TO r'BOTTOM OF. FLOOR SLAB• 1B6:. CYZ''`MTSc'' =RE'3HAPINt3 P:PRKING- 5il 'i:Y Grading /F;i ll ('Y. r'l:). 107 'Fi.l,l: 211 ,T,F.,,: s. ? Perm:i•,t' Fee fir `,110 'Account No ,O00f' 2. 1,00 1 • y am :• ~ ! y N 1 ?..., 5 3, Flan �..h�i; Fr -.e. •- � a�J� i , � •Ac.i.ourrt �rt�: C�C�Cs! ' . s�_�il E`i',11tltei r' Account No Of0/31b.9t.4 Totar)'Fee.. 7.6.:0 Valuation. OOi k •k 4 •k • k •k 14** •k '4,14.'4 •k : k •k''M * k •k,•k • k 'k •M'k;k 'k •S, •k,A •k” M e •k : k . ; j c .k.,k •M'•k,k k :M *, *-'4 'k •k •k 'k •k . A .. k •k •k .2, k .k:14,34*•w4 •k *' 4.•h •k •k k •k k t k k •M I herehvwcertit that I ha'vej'•reai# and, e;•amfflt;d 'thi: DC rmit ,a d :;knew the same to be trU an',d un•r•rect . All pt ow i = i OnS..ut law and .or•td i r an•ce g one r ingg this work wi 11 ,o►ppl,ied with, whether :p C.i fie,d herein' or not `The.'' wantir+g of this perm`, do`e:., n `'pre :line to give e autl'ioi i•.tYy to'',V olnte'.or cancel the pr u:f any other state or local l w_i � er�uldtin can :tr or the pertormant:eot work. I -am authorized, tai` sign foi 'd obtain th-i Land Altering permit. Th'is shall flet:ome s ull"': fd' if tl.e. :wor4:: is not commenced within 130``days iron► the date of is :uance,or it the work is suspended or abandoned :tor• a Oct i,od 01 1L0 '.days from 'the he last` inr•oection. THE APPLICANT MUSTY NOTIFY THE +. I l :` IN'SPEC.T +:►R OF COMENI CNENT AND COMPLETION OF WORK AT LEAST 24 IN ADVANCE:: FOR :AN INSPECT'IOWCALL 433-0179. Signature • C •A •k •k •4 •k •k •k 'k •k 'k •k •k •k •k •4 •k •k'k •4 'k •k •k •k •k •k •k k •4'4'•4:4 •k 'k •k •A' •k :k •k •4 •k A 't * :4 * rk *•k •k •k •k •k k •k •k •k k 'k •k k •k •k 'k• •A• •k k 'k 4 •k •k •k •A• •.A •4 'k •4 •A APPROVED FOR ISSUANCE: JJS , �) Issued By __ t �� Date: "� 5 - `"l �� .Authorized Permit Center Signature k •k •k 'k •4 •A •k •k •4 'k •k •k •k •k •k •k •k •k •k 'k •4 :k •4 •k •k •k •k •4 •k •k •k •k •k •k •k •k •k •k •k 'k •4 •k •k 'k •k k •k •k •A• * 'k 'k •4 •4 •k •k •k •4 •k. •k •4 'k •4 •k •k •k k * •4 •k 4 * •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 this project approved herein. Final Inspection Approved By: • Date: Inspector Signature , • , , . , , _ ., , . , . . . .. . - ■ . ' ' . , . CITY OF TUK:WILA ' ',-- 04::'7•.,„ ttt,•.- - •" , ' , 4il, , •• • ,..,,:ot1.11.1 . , , . , - ‘4.-' - --.4. 4 str- --;;.t:,: .•:---7 , t,_ ; ,p-,, , , .1.,,,.- : " • • , . . . . , . . ., • ' . : • •,• rcu * .36a3ou - gos9 �_. 3W3o9- goo 9605300597 3623049059 3623049007 3623049008 3GA3o / croog AGREEMENT AND EASEMENT FOR DRAINAGE 6ZJ - 0 1 /05 THIS AGREEMENT made this f • 7-1:1 day of A-PC I L , 1996, between PUGET SOUND POWER & LIGHT COMPANY, a Washington corporation ( "Puget" herein), and ALLEN CULLEN AND JOAN E. CULLEN, husband and wife ( "Grantee" herein); WHEREAS, Puget is the owner of a 100 foot wide strip of land running through the Northwest quarter of Section 36, Township 23 North, Range 4 East, W.M. WHEREAS, such strip of land is presently owned and occupied by Puget in connection with Puget's electric utility operations, (said strip being hereafter referred to as "Puget's Property "); and WHEREAS, Grantee desires an easement for a drainage facility upon Puget's Property at a location more specifically described herein below; NOW THEREFORE, in consideration of Ten and No /100 Dollars ($10.00) Dollars and other good and valuable consideration in hand paid receipt of which is hereby acknowledged, and in consideration of the performance by Grantee of the covenants, terms and conditions hereinafter set forth, Puget hereby conveys and quitclaims,to Grantee the following easement: A. A nonexclusive perpetual easement over, across, along, in, upon and under that portion of Puget's Property described in Exhibit "A" attached hereto and by this • reference made a part hereof for the purposes of installing, constructing, maintaining, and using a biofiltration swale and appurtenances thereto (herein the "Improvements "), The terms "Easement" and "Easement Area" in this instrument refer to the easement herein granted on Puget's Property and as described on the attached 0? Exhibit "A ". This Easement is granted for the benefit of and shall be appurtenant to the O below- described parcel, and the rights and obligations of the Grantee herein shall be a covenant running with the title to said parcel, being specifically described as follows: C.C) That portion of the Northwest quarter of Section 36, Township 23 North, Range 4 09 East, W.M., described as follows: Beginning at a point on the North line of the Henry Adams Donation Claim No. 43, being 615.75 feet West of the Northeast corner thereof; thence North at right angles to said North line 30 feet to the True Point of Beginning; thence continuing North on said right angle line 120 feet; thence West parallel with said. North line 54 feet; thence South at right angles to said North line 120 feet to a point'on a line $ 30 feet North of and parallel with the North line of said Henry Adams Donation Claim No. 43; thence East along said parallel line 54 feet to the True Point of Beginning. Situate in the City of Renton, County of King, State of Washington, and; .Commencing at a point 615.75 feet West and 30 feet North of the Northeast corner of Henry Adams Donation Claim No. 43, Section 36, Township 23 North, Range 4 East, W.M., in'King County, Washington; thence North 120 feet; thence South 88 °21' East to the West line of right of way of the Seattle- Tacoma Interurban Railway (Puget Sound Electric Railway); thence South along said West line to a point on a line 30 feet North and parallel with the North line of said Henry Adams Donation Claim No. 43; thence Westerly along said parallel line to the Point of Beginning. This Easement is granted subject to and conditioned upon the following terms, conditions and covenants which Grantee hereby promises to faithfully and fully observe and perform. s v∎t MAY :3 0 1996 COMMUNITY DEVELOPMENT ENT / • 1. Cost of Construction and Maintenance. Grantee shall bear and promptly pay all costs and expenses of construction and maintenance of the Improvements. 2. Compliance with Laws and Rules. The Grantee shall construct, maintain and use the Improvements in accordance with the requirements of Puget, the National Electric Safety Code and any statute, order, rule or regulation of any public authority having jurisdiction. 3. As -Built Survey. Upon Puget's request, Grantee shall promptly provide Puget with as -built drawings and survey showing the location and elevations of the Improvements on Puget's Property. 4. Grantee's Use and Activities. Grantee shall exercise its rights under this Agreement so as to minimize and avoid, insofar as possible, interference with the use by Puget of its Property for electric utility purposes and shall at all times conduct its activities on the Easement Area so as not to interfere with, obstruct or endanger Puget's operations or facilities. Grantee shall install the Improvements and conduct any other of its substantial activities on Puget's property as may be communicated to • Grantee by Puget for the purpose of protecting Puget's facilities, preventing hazardous conditions and minimizing interruptions to Puget's utility operations. 5. Work Standards. All work to be performed by Grantee on Puget's Property shall also be in accordance with the plans and specifications submitted to and approved by Puget and shall be completed in a careful and workmanlike manner PP Y 9 com P to Puget's satisfaction, free of claims or liens; however, nothing herein shall be deemed to impose a duty or obligation on Puget with respect to the sufficiency thereof. • Upon completion of such work Grantee shall remove all debris and restore the ground surface as nearly as possible to the condition in which it was at the commencement of such work. 6. Termination for Breach. In the event Grantee breaches or fails to perform or observe any of the terms and conditions herein, and fails to cure such breach or default within ninety (90) days of Puget's giving Grantee written notice thereof, or within such other period of time as may be reasonable in the circumstances, Puget . - p may terminate Grantee's rights under this Agreement in addition to and not in limitation c0 of any other remedy of Puget at law or in equity, and the failure of Puget to exercise such right at any time shall not waive Puget's right to terminate for any future breach or G default. 7. Termination for Cessation of Use. In the event Grantee ceases to use the • Improvements for a period of five (5) successive years, this Agreement and all Grantee's rights hereunder shall terminate and revert to Puget. • 8. R!lease of Improvements on Termination. No termination of this Agreement shall release Grantee from any liability or obligation with respect to any matter occurring prior to such termination, nor shall such termination release Grantee from its obligation and liability to remove the Improvements from Puget's Property and restore the ground. 9. Removal of Improvements on Termination. Upon any termination of this Agreement, Grantee shall promptly remove from the Easement Area its Improvements and restore the ground to the condition now existing or, in the alternative, take such other mutually agreeable measures to minimize the impact of the Improvements on Puget's Property. Such work, removal and restoration shall be done at the sole cost and expense of Grantee and in a manner satisfactory to Puget. 10. Third Party Rights. Puget reserves all rights with respect to its property including, without limitation, the right to grant easements, licenses and permits to others subject to the rights granted in this Agreement. 11. Release and Indemnity. Grantee does hereby release, indemnify and promise to defend and save harmless Puget from and against any and all liability, loss, cost, damage, expense, actions and claims, including costs and reasonable attorney's fees incurred by Puget in defense thereof, asserted or arising directly or indirectly on account of or out of acts or omissions of Grantee and Grantee's servants, agents, employees, and contractors in the exercise of the rights granted herein; provided, �r1tl.J , 4 / however, this paragraph does not purport to indemnify Puget against liability for damage arising out of bodily injury to persons or damage to property caused by or resulting from the sole negligence of Puget or Puget's agents or employees. 12. Changes and Repairs to Puget's Facilities. Grantee shall promptly pay to Puget the cost of any relocation, alteration, restoration and other changes or repairs to Puget's facilities which Puget shall reasonably deem necessary by reason of the construction,, use and maintenance of the Improvements or other activities of Grantee on Puget's Property. Without limitation to the foregoing, Grantee shall promptly pay to Puget the cost of temporary raising of wires and the realignment or strengthening of power poles or towers made necessary by Grantee's activities pursuant to this Agreement. If Puget so requests, Grantee shall provide assurance of payment satisfactory to Puget prior to Puget's commencement of such work. Puget shall accomplish such changes or repairs, subject to the availability of labor and materials. For the purpose of this paragraph, "cost" shall be defined as all direct or assignable costs of materials, labor and services including overhead, in accordance with charges for transportation of men, material, and equipment, storage expense of material and rental of equipment. 13. Conflict with Future Installations of Puget. In the event that it should become necessary for Puget to install additional electric utility facilities or otherwise use Puget's Property and if, in the sole judgment of Puget, the location, existence and use of the Improvements interferes with such installation or use to the extent that it is impracticable or substantially more expensive to accomplish such installation or use, or that such installation or use may pose a hazard because of the location, existence or use of the Improvements, Grantee shall have the obligation to either, in Grantee's • sole discretion, (a) protect, modify or relocate the Improvements at the cost and expense of Grantee, so as to remove the interference or hazard to Puget's satisfaction, or (b) to reimburse Puget for its added costs of design, construction and installation to avoid such interference or hazard. In the event Puget intends to undertake any such construction, Puget shall give Grantee reasonable advance written notice of such intention together with preliminary plans and specifications for such work, identifying the potential interference or hazard and all design information relating thereto. In no event shall such notice and plans be required to be given more than six months prior . ' p to the scheduled commencement of work. GD C71 Within one month after receiving such notice from Puget, Grantee shall give written notice to Puget by which notice Grantee will elect to (a) protect, modify or relocate the Improvements, or (b) reimburse Puget for its said added costs. If the Grantee elects to protect, modify or relocate the Improvements it shall commence work promptly and diligently prosecute such work to completion prior to the scheduled date of commencement of Puget's construction. If Grantee elects to pay Puget's added costs, Grantee shall give Puget satisfactory assurance of payment of such costs at the time such notice of election is given. If Grantee does not so elect one of the above - described options by giving Puget the required notice, Puget shall be entitled to make such an election on behalf of Grantee, Grantee agrees that this election shali'be binding upon Grantee and have the same effect as if made by Grantee. If Puget so elects option (a) described herein or if Grantee elects option (a) and fails to commence and prosecute its work as contemplated herein, Puget may, at its option, undertake such work on behalf of Grantee as Puget deems necessary pursuant to option (a) and Grantee shall promptly pay Puget for all costs incurred by Puget in performing such work. Puget's costs reimbursable under this paragraph are defined as in Paragraph 12 herein. 14. Hazardous Wastes. Grantee is responsible for any contamination that enters the biofiltration system and becomes deposited in the soil or groundwater. Contamination includes hazardous wastes as defined under the Resource Conservation and Recovery Act (RCRA), the Comprehensive Environmental Response, Compensation and Liability Act ((ERCLA), or the Model Toxics Control Act (MTLA). Grantee shall pay for any and all cleanup costs, including restoration costs, that may result from contamination entering the biofiltration system. 15. Title. The rights granted herein are subject to permits, leases, licenses and easements, if any, heretofore granted by Puget affecting the property subject to this Agreement. Puget does not warrant title to its property and shall not be liable for defects thereto or failure thereof. ,r \ti __LA..)_10,_,e_r u Print Nape v•44 S .c ‹5LL`r' -- . , Notary Public in and for the State of Washington, residing at ' a.ao orvuu5t4 My commission expires '3 � - 9 e AGREEMENT AND . EASEMENT FOR ` DRAINAGE PUGET SOUND POWER & LIGHT COMPANY - GRANTOR ALLEN AND JOAN ` E. CULLEN - GRANTEE EXHIBIT "A,; Commencing at a point 615.75 feet West and 30 feet North of the Northeast corner of Henry Adams Donation Claim No. 43, in Section 36, Township 23 North, Range 4 East, W.M. in King County, Washington; thence North 120 feet; thence South 88 °21' East to the West line of the right of way of the Seattle- Tacoma Interurban Railway right of way (Puget Sound Electric Railway) and the True Point of Beginning; thence continuing East 10 feet; thence South in a straight line 10 feet East of and parallel with the West line of said Railway right of way to the North line of S.W. 43rd Street (South 180th Street) as conveyed to the City of Renton under Dedication of Right of Way recorded under King County Recording No 8203240396; thence West along said . North line of S.W. 43rd Street 10 feet to the West line of said Railway right of way; thence North along said West line to the True Point of Beginning. y o . c°o • • • • : Y, W , is ���! i:.3� iGi �►�C:�;ru al.' t ray► si Nami adder 3.6 (3 : ISM L.; • S : ' 7 'I . , • , • , . ' ' , , , , , , • • • \ • ......................... C c, City of Tukwila ■,771.1i John W Rants, Mayor , To Department of Public Work Ross A. Earnst, P. E, Director ................... ji , 1908 NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433-0179. This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit condition and City standards. In situations where required notification has • not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace non-conforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred w d to WHO CAN above BE REACHED AT 433-0179. e is the PUBLIC WORKS UTILITY INSPECTOR, MR. GREG VILLANUE v • Your cooperation in this matter is required and appreciated. 6300 Southcenter Boulevard, Suite #100 • Tukwila Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 t - GLIC .--- ! "`'i...."gs Ci ty of T ,. villa A n I 0/ 1 o y y Central Permit System - Engineering Division l V'„ a )o ' 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433.0179 UTILITY PERMIT APPLICATION W C I 5-03 PROJECT' > :: < > Site Address: - 3 - l7 Q tci►t • / 50 S../i -7 W 95 INFORMATION :: Name of Project: C'R 5 - #4-c. _ Ir n I.P, + _ __ c+ -t)C Property Owner: A 11, ..\ ,) Phone No.:(lc6) 3/- 93c10 Street Address: 3c, 13 — ( I 9-7.- City /State /Zip: ,_ .e t...c)i4 'gilt 4 Engineer: Phone No.: Street Address: City /State /Zip: Contractor: Phone No.: Street Address: City /State/Zip: King Cty Assessor Acct #: Contractor's License #: Exp. Date: PERMITS;:?;;: <: ❑ 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 PWg ❑ Flood Zone Control ❑ Water Main Extension ❑Private ❑ Public 1)14(35 Hauling ❑ Water Meter / Exempt:- 5 21 j 46 % � No.: — Sizes: Land Altering cubic yards Deduct ❑ Water Only ❑ Landscape Irrigation NO ❑ Water Meter/ Permanent - No.: _ Sizes ❑ Moving an Oversized Load ❑ Water Meter/ Temporary: - No.: — Sizes: Est. start/end times: Estimated quantity: Date: Schedule: ❑ Sanitary Side Sewer - No.: ❑ Other: WATER :;METER :: Name: Phone N DEPOSIT/ ,, ' . D ECEIVE® ::REFUND /BI ' > Street Address: City /State/Zip: ;:;:MONTHLY: < ::> >'<?: : <: Name: Phone No.: fl SERVICE .;. ; - 1995 :BILLINGSTO' :' ' Street Address: City/State/Zip: TUKWILA ❑ Water ❑ Sewer ❑ Metro ❑ Standby PUBLIC WORKS DESCRIPTION OF?PROJECT: ❑ Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums J 1 Commercial /Industrial ❑ Office 4 Warehouse . ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: MISCELtLANEOUS : ❑New Building g Remodel/ Square footage of original building space: f I 3 >:IN FORMATION :i ;< Square Addition Footage: Square footage of additional building space: l goc.) King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ :I HEREBY CERTIFY.THAT I HAVE READ: THIS:APP. LICATION AND;: KNOW; THE;SAME. BE.TRUE AND CORRECTa App licant/ Aut horized ntact Person R t e o l Agent nt Signature• (•�1�, --. .u�l rint name): ` ` e � Print Name: A < <, ` A ddress: S w Date: \"?-`\ VI S Phone: 24:70 0 '2.'5 - - 33`10 u- .._. Phone: 7- 8 H2O ncacrrcO Date Application AccepSe . CITY OF TUKWILA Date Application Expires: ( cie 04/22/92 NTE SUBMITTAL CHE&..LIST 1 SANITARY SID6-4EWER O Type of pipe - concrete, PVC, etc. All site plans shall be provided in one submittal for review by the Public 0 Size of pipe/location Works Department. Six (6) sets of plans stamped by a licensed engineer 0 Percent of slope on pipe /length of run are required along with this application completed and signed by the 0 Connection points) to existing system applicant's representative. 0 Location of cleanout(s) and test Tec(s) The following information is necessary for Public Works Department 0 Type of bedding and backfill material /percent compaction evaluation and approval,gf site,plans: 0 Invert elevations at structures and junctions • All utility constructidri is t� meet the City of Tukwila Standards SEWER MAIN EXTENSION • Indicate scale of drawing and show north arrow 0 Type of pipe - concrete, PVC, etc. • Identify location by address or distance to nearest intersection 0 Size of pipe/location • Identify public right-of -way and any easements 0 Percent of slope on pipe/length of run • Use standard 24` x 36" sheets for all site plans 0 Connection point(s) to existing system CURB CUT /ACCESS /SIDEWALK / 0 Location of cteanouts and manholes CHANNELIZATION /STRIPING /SIGNING 0 Type of bedding and backfill material /percent compaction O Dimensions STORM DRAINAGE (include existing topography and proposed O Type of surfacing - asphalt, crushed rock, etc.(and thickness) grading and surfacing) O Percent of slope and runoff direction O Type of pipe — concrete, ADS, etc. O Size of curb cuts / locations O Size of pipe I location O Vehicular and pedestrian traffic facilities, including signing and 0 Percent of slope on pipe / length of run striping, wheel chair ramps, curb cuts 0 Location of all structures O 20' of paving on all gravel driveways connecting to paved roads 0 Square footage of area to be drained, including roof area . FIRE LOOP /HYDRANT 0 Type of bedding and backfill material / percent compaction O Type of pipe / hydrant O Invert or flow line elevations O Size of pipe/location STREET USE O Location and type of all valves 0 Complete description of proposed activity O Type of bedding and backfill material / percent compaction 0 Map with address and outline of limits of activity relative to public O Distance from structures, storm and sewer facilities right -of -way and easements O Location and size of thrust blocking O Proposed traffic control/detour (per Manual of Uniform Traffic FLOOD ZONE CONTROL (Requirements are under Flood Ord. Control Devices) No. 1462 and can be obtained from the Public Works Dept.) 0 Proposed schedule (times and dates) O Lowest finished floor elevation WATER MAIN EXTENSION O Contours and elevations per National Geodetic Vertical Datum 0 Type of pipe — copper, PVC, etc. LAND ALTERING (CLEARING, CUT AND FILL) 0 Size of pipe / location O Contour map (2' intervals) showing existing and proposed contours 0 Hydrant types and locations O Estimate of yardage, both cut and fill 0 Valve types and locations O Erosion control plan with temporary and permanent measures 0 Connection point(s) to existing system HAULING 0 Type of connection - live tap, tee, etc. O Quantities of materials to be hauled to and/or from site 0 Location and size of thrust blocking O Copy of Certificate of insurance coverage (minimum $1,000,000) 0 Size and location of mains, including elevations (profile) O $2,000 bond made out to the City of Tukwila for property damages WATER METER - EXEMPT caused by activities 0 Diagram of domestic system/tie in of exempt meter O Route map 0 Number /account for existing domestic meter LANDSCAPE IRRIGATION 0 Size and type of material of meter, service and meter box O Location of DSHS approved double check valve 0 Site address O Type of pipe - copper, high density molecular plastic, ductile WATER METER - PERMANENT O Size and depth of pipe 0 Type of pipe - copper, high density molecular plastic, ductile O Size of meter and meter box 0 Size and depth of pipe O Location and elevation of meter box (water meter - permanent and 0 Size of meter and meter box exempt). Clearly show whether tap is on main or domestic service 0 Location and elevation of meter box (water meter - permanent and O Location and type of tap exempt) O Type of bedding and backfill material / percent compaction 0 Location and type of tap MOVING AN OVERSIZED LOAD 0 Type of bedding and backfill materials /percent compaction O Copy of Certificate of insurance coverage (minimum $1,000,000) WATER METER - TEMPORARY O $5,000 bond made out to the City of Tukwila for property damages 0 Address and hydrant location caused by activities 0 Size of meter O Business License with City of Tukwila 0 Estimate of quantity and schedule O Route map O Dimensions (L X W X H) of overall load Atter the Public Works Department has completed their review and the plans are approved, the applicant will be notified by letter concerning the necessary permits and requirements; an approved set of plans will accompany the letter. If the plans are not approved, the applicant will be notified by letter of necessary resubmittal requirements. • • • • • • � � +,= '.t' do 4t • -A'..k 4i �r i �1• 4i 7k I. �4 'k. k .1( . 4,1 A k, A It •k A , •k k . A :lc' ,1 :•k'ir'; �c A :1• ' le •k 'Je * •A 4t -:h .,l k * * :4* lr �• h A * A. 1r :4: k A 41....!‘ 4, • A •: • CITY'.. TUI(WTL:A� VA Fa1Na3�1 i •;*,* .kAkk *h,k * *4A': 1 e A Q kll�r'' Ji iskA: 4st• kArF :4 '1'.RANait,I3 Numbei^:..a Amounts 060,50 07/2i`/9)6 14:68 : P'auine.nt CHLC(. Notation 5LB . • Permit .'NO .1395.0405 .T��.oe: B -BLI }S :BUILDI , PERMIT Parcel :Na: 3E2 J04- nq • . . '• Site. `Address,: 72.'.0 5:.,180 ST Total reea: 1.4.16..90 ., ':'Th P is Payment 860.50 ,Tutct1 ALL Puitfi; 1.416.':1:0 Balance:: •.0.0. i ** k al• k.k• kl1 • * *k•krlAIk:+•4:aa•kA•kk * * , ,1 k'Arl�riAkk * A'1lkk:k�F•kA�r*44. *...kk•�k *ol'*ki *A*h* : Accaun•t Code . D.esrrin•tion. Amoulnt, 000/322.1.0.0 ..• BUILDING ' -. •NONRES 299.64 . 000/345. B30 .P.LAN CHI CI :'--' NONRES • St' C N:40 , . 000/386.�)Q.4 STATE .BhJIl...01.Na '6URCI.IAR'GE 4..'0 • . 1483 07/26 9617 TOTAL 987.00: • . .. • • • • • � ! * di *,* # at .k * • * ;* *,* *'k ik it *, * ••A'•! *•tit *, /,,A. * k *. *.* * ,*.A* * ./ , . ..., ..* olr . ... t # .# * d ., ; : • • CI fY • OF TU•KWWIL,A WA Tft tlW MI C �: • d�'k * 'dr *. **ket*** ''it * }t **•k ** * *•A * * * * * * * ** * *lL* *k # * # * *.1 * # • * * # ** : T .' ' ' I T:I1et' Num .. %004531 AmaLintw 76.5,0. 07/25, 9 .6 14 O `f'avmerit h'iad;.. CHECK Notation ... ALL.C:N..GUL,LEN Zn i,t. SI..EI . Pe bi t Na 'PW95: 0376 • l'o'pe: •P4f -LA LAND ALTLR a SIC PLRM'TT ' Parcel. No'z•..362J04 -90 3 . Site. Address'. 7220'5 18O.ST, Location 7220 6 • 1SO,S'f . • .Total FeO . •.•.: . 76 ..5,0 T'Niia .Paym • '76 «50,; 'fatal • ALL Pmt . 7.5`0 • , a'I anc.e. .. OO ot -k4k'' ''' k s� kk t. ## d.** fio.**** • / *1t * *>> *: * *• k..*, *'• ha rt *' * * *4 * * * * *. # * ** . (c &aunt' Code . ' De.s.er i.pt i.a Amount 000/322:.1.00' . 'B,U 11 ;DT'.NG. -' .NONREF3. ., 54 .00 f • 0(),./34 PLAI GNIi.Gh • - NONRES ?S • (l# .1 ki . '07 / g "1, ... a , ^ ] ( , 4 *k4:k *k **4'k4.* *'k *k **k** :1•k ** * *k* X14 * *o1k *Akk *k*k•A * *•x• ** ***** CITY, OF' TLUKWILiA. •VIA k — �lr k. `tRAitSP T ***.* **k•A *s1 ***k*•k**�1** k" • of** t kF*4c*****A'h*tic*.l**** 1 :** * *** TRANSMIT: Number 36004532 "Amourit: 25.00 07/25/96 14:0`? Paviaent Method "CHECK Notation: ALLEN CULLEN .. Init: 5L6 Pi ,t No: PW95-0378:. Type: PW -all" STORM DRALNtISE PFcrc el : No 362304- 9059.. '. Site Address: 722.0 S "1130 ST Lioceition: 7220 5 180 ST / TRENCH DRAIN ALUMS TI•IE EAST' P/L •Total Feel::: 25.00 1•his Payment 25.00 1•otal ALL Pmts: 25I0 Raiancec : .00 " *,A.A*'A k **s1 *'•k cAlk**** tkt4k*# 4*** k• ke 1******* * * * *;‘*d * *'A *eV .Account Code Desci^ i pt ion Amo'in 006/3450830 PLAN CHECK UTILITY 10.00 41.2/342.400 INSP FEE STORM DRAIN 15: 00 F.. .:fZi= ► o7 /z X87, QP ` Numbers r .9G0 r A m o urt t 2 5' . 00 0 i/% 7 4 :a 10 :: : -. P'a .Met;ho , 'CHICK•. Nat ALLEN ,CULL.EI� `.., Init: 5LB • P.erm�t IN o: : P 95 Tvpe: PW- HAUL "I Parcel - No:'' -3 2304 -9059, S i t e •Addirese: 7220 S 1 : ST. ' Lci:it:'atiorti: 7''4.'.0.6 i.QQ 3T 1'Mi.s P vment ' .00. Total' ALL Pmts 2500 :.' s. . Haiarice,: 60 0 .< i *k•R *A .A;* S *A *?k* * *;%4:A *4„. '* * •k.* * *,,,, *A4r rkkrl *Ak* * *rt *•* *iA. 4' *►1k *rk*r4k+k,k. ** . AccQUnt Code Descr • A • GGG /345 .8 Q . CUEC!(' 'PLAN UT . . .10 00, 000/ INSP t: -. UTILITY .'1. :.00, • . � I � ° 7. `120 . q fl, .. o .. •.: • • • • • • • .) } • GENERA ;556.40 * :k • *: k A.: 1,•k,�:.,• *A **4* *,A *a Ia * * * *, a * •• :.. Rf *a C HECI 556,40 : - SS6.40: CITY OF ' T LU, I(W I L A °. W fa ` . HECFCHANGE 0 k4, 0 , *�4•k.4 *a4k *•k•k*:k-A *• *4. *** i�'4 :.A A.*.*•** �4 * * *A*k� * *A•04•/�.A *•ksl *,* ; ;I�3 . * 123. • 05031000 16:22 •fRAWSMI f Nu mbers g4Q0,33Q4 ;Arrititn y � :,.•' .. 556.40 12/()1/95',..1',.: 2, `Pavrtiertt 3� t;t hod r. . •••• Ncitiit'i ori: ,• NLLE:N CtiLL Iri:i i. 5MC - Permit.:'.N6 f395- .0405. : 13 .Type .-BLDG f3U7:l.DING . .1,'E , fiM1T • : ' Parcel ,.No 3&.230.4-900.9 .'S 1 to Addre>:;s:. 7210 •.5 •1,80:. ST . `f ata'I :Fe'es: i.41tJ,Y � L TMi•s:- PEtymerii+ 556,.40 Total flLL Piots': .�. ,.E � .4:0 • 13alaric4: 1360, .'50 k *. h*•* * * * *k•*4.41• * *:k *A,* kY1 *>E *.A•h• *'k, * *-• ** * ** * 'k * •+4 • , ** ** *• s4 * •h*•h . * * *. b•* •h•k ** Account.' Lade n,esc.r'^ i pt; i A1f1.9ut1t 000/.322.1:00 ... •‘:RUII:UING - NONRES ;56 - .4(} • ,� .. , _- ___._w y 'SY+. INSPECTION RECORD -' .': ~ 1 Retain a copy with permit n ovas i ,. ( ) $42.00 REINSPECTION EE RE UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: ' . > crw, e, tx. a.+au�ar.5.ax..YU•a........ -,. .« .. .. «-. o. s. icue.. tn.+.+ N1Clu.RSraY35'.:is;.z'.(��!'Ft'd_. ;i 1 INSPECTION RECORD !Or, R a copy with perm INSPECTION NO PERMIT NO. CITY OF °TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Project i 0 .k ^r 'n 5 " Type of inspection: ' no3 Address• - Date called: Special instructions: Date wanted: Requester: Y a t j eY "l � �D i I Phone No as 1 ) 3 S Approved applicable codes. 4 Corr ections required prior to • �.. .,. Per .,, PPl� q P approval. COMMENTS: "Q_ ,n �J Ls h � i o .. R 7 °C.A., 4 , 1 7 Inspector: ii Date: �„��.* • I I $42.00 R INSPECT! - FEE REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection; Receipt No.: Date: •. . , : ; i INSPECTION RECORD Retain a copy with permit f 3' 6 (40 INSP C . PERMI N . 1.` CITY OF TUKWILA BUILDING DIVISION 4 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ;. . Pr 'ect: tXinKiny Type,Qf inspection: ,, Urs4sta Sprtnrc 5 wake' �.r I ln;rt t = t ndi Adilre S l t ° 5-fr Date callefi, _ j g q , " Special Instructions: Date wan t;,, 1 p a.m. t. P.m. Requester: i; Phone No.: Approved per applicable codes. n Co rrections required prior to approval. COMMENTS: -': i l44idPvh4 /V1444 he, .Gvl � = 47 *v, 111 . h4./ / hsp Wall f14• fig. Inspector //k, 7 / Date: Iv , jg l r , [] $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must !; be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Receipt No.: Date: C1 INSPECTION 'RECORD Retain a copy with permit INSPECTION NO. - PERMIT NO. CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Projectri 9V , __, Type of inspection: - IGU k I IACLI Address.— _ _ )QZO a W + Date called: Special instructions: Date wanted: am. 1 LA p.m. Requester: PW - 03 • 11)) 4 15 - 31`G 51, Phone No.: Pwas- 0579 Nast Approved per applicable codes. [ [ Corrections required prior to approval. COMMENTS: • • • 4 Inspector: Date: J $42.00 REIN PECTION FEE REQUIRED, Prior to inspection, ee must • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i . , , ® INSPECTION: Rj ' IN PEC ) N • . ... PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4) , , (2 431 -3670 ; Project: , Type of inspection: i rysi � J(�ri v1s 7 ' 14yer c�ryw..l l 1_ Address: Date called: ; 7Z?_L� S 18U tt /26/ t Special instructions: ' Date wanted: ": ( i • I tl fZ 7 � 6 p.m. reu I t 67 . ((4 +c I Requester: w.� 7 • C a r t , � 1 Phone No.: S - l3 r. Approved per applicable codes: I I Corrections required prior to approval • CO MENTS: ... :.j ;r r t :a:' 7c r ' s // ( ' r I ^��. Date: ! I /iI igti I 1 $42.00 REINSPECTION FEE REQUIRED. Prior to in pection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ,1 ; ; [Receipt No.: Date: • . } INSPECTION RECORD Reta a copy with perm q-5 f 6405 NSPE TIONNO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188* (206) 431 -3670 Project: Type of inspect' n: Address: Date called: 72246 S- I /I /Zo Special instructions: Date wanted: • a.m. r Requester Phone No.: Approved per applicable codes: I I Corrections required prior to approval. j COMMENTS: Inspector: 6Ti b Date: n sp [—� $42.00 REINSPECTION FEE REQUIRED. Prior to ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: INSPECTION RECORD � Retain a copy with permit O _ INSPE TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 63 00 Southcenter Blvd., #100, Tukwila, WA 9B188 ;a (206) 431 -3670 Project: Y � �' Type of inspection: C n 2. Address Date called: 6 Special instructions: Date wanted: a.m. q�O . Requester: tilal l'ND Phone No::' V 1� t 5trD Approved per applicable codes. ) j Corrections required prior to approval. COMMENTS: C U ' GI-►zt- car-3 C 4%4 ) 9y - 4z, Off 1 l. YI 1• I Inspector: C",_)S110./..._ D ate: Z [7$42.00 REINSPECTION FEE REQUIRED. Prior to inspect) , fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , I Receipt No.: I Date: ••.•:.' INSPECTION RECORD Retain a copy with permit tt t r 1 Par INSP TION Ke. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a (206) 431 -3670 P o ct I AL SPRi! v S T ins ecjjpn ILi�h { �StAL, 2 s6: 5 )(Kt) �� Date called: ( � � 1 � � b 1 Special instructions: . f Date wanted: 11 ist a.m. Requester mmr Phone No.: 5... FA Approved per applicable codes. ( Corrections required prior to approval. CO MENTS: ',. t inspector: Date: ( 4 4 iN,_ I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: _ _ , • wuw.'''''' .w..u...r." -- . .,..�. .-.... n .+.•+..rwrwrrr�w++o'vrnra.;« INSPECTION RECORD . , Retain a copy w permit 5 -GIG . " ' INSPECTI a NO. " . PERMIT NO. , Inspector: jt Date: /r /I/ 9(f I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f Receipt No.: Date: ' ' , . .• ling INSPECTION RECORD 071/4s , , .,, ,., ID=i INSPECTION RECORD (} Retain a copy with per •Q5 ". O5 ; : i. INSPEC ON NO. PERMIT NO. ..;, N CITY OF TUKWILA BUILDING DIVISION ► 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ` ; , (206) 431 -3670 .. 1„ Tye f n pection• � it. SpR� �� W� 1n, -� i�fltJ dr s: Date called: 72-10 S Igo ST' 11- 6 - Ij v pecial instructions: Date d: 9r ,V Requeste ir— 1 ri1 VD ^; I Phone No.. � — 8 i Approved per applicable codes. Corrections required prior to approval. PP P PP I I q P PP ..1 COMMENTS: = ,, � - cat/ /I i f ,. i jai • _ I r l i 'yt t Inspector: Date: q P1 $42.00 REINSPECTI • FEE REQUIRED. Prior to inspection, fee must •.•I• be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. q ' Receipt No.: Date: .'.� . , _......_ _�..�.+��J` ... •, J .. ...:. "':SF.�S%i+JY'l TititiNL'Fn.mtwvsu - - ...`."..... .. "- �..._.....�.�.........�.... _.... �.�........_.•. _.,, .pw:„.„...,..,„ .PQ / .,,,,„, „,. W INSPECTIQN RECORD Retain a copy with permit N 5b • y INSP C ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 0 ■ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 g . ∎ 206) 431 -3670 Proje . , Type of inspe ion: . C . AM . � ... v ;Address Z-0 S 1 c Date called: (+ / ( p� C Special instructions: I (� Date wanted: ,, / l .m. Requester: , 1I Y O Phone No.: 5 -7Lc , 2`-00- , Approved per applicable codes. • XI/Corrections required prior to approval. / - ''",^ . . ••.{. • - 1 ., ;.;,--.: • -A ..:'% rTh , ',...... , '-.• ,.- ?in ., , INSPECTioN RECORD . , rd Retain a copy with permit 7 .5 - 0 0 INSPECTION NO. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /A (206) 431-3670 4;1 /1//r4 di t riGt .... , . 4-emr,y,:kA,/. 14 cit,i T4 A.. I 11 &Tit,t. AA1 4„/ 11 . ley4irti 4 • .. . , A 4 / / Inspector: A JO - Date: i .4........' 0:.:( — .1.1 itg ••••••• ( 1 W r ••• Li $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must _ be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ Receipt No.: , Date: . . 0 • e • , ' " : , INSPECTION RECORD • Retain a copy with permit 95 _05 IN PECTION N • . PERMIT NO ; Proj4c68U� j'A s TTe ,o in • :� i n: C � 1 yo S 15 5stz, s —r- Date called: 10 ZZ ....9N(49 Special instructions: Date wanted• �n 2$CI p. Requester eARLos Phone No.: (. I Approved per applicable codes. lCorrections required prior to approval. COMMENTS: f Pi S kk 0C - C - ' - ' r P I ON) The Pita(-- • Inspector: ( Date: /b t Z ( t 6 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: Date: •i; • • INSPECTION RECORD INSPECTION RECORD - Retain a copy with permit L 95 4 /4 INSPECT! N NO PERMIT NO CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Pr•'ect: • Type of inspaction: Addres : Date car =d: /� J� '? ?O s. "r ,)-. a Special instructions: Date wanted: .,, eat Reque ter: vv 7� r►, . Phone No.: Approved per applicable codes. I I Corrections required prior to approval: , CO&IITS: iA tt�1 A t..- � a 14 i ►JCS r G Wyk Sisk AT it 11 e • rt 'iZ`0 n- zzo noa. -- -rue e o rya, 3 0 ,J 1v4G 2,- A v ' WYLII LA �1�'�A %..- 2 a ►J 1 A(t-' APPr�a � o • S( carte ; -S AtPiW . Inspector: C Date: l t) f�4 J $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: _�► :,► _ :... • INSPECTION RECORD ■ ' Retain a copy with permit �S k INSP CTION NO. PERMIT NO. • CITY OF BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818: 1' (206) 431 -3670 Project S f _ n C Typ of ins pecti: � rA � A � -t"j/4' .? I r ` Address: Date called ' 1 2Z0 s i o $ • c 30/ °► Special instructions: Date wanted: ( 1 ) "( Requester: iC1 Phone No.: 2 - g �J�S I Approved per applicable codes. [Corrections required prior to approval. COMMENTS: IVA I L! tJ (1 CI S 1, Win- 1 IOC ' t I Q tJ -roc vas . , 7 is AP m‘ caTa0._ iv._ `- u tti A 1 .MI-too-ow t) ;. STtLnP AT' 11a cANN.4+cNt.- ►r- (1.- V ZNN t-+ Wv '... ijt i F TMt‘.S I ±)c■ Si a-P.S p ,%04- CAt. 4 Nsut.ovra:o (t t•t. j1L3 I r1 LA crF S LAS I Nis u+LArLa • • I Inspector: ( ' D � L �� Date: r / I $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • .. .• •.. INSPECTION RECORD n ...c. Reta a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ' ... , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 % el (206) 431 -3670 Project: Type of ins ction: NA i to ti, C.I� � S pti, ,36 ... Type w >J S u Address: - � I n .� Date called: 7 • Special instructions: Date wanted: V /7-4/ p. ::::. 7 3 13 Requester: . Phone No.: ` i i I I Approved per applicable codes. Corrections required prior to approval. ; COMMENTS:' 42cN,11c'c r' NAB /tit)/ eV `714AT c fLcTto A of itE7-t (J ' IW i ',Pu '.i4 'ta0 W i I t,..- No T r3 1.-. : . f o & t As A I S F -N C4 -Lt.S ptL vE" .. CAL-C. e.01.— NI (Lct..- A r JC A U No NV t �N"W ,au AOCc a TAB" A Nr,At Tecr NrbNA Pty INS „'s/ .' . :I t NS u t,^Tc9 (Lo %- t,...v.P 0 at.vt3 I n) 0 it 111%.— Tt1 v i ec I)Oc r*Itt.EC.,. ev.)v.FvoeE t2.c4vnT, i 1 -AP>L$ _ f ( /A 1 "I'D Cr lil*- YWk"eA C-i' '-'. • - 1. Inspector: (�' F�.D Date :$ l9t0 �7 C $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must {` be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule roinspection. • Receipt No.: Date: ••'.. , i' INSPECTION RECORD Retain a c1S- plc1S copy with permit INSPE TI PERMIT NO. '-. CITY; OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 j'. , (206) 431 -3670 Project: r,a ' f■ )3G S Type of inspe ion: Address: Date called: , Special .instructions: Date wanted: a ; r Requester: Phone No.: Approved per applicable codes. 4Corrections required prior to approval ? COMMENTS: 4 , ► - C trh S T far "S L,".6 r r►SU LAi 1b,, -` lJE b 4.1t, 8e f t4- 5 7e.s,. "9 161> i �1�t.._ (1►� wet: f , eN ClG ki ovo E . 1"14■4 1 S N bT" • A.1 r -i ft."C Ci.Ncft-c`,�' I nspector: Date: F ; I $Q2., /au ..i $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must $` be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: I • INSPECTION RECORD F ° Retain a copy with permit Joqc . r IN PE TI • •. ERMIT NO. CITY. OF. TUKWILA BUILDING DIVISION r• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ;` i (206) 431 -3670 .'i: TA � i NOS Ty o_f jn,5pecti 6 ►� - s. r Date callled _ It" I Special instructions: Date want a.m. , p.m. V J Re quester A —p30 A Phone No. :2s 1 - 8 385 _ I Approved per applicable codes. [Corrections required prior to approval. COMMENTS: 1> (kV% Ailx.Aa,- " trS -IOC NAIL.- Ft) A...._ gm -, 1)&% vs)() t ), TC F n.r -A NNPAC f-m511 A (•S A+i10 1 UDow aD !L. '.,. t, Z. GF S Us6 s L,."a• . l ,, . '1 j I . ! . i. l' Inspector: -0. S Date: •• t�:, � 21 k . tea^'`.. � ko 1 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ', be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ' . • • .. r'.' was _ . �..«. �•...-...._ .,-- ....._.,...........�.....: _ .. INSPECTION RECORD ' Retain a copy with permit 695 -0 INSPECTION NO. PERMIT NO. ( CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 , ; (206) 431 -3670 P •ject: Type of inspectiona • Addre : ' Date called: '') ac S . ISO Special instructions: Date wanted: a.m. Requester Phone No.: r *Approved per applicable codes. I I Corrections required prior to approval ' t COMMENTS: , s ` �l VA I Ni #.1' 1 2.' 4 P r IL- (I 0 2i'L-au M... ice' : V wnLA— ..b '.I ` D 64 Cwe 4' Inspector: C � ` �.. Date:‘ S ' g I I $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '~ Receipt No.: Date: 1 ` • INSPECTION RECORD 1395 . 0 / 0�` • Retain a copy with permit I PERMIT NO. r CITY OF TUKWILA BUILDING DIVISION ►,,�, k 6300 Southcenter Blvd., #100, Tukwila, WA 98188. (206) 431 -3670 ; t Project: , , . Type of inspecti n: : 4 !.✓t lSi"- tJ 6 et ,/ o ti.t /.•- ti IY .rl.. .7 Address: 0 Date called: 0 Special instructions: Date wanted: +.m� 5 /9 pm. Requester: Phone No [pproved per applicable codes. I I Corrections required prior to approval COMMENTS: F sits I 1 f. Inspector: ' Date: + • $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .... :. .....�: ' . „ „ „ „ „ , . -. , r" r—,....... - I' ,,- RECEfVEc C Q 6 i995 - RECEIVED }.1� la, 0 ~ . MN OF TUKWILA ' HG- NM4 -HD 4 1 !I I 1 1111 I 1 I 1:c, 6 1995 1 DEC 0 1 1995 • HIGH PERFORMANCE PERMIT CENTER BUILT-UP ROOFING HC;fiER vOSSMtI ASSOC. SPECIFICATIONS CLASS "A" - Up to 72" slope in 12" ALL ZONES PREMIUM 1 FIBERGLASS SBS BASE SHEET NO. 501 Materials Per 100 Square Feet Rosin Sheathing Paper 1 ply 5 lbs. j Premium 1 Fiberglass • r SBS Base Sheet No. 501 3 plies 90 lbs. NAILABLE a High Performance SBS DECK t2. Premium Polygiass ' " " --. 40• Cap Sheet No. 601 1 ply 102 lbs. ■ Asphalt 75 lbs. General requirements and specifications are . 1"9 tz" applicable as part of this specification. ' Malarkey recommends the use of its Hign s. Performance Premium Polyglassb Cap Sheet 36" ! 26. No. 601 as a base flashing material. Malarkey recommends the use of its SBS te � T• Mineral Walkboard No. 916 for all traffic areas. • ROOFING HIGH PERFORMANCE SOS ASPHALT POLYGLASS CAP SHEET NO. 601 4.01 APPLICATION /INSTALLATION E. Metal Flanges /Gravel Stops: A. Fleshings: General 1. Prime both sides of all metal flanges to receive t. 1. Shall be applied as per manufacturer's specifi- roofing with one gallon of asphaltic primer per cations. 100 square feet of roof area and allow to dry I 2 . Extend roofing membrane 2 inches or more above thoroughly. all cants 2 . Set metal in mastic and nail 4 inches on center 4; 3. All vertical surfaces shall be canted. to wood nailers or insulation stops. r 4. Nail to the deck. 3. All stacks shall have an 8 inch minimum height B. Vertical Fleshings: metal flashing sleeve. i 1. Shall be minimum of 8 inches above roof mem- 4.02 PREPARATION & USE brane. (See SMACNA detail #113). OF MATERIALS & EQUIPMENT 2 . Provide for nailing to the top surfaces of all curbs. 3. install or mechanically fasten nailing surfaces A. Asphalt Temperatures: (treated wood /nailer strips) flush with surface. 1 • The asphalt shall be heated in accordance with C. Cants: E`/T (Equiviscous Temperature) standaras and applied within the temperature range 1. Shall be installed at all vertical roof intersections. ;E T ` 25 °F] 2 . Shall be approximately 4 inches in horizontal and 2 . if using Malarkey SEES asohait it shall not be ap- 4 inches in vertical dimension. plied at temperatures below 450 °F at point of 3. The face of the cant snail have an incline of not application. more than 45° with the root. 3. At air temperatures below 36 °F. it is recuirea that D. Projections /Extensions: supply fines be insulates. 1. Install all projections and extensions through the 4.03 ROOF INSULATION roof deck prior to installation of roof system. 2. Projections shall be constructed not less than 18 Not applicable to this system. inches from the intersection of the cant and roof deck. 4.04 EXPANSION ,;DINTS A. Contact Maiarkey for specific application cetatls. 4.05 WATER CUT-OFFS A. =ivide Tor area into areas as specified. *TER CUTOFFS (Cantle D. Shall be applied over and parallel tothounderling t B. At the end of each day's w " provide temporary roofing a °'°zpped, so that the flow of water is over water cut -offs at the edge of ,.,isulation. Remove or parall „; but never against the laps. cut -offs when work commences. E. Shall be lapped with 4 inch lap seams and 6 inch C. Water cut -offs shall be one layer of No. 501 base end laps. sheet embedded in a solid uniform mopping of hot F. End laps shall be broken not less than 3 feet apart. steep asphalt applied at a rate of 30 lbs. per 100 G. It is recommended that cap sheets be "flopped" into square feet. place. Tension shall be placed on the ends of cap 4.06 WET INSULATION sheets lengths as they are flopped into place to en- sure that the sheet lays flat in the asphalt. Not applicable for this system. H. "Brooming in" is recommended by the material man - ufacturerto insure adequate bonding of the cap sheet 4.07 BASE SHEET APPLICATION to the asphalt during low temperature application. A. Specified base sheet shall be mechanically fastened I. Embed loose granules into over -run of hot asphalt to deck as per diagram. at side and end laps while asphalt is still hot. B. Shall be lapped so water flows over or parallel to, but J. On slopes 2" or greater, the underlying sheet of all never against the laps. cap sheet end laps shall be nailed with two rows of C. Shall be lapped 2 inches on sides and 6 inches on nails, 3 inches apart, on 3 inch centers staggered. ends. D. The plies shall be lapped specific to the system and 4.10 VALLEYS AND WATERWAYS mopped as shown. The asphalt shall be applied in A. Shall receive an extra ply of No. 501 base sheet. such a way that in no place will felt touch felt. Light Y P 9 B. This extra ply shall be at least 36 inches wide and "brooming" is advised to aid adhesion. extend at least 12 inches up the inclines out of the 1. Ply sheets shall be shingled in, free of wrinkles valley. or fishmouths. 2. May be applied by a mechanical felt layer or rolled C. This extra ply shall be laid prior to the application into a hand mopping of asphalt. of the roofing plies. 3 . Shall be applied so that the flow of water is over or parallel to, but never against the lap. 4.11 ROTARY-DRUM-TYPE FELT LAYER 4 . End laps shall be a minimum of 4 inches and off- Not recommended by roofing manufacturer. set a minimum of 12 inches apart. 5. Embed the full 36 inch width of each ply in hot 4.12 MECHANICAL FELT LAYER asphalt applied at the nominal rate of 25 lbs. per A. Shall be multiple gate valve type that spread hot 100 square feet. 6. "Brooming in" is recommended for both felt layer asphalt on the roof surface just ahead of the roof- and hand mopped applications. ing as it is applied. 7. When "Rolling in" by hand, the mopping asphalt B. Equipment shall be clean, in good operating con - shall be kept within 5 feet of the roll. dition and shall hold sufficient asphalt to lay an en- 8 . Mop shall be kept full and flow asphalt on the roof. tire roll of ply felts. 9 . Do not "glaze in" ply sheet during the interim be- tween surfacing. 4.13 SURFACING 10. Ply sheet application on slopes exceeding 2" per Not applicable for this specification. foot: ► Provisions must be made for back nailing of ply sheet. ► Provide wood nailer strips on non - nailable sub- strates. • 4.08 PLY SHEET APPLICATION Not applicable to this system. • 4.09 MODIFIED CAP SHEET APPLICATION A. Roof surface shall be clean, free of dust, dirt or mois- ture when cap sheet is applied. B. Light priming with asphaltic primer is required if any surface oxidation has occurred on the installed base sheets. RECEIVED C. Shall be applied free of buckles, wrinkles, blisters, CITY OF TUKWILA fisnmouths or voids of any type between the sheet and the mopping asphalt. DEC 0 1 1995 3.12 PERMIT Q N1EJ w... ._ v ._......... .. ___ 1 • • k I OTTO ROSENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING n 6747 M, L. King Way South • Seattle, WA 98118 v A U D I O VI SUAL (206) 7254600 • Tacoma 6274477 • Fax (206) 723 2221 4 TI O N • CONCRETE REPORT JOB NUMBER: 96 -272 �B9 REPORT NUMBER: 001 PERMIT NUMB5 -040 PROJECT:',- Crystal Springs Drinking Water • DATE: 28 August 1996 INSPECTOR: D. Newman Inspected placement of 81 cubic yards of 5 sack, 2000 psi concrete from Lone Star in the following areas: reinforced slab on grade •. J Concrete was placed via pump and it was vibrated internally. Mix Number 3100 Batch weights per cubic yard: 470 # type I cement, 1464 # sand 1915 # 3/4" agg., # agg. , # agg. # fly ash water Admixtures: 18 oz . Pozz 100xr Cast specimens # 1 A —C at 27 cubic yards with a 5 " slump. Del. ticket #: 623394 Cast specimens # at cubic yards with a " slump. Del. ticket #: Cast specimens # ‘ at cubic yards with a " slump. Del. ticket #: Weather: partly cloudy 60, 66 . Concrete Temperature: 74 COMMENTS: • i COMPRESSION TEST RESULTS • SPECIMEN " DATE AGE IN ULT. STRENGTH STRENGTH NUMBER BROKEN DAYS SIZE AREA (SO.IN.) WEIGHT IN LBS. LBS. /SO. IN. 1 —A •••.: is 9-4- 7 6 "x12" 28.3 29 #10 oz. 85,878 3078 . 1 —B 9 -25 -96 28 6 "x12" 28.5 29 #11 oz. 133,831 4695 1 -C " 7 =K` 9- 25 -96, -:' 28 . 6 "x12" 28.5 29#10 oz.`` 131,418 4611 r; : • • } Fi'T! rSrt.T' f 2 d • . r t.A i v.. R E.VEI �tl'Ep 11 . 00T A7 1996 . NO 3Pecioa '1 n5p ioh Y2 r•ed o1 - �h o nT0:- COMMUNITY r . D EVELOPMENT - CC• .1,chmer. . Cootcaaoc..,, OTTO ROSEN.#1L& ASSOCIATES. LNC- ' 1...diitea 1 —Bldg. Dept 1.Llsimti7 13atd Plant ^.—",�, A 1 • ' , ',' -', . ‘ , .. , , ' .' i ' , , ', , ,', , ,. - ' , t. 4 , , ' , . , ,, - ' ' ', ' ' , . .". ' 4 . . ,' - , ' .,, '' .. . ,, , ',.'• ,,, , , , ,„ , ' ' ' ' . 4 1 -- ' , , : .' ' ' , ' -,` ','-, • .':' ., , , - ' , ' , ; : , , ,, .. , , , ', ,•' , , , ' , ` ,,, ' ' , . . ' ' 1 ' . ' t . ' ' ' . T..,V.,...i . =VA., It' ...1.W,1411 ..... . .. ....... r- ... .n. .r ".^. , , r T ............*........ ",:-• fl . " .... " . " "" ' ... 7'.." .................." ' " " 5' I KT ' 2LZ2UT1 & ASSOCIATES Oa , INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION August 15, 1996 Mr. Allen Cullen 3613 - 61st SW Seattle, WA 98116 RE: Progress Report for Special Inspections . Crystal Springs Building Expansion Tukwila, Washington Building Permit Nuin. , B95-0405 ' • Dear Mr. Cullen: In accordance with you request and authorization, we have performed special inspections at the above-referenced project. the inspections were performed by our WABO Certified Special Inspectors. This report summarizes the work from August 5 through August 15, 1996. To the best of our knowledge, all of the work mentined in this report is in conformance with approved project plans and specifications unless otherwise noted. August 5, 1996 Soils Krazan arrived on-site to verify soil bearing on the building footing locations. The subgrade was proded using a 1/2 inch 0 rod in locations throughout the footing areas. The footing subgrade ' was found to be suitable for the required 1500 PSF. RECEIVED AUG 1 6 1996 TUKWILA ., . , . PUBLIC WORKS . „ 25418 - 74th Avenue South • Kent, WA 98032 • (206) 854-I330 ,.. { ■ , ,. ' ' ' ' ' ' ' ' ' ' , :' I' ' , • ' I ■ , Crystal Springs Buil Page 2 Mr. Cullen, we are happy to have the opportunity to provide your project with our professional .= testing and inspection services. If you have any questions or if we can be of further assistance, , please do not hesitate to call our office at any time. Respectfully submitted, KRAZAN & ASSOCIATES, IN . . w .,' Donald Miller 4,4p Project Engineer , " 7.4 ,0, wAs 4:) ,„, •.. • z , ,-, • , .., 1 , i 00305CII d eo 47, OA, 0/STOY t+ , c • Dean Alexander 41s. ..ic). Professional Engineer 41oNAL The Architectural Consultants, Inc . City of Tukwila 25418 - 74th Avenue South • Kent, WA 98032 • (206) 854-1330 , , „ N I N 1 .41 � (' � ,yy 1l. ti ° Citj' of Tidcwila John W. Rants, Mayor 4 0 2 Fire Department Thomas P. Keefe, Rye Chief 1908 , -,„, T0KWILA FIR= DRPARTI i IT FINAL APPROVAL FORM Permit No. © b Project Name A ti 5 1 4 A l 5 / A1 S . /A/ /V' 1 Al IA- Address 2 2 C) / 0 5?_ Suite # Retain current inspection schedule )1( Needs shift inspection Approved without correction notice Approved with correction notice issued 1 . f Sprinklers: lam/ Fire Alarm: f .E► 0 kr,�3G Hood & Duct: � N NrRT / Halon: tV Monitor: 1 >/1 c / cie 2 4 , 11 S{ e Lig I III 56 v /ca s Pre -Fire: i/ Permits: i it a- ice' /C," fit,.. 12- Authorized Sig Date' FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) S75-4404 • Faar (206) S75-4439 —.a...a— ...— —a...-- ....-4 .........aa . .. 4. ............aaa... ........ .......a...,...** ta.a.4...1 ____J ....J.S.3. otr-1........ 1 ' C ' rITY OF TUKWILA , Permit No: 895-0405 Address: 7220 S 180 ST Suite: Status: ISSUED Tenant: CRYSTAL SPRINGS DRINKING WATER Applied: 12/01/1995 Type: B-BLDG Issued: 07/25/1996 Parcel it: 362304-9059 *4*****A*P ***A*******lo******** ****k***********k4b***4***44,***4*kkksikAkkkA44 Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off- cite or into existing storm drainage facilities. . . .. 2. The •site shall have ,permanent erOsion control measurea in place as soon as posSibl e afte fina r l . grading-has been completed and,prior to the Final Inspection. , 3. PRIOR TO FINALSIGN 1:IFF APPLICANT SHALL SUBMIT METRO EWER CERTIFICATION AND METROBUSINESS DECLARATION .TO PUBLIC WORKS FOW,OROCESSING. . 4. APPLICANT SHALL' OBTAIN SEWER AND WATER PERMITS FROM CITY OF RENTON.: CITY OF RENTON SEWER AND i WATER AVAILABILITY LETTERS ARE ON TILE WITH PUBLIC WORKS. 5. No cii'atiqes will be made to the plans unless approved by the Architect or Engineer nd the Tukwila Building Division. ' , 6. PluMbing 'permits shall be obtained through the beattle-ing County Department of Pub,lic.Health. Plumbing will be . . inspected - by that agency, including ,all gas piping (296-4722). 7. Electrical permits' shall be obtained through the Washington , . , • ate Division of Labor and ,Industries and all electrical work will be inspected by that agencY,(248-6630). 8. AliAmechanical wort' shall be under . separate permit issued by the City of Tukwila , , 9. All permits, inspection records, and approved plans shall be avaflabie at the job site pr r io to the start ,of any con- .' , . str6Ction. These documents are to be maintained and avail7 able final inspection approval 'is granted. ' . . 10. Engfneered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes'. Documents shall bear the seal and signatur e. of a Washington State Professional Engineer. 11. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi fication showing the fire performance rating therecif. 12. A statement from the roofing contractor verifying'fire retardant class of 'roof will be required prior to final inspection (see attached procedure). 13. Notify the City of Tukwila Building,Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14. All wood to remain in placed concrete shall be treated wood. 15. All rack storage requires a separate permit through the City of Tukwila. Structural calculations stamped by a Washington State licensed Structural Engineer are required for rack storage over eight (8) feet in height. ' 16. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 17. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- so-wed to be a permit for, or an approval of any violation • • • • • • .yiFc' '.v uy ., t ,.,r ,...,.•r.+..,�.+.w,..•' •+- +,+. w . ,s+ � ..r + ...- �..- .+,J.or+t.,.y r .. .- ... • ', ...r. , t ut . eny :of th rov i b code = ip at oot .�r1v . -� o ther ordinance o h e JUr d1Ction, ; No pee'm pt esuin ng to • ;'. gi a uthor i r : " `b bl to or�:` e1 ;the p`rov.l ' of .thi ' . . c d h :be• •,valid: 't " . ,, t a s. iM y}r� . � ��, t 1 ' ,� � �� � 1 i t � .. � ar �` � �� � � " `d ' �4: ' 1. 7 yu i 4'H.rp . ..t ':t .,'+ f.X '. ,. '^ ., y : � ` � L A � 2 � t � `aLiYA o-..-„ ����lFF , � �� �' � � �T �.> t 1t "� � .� , ; ..,•. " Or9 x - . t ti j , t' $: 1 r $ ', S Ij i 4 v et j C � 1tj •t y d V tV.: � r � �. . � xh .,.r„ �� . � ` � ,e �, 5 t /''� •� � y,. a7Fit � At - • r . f y � ''tY � � �4 �" � { ,��:d• f � p �+ ( .I� ^R ^'Ll�u"_Y ', li � � i£!3 � .. . � •s i 'p ry • �( � �'`�s'SSZt'' �� { , : i h 7 . P - . � . i '• r ` : : :' , .. st ` '3,g " + �'J .. g� -" :.-tti.''*..;;:::.:...'%;,P'..--:,.... 7 ef 4f` t 1 ' tr a 3 es u a : �," !' w r"' ��,1 rs , ..... � k t t1 r , Y � • � >ti a`G y " ttt "a j '� t'^. �: d �; {r• r + W a \ a� i .1 t yts1�7 V ,-. � : Y- + t+Jk • r: f. .r ms s' ^ i1 . ,, . t -. : - -: .y am T , : ,,,,, r ° 7C ,.•,. 1 r + t i r r r .. } • • • • • • • 1994 Washin • , tate Nonresid = ial ner • o. ?: o 'lien e Fo • Envelope Summary Climate Zone 1 ENV -SUM 1994 Washington State Nonresidenual Energy Coda Compliance Forms April. 1994 Project Info Project Address / r v- Emi Hi of ill Date For Building Department Use airfriMilrfraillnilli k 14' Applicant Name: ,.�• !„ . , / � A . Applicant Address: t r i i(i' , 1117. 4 Applicant Phone: Pi !Project Description l O New Building Addition O Alteration O Change of Use Compliance Option CI Prescriptive Component Performance CI ENVSTD O Systems (See Decision Flowchart (over) for qualifications) Analysis Space Heat'Type CI Electric resistance CI Alt other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be included in the • (vertical & overhd) divided by Wall Area times 100 equals % Glazing Gross Ertetior Well Area if they an insulated to the level required for opaque wails. T X 100 = .0 Concrete/Masonry Option O Check here if using this option and if project meets all requirements for the Cenenl*Mnonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/eooMd,space . • Insulation on interior - maximum U- factor is 0.19 Minimum Insulation R- values Insulation on exterior or integral - maximum U- factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option, list walls AN Other Roofs 1Z — with HC a 9.0 BtulfN•'F below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls j'— Z ( from Table 20-5b in the Code. Below Grade Walls • Wall Description U -factor Floors Over Unconditioned Space (including insulation 11-value & position) • Slabs -on -Grade F-10 Radiant Floors • Maximum U- /actors t Opaque Doors QI4 n, t4' Q�l¢! Vertical Glazing Ovafhsad Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing I SemMeated space` • Minimum Insulation R- values Roofs Over Semi-Heated Spaces' 'Refer to Suction 1310 for qualifications and requirements Notes: -� ( • 1994 Washin •ton State Nonresidential Ener. Code • licence Form , . Envelope Summary : ck) Climate Zone ; >i ENV -SUM ( 1994 Washington State Nonresidential Energy Cole Comp Forms Apel .199 - Decision Flowchart Use this flowchart to determine if protect qualifies for the optional Prescriptive Option. • for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. • 1302 Space Heat Type: For the purpose of determining building envelope Electric Resistance: Space heating systems which use electric resistance elements requirements, the following two categories comprise all space heating types: F" as tie primary Memo system Including basaboaM, radiant and forced aid units Other AN other apace Maung system s including gas, solid fuel, oil, and propane wire the total electric resistance beet capacity exceeds 1.0 Wile of tie you space Mating systems and those systems listed in tie exception to electric conditioned floor area. Exception: Heat pumps end terminal electric resistance resistance. (continued at right' Mating in veneble air volume distribution systems. \' .' Electric Resistance no . Heat? ! Yes W / \ . i / !� ,/ • AN / Masonry N • Masonry ■ �/ AN ., <, wales R -11 - •*-1 4ia1 Criteria OK7> - Wall Criteria 01(7)- - < . walls R -1 7/ � no ( �below) /' Yes ..(below) / Ps ' / "° no 7.11"" --- X40% <2S\. 1. • Pi- ` i Yell T . no �� y no no 7V • • All Insulation Installed? All insulation installed? M Insulation Installed? AM Insulation Installed? Opaque Walls R -11 Opaque Wells R -11 Opaque Walls R -19 Opaque Walls R -19 Below grade walls (sit) R -10 Masonry wells (in) U Masonry walls (ill) U -0.19 Below grade wells (ad) R -10 Below grade wells (oltv) R -11 Masonry wells (other) U -0.25 Masonry walk (other) 11-0.25 Below grade weds (cUw) R -19 aver attics R -30 ,Masonry grade walls (ext) R -10 Below grade walls (at) R -10 Roofs over edits R-36 All other rods R -21 I Below grade walk (otter) R -11 Below grade walls (Wu) R -19 AM over rods R-30 ( Floors over uncond.sp. R -19 (Roofs over attics R -30 Rods over attics R -36 Floors over uncond. R -30 Slabs -on -grade • R -10 jAil o6er rods R -21 NI other roofs R-30 Slabs- on-grade R -10 Radiant floors R -10 Floors over uncond.sp. R -19 Floors over uncond. R -30 Radiant floors R -10 Opaque doors U-0.60 • (Slabs -on -grad. R -10 Stabs-on-grade R -10 Opepw doors U -0.60 IRadiantfloofs . R -10 Radiant }Ws R -10 . Glazing Criteria Met? !Opaque doors U-0.60 Opaque doors U -0.60 Glazing COMM Met? Glazing Vert. OH Ana % U U SHf 3C I Glazing Cited' Met? Glazing Criteria Mel? Glazing Vert • OH Anti % U U SHGC . • 00-15% 0.90 1.45 1.00 (Glazing Vert OH Glazing Vert. OH 00.20% 0.40 an 1.00 15-20% 0.75 1.40 1.00 I Area % U U SHGC Area % U U • SHGC 20.30% 0.60 1.30 0.65 , 00.15% 0.90 1.45 1.00 00.20% 0.40 0.60 1.00 Ws ' no • 30-40% 0.50 1.25 0.45 i 15.20% 0.75 1.40 1.00 • • M 'yes 20.30% 0.60 1.30 0.65 yes no 130.40% 0.50 1.25 0.45 I no yes • V 5 Preeonptive Y Path Mowed • V w 3 , Performance w w Systems Analysis • Concrete/Masonry Option* Wall Heat Capacity (HC) 'If the weighted hen Assembly Description Assy.Tag HC" Area (sf) HC x Area capacity (HC) of the total above • grade wall Is a minimum of 9.0, the Concrete - Masonry Option may be used • "For framed walls, assume HC ■1.0 unless calculations an provided; for all otter wails, use Totals Section 2009. Area weighted HC: divide total of (HC x area) by Total Area , . . • ._ , 1'9 - in • tate Nonresidential Ener• o 1 •liance Form ' • Envelope UA Calculations Climate Zone 1 ENV-UA 1994 Washington State Nonresidential Energy Coat Compisanca Forms Amt. 1994 Project Address Date Space Heat Type C3 Electric resistance CI All other For Building Department Use Glazing Area as it, gross exterior wall area % Concrete/Masonry Option CI Yes ca No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U-factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. ...-. Building Component Proposed UA Target UA list components by assembly ID & page I U-factor x Area (A) = UA (U x A) U-factor x Area (A) = UA (U x A) U= OW Plan ID: 0.50 45 4' delb 45 - . 4l. Li U= Plan ID: Glazing % Electric Resist.. Other Heating Uss Plan ID: • , ..-. 0.40..: ....; -..:..:. .',.... i 1 Uss Plan ID: ''1.5 ..... ...•. :' ..‘. :: > u. . Plan ID: '.20;30% •net alltswed: U= Plan ID: >30-40% : not.aiowed , . : :::::: . .;;::::;.: :: 8.50'.:' U= Plan ID: ' •••• (see Table 13-1 for CoMasOnry vskare)? • i: U= Plan ID: • Usi Plan ID: Glazing .5 Electric Rsaist..:i . ,. . . . 1 i U= Plan ID: .. . .6-15,6 • 0.80. •:::, ":..1.45 U Plan ID: -. a' 14/A• . . .15-20% . .: .0.80 . U= Plan ID: .20-30% not 11NOWIla .: 1.30 U= Plan ID: .30-40% , . not allowed - : U= Plan ID: : (is, Tabli 13-1 for Cone/Majoney■ielues) ' g ” the 114- Plan ID: 6.14 1.44 34. I Co . 100 Sekto rit.lob 2. M U-1.10 Plan ID: lap II' 5o ,40 ::: . g Sectric Resist::. . OtherHesting ' 0 U= Plan ID: .• . .• 0.60. ••• 083. R= Plan ID: LI 8 g R= Plan ID: :: Electric Resist Other:Healing cc R= Plan ID: : . 0.031 -'.' ' 0.038 • a R= SD Plan ID: g OZZ Z 1'36; Se, .00 5 34.- 1%i $ R. Plan ID: • Electric Resist Other Heating cc R- Plan ID: . ..;•:. • . • 0.034 ' mow. - R= IA Plan ID: 1 053 4114- 121, ()AA- -671: 4E74 ispliSisk . R= 0 Plan ID: 0 , 01 I 062. 6,47,82, 0 , k s ‘ 0 (.=' 2- 68 i• i R= Plan ID: 20i.75 3 R= Plan ID: .. : :. pleat Resist. .0therHeding.: • I Rat Plan ID: Ordinary . • 9.082 : :: : 0.14: ... Ra Plan ID: //;11 Metal stud .. . 0.11 , • • ., .: 04 • : :: 0 R= Plan ID: Conginty ' . .0.19 , •• :,'.••••:::.. pie R= Plan ID: • :Congeal) ...." •• ' . 0.25 . ': :•:..: •:: :825 ,. R= Plan ID: • i 3 R= Plan ID: 144 . : '..EJoctric Reeillt.::: OthecHastklg gi R32 Plan ID: Ordinarg 0.062 ' ......,......•• 0.14 .... a R= Plan ID: Metal stud • '0.11 • . : ,. - 0.14 t Ai. R= Plan ID: 6 • R= Plan ID: • isl/A- ... : Electric Rosie,: .: Other Heeling i 1 R= Plan ID: . .. 0.029 . 0.068 . . . = R= Plan ID: . , Ru 0 Plan ID: •e-r'1-3- - n '6ici —33044 o,41- St et 1/2.26 I Rs Plan ID: R- Plan ID: Or GA' t72 , ZI. ' ' . Electric Resist Other Heating . .. . f=0,54 . . . .::' F.s0.54 ' . R= Plan ID: 70c) - 1 ( )l • . (sea Table 134 fo( radiant' fleor.vellias) •• 'For CMU walls, indicate core Insulation material. Totals' --ag-fi Totals! For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2 - — • UA shall not exceed Target T . t 1124 Or ...,.. 0 6 (6FV (-"' 1994 Washin •ton State Nonresidential Ener• Code Com • liance Form .. • Envelope SHGC Cal lations Climate Zone I , ENV -SHGC 1994 Washengton State Notenteeneal Energy Coda Compsanee Forms Apt 1994 . ` Vertical Glazing Proposed SHGC Target SHGC . List components by assembly ID & page 0 SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: Plan ID: Glazing % Electric Resist's Olhat Heating • • 1 g' Plan ID: 0-20% .. .. 1.00 • 1:00 ?•.. 1 g Plan ID: >20.30% not Mowed :. '• ': ' .1 Plan ID: =30.40%• not allowed f: ':. • : ••. 0.46:' ' • Plan ID: (see Table 13-1 for Cax/Maforxy:vakiea) 'Note: Manufacturer's SC may be used In lieu of SHGC. Totals' Totals' .... . For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID & page 0 SHGC' x Area (A) = SHGC x A SHGC x Area (A) ■ SHGC x A .. I Plan ID: •- Plan ID: Glazing % Electric Resist... Other. Heating • C Plan ID: 0-20% 1.00 ` • ':1.00::•:. .. i Plan ID: >20.30%• , not. :• ; ::':0.65`' • g Plan ID: . . >30.40% not allowed , 0:46:: 0 Plan ID: (sae Table 13-1 for Conc./Masonry values) *Note: Manufacturer's SC may be used in lieu of SHGC. Totals' Totals! For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, . then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. , Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1: OG= 2: OG= 3: VG= Note: 9 rea OG = overhead glazing • Opaque Area 4: 5 : 6 : VG =vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target • -•• Area (Table 13-1) Glazing Area I Ix1 OAI -1 100 1 =I7: I Target OG Area In Roofs over Attics Target OG Area in Other Roofs 1 Max OG Remaining 2: Target VG Area For Target OG's, circle 17: I — a lesser (circle) =1 I — a lesser (circle) =1 • . I and use the kisser values both here and 7: 8: below, Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area . Roofs over Attics 4: + 1: — 10: = 13: . Other Roofs 5 : + 2 : — 11: = 14: . • . Total Target OG Area (sum 010 + 011) 12: ' Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area ( Wad 1 I+13: I - 19: 1 =115:'. . Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. . Target values 9,12,13,14 815 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 812 are also used in the applicable Target SHGC calculations above. " .. • 1994 Washi T m tate Nonresidential Enera C. Com • liance Form Envelope Summary Climate Zone 1 ENV -SUM • 1994 Waseingtan Sate Nonresidence Energy Case Compeenes Forms • Mee. 1994 • Project Info Protect Address 7Z lot ' • fee W57: Date f /f�b //2/ r x ui /1.A, Gr/4, 98 /88 For Building Department Use 6 Applicant Name: G j A? /Nl; 5 a(?/NKnj �o Applicant Address: ( 7.224 ) 5.48 O 1914r Applicant Phone: � 2 5 — � + D , • 'Project Description • I 0 New Building AAddition C] Alteration C] Change of Use I Compliance Option Prescriptive C] Component Performance C] ENVSTD C] Systems (See Decision Flowchart (over) for qualifications) Analysis • Space Heat ..r j8( Electric resistance c?•�►1t j' sLe over for definitions) T otal Glazing Area '� Glazing Area Calculation (rough opening) Gross Exterior Note Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals % Glazing Gross Erse for Wail Area if they are insulated to the level required car opaque walls. • X 100 = Concrete/Masonry Option C] Check here U using this option and if project meets all requirements for the Con Option. See Decision Flowchazl ( over ) f or q ualifications. Enter requirements for each qualif ying assembly i n the table below. • . Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled,space . • Insulation on interior - maximum U- factor is 0.19 Minimum Insulation R - values • Insulation on exterior or integral - maximum U- factor is 0.25 Roofs Over Attic --. If project qualifies for Concrete/Masonry Option, list walls • • All Other Roofs G with HC it 9.0 BtulfN-'F below (other walls must meet opaque Wall requirements). Use descriptions and values Opaque Walls 21 from Table 20-5b in the Code. Below Grade Walls • 10 6 I uGbr ; ) Wall Description U -factor Floors Over Unconditioned Space - --1 (including insulation R -value & position) - Slabs- on- Grade • Radiant Floors -- Maximum U- factors Opaque Doors v t 4. Vertical Glazing . roc. • Overhead Glazing .. - Maximum SHGC (or SC) Vertical/Overhead Glazing I . • Semi- heated space' Minimum Insulation R- values . Roofs Over Semi - Heated Spaces' I 'Refer to Section 1310 for qualifications and requirements Notes: • RECEIVED CITY OF TUKWILA • . . 1 OCT 1 61996 PERMIT CENTER , . ,.., • nVG-" ope 8' . Cu .• I. t"' a e o t eimiimumuiviu • 10 • ' 115 waemnstan Stale Nenresaeentrat anor9Y Gone . , lance Ferns Aunt tsa4 Protect Address 7 (9 4•) i d lid Date / . ✓ Space Heat Type. ❑ Electric resistance i' All other For Building De•artment Use -, Glazing Area as % gross exterior well area I % ConcretlfMaso • O • tioi • ❑ Yes CI No , Notes: If glazing area exceeds maximum allowed in Table, then calculate adluatod areas on back (over). If Concrete/Masonry Option is used Target U•faelora, SHGC and Glazing % will be different than shown below, Refer to Table 13.1 for correct values. • .....m. . sutlding Component Proposed UA . ( Target UA List components try assembly ID & page 0 U•factor x Area (A) = UA (U x A) _i U- factor ' x Area (A) ' (U x A) • Uc. o Pla ID: 4' kC 12 r • .64. K 4-g . 26, g , q 1( 4R = .....3.9... Us Plan ID; cG .tsaj) blazing % Electric Resist.. Other•Nadng•• al i '1. U= Plan ID: '0-15% , ." 0.40. O.gO:: , • U• Plan ID; •.15.20 %,1 •. ;:0 :40.' ; ;.• ; t3 U. , Plan ID: '120.30% ; nohilowed : '' '' •':, ,060 :•:',: • �' ' ''"' ` , ; U= Plan ID; ' 30.40% ;not:afewed • • , ; X0. 50 _ U= Plan ID: •: (see Table'13-1 for CorielMasorwyvalUes)' : 'U= Plan ID: - • U= Plan ID: Glazing.% ..ElectrieResist .ii :, 0.80 • 1: 1 ex U= Plan ID: ., . ''0 -1591 • 45' U Plan ID: >15.20 %' • ' •0:60 •'"' , x ''`':1.,40 U= .Plan 10: x20-30% • not•aliowed 1•,30 . U= Plan ID: 1 J ?30.40 %..• • not aUOwed•' , ,' 1;25,:. Ur'' Plan 10: A. • •(see Table -Ufor Cone Masonry ;slues): a b Us , i ,�• Plan ID: I e io'd Io' too 5,r. • 1 4 >< . 3es ' 1; [{.•- . �( ' i --. 232. 0 U= Plan ID: z 162' X11 21% • • • • :Electric Resist:=• : Other Heating {y w U■ Plan ID: . . ' 0,50. 0.60'. • • to R• 38 Plan 10: ,O3 -n.3 = '14'5;2:1' , 03 4 x 43'fo ,. I X3'7.068 I g R= Plan ID: Electric Resist, Other•;Haabnp • cc R= Plan ID: 0.031 •' 0 :036. • • a R= Plan 113: ....�.m....... _..:�.r. Z ` . R= Plan ID Electric Resist. Other.Neabng • • R■ Plan ID: • 3.034 • • 0,050• R= 1 ( Plan 1D: • O41(o K 4.4,91 Z04&4112 '14;4 4-281 = LD4018 R= Plan ID :. • • . R= Plan ID: -I- .4.5 4 q 15 ° 22$.75 ' r< 61 15 ' 22e.75 a, R= Plan ID: Electric Resist. Ot erliosCng.• e. R= Plan ID: Ordinary • • 0.062 ' • 0.14 ' , ..< 1 ' ' $ R= Plan ID: . • Metal stud 0.11 „01:A R= Plan ID: Conc(Int)' • ' 0.19 • ' 0.19' • . R= Plan ID: • • Conc(oth)• : • '•0,26 •• • :.0.25 / AIM • R= Plan I0: • g 3 Rs Plan ID: • :Elecirie Resist... Otherlisat m Is R= Plan ID: Ordinary 0.062 • . • ' 0.14 Ls R= Plan ID: _ Metal stun ' '0.11 • • • • • 0 R= Pl ID: - 1 w_ r .�.. ti 0 • R Plan•ID: Electric Resist.. Other.Heeting.;. "s R= Plan ID: 0.029 0.056 ' w = Rz Plan ID: • "'""" Rat Plan ID; , 41 , : 63 y Z� e:),, t n., . � 4. �l 2 /5 g a R= Plan ID: . Electric Resist.. Other•Heating N Ge Ra Plan ID: • F =0.64 •, • F =0,64 ' R= Plan 101 (see Table.131 for radiant floor,vekies) • 'For CMU walls, Indicate core insulation material. Totals j e '4. Totals y r l eeo? For compliance: 7 • 1) Proposed Total Area shall equal Target Total Area. and 2) Proposed Total UA shall not exceed Target Total UA, c •c 1'ld/a0a i lim inl WdOE :a3 96; GT 100 (:j • • 1994 Washi "- n State Nonresidential Ener. Co ^• Com • liance Form Envelope UA Calcu - .tions Climate Zone ENV -UA 1994 Wasnmgton State Norresraent,al Energy Coae Compliance Forms April 1994 Project Address C �A�L. " •- a i'(R-t' CS. .1395 -0405 Date 0/614, ( Space Heat ❑ Electric resistance ❑ All other For ^ 8 n men1 Use l, L44 G lazing Area as % gross exterior wall area ( % (' L �l i ` i+ ° fin- Ju_74.KC' Ce pt- tf A Concrete/Masonry Option ❑ Yes ❑ No (t;/.Q t .ate o1 'k lita-6-4 ' ' ' Notes: If glazing area exceeds maximum allowed in Table. then calculate adjusted areas on back (over). If Concrete /Masonry Option is used o r 4 p t. Target U- factors. SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component Proposed UA Target UA List components by assembly ID 8 page p U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) U= :ID Plan ID 40,c3-- O,' o Ora 404 ; U= Plan ID: Glazing % Electric Resist. Other Heating m o , U= Plan ID: 0 -15% 0.40 0.90 c n, U= Plan ID: >15 -20% 0.40 0.75 > c0 U= Plan ID: >20 -30% not allowed 0.60 U= Plan ID: >30 -40% not allowed 0.50 U= Plan ID: • (see Table 13 -1 for Conc/Masonry values) U= Plan ID: .0- . - U= Plan ID: (1�� Glazing % Electric Resist. Other Heating .o en U= Plan ID: . 1 6P° All' O 0 -15% 0.80 1.45 v 1'.1 U= Plan ID* A 0 0' V ' >15 -20% 0.80 1.40 p 0 U= Plan ID: >20 -30% not allowed 1.30 U= Plan ID. --. � o�T tl Q � v �� >30 -40% not allowed 1.25 U= Plan ID: . � �5 / y 6 - ��t�� �� r (see Table 13 -1 for Conc/Masonry values) s N :.4 �i U Plan ID: 61 a E516 O.(OO •4 • g g U= Plan ID: -' ,(oat 4-2.- k.�) Electric Resist. • Other Heating • O • O U= Plan ID: O t ( 4 365 0.60 0.60 R= Plan ID: . $ o R= Plan ID: Electric Resist. Other Heating R= Plan ID. 0.031 0.036 R= Plan ID: Os 033 3 3( 121 O.O ,O '31 l ctcD o ' R= Plan ID: Electric Resist. Other Heating R = x Plan ID: 0.034 0.050 R= 0 Plan ID: CO 4C• wori -4-- ' Oa fo 1 '/Colo 41'1 oi la 4-4e - 145 R= VI Plan ID: FRAME. 10b p. o 5 -41 • 20 5 - 74 , (0 r7 A R= , Pla ID: Ca 1 4 104 4 R= Plan ID: Electric Resist. Other Heating Q . R= Plan ID: Ordinary 0.062 0.14 o R= Plan ID: Metal stud 0.11 0.14 R= Plan ID: Conc(int) 0.19 0.19 • R= Plan ID: Conc(oth) 0.25 0.25 In_ R= Plan ID: a R= Plan ID: Electric Resist. Other Heating in m R= Plan ID: 11/4 . Ordinary 0.062 0.14 t7 R= Plan ID: Metal stud 0.11 0.14 ` -. a. R= Plan ID: O c R= Plan ID: 1 4 / • Electric Resist. Other Heating ui 8 o R= Plan ID: , j' 0.029 '0.056 ET- D R= Plan ID: R= b Plan ID: 0,73 2Y3 213 0,64- 2$ 33 15'9 E; v R= Plan ID: Electric Resist. Other Heating n m �n 5) R= Plan ID: J"J / F =0.54 F =0.54 R= Plan ID: _ i (see Table 13-1 for radiant floor values) � ` ~ For CMU wal , indicate core insulation material, I ! � � 19S(O( 1'61 t Totals Totals For compliance: 1) Proposed Total Area shall equal Target Total Area, nd 2) Proposed Total UA shall not exceed Target Total UA. �� 10 LiI Q€ 1 ! ET I 01K e u r . p ireu -47Y 0"1 a roof area floro area opaque doors gross wall area • • ,;, 1, ENVELOPE U -VALUE WORKSHEET I Project 1.0. t s1, /j'Q..L CtS • I Element: k) 4 -L4.- ceA-ME.') • Sketch of element: 'g -11 F�.igSaL- -� Z X.c� �ru cz� &L.0 • ) 1 , , • „ . , , .. , . '. , : . % ', . , , ' , • . ,. . , ••• ,, - , , ,,,„ , • . , . . ,,,,, ,,,,. ,,, , ,;„ • ,, ,, .,..„,,,., y“ , • ... ..,, ..,,.., . - AUG -27 -96 85:00 PM C.S D -r:ONSTRUCTION I - ". V - -.: • '' .4 4 0,, • : t .1.1 -rtp• :. •.. ef:4,... 4 , ., •.: ; • , . , , .. : ,... , . ,., , p • , . , 575 2263 'U . P . 81 • ''' . - 4 It. • ' i. ID 4 1 t6' Ni3r4 • - • yr iUCT.14 ' • • • .• .. . P. e • /. . . .. . . .. . . : .. :=,,. .. . , ' ••• . •.. • . PERMIT CENTER • • ". .. .. ...!...;: t,.\:.' : �•..:. : ............... -.................:...n.,..:. -. •. v....•n..- •..:..... w .. � .. i..•.. w. vYU•.....w- ,.......w..•.•v..e.v .^f .f..Y �.. •eU /1... - now.•.•..+... r. r... ........_...«...e.._........... .... ...�. .,, . , . 1994 Washi : , n tate Nonresidential net'. • .. Corn • liance Form . Lighting Summary - LTG -SUM 11e4 Wardowson Sams Neweasalsreml Emmy Cea. c4 . Frna AON. 19 IM Project Info Project Address 11'1.0 .5.‘ Sp ' lrc,T Date . • . For Building Department Use • . Applicant Naine:crejAdyrki,4cip tjb5 1? i 1..00i- WA—mei rt f:, . Applicant Address: 7220 S . (gd - Jr. • Applicant Phone: (Project Description l o New Building likAddttton 0 Alteration 1 . 1994 Washin ) State Nonresidential Ener• Co om • trance Form . Lighting.Summary (back) LTG -SUM 1994 W asn mron slaw ft wssaenea Energy Coss came. nee Pons' arnI.11194 Prescriptive Spaces Occupancy 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Lighting Fixtures: 0 Check here if at least 95% of failures in the space meet all four criteria: .Note: b occupancy type is 'Mee and fixture _ . - - answer Is checked. the number of fixtures in /f Fixtures are fluorescent, non - lensed, with only one or two lamps, and the space K not limited by Code. Cleary indicate thew spans on plans. Knot 2. Lamps are T -5, T-6, T-8 or PL, and 3. Lamps are 5-50 Watts, and ,e qualified, do LPA Calculations. Ballasts are electronic ballasts 'L 1 /AO) C46 a OQ 5 C • Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting LPA' LPA' Use' (Wif') Use' (Wtf') Painting, welding, carpentry. machine shops 2.3 Police and fire stations' 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banauet/conference/extlibition hall'•' 2 Assembly spaces'. auditoriums, gymnasia', theaters 1 Laboratories 2 Process plants 1 • Aircraft repair hangars 1.5 Restaurantslbers' 1 • Cafeterias. fast food establishments' _ r 1 . � .5 Retail A' • 1 Factories. workshops, handling areas Retail 8 Retail banking 1.5 • Gas stations. auto repair shops' 1.5 Locker andlor shower facilities 0.8 • Institutions 1.5 Warehouses'', storage areas 0.5 Libraries' 1.5 Aircraft storage hangars 0.4 • Nursing homes 1.5 Purldng garages " Seam Isar Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Comm Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, condors. lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/admnistrative areas in faciities of - other use types (including but not limited to schools, 1.2 hospitals, institutions, museums, banks, churches) Footnotes for Table 15-1 I. In cases in which a use is not mentioned specifically. the Unit Power4lllowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt arms. 2. The watts per square toot may be in!:rcascd. by two percent per foot ol'ceiling height above twenty feet. unless specifically directed otherwise by subsequent footnotes. S. Watts per square foot of room may be increased by two percent per toot of'ceiling height above twelve feet. 4. For all other spaces. such as seating and common areas. use the Unit Light Power.4llowance for assembly. 5. Watts per square foot ot'room may be increased by two percent per foot ot'ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion ol'a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common, areas, which may include elevator space, lobby area and rest rooms. Common areas. as herein defined do not include mall concourses. 8. For the fire engine room. the Unit Lighting Power Allowance is 1.0 watts per square toot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B. light for free- standing display. building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID' merchandise display illuminaries arc exempt. Retail B allows a Unit Lighting Power Allowance 01'1.5 watts per square foot. including all ceiling mounted merchandise display luminaries. 1 1. Provided that a floor plan. indicating rack location and height. is submitted. the square footage fora warehouse may be defined. for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) ol'the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. : .. .. .. - ..... .. • • ` _.. ....._.. . _ -.,�. • 1994 Washini State Nonresidential Energy Co 'F compliance Form Electric Motors MECH -MOT • 1154 Wa mmon sal S Mg1 C«• Cwt unsu hems 1111 Prefect Address 'Date Complete the following for al deign A a I squirrel-cage, T -borne Induction pemtsner+ty wired polyphase motors For Budding Department Use • from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below Motor Min,Nom. No. or Type Synch. Full load Location HP (open or closed)i of Aoolieatlon or Use Speed Efficiency Ijeo tilkSE9 VPIT IkE� U ? . <a Pi Ti► r_evr fZDn,+1 V= �•t�i PERMIT CENTER • . ,,, - '," ...'!...,-:•;',. :: ' ; ' ' ' • • ' ' . lads Checklist N onres id ential • ' 'Energy Co '7' Comp ::. ..- •••-: . '.. ' W :.,..,.7;;,...istae .„....„.: „. . ,:.,,. . . , .: LTG-CHk .-, . ...... „.. . ,. ., . . ..... :Ail* ire • , . Permit .P.., ,.,.,:,.: . - . . .:;-• . , ...:. Lighting _ . - ..: . . . . ,... _...„, . • g* 0 f41 5 • , ... •• " , ..• - to..wa•mwakaNseavraio• , ,,. 1 so , . lo g ; ., .... . . . vs. ightkigiquirsments in din . . 4 i ., , . ' - " ., application for Compliance vish . nt • • lIghtliqf foieiniincM'ffiltion PeOfeellY _ Cods. , • . I Location I Building Departme .. : • 1994 VtiOanillainti Statf ti"seickirdii Energy Ion Plans I • Notes " - ApplkaU . • ,d• , . , , . '"... " ' .' '. ' ' :: 2 : ; : infonnition Required .„ • : .,.. :. Orals one): LI $ 411 CONTR N (Section 151) . . vie j ,. • " 6 - - - S chedule tYPs iodic" atT .... yew no ;, n.a. ': 1513.1 . Local Contfolhocass . pdanimurn Nnid pet n‘%linh locations ; . . nli * . yes . no n.a. :: 1513.2 Ann astral* ‘yith type and nnsufes. . ,,st,..0 . • . • , 1513.3. , Dirillght Zone d°111r°1 I ndicat e vertical g lazin g on .: plans : . . . : - . :: .;, • : • : , yes, no d.e. '' vertical glazing . e•ovarhean 9 on plans ' ...-- . , ' yell' no . n.a. .' '' ' ' overhead gluing. I Indicate separate controls . • . , ., ; . -: : . . - yes. no , n.a. • ' 1513.4 DieldsYresrlibted•ewshut.off Schedule with. type and tenures . indicate . . , , .... . , . itS" • . . yes • no Il • a • - ' (ml . 2 Indicate location - . . ' , . • . .. ' ' • yes . no ' n.s. ' ; • . .en • Indicate location : . ...--- , • • . . • 1513.6 inter. auto Schedule with type and locations override caDabieltY): . ' 1513.5.1' ta"ccuP. s4nsw s with type and features . ,. . ,• yes no n.a. • no n.11. ' 1513 (b) ''''" ° ' switch!! 1 sire of zone on plans .• ; ' . „ . , . or 15304 . . . . . GRTIN G iNATTA (Sections 1520 and awned.. .: 1.r. • . .. ,. ' Sum. Form Schedule with fiidurs tWes. , . *S , , , - . l „ballasts. watts Per flaure . 2, .. . . . • , . ' ELECTR 1 .. MOTO S (Section 1511) IMECH-MOT or Ettuteinent Schedule with hp. rom:emciencr . - , , . 6 111 n° E- "V l circie ' ci f Elec - de explenation: . • . .. .. ..••,„.,...• . . . . - ..„. ... , ,.• . ,.... . ... , . , . : ,.. ,, .... :, ...., .., .. ., .,..,:. ,. : . ,......., .,. • , •” , ' - - - - ' • ' ' ' - . , • : , , . .. .. ..„. .... , , . ,,,, , . . , • • • • " • : • , : . • . . - .- , . . : . .. . . ; , . .. . . ,. , .,, „ .. . . .. . . „ • : . • ' ' - " - - ' .. - — .. •, ..„ ,......, , . . , l . " . , ., . . , , , , ‘, . . , , . . • . , . • • . . ' . ' • ' " s ' . ' • ' . ' , . . • , . , , , • , . , , . ; . r . , . .. , . ,. , ., . , .. , . . , , . , , . . , . . , , . „.. . ,, , ' . , . . . . , .. „ . . . . • • • : • . ... . . . , , , . . , , . , . , , .,. . .. . . , , ,, . . ,, : , , . ., . ,. . .. ., . , , ; . . , ' . ' .. . ' - ' . ' . ' ' . ' ' • ' ' ' ' ' ' . .. . '. ., ' ,'. . . , , . , , . „, „ . , , , , . . ',. . , . ''. • . ' • . , ' ' ' ' : " • , . .. . .. : . ' , ' , • . , • , , . • , ' . .. .. . ". . ■ ' ,. ' ..., • •!.' , .■., „,.. , ,,. „ . . . . . . '': : : :,....: ..... RECEIVED OF TUKWILA . . . „ . . '1 '''. ; I. .. .: :. ' : ' '''' ' '' '. ' ... '' ' ' :'.:'':':''. ': .".... I' ' '' ; '':: ' ,.'''' :':' ;1 . ' ' ' '' ' ' .'1';'.' ''' :: : ' ; ' .:::': '...'•.:.:': 'I. :Y.; '''''';',',.. . DEC 0 ••11995 ..„ . . ... . . . PERMIT .. ,. . „ • • • , . „ . . . „ . ,....•• ,;- •••',.:"•,,. ••••„•;'..... '• :: • • ',. •• ..,,,,• , ; ', „.: ..". -, .,.: ,• •,:,•;;•., : . „, • r.q, ., . . „ . . . . . . . . . .. ' ' " • , ...,.....„. . . , " .,,.„,,,,......,..,.,......, .. .. .. .. . . . . .. ,.. ; '' ' . , ,' - ' " - .•:::- . ..'... : , - : . - ,-,'.': :. ' '..• . . ' "..,': ' . ,' : ' ;'' , ` ' ‘'' ":', ' . " : '. ' :' ....: .. ......------:— - - ... - ' 1994 Washi ,In State Nonresidential Energy C.. Form Lighting Permit Plans Checklist LTG-CHK • Ina Wallimpla SIMI bogy GINO C0111114100 AVMs • AIM. I•114 • • Lighting - General Requirements . switches slim also have rogram • *nor:photocell, or a combination ' and PheAroet hlderoefila aloe • back-up capabilities. which pre■eent tits . 1513 Lighting Controls loss of program and time settings for at least 10 hours. It power i irdstrupled. 1513.1 Local Control and Accessibility: Each spies. lenclesed by walls school c • 1513.6 Automatic Shut-Off Controls, Interior: Office buildings greeter a or culling height partitions, " be provided with lighting Costs* is be located than 25.000 ft and .1 lasuooms WWI be equipped hew :: . within that space. The lighting controls. whethw one or more, shall tic controls to shut off the lighting during unoccupied or ' . , roo oao oos turni a eff a r m ali a li rm with of o to s p.. T coll tireCaliCiUlipyihertigi b Automat l sis aut be an oc switch . • . • Exceptions: remote Exceptions: The fong controls may be controlled in remote locations: llowing fighti o Ar that must be continuouslY illominoted. or illomallaad in a annw requiring manual operadon of the lighting. • - m Lighting controls for spaces which must be used as a whole. 2 Emergency righting systems. sto process _ an _ . les as 3. ' Switching for industrial or ring tg 2. Automatic controls. 3 Swit . . may be required for production. ... • . :' .3., ' Controls requiring trained oporatom. . 4 Controls for safety hazards and security. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes ; •. . , ' : ' 1513.2 Area Controls: The maximum lighting power that maybe that after the area has been vacatod. controlled from a single Switch or automatic control shall not exceed . which is provided by a twenty ampere circuit loaded to not more . a 1513.6.2 Automatic Tim Switches: . wiaatcher capable AutAutomatic tim.e_s:sitchersshallhave . ' : eighty percent'. A master control may be installed provided the indwidual m st and Incorporat ay clock and b as Itt l t a fo us t s rbei ng per:;7 54 . 7 .,. ,,.. ..... 7 ,.. m day '.. , . • switches tc,h be used as sretains their the esp: mans of switching. c Circuit srs which per w: off all loads for at least 24 hours and then mamma flemlailY • scheduled operations. Automatic time switches shall also inc hsvzingrem - Exceptions: back-up capabilities, which prevent the loss of program 1. I or manufacturing process areas. as may be required for at least bourn. it powers is interupted. . ,. . e • • for production. ' • 2. Areas Iasi than five percent of the building footprint for Automatic switches ' : footprints over 100.000 ft which: • shall incorporate an over-rid• switching device . . . 1513.3 Daylight Zone Control: Al dayfighted zones. as donned in • a• • is readily accessible: Chapter 12. both under overhead gluing and adjacent to vertical gluing, h • II be • ed with individual control, or daylight. or occupant-sensing area being liuminated is annunciated: • • - ' S. is best" " or t troll cis o 'automatic controls, which control the lights independent of general area • c. is manually operated. than two hours • S ' kildirlf17 d. • slows the lighting to remain on for no more 1513.4 Display, Exhibition, and Specialty Lighting Controls: Al • when an over-ride is initiated: and • . dis a lay exhibition, or specialty lighting shall be controlled independently of • a. • controls an area not exceeding 5.000 & or 5 percent of . .. general area lighting footprint for footprints over 100,000 ft', whichever is • . 1513.5 Automatic Shut-off Controls, Exterior: Exterior lighting not Intended for 24-hour continuous use shall be automatically switched by • • • „ . .. „ _ . . : „ .. , , : • . , , . • . , . . , • r .. . , . . . ' . ' • • ' .' ' , • ' • 1 • ' : • . ' • . ' ' • , . , • • , • . . ■ _ ,.. , , , , • , . ' it t • , , , . . . . . • , , . ., • • , • o ' ' • , ; • . • • • 19 • Washi n tale Nonresidential net. • : Com • fiance Form • Envelope Summary Climate Zon 1 ENV -SUM 1994 Wasnrptwn Slate NOMMiMnaal Energy Gam Conrse«+ce fans ANN. 1994 Project Inf Pr tleet "are" 7Z 1O S /eo VF S Date ‘ . O For Building Use • T K 44//44, 4414 9B 1 � Applicant Name: GJ . r .'" ' Applicant Address: 7.Z ZD 5./13 0 t? Y Applicant Phone: ( ) 25 / .. p � q e • (Project Description I ❑ New Building A Addition ❑ Alteration ❑ Change of Use I Compliance Option Al Prescriptive CI Component Performance CI ENVSTD CI Systems (See Decision Flowchart (over) for qualifications) Analysis Space Heat•Type 1 f 8( Electric resistance f" .ta` slr r r w she over for definitions) Total Glazing Area Glazing Area Calculation (fit aiming) Gross Exterior Note: Below wells may be included in . (vertical & overhd) divided by Wall Area times 100 equals % Glazing • Gross Exterior Wag Ares if they are insulated to the level required for opaque wags. T X 100 = Concrete/Masonry Option D Check hire if using this option and if project meets ail requirements for the Concrete/Masonry Option. See Decision Flowchad (own) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heetied/cooled,space . • Insulation on interior - maximum U- factor is 0.19 Minimum Insulation R- values Insulation on exterior or integral - maximum U- factor is 0.25 Roofs Over Attic ...... If project qualifies for Concrete/Masonry Option, list walls AD Other Roofs with HC 2 9.0 Btu/Ra.'F below (other walls must meet 4 • x 3 G Opaque Wall requirements). Use descriptions and values Opaque Walls 1 ( - from Table 20-5b in the Code. - Below Grade Walls • IC Wall Description U4actor Floors Over Unconditioned Space _ .— (including insulation R -value & position) • Slabs-on- Grade • Radiant Floors Maximum U- factors Opaque Doors .2 4 • Vertical Glazing . 4c Overhead Glazing - . _ • • - Msxenurn SHGC (or SC) VeRk:aUOverfead Glazing ( • Semi- heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: RECEIVED CITY OF TUKWILA • DEC O 1 1995 PERMIT CENTER l \ (I • • • • • • S. ... ... .. ..... ' 1994 Washin• ^n State Nonresidential Ener• Code Corn.liance Form • . . Envelope Summary .ack) Climate Zoi ; -, 1 ENV -SUM 1994 WMYwran Sum weewansd Stagy Code C•mal. ties Fares Arty 1094 Decision Flowchart use this flowchart to determine If project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis options must be used. 1302 specs Hod Type: For ate purpose d dstenmirarg Mending envelops Ater elo Restemace Specs heating systems welsh use Glenn remoras elements rgiremmte, the IWwing two categories cantina* .5Ilene h••ti^e types: 1 ss tin pansy heating system intern uti including boesrd, r.ateM and Weed W ilt m Other AN .eta spec. nesting systems including gu, sold Metal, and propene Stem I where Si. teal electric resistance heat maidenw s ade 1.0 WAI d 995 2 1999 spate heating systems and ease sy Listed in the modem to electric I ,111 conditioned Hoer ens. Exf epden: Hest pumps end Seminal electric redden:. resistance. (continued M right) he r al, on versatile W m whi d sUbs bh etymons. . A � l . • S K I e • • • - Reeistane. ! no 'N.. \ Heat/ •' Y•• ' N." W ,/ An N . M N . / Maso r a N / , A N � • -'' Yll y . no r . 1., • <, waft R -11 > s•41e1 Cth. ;. am Vail Crime OK7> welts R -19, ,iyie • insulation?, no (below) / ` yes Y•• �. (b•�) / no ' insolaeo�?/ .• i - i<40% /i25% . / <20%�. > < �.., <a20%� t" ro�'la'^Q yno se l m • I * 'V i ( /1st b sublicn Metalled? All insulation installed? NS 'mutation b4taYW? Al Insulation bshed? Opaque Waste R -11 Opaque WMs R -11 ✓ Opaque Walls R -19 Opaque Walls R -19 ✓ ( Below grads wept (sU R.10 Masonry walls (+ U-0.19 Malary wells (Irit U-0.19 BMow grads welts (ad) R-10 Below grads woes (edit) R -11 Uatorry wets (other) U-0.25 Masonry waft (smear) U-0.25 Below wade wells (ow) R -19 Boob our allies R -30 ;Balm grade webs (ad) R -10 I/ Belos at grad. wt (sst) R -10 • Roofs oust alas R -38 W other roots R -21 i Below grad. wells (ash') R -11 Below grade was (oft) R -19 AN other rods R-30 t/ Floors over uncond.sp. R -19 (Roots over attic R -30 Roots o Sett R -38 Floors ever unsaid. R -30 (Slabs-on-grade . R -10 Indal s oust uncond.sp. R -19 floors over uncand. R -30 Radiant doors R -10 Opaque doors • U-010 • It lobe ongrade R -10 Slobsongrad. R -10 Opaque doors U-0.4D . NtadiaM9oors R -10 Radiate floors R -10 Gifting Crowd Met? i Opsq .g» dams ua doors U-0.60 Opms U-0.60 plating Cheerio Mel? Glarbp Vet OH I Gluing Vat , OH Ate % U U SHGC Gig Croatia Mat? Glazing Criteria Mat? Arse % U U SHGC 00.15% 0.90 1.45 1.00 1GUndg Vat OH Gluey Vat. OH 00.20% 0.40 010 1.00 15.20% 0.75 1.40 1.00 I Are % U U SHGC a % U U • SHGC 20.30% 010 1.30 0.05 1 0045% 0.90 1.45 1.00 ✓ Ana 0.40 0.90 1.00 Yes i mp 30-40% 0.50 1.25 0.45 ; 15-20% 0.75 1.40 1.00 ' • 120 -30% 0.60 1.30 0.65 yes no no i iris 13040% 0.50 1.25 0.45 . • • ( , ` no I Pru:Wm V • Path Mooed ' • Com PMonanc a !' r Syst ems Anal Reg rind Concrete;/Mason Option* - Wall Heat Capacity (HC) . heat Assembly Description Assy.Tag HC" Area (sf) ' HC x Area capacity (HC) of . the total above grade well is a • minimum of 9.0, the Concrete . - Masonry Option maybe used. . • "For framed walls, assume HC 51.0 unless calculations are - provided; for all other walls, use Totals Section 2009. Area weighted HC: divide total of (HC x area) by Total Area • • • • • . 1 . 94 Washi • . n State Nonresidenti = I er• • • m ! Iian a Form • Envelope UA Calculations Climate Zone I ENV -UA .,..: N PF clitivn Plan ID :' (see Table able.13.1 for radiant floor.velues) twat f(U icate core insulation material. DEC 0 1 1995 For compliance: Totals' q ( c.V A,, 562 4 Totals! 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. PERMIT CENTER (" r:,•,:;:. _..........,: �:,.:�. roc> ....._,....: nz r¢ rf'.. r.. tR:: uur .+n..+.,r,.............. «a„ <. aar';:.t`17 ., - ..r.'2 . 1994 Washi . m State Nonresidential Ener • C .:• _ Com • liance Form • • • Envelope SHGC Caiculations Climate Zone i' ENV -SHGC 1991 WaYrMlon State Nonresownesi Ensgy Coda Can'wia Fenn A91. 1994 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page g .SHGC' x Area (A) ■ SHGC x A SHGC x Area (A) • SHGC x A Plan 10: Plan ID: Glazing % ••Electric: Reslst:-• Other Heating '1 c Plan ID: 0 . 1.00 • :' 1:00 ": > . Plan ID: >20.30% • • not allowed • .0 • . .65 "" • Plan ID: =30.10% ; nit alowed::•.::. .. - 0.45:;: • Plan ID: (see•Table 13-1 for ConclMason yarikies) •Note: Manufacturer's SC may be used in lieu of SHGC. Totals' Totals' ... For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID S page H SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: g Plan ID: Glazing % Electric•Resist..: Other•Heating • O Plan ID: 0-20% 1.00 ' . •'9.00..::. ''. a l Plan ID: >20.30% not.alowed •• . .' °: :.•.0:65 • :. . E Plan ID: >30 -40% not allowed . • .:;:0.45:... . O Plan ID: (see Table 13-1 for Cone/Masonry values) 'Note: Manufacturers SC may be used in lieu of SHGC. • Totals' Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1: OG= 2: OG= 3: VG= OG = overhead azin fll g Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area rea Maximum Target • Area (Table 13-1) Glazing Area io I Ixl °-1 100 1 =17: •1 Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1: Max OG Rema 2: Target VG Area For Target OG's, circle I 7 = lesser (circle) II lesser (circle) and use the lesser • I — ( 1 8: ( — ( ) = ' 9: ( values both here and .. 7: 8: below. Proposed Opaque Area Proposed OG Area VI Target OG Area4 Target Opaque Area • Roofs over Attics 4: + 1: — 10: = 13: . • Other Roofs 5 : + 2: — 11: = 14: • Total Target OG Area (sum 010 + 011) 12: • Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area I Walls! 16: + 1 I — 19: I = 115: . • . :r) Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9,12,13,14 815 (shaded boxes) are used in the applicable Target UA calculations on the front. Target values 9 & 12 are also used in the applicable Target SHGC calculations above. {. : /.:... .... ... „ .., 4444 ..:............ ,_44 .... ... ....,..:........___. 1994 Washi ,._ 'n tate Nonresidential Ener• • -'-• . Corn • Hance Form • • MechanicarSumm: MECH -SUM 19w wasampe0 Sue fl j __ j _J Emmy Cods C.....&..... P.mo Apd• 1964 • Project Info .' PM' mOrf - 71,-.7.4e7 • 4i- - ( ek Sir Date 3 /3/4.6" • . �. - -= t, G,A -7-..-:1,.. -WA .. : 1.g i s :: .. _ _ . For Building Depsrtmurt WO • • PERMIT CENTER la »......_.. . . . • • - ' • 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH — SUM 101 Wear n sr.. Nernsewsa Energy Cods Coveiwe. Fan. — Apt 1tW System Description If Heatin9COOing 0 Constant vol? 0 'Jr cooled? 0 Packaged sys? 0 <54,000 etch? See Section 1421 for fui description of or Cooing Only: 0 Spit system? 0 Economizer included? Simple System gasifications. If Heating Only: g <5000 cfm? # 4 c70% outside sir? • Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. . ( sta rt ) • System Type eatingfCooling • nstan • r Cooling Only olume no' yes . Heating Onl 4• it Cooled is <5000 cfm • no yes yes • no (Reference) .. • ackag • • • <70% OA y e s stem no • yes • no . ,000 Btu Split no ' r 1900 cfm - tern no yes • Y yes I ndudes f `Econo ?) r Reference \ 54,000 Btu no yes ` Sec. 1423 � • r 1900 cfm no • > yes • . t4 Simple System Allowed Y Reference ' Sec.1420 Y r Use Complex Reference . . y - System Sec. 1430 , • Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in detemtining which Complex Systems requirements are applicable to this project • • • : ' ■ .. ' :•: .. . ..::;. : ': ' .• : ... Fel . no r r . . Combustion - Mg. Indic • : ate modulating or staged cont .. rol „ , .: . . ... . . • : • ' . ' ' • • : e n.a. 1412.7 -. Balancing . ..• •• . . • Indicate balancing features on plans . - yes : 1422-. Thernsistat interlock . Indicate thermostat interlock onotans - .. : ,... • . , . . . •: ' • • ' - • ••• : yes , .n0 . - .1423: ... Economizers • • - • . Equipment schedule ••• i .., .. . : - . • - .-. : -. • • yes :: no • . , ::- 1413.1 Operation . • ..! .: indicate 100% capability on schedule . . . ... . yes. no. . . - - -: " • , . " Cr • - 1413 . 2 Control r : .. , :. • • Indicate controls able to evaluate outside air • • . . ng , , , :-:1413.3: Integrated °citation - Indicate capability for partial r.celi . : . , ' ' .. . .. .. ••• •• .'• ' :' • ':- ' ••• ! : •-• • •:•• •• • 1414 - DuctIn911Ystems • , .. •• ■Iapr - •Itni.vir hj . : ! - • -. :.-. '. • . • - - : . yes no. a lr , - 1414.1: Duct sealing.. • .. ' •.- Indicate *Lang necessarY - . ' • :- - ' - : -• ' . --- : . , . • . . ... . •. ... . .:'.'..• ., • . '!. . yes • no , , 1414.2. Duct insulation ' •-• Indicate R-value of insulation on duet ! • . : • . • ............ , . . . .. .. • - flruj • 1415.1 Piping insulation ' . . - Indicate R-value of insulation on piping - .- . • . -. . . ...., - • .. , , : - yes no , 1424 . Separate air sys. Indicate separate systems on pins' . • • • - '. • ' Much. :Sum Form • • Completed end attached.. Equipment schedule with types. , , „ . . • : , • • .• .- • . - , .. . . . . . ' . -, II . - • 1 . 1 a • 1. 6 ' • • • actions •r e- t- • • . -- • . . .. „ . .. . . . . . • • . • • . , .. . - ,. -• , • .. ... . • • • • -: . .1440 • [Service water Mg.- . - . , • . • : . : • . - • . . : • tElec. !_. • • , . . , • • ' •' • : ' (rep n.a. . 1441 : Elec. water heater - -: Indicate R-10 insulation under tank 406, u.) • . . - . - . , • . • . A no •n.a. .. 1442 • Shut-off controls : • Indicate automatic shut-off. : : • - .. - . • .. . •. . . . .. - - . " - . - : : ` - . - -.- • 1450 . Heated pools . • - • • . • . . „ . . . , . '.:. - -: ' . - -...• : - . yes . no n.a. • : 1452 : Pool water heaters • Indicate not electric resistance :.- : : - - . . . . , . .. . . . . yes no - n.a. • 1453 Pool heater controls : Indicate switch and 65 degree control . • : : . ... .... • . • .. . - .. • , yes • no n.a. 1454 1Pool Covers 7 " . r• . • Indicate vapor retardant cover - . .• • • ' yes no • n.a.t_ 1454. Pools 904 - Indicate R-12 pool cover ! . . • . • • . . . ,. If 'no" is circled for any question, provide explanation: --- • • . . , • .. .. . . , . . • .- .. -'• ..•• • -,• : ,. -.; ,•••,,.. - RECEIVED . . . . • . . . .. „ • . . . . . . . „ . . . ... • • • • - • . ' . . , , . . . . . . • • - . . . • . . . . . . . ,.. „ • - . , . . . . . . , . .,.. •• •• • . . . • : . „ • . . . , „. . „ ., ... . . - ' • . . . . . . . .. . .• • . ... . • . . .. .. . . . .. . • - • - . . . . ... • . , . . . .. . . . .. .• „ . . . .. . . . . . .. . . , . , . ,... „,. . • . ,. ,. , . .... .. .. :, . , .... . . .. .,..,,.., ,...: .. . . ,... ., ...•.: .... , . .•,..,...•••,•."-.. ...-. , , • ••..• .. . .., . . • • . . . . , . .. • . ••• .... .. „. . • •.. . .. . .•-. .. • .„.., . .. .. • - ••••.• , . ., .• .,. ... . -.. ,••.:••„•,..... - .„...... ,..„•• •..,„- . . . .. .. . .,..,.....,,..„,., .,...... ,,, ., .>., . ' - ' . ' . . . . ' . . - • • • ' . •• . - " • ••• • " .- - ...-••• ..".....,...... ,"•.,....„,.....,.... ,........., , .,. , , . . „.. . . . .. . . ... ..... . . . . . . • . . . . ,• „ . .• • . .. .. ... ... . • . .....• . . - .• • •:. • . - •-• - .•...• .• .•. • ,• • .. .• .• . .. ..... . - • -. • ,‘• L, "..... .....'.''• . '• " . . . ' . ''' .. ' . . , ' . .',... ' •••• , . , .... . ',.. '. ., . „ ' .,'. ' • ,. „ ' ,' , ..„ •,.,' „,' , ' .' ''..'... „ . , .. . . , , „ • , , , • . . .. . . , , . , . ,, ,. , • , ,:, . , ,' ' , : '', '',. . .'''',... .. ' . . . ' : ' . ,.':,''•'-.'' • •. ''' . . C ITY .... 04•1995,... ...., .. . . PERMIT CENTER .. . ... ......,... . . .,• .,.... .... ••••• .. .... ,.. .. DEC . . . . . . . .. :. . ... .. . . . . . . .. . . . . . . . . •• • . . ," ..... •.. .... , . „.............„ ;,. ,... ,,....... ...... .• .• ‘ . ... •, , ‘ .,. ., .., . , . . ......,.,:.,..............: ......... . ,..,...., . • .... •..., . .•, . ......•. .. .. .. • . • . . . .. . „ .. . ,..,.:..,..„.,.....,„.......,.....,, .. ... ... •'a.,t.:, �... .. >,. •...: .,.; ;,t` ) • , . na• • +i:.'. ^:.- , ,..cu:a;u. � m R ' 1 y .. ._. ........•�.<<.• ^ air .. .a.. �u .w•�.- ,:,.,,�,.,.,.,•„•....trr .. �»,�,ka,1NC6 �. ., . 0 1994 Washi n State Nonresidential Energy Co n • . Compliance Form • Mechanical Permit Plans .Checklist MECH -CHK 1094 W true ton Stew Enemy Caw Cemseense Farce AVe. tear Mechanical - General Requirements 1413.3 Integrated Operation: Building Heating Energy: Air economizes shall be capable of providing partial cooling even when 1412 Controls • additional mechanical cooing is required to mast the remainder of the 1412.1 Temperature Controls: Each system shall be provided with at cooling bad. Controls she/ not preclude the eeenomite► operation with lent one temperature control device. Esch zone shall be controlled by mechanical cooling is requited simultaneously. individual thermostatic controls responding to temperature within the zone. Exception: Economizers on individual. direct expansion, cooing At a minimum, each floor of a building hall be considered n a separate systems with g pa >s capacities not grater than 75,000 Btufi may . ..zone. include controls that fsnit simultaneous operation of the economizer and mechanical cooling for the,purpose of preventing 1412.2 Deadband Controls: When used to control both comfort heating lee formation on cooling coin • and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to 1414 Ducting Systems • the zone is shut off or reduced to a minimum. 1414.1 Sealing: Duct work which is designed to operate at pressures Exceptions: above 1/2 inch water column static pressure shag be sealed in accordance 1. Special occupancy, special usage, or code requirements where • with Standard RS -16. Extent of sealing required is as follows: deadband controls are not appropriate. 1. Static pressure: 1/2 inch to 2 inches: seal transverse joints. 2. Buildings complying with Section 1141.4. if in the proposed . buiding energy analysis, heating and cooling 2. Static pressure: 2 inches to 3 inches: seal all transverse joints ' ...». �. . »�.. —..._ _. _.._ � .. .__...,..... 1994 Washin. State Nonresidential Energy Co • ompliance Form Mechanical - Complex Systems Checklist MECH -COMP tee/ Wswu. Si* Emil, Core CsmObense Fawns A. 1114 M01 Project Address , 210 � , 1 cr. Date The (clawing additional infomlatlon is necessary to check a mechanical permit application for a complex macawaeal For Building Department Use system for compliance with the mechanical requirements in the Washington Std. No nresiden t W Energ C Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements), This information must be on the plans since this is the official record* of the permit. Having this infortrntlon in separate specifications alone is NOT an acceptable alternative. • (Circle one) Section Component (Information Required on _ Bu�lding�� meM ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yes . noCfp 1431.1 'Field assem. sys. Provide calculations 1432. Controls • r yes no tad 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans 1432.2 Temp. reset control yes no .a 1432.2.1 AN systems . Indicate automatic reset yes no . 1432.2.2 Hydronic systems Indicate automatic reset yes 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption yes no n. 1434 Separate air sys. Indicate separate systems on plans yes no n. 1435 Si nun. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified 'yes n.a 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations yes no n.a. 1437 Elec. motor effic. • MECH -MOT or Equip. Schedule with hp, rim. efficiency yes no n.r. 1436 Variable flow sirs. ' Indicate variable flow on fan and pump schedules If "no' for any question, provide expTanation: • Decision flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project Refer to the indicated Code sections for more complete information on the requirements. Start Here • • Sager 141L1 Newnan list Sul Med Tables • 141 WINO 14.3 • SKIM 14.11.1 .' ray. yes Celeuiesw .. • "mimed • *I SKIM e. Taal Omit Dim .EVd1eIw ?,' WWI&OWplr It p and No • I Sae10a 14312 . Capay of HW M Sedles 113121 I Ha %la Supply Yes Hap Syaan NO . SyOtaa Ys Suppxy Alt aeee I Tmipenneeasst BlahsT1an • -- Saaws -11. Coarab 1 Carob Rquod . 000 000 5sth �' za es eoawd ■ • r l �l (continued on U back) RECEIVED CITY OF TUKWILA DEC 0 1 1995 PERMIT CENTER Ec 1994 Washin • n State Nonresidential Ener • Code Corn • liance Form . • echanical - Cornp12 Systems (back) 1110 MECH -COMP . 19:4 Watew SOW Nomow«aa1 gnaw Cod, Cempt.ne. Forces AMR 11114 • (continued 0 • tram front) - i /tea � ` , Maki. . • _ Mow Efci cy No ,' speed ' \ No Mewo Mar M oM • brladed in Eepr�w T-o•< Mawr w a r-ew F5 i • Pw Roam? a� • ,..% \�` .' Talk 144 . • Yes V Yea . Yee /,;„,. ' � Yea % Hwm \ Etaaic H ng • No No Non-Beak • SeeeYaa1411.4 V ' • be SM r ` • Capacit? , • 1 ' \ .. ` Regaled l Na • 14133 I I heeds imo i . ;___ h Cowoh .11”` • /614191Y AV Ye Swiss 1435 5000 CFM A • 50% Edwin • •� Owed. M > i• Hof Reeaewy • 70%? . Syr Roped • r . I. .. ,� � .... • COO Ye !• � Packepd \ ..• , '. No Coo \ w1 \ • No Total Bldg \, No C by> \...c Rooftop \ —o.!' Capons > . . , --0.4, , Cepacity •>-- . \ 54.000 Bath . '•., Ulf? •. 114.000 Bach? '40.000 Bush /_ • No Yoe Yes Seellaa 1435 A r.3ide ' Economizer • Rewind 1 . j • / '. Yes • • Y Swan 1431 / ` ' Few or Paws ; Valetas Flow ••,VeriaMeHowe?. ^ `10 HP? Dews , %•.„,,-.. % `• / Required , • N • \ No + � . Swabs 1435 Yea r �/ \ Fen Fowled VAV \• • Te nni ei Units Spawn? ' Required .. , Y , No t V I Done I i Seesaw 1431 1 I i I Codas RdrbAed • 1994 Washing State Nonresidential Energy Cody Compliance Form Building Permit Pla `s Checklist ENV -CHK 1NYa waVwyton Sum Enotgy Colo Corftorance Fora Apr. 1994 Project Address -7 zz c S . ( i.rw' 'Date 3(714 5 TM following information is necessary to check a building permit application for compliance with the building envelope r requirements In the Washington State Nonresidential Energy Code. Applicability I Code 1 Location n Building Department (circle one) Section [Component • 'Information Required J on Plans • Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope ' Unconditioned spaces identified on plans if allowed • (272) Space heat type S GI r• • e no n.a. V Electric resistance Q� �t & /710/ STS /WAS( -#AREA 79-05.r es no n.a. Other Indicate on plans that electric resist ce heat is not allowed yes no n.a. 1310.2 Semi- heated spaces Semi - heated spaces identified on plans if allowed 1311 - Insulation no n.a.' 1311.1 - Insul. installation Indicate densities and clearances • no n.a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; 7 • Indicate clearances for attic insulation; Indicate baffles if cave vents installed; • • Indicate face stapling of faced batts 5 no n.a. 1311.3 Wall insulation Indicate R -value on wall sections; (04/41.4, 6V6: Z Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; ---- • Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls -- _ if mason option is used or if credit taken in ENVSTD: r no n.a. 1311.4 Floor insulation Indicate R -value on floor sections; (Q. DvEa_ ;etc seAte Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; - ev II Q L, • Indicate that insulation does not block airflow through foundation vents yes/'rtr� n.a. 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; ��// Indicate slab insulation extends down vertically 24" from top; Indicate above • rade exterior insulation is • rotected yes no girl 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36 from the top; Indicate above grade exterior insulation is protected; • Indicate insulation also under entire slab where read. by Official —^' Q." no n.a. 1312 Glazing and do r I Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area isi°"""s C:5) no n.a. 1312.1 t1- factors s t Indicate glazing and door U- factors on glazing and door b , -Prx¢•5 schedule (provide area - weighted calculations as necessary); l - ( q Indicate if values are NFRC or default, if values are default r� e- Dt J then specify frame type, glazing layers, gal h. -e ' • V 'Z coatings, gas fillings yes no n.a. 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control es no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side no n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vat). retard. with sealed seams for non -wood stnrc. � - ves no n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section yes no n.a. 1313.4 Floor vapor retarder • Indicate vapor retarder on floor section yes no n ) 1313.5 Crawl space van. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage yes no n.a. 1314.1 Bldg. envel. seating Indicate seating, caulking, gasketing, and weatherstripping yes no n.a. 1314.2 Glazing /door sealing Indicate weatherstripping yes no n.a. 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketina PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) yes no Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" is circled for any question, provide explanation: RECEIVED CITY OF TUKWILA • 7P PERMIT CENTER r� • • , - 1994 Washin e_ on State Nonresidential Energy Code Compliance Form • Building Permit P1,_'s Checklist ENV -CHK t all Wasrheren Mao anew OMs Cemprenp Farms AMA ISM • Envelo - General Requirements Unlabeled glazing and doors shall be assigned the default U -fatter in Section 2006. .. . • 1311 Insulation • 1312.2 Solar Heat Gain Coefficient and Shading Coeffident: Solar 1311.1 Installation Requirements: Al insulation materials shat be Heat Gain Coefficient (SHGC), shall be determined, certified and labeled • installed according to the manufacturers instructions to achieve proper in accordance with the National Fenestration Rating Council (NFRC) . densities, maintain eleatences, and maintain uniform R- values. To the Standard bye ceAified. independent agency, licensed by the NFRC. maximum extent posskNe, insulation shat extend over the full component • Exception: Shading coefficients (SC) shal be an acceptable • aree to the intended R- value. • • siternate for compliance with solar heat gain coefficient • 1311.2 Roof/Ceiling Insulation: Open -blown or poured loose-11U requirements. Shading coefficients for glazing shall be token from insulation may be used in attic spaces where the slope of the coifing is Chapter 27 of Standard RS -27 or from the manufacturer's test not more than 3/12 and there is it least thirty inches of clear distance data. • from the top d the bottom chord of the truss or coifing joist to the • underside of the sheathing at the roof ridge. When save vents are 1313 Moisture Control installed, baffling of the vent openings shal be provided so as to deflect 1313.1 Vapor Retarders: Vapor ref rders shall be Installed the incoming air above the surface of the insulation. side (in winter) of insulation as required by this section. • Where fighting fixtures are recessed into a suspended or exposed grid Exception: Vapor retarder installed with not more than 113 of the .teeing, the roof /ceiling assembly shal be insulated in a location other than nominal R -value between it and the conditioned space. directly on the suspended ceiling. 1313.2 Roof/Ceiling Assemblies: Roof/citing assemblies where the • Exception: Type IC rated recessed lighting fixtures. ventilation space above the insulation is less than an average of twelve Where installed in wood framing, faced bait insulation shall be face inches shal be provided with a vapor retarder. Roof/ceiling assemblies stapled without a vented airspace. where neither the rod deck nor the roof structure are made of wood, shall provide a continuous vapor retarder 1311.3 Wall Insulation: Exterior wall cavities isolated during framing with taped seams. shall be fully insulated to the levels of the surrounding walls. When Exception: Vapor retarders need not be provided whore all of installed in wood framing, faced bat insulation shat be face stapled. the insulation is instaled between the roof membrane and the Above grade exterior insulation shal be protected. structural roof deck. 1311.4 Floor Insulation: Floor insulation shall be installed Ina 1313.3 Walls: Walls separating conditioned space from unconditioned permanent manner in substantial contact with the surface being insulated. space shall be provided with a vapor retarder. Insulation supports shall be installed so spacing is not more than twenty- 1313.4 Floors: Floors separating conditioned space from unconditioned four inches on center. Installed insulation shall not block the airflow space shall be provided with a vapor retarder. through foundation vents. 1311.5 Slab -0n -Grade Floor. Slab-on-grade insulation installed inside 1313.6 Crawl Spaces: A ground cover of sic mil (0.006 inch thick) black the foundation wall shall extend downward from the top d the slab a spaces. Th e or approved equal shat a laid over the ground within crawl minimum distanced twenty -four inches or to the top d the footing, spaces, The ground cover shall be overlapped twelve inches minimum at the joints and shat extend to the foundation case whichever is less. •Insulation installed outside the foundation shall extend . downward a minimum of twenty -tour inches or to the frostine, whichever Exception: The ground cover may be omitted in crawl spaces' is greater. Above grade insulation shall be protected. if the crawl space has a concrete slab floor with a minimum Exception: For monolithic slabs, the insulation shall extend thickness of three and one -hat inches' downward from the top of the slab to the bottom of the footing. 1314 Air Leakage 1311.6 Radiant Floors (on or below grade): Slab-on-grade insulation 1314.1 Building Envelope: The requirements d this section shall apply shall extend downward from the top of the slab a minimum distance of to building elements separating conditioned from unconditioned spaces. thirty-six inches or downward to the top of the footing and horizontal for an Exterior joints around windows and door frames, openings between walls aggregate of not less than thirty -sot inches.' and foundation, between walls and roof and wall panels: openings at penetrations of utilty services through walls, floors; and roofs: and all If required by the building official where soil conditions warrant such other openings in the building envelope shall be sealed, caulked, insulation, the entire area of a radiant floor shall be thermally isolated from gasketed, or weatherstripped to limit air leakage. the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convection flow below the radiant floor, 1314.2 Glazing and Doors: Doors and operable glazing separating the radiant floor shall be thermally isolated from the sub -floor gravel layer. conditioned from unconditioned space shall be weatherstripped. Fixed 1312 Glazing and Doors windows shall be tight fitting with glass retained by stops with sealant or caulking all around. 1312.1 Standard Procedure for Determination of Glazing and Door Exception: Openings that are required to be fire resistant. U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified 1314.3 Building Assemblies Used as Ducts or Plenums: Guiding independent agency licensed by the National Fenestration Rating Council assemblies used as ducts or plenums shall be sealed, caulked, and (NFRC). Compliance shall be based on Model Size AA or BB. Product gasketed to limit a leakags. •samples used for Udactor determinations shall be production ine units or representative of units as purchased by the consumer or contractor. • • • • • • • • • • , -;‘ •• ,% . , FAX: 206- 322- C' 2 1 '96 11:53 - . , RECEIVED CITY OF TUF(‘I/ILA \ NOV 0 8 1996 HERZOG GLASS INC. . . PERMIT CENTER • . , 300 DEARBORN SOUTH SEATILEWA. 98144 S ss 3 3 TO C.D. coNS 621 STR.ANDER BOULEVARD INJKWILLA. tVA. 911188 . . ' - Vgl SPRINGS BUILDING EXPANSION fl2OSOiffli 180TH PROJECT; CR ---- SPRINGS ET VJKWILLA WASH. • • TO WHOM IT MAY CONCERN INC.THE GLASS INSTALLED BY HEItzE)G GLASS r ATTHE ABOVE eH NOTED PROJECT IS SAFETY TYPE GLAZING. THE FOUR WINDOW HAS ONE QUARTER LAMINATED GLAZING WHICH B ( 1: 7 CHC Y O TH NS I : E SI ! S ° 1 7 1,/0 PL INIERIJAYF.R. This GLASS WAS PIECES OF As iiINCikRIITtiNGOLASE GLAS (SEE THE ATTACHED SPECIFICATION FROM HARTUNG GLASS 1 • SUPE RiNTENDENT, PETE ha . , DLEY , • • ' . ,. , •.• • , , , . . . • ' ''' '-' , • , ' ,, ,',"& :.' . , .. . . . „ . .. . . • , . . • . . ......... • . . ..... .... . . .. .. ... . .. ... .. .. .. ........,...„ ...„ ,........ .. ... . . . , . .• .• , . . ... ,. . . „.. . , ... .. . . ,. . . . „ .. .... _L. ... . .. .. . . , , .... .. ,. , . .. . . . . . . .. ....., .. . . . - - - . . " , ••, , - - - . -L..... • • ••• . -.. ... . ......... .• .... , . .,.. . . • • •...: ... . . , - - - . • . L. L • , L. , . , . • - . - . . .. . ,..,-, -.. , • - • ....— . „L•.... .....--........„-,........-....,...... ..-..,............ ,......,...,.. •• , .. • ; - • • . - •. , .... - .. .• .. •..• • - ......., .. .. •. , ..„ , . . • .. • . • • ' - . - L • - . ' • • - - • . L • - • ' • - -.••• - - • - — • • • , L --- .. - - — - --- --- ----- • L---.... L. • - - • • • . . . . . . . . .. .. • . . . . , • . . . . . • . . • .....„ . ..... „ ,.. „.„.„.„ ,,..,...,,,. .,..„. ... . , . .. ,. . • , • . . . . , • . • . , . „ •• • •••• ... ., • • - • ..• • , • • .. .. • , •••,.....„.. ,,,,. ...... ..,•,... ...... • , . : . • . .. . . . . • - - .. , . . . , . .• . . . . „ . . .. • • ... , . , ... , ...... ....,.. ..... ...., ., . .., , . , , , . ‘ ... ., . „... .., ,... • - . .:,-, , , ,, ... • ; , ,. ••• .• . •• -, . . .... . , , ., .. . .. .. . . ,.. . . . .• •• • . . . . . . . , . - . . ... ... .... . ........... : ..... , .. , , . . ,. . . . , . . . . , .. .. , .. „ .. ., . • . , . ... . . . • ... . . . ,.; ... . . . . ,. .......... .., . .... ... .... • „ • . ...... .. • .... ., . .. • .. . . . ... . . .. „ . , ...... . . ,. . . .. . • . . . . .... , . ....: .. , . . . . .. . . . . . . . .. . . .. . .. . ......„ . . . . . . . • .... .. .. . . . . . . . , • . . . . • . . , .. . • . ... . . . .. ... . . . „ „. .. ., ., . .:. .. .. •... .. , . .... ,, •. .- •,. • . . . . . . .. • • . . . . . . . . . , . .. L . . . . • . .. . . .. . „ . .. . • . . . . . . . . ... .. .., • ....• . . . ... ... , •,.. •,,,•. „,...... ... ,.. ' '. • • . .4 '....." . • • . . . .. . • • • • - • ' ' ''' • .: /44 . ' • ''. '..• • • • i. , •• - • . . y . L�r7dt J y 61� 7C- • • / S �,c s �,+ = L ZJ7 4°' • F 5-''' ! 4,..f•-_-, _ 3 — 2' YCt `� v g ;5. r r,,- >��w�(— Z D�=- • .................. . 7 0 \iir . , • 1 Ai' , . .• .. ... ....!.... ... ...... ............ ....,.. „ . „ ..... , . , . . .. . • . . ...... .. .. ......„. , ...•. . • .. .. •". . :•,.,_ -.....-.:. I :,i 1 t �:Lc � . . • i!/ 4.'" .. • .. • •• , , ... . .. ...,. . „.. ... .. , OF WASHINGTON • • • • • • • • • RECEIVED . • CITY.OF TUKWILA • NOV 0 8 199b • • PERMIT CENTER • • • ' ,.... ' ,.:. • . . .• BOUNDARY LII'- ADJUSTM OR LOT CONSOLIDATION MAY 3 0 1996 ` .. • 722 APPLICATION COMP,AUNIITY Ct'r r OF TUKWI LA 6300 Southcenter Boulevard, Tukwila, WA 98188 DE:'ARTMENT OF COMMUNITY DEVELOPMENT Telephone: (206) 431 -3680 ... . :;;; . ...:.:.:.:.:::.:.:.. !•�.FOR U3E ONLY • . . . . . ..... .. ... ............ ........ ......g:::::: ............. : .....:.: :...:...:.::.:.:::.:..:::....:. ....... :........:.:::.:..::. :..:.....; .::. .:....:.:..... . ............... . F>Ele Number.. �. :;Goss ref : ° ?� '15;:•:0905: . 6'Fr5 :;0037 : APPLICANT 25l 1 51 •1 • Name: Allen Cullen Address: 7220 South 180th Street • co • 0 City: Tukwila, ,WA mix 98188 Phone: (206) 251 -8390 Q t'D Signature: 01- D ate: November 30, 1995 . In 400 LOCATION ASSESSOR ACCT. # 362304 - 9059 -08 362304 - 9007 -01 362304- 9008 -00 Street Address: 7220/7230 South 180th Street Tukwila, WA 98188 s If vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and m nearest intersection. N. W. 36 . 23 NORTI3 [7 WM ki QUARTER SECTION TOWNSHIP RANGE S PARCELS ELS Ex 4:.077.-.5 x 4 %v;' �1x 4 c ;- /7 Lorin District Existing Use Bottling Bottling Bottling a & Storage & Storage & Storage Proposed Use Same Same Same .o Proposed Lot Size 6480 sq ft 7200 sq ft 5400 sq ft b COMBINED TOTAL 19,080 SQ. FT. g REC C ITY OF ,,' DATEOFLASTPLAT: 6/11/94 PERMIT CENTER BOUND a - Y LINE ADJUSTMENT/LOT Cr s;: OLIDATION „ TTY OF TUKWILA, WASHINL N .FILE NO. LEGAL DESCRIPTIONS BEFORE THE ADJUSTMENT: T AX LOT S9 THAT PLIITIaq CF TIE •7T114 V4 Cr SECTl?+ 3G TO►t•@SP 23 KRTM RACE A EAST. WM. CESCRIEED AS FCLI.C%•AS. MOT / MC AT A PONT CN THC -O TH LINE CP TIC 1 CNITY ALA CC ATIC7•I CLAW PO. 43• CEING 61975 FEET WEST CF. TH£ NtO TKAST CCTNCR 1I•EREfF Tt{IC3: T AT RIOiT It CT..ES 10 SAID NORTH L. 33 FEET TO TIE 1U K7M PONT CF L.CGIrt rrG, THENCE CXTtTNac•G PCATT' SAIO RICYHT NGLE LL•E t2 FEET: Ti CNC,E HZSI. PARALLEL NI SAK3 PCJTTH LINE 54 FEET: 'Ilea SC3JTIt AT RIOfT ANAES TO SAO FIRTH LNG 123 FEET 10 A PONT Q A Li•E 3) FEET KIRIH Cf ANO PARA MTN THE NCRTH LINE CF SAD FETRY A..1k4S 00ALATICN CLAW 141 43. TICI•CE EAST. ALUG SAD PARN.J. . LL•E 54 FEET TO TtE TRI.E POR•IT 0F EIEGL•rnNG • SITUATE N THE CITY CF RFNTO -I CCLNTY CF KPC. STATE CF HAD-42 TAX LOTS 7 NO 0. C0 E?I:INC AT A PONT 61576 FEET VEST NO ;fl FEET t•CRTH CF ' E NCF+TI CAST COMER CF H£N T AONS CX):s11LI4 OJJM tO. 41 SECTION 3z 1C6-J' &p 23 ICIRTti !VICE 4 EAST. Alt N KI•G CLIJ4TY. NA9- 0:0134 TICTC • t•ORT14120 FEET: THQ•CE .41.:4E 70 THE 1-EST LrC CF RIOIT CF WAY 3? i C SEATTLE- 7ALCriA L.'TERI111.)AN PALMY IP10ET •O ELECTRIC RA LWAY1 AS . TCFCRC AM-MED. DEICE SI MI ALO C SAO HEST LINE TO A PONT CN A LPE 33 FEET IOIM MO PARALLEL. MTH THE t.O TH LAE CF SAO 1-EMY /.WS ( AT10UI O.AW NO. 43• T)-E)' E NES1D ..Y ALO'i SAD PARALLEL LINE TO FONT CF. EEC:t•AAG. •. ' • • • lkius5iN6 bE IN4 AFTER THE ADJUSTMENT: 'It 1 °3'00 E TAX LOTS 59, 7 AND 8 : BEGINNING AT A POINTC66 FEET WEST AN 30 FEET NORTH OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION CLAIM NO. 43 SECTI 1'36 TOWNSHIP 23 NORTH. RANGE 4 EAST. N.Y.. IN KING COUNTY, WASHINGTON. THENCE NORT EET: THENCE SB8° 21' E TO THE WEST LINE OF RIGHT OF WAY OF THE SEATTLE — TACOMA INTERURBAN RAILWAY (PUGET SOUND ELECTRIC RAILWAY) AS HERETOFORE ACQUIRED: THENCE SOUTH ALONG SAID WEST LINE TO A POINT OR A LINE 30 FEET NORTH AND PARALLEL WITH THE NORTH LINE OF SAID HENRY ADAMS DONATION CLAIM NO. 43. THENCE WESTERLY ALONG SAID PARALLEL LI17E TO POINT OF c7EGINtiING. ��� ��� SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE. OF WASHINGTON. APPROVAL O ' Department of Community Development: Examined and approved this • 294". day of MG- ; 1916 • Director, Dept. of Community Development • Dept. of Public Works: Examined and approved this • 24 day of f \40 'y ,19 9r'' • /904 Git;vAxirn Director, Dept. of ublic Works Rcturn to: Dept. of Community Development. Filed for record at the request of: Planning Division City of Tukwila 6300 Southcenter Boulevard NAME Tukwila, Washington 96168 Page , of APR 3 0 PUBLIC WOR . illrw' ' AFTER THE ADJUSTMENT LEGAL DESCRIPTION: Retrs%O., 4 f ; CONSOLIDATING TAX LOTS: 59, 7, 8. BEGINNING AT A POINT 669.75 FEET WEST AND. 30 FEET NORTH OF THE NORTHEAST CORNER OF HENRY ADAMS DONATION CLAIM NO. 43, SECTION 36. TOWNSHIP 23 NORTH. RANGE 4 EAST. W.M. IN KING COUNTY, WASHINGTON. THENCE NORTH 1 ° 39'00" 120 FEET; THENCE SOUTH 88 °21' EAST TO THE WEST LINE OF RIGHT OF WAY OF THE SEATTLE— TACOMA INTERURBAN RAILWAY (PUGET SOUND :ELECTRIC RAILWAY) AS HERETOFORE ACQUIRED: THENCE SOUTH ALONG SAID WEST LINE TO A POINT ON A LINE 30 FEET NORTH AND PARALLEL WITH THE NORTH LINE OF SAID, HENRY ADAMS DONATION CLAIM NO. 43; THENCE WESTERLY ALONG SAID PARALLEL LINE TO THE POINT OF BEGINNING. SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON: DEPARTMENT OF ASSESSMENTS, ✓ 19 i . O Eram :,d . and approved u d . • O /7'/ `. G In . A zsasS:af + � Assessor er Al 171 A/ 34 - -23 -° • Land Surveyor's ertificate% Map on File in Vault This Boundary Lin Adjustment /Lot Consolidation correctly represents a survey* `made by me or under my direction in Direction: cY►nformance with the requirements of appropriate State statute. S cale : Name: Date: \\ Stamp Certifica,No. w A lo /consolidation does not require a survey of the perimeter unless the lines are adjusted, Page of EXISTING PLAN 'DELETE ELECTRKAL. DELETE ROAD. SURFACE vicinity map ' ORDER NO. 2 `. S 94 g This Sketch :s furnished as a courtesy only by First American SEC J b TWP2 3 RNG Title Insuranco Company and it is KQT a part of any title N commitment or policy of title insurance. This sketch is furnished solely for the purpose of assisting in �� * i s,cy locating the presnisasaad does not purport to show all highways, w 4 + E roads, or nutmeats affecting the property. No reliance should be placed upo= this sketch for the location or dimensions of the property and no liability is assumed for the cornaotness thereof. ` N CD 07 co e 4 t. • • 0 r* �� ® 0 a P (06 t O ? . . 1•• s/+w . . .i. a L' Sow * sew, e••..• i � +.e. 7 I,s�t I/M.•0iwt if I •• .AI p V JDi .70 • � STR� yw .a6 9roe r t W. 4 3 RD. &T N E N A Y �00�'L� A O A Y svase < 1 t ! .4's. sA a r/ t DO f A TtON eI•srasis A� Sea Aro rw.rjaw.4,940 CL l A i . / G O � N M 00 1 JD I t • • 0•Tff .—. • • 404.f• • • K , • A A N f'e ` • . 9605300596 DECLARATION: Know all men by these presents' that we, the undersigned, owner(s) in fee simple and /orcontract purchaser(s) of the land herein described do hereby make an application for a boundary line ad- justment /lot consolidation thereof. The undersigned further declare that the attached map is the graphic representation of said boundary line adjustment /lot consolidation and the same is made with the free consent and in accordance with the desire of the owner(s). In witness whereof we have set our hands` and seals. c.r Name: ter` Allen Cullen J an E. Cullen Name: Name: Name:— • Name: Name: Name: STATE OF WASHINGTON County of King On this day personally appeared before me Allen Cullen to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that He signed the same as His free and voluntary act and deed, for the uses and purposes therein mentioned. • GIVEN under my hand and official seal this 30th day of November ,19 95 . 1 71.C/K-- STATE OF WASHINGTON County of King Notary Public in and for the State of Washington, residing at fir., i-/(c On this day personally appeared before me Joan E. Cullen to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that She signed the same as Her free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and o f f i c i a l seal this 30th day of November ,19 9 5 . Notary Public in and for the State of Washington, residing at _ ; 6 + (; VII` • Page of filed for record at request �1 .r , . • ' 7ZZ6 /�D 7i'R�iL T • R&M= Mil MR ' • _ _ S. y LII MBAfAxv OUT• IN WWOI.i 1UREEA5 488; ETC. DENOTES t•.. ' - • ._ TIC:ASIR,CALLID IN FRACTIONS 1.0. 3-1/p :15, o-3 /4824. ITC. DENOTES. ' AMERICAN COIICRETE INSTITUTE - ACI 315. ACI'316. ACI ACI 907.'- QIAfID. LANII/rTm NEAP. ' - .• - . AMERICAN INSTITUTE OF STEEL CONSTRUCTION - "SPECIFICATICO FOR TEE - • DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL. ". . t , MATIRIA1i AND ALJOTAILE.STREd9ES:. S . AMERICAN WILDING SOCIETY - A1d STRUCTURAL WELDING Cool: . _ - . ANI3RICAN WOOD PRLSERVER9 BUREAU - ANPB STANDARDa FOR PREMIUMS ' BEAM /POST 8121 ' VOOD.SPECISS GRADE .Fb(SIEGLE) Fb(IEPET.) • It . ' TREAT= MATERIAL. . • STEEL STRUCTURE PAINTIIO COUNCIL-- SSPC REL STRUCTURES PALRIMO - 23 JOISTS . ' 0.1.-LARC3 ,2 1250 PS! - 1450 PSI 95 PSI - ' SANDAL. 23. . • II.S. PRODOLT STANDARD - Pd 1- • . 28 STUDS•:. REM -F1R STANDARD 450 PSI- '525 PSI 75 PSI -34 :4:... par: =O BUILDING CODE, 1961 ITIOt. - , - - 1 - HRN - .. SUPPL. 1963 '48 BEAMS 6POITS D.l.- I.ARCE /1 1500 PSI 1750 PSI 95 PSI WESTERN WOOD PRODUCTS ASSOCIATION - 'IPA ORADIRO RULES F06 LUMBER .• _ [ I _ �7xFO T- tc_ AND PLY/MOD. CLD -LAM BRA.s • D.F. -LONGS _ 241 -V3 2400 P51 - 165 PSI �!t 9 4—' -----4 �•,. }t, • ICED REPORT NO. 2409 - PNEQYATIC & MECIfA112CAIL1' DRIVEN EU::a210 ' U CONSTRUCTION FASTENERS. - ' 1 F:AUCry 'Ix c�i7.;!! - STRUCTURAL DESIGN IS IN ACCORDANCE VITA TEE LATEST EDITION OF - • • - ^ I ABOVE cGDSS AAD STANDARDS. . c Nii*c1'oR SMALL COINLL- WITS TEE .. - - • • . II • LATEST IDITION cN ABOVE CODES AND STANDARDS. s. I. D> '_pLTR00D TSICnNESS, GRADE AND dAILI1IG: - • .".:..._. _ t *M. l $ " e _ • - . -inn' ' USAGE : TRICE- GRAD! INDSI • NAIL PANEL. BURT. INTI AT y -- _ . '•2, J LIVE LOADS: FLOORS- STORAGE 125 PSF - - . :N ESS l GAZE NAIL MALL- MEDIATE. • DEAD LOADS: FLOORS _ • iS PSi - - .. _ (GAL) MAIL -. . N AILI N G . - BOI) IMO NAILING , 7OONDATIORS: - .: ' - noon C-0 • I .. PLACID OVER FIRS NATURAL SOILS. IJ1021ROS GRAIL BU IS-INC/1S a"Li1i110 V � DIAPt0tA0M .:'.T&O .. . { .S N1t IN1" SElOWADJACON7 FINISHED GRADS GRADED ALL FOOTINGS BEAU.• :. - y , • - - '• �•b %r:ili:••. ) - EITLRD 18 IRCNLS MINIMUM BELOW DUSTING NATURAL GRADE UNLESS - INSTALL PLYWOOD MERITS WITS F ACE GRAIN PERPENDICULAR TO FRAMING. IUCOD. •OildauiSE NOTIM OK PLANS.: DESIGN SOIL MEARIIIO PRESSOR; 1$ 1600 { 8lAOGQ JOINTS IN ADJACENT mars. ' - - • P3V. . - '1. : r 1111111/0 RR O CORRECTORS Aft R.I.•B RY ON EUAL 07MAN COOAQ. a 1 ! - • ' ' • •:: ONLEMS OTSERPISE anoint, vu NAILING S ?MLA M0: 25-Q OP • • - 1 t • - DEC. 1983 IDITIOR. ' - _ I t GI1ID LAMINATID AMARA : Sana, BE IMDUSY=IALMPPEARANCR. r • I - . CAST-IN-PIJ1 . • • .., : . , •'...; :.• , - - - - t • - ALL CONCRET1 EMAIL ATTAIN MINIMUM COMPRESSIVE SZRIDGTE OF 2000 PSI. Jr AI ' ' • - - - \Iv, + - r00110112111,2117011121_10 TARTS OR JEAT1ER•� IS .7106111211-1/213/ ' 2" _: •L1s! DETAIL (3 8971 11 . . n. '. • . 4- /An* I � ''7T(( • • I /5 AID 8"Aii.Q SAES... 1.5°. :^ "�� :ad w `_ . - -- _ - -._ : ?AY - 011R1'OOICRETE - BLASS. VAILS. JOISTS-ft/14 AND 818 MANS ' • '1.5";': • _ '- 011 A11D MMALLIS SANS... 76"•.: :: .• • . • P h h4G �-0 r 'i 0' - TEAMS. C�.OSIB -. P"IMART lEIJP0tCDNAF 1.3" _ . . - • ' . - TIES. 8TIBRO15. 31I1318 : 1 :5' ,1-,-,...,_--------..--.....-- - •- • ALL TOR- d1ROCTORAl. SLABS BULL IlE PROVIDED WITS CONTROL JOINTS. : f I".�'•i "i� 1F := '2. : i 'e F :✓, �r� . - ''� - -il— - • SAVED OR CAST TO A DEPT" OF 1/4 TIE SLAB TEICQDS. •AOCOBDIIG TO .• 4j ` • . Tla•F01LOWII10IKR ID0Liz . - S! TRICEPSES 11-' TRICEPSES 11AIIMIIM DIBTAIICE SElSEEN AIRES t r RfJL'� LT'4-t:F7 r f .e. AT•A` - `D" . -- 2 112 8 • i 7711 /// BNITTID•SO TQ 11c1I110? FOR 1 - i CONTROL JOItIT LOCATIONS BEALL RE SU t .. - - -_. __ . - - .... • APPROVAL PRIDE 10 TMR t1*ST10CTI0N. - -. - : - , . I , I — TO T _ : o /DTLCt :t ••,C .L• rt lsas - - /me LRY$T.;_ S : :? INNS SOILDIING 1O111NDATIONS 0115 4 FEET PIGS S1lALL NOT 8E BACiQiLLUD' _ i ! ! . _.— , :n• tit.' •'r .$uy' LR[NK[NG nwT[R co. R6MTaN. tM► - :, - UNTIL TIM FLOOR JOISTS IRE INSTALLED. 2"E FLOOR SSIA IRO IS t I - - r te • - -- , t a- .gy.:711..1 O... &' R v .. - SAILED. IASSKENT SLABS ARE CAST. AND 171E CONCEITS EAO•A1TA11ID _ * J N iYtt� ! 3 V ITS DEBT= 51REE01E. -' - - '`! +___-.. . 'STAINING WALLS INTONE NO BE I/ACOILLID ORAL 111 CONCSETE SID : j • 1 r • . ... .- CATE 3 . . . . . I ! . ` .; �' /: /t/. - - c* gC ! W „ I•`I ATTAIBID ITS 013ION SiRA1G1E. : • t I c . - �• t G. +rKtc L S 1 . - AL AIR : . 1• _ _ _ - LApx'K. SAAOOLA - A ICMIiiGT•. j -- -S' D A:' !' s 0rC�3j -Ct �: 1 ►sr�.'- ‘occisitafro ' , i1 L. •!;r- .t--o. : f � L � , I: •e �aa.)I • e — -- — - - nr.R it fr:x.:� RECEIVED - - -- - --- . CITY OF TUKWILA - PERMIT CENTER � A / ON ' "!, Pa Z d INSPECTI RECORD INSPECTION RECORD ■� (7 Retain a copy with permit JSb 1 Retain a copy with permit "5 r 0 4 INSP TIO NO. PERMIT NO. ' INSPECTION NO. • - PERMIT NO. g CITY OF TUKWILA BUILDING DIVISION . CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 206 •∎ - ) 431 -3670 , � 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ; (206) 431 - 3670 Proje Type of inspection: Project: Type of inspection: 5 4 7 4 Address: Date called: j 1 / i 1 - Address Date called: - . - 1zip S , 1 ZO / I c C (� : ,.: - 7 � ________,_,..2_4f0 Special instructions: Date wanted: � 1 ! 4 I p,( rl S instructions: Date wanted: �/— �� aA� Requester: 1! Requester: � 1n� a Phone No `' Phone No.: .---'- BLS — Z L 1 Approved per applicable codes. - WCorrections required prior to approval- n Approved per applicable codes. XCorrections required prior to approval. • COMMENTS: • dV Zs � ��J�� _ COMMENTS: 40 4, ' 1 s. 5 r_v /) 3 -ems 70 / a -' - ia /0 _ ‘ 4 /v - . .... ..._. --(/ /. r - _ - - _ - - - _ Al - - . l L' ! „ i , Y.) .4-dei i-e- li -uk4.4. 44 wifi/ 1 ..6q Ano> A N. r.. - , s . i ., t.. r. . .A.... 4 .• A i - cp.- i.. .A* t �( S k f, R; R",,,. �I 4- , ;/ -4 �t► /c.,5 - l -. 5 /14,/ � /r/ r � .- 61:0 144)7 110w gilded" .-, V bF 3 W� Z 1� . r1I.7 seers. 4'h _A T - / A Gig SS 1-41 .r ii 1i% / ad ltd 1 044 retli " rat_ tot // .7Iz([,,7, A7 7' a / h . R &J t ° 0 c-- d6 CeirP, ossprih 1 ";.:. :;.- ,4-160 f. , , phin i-04/1ga, • I inspector. __;. , Date: , �` _ I Inspector: r - Date: 1 1 $42.0 REINSPECTION. FEE: REQUIRED. Prior to inspection, fee must - - I 1 $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid-it 6300 Southcenter Blvd -, Suite 100. Call to schedule reinspection, be paid at 6300 Southcenter Blvd., Suite 100- Call to schedule reinspection. Recel,{No.: Date: Receipt No.: ,. _ Date: I ;Ay I Y• i ce - .¢p Y _ _. -. .. .. r ' BUILDING DIVISION COMMENTS DATE: 11 /21/96 PROJECT NAME: Crystal Springs Drinking Water PLAN CHECK NO: B95 -0405 Plan Reviewer: Contact Bob Benedicto at (206) 431 -3670, if you have any questions regarding the following comments. On November 8, 1996 we received a "Revision Submittal" form titled "Information to correct "Punch List" by Bldg. inspector ". The following comments are itemized responses to the Change Orders that represent both field revisions made to respond to the building inspectors correction notice, and field changes made otherwise. Change Order #5 a) O.K. b) Structural analysis by Rupert Engineering, Inc. concluded that (2) #5 @ top & Bot. are required for the concrete stem wall. Provide analysis or narrative, as required, to qualify this change. % c) Provide detail to show how the LTT20 (s) are to be installed in connection with the , -truss joists and the post. Also, provide information which qualifies the equivalency of the / (3) LLTT20 to the CMST 14 x 16. d) O.K. f e) Exterior gypsum sheathing is scheduled on the approved plans to be nailed at 4" o/c at all edges. This was established by Rupert Engineering calculations. This revised nailing cannot be approved without qualifying calculations. -7 ' ,, CHANGE ORDER #6 a) O.K. j_—b) The required rating for the insulated steel door at the North wall is 45 minute fire resistive rating due to proximity to property line. c) Glazing for new window and door shall be at minimum double glazed. - Provide revised plans and elevations to document this change. Also provide specific details and rational analysis for the wall bracing and 12 -foot window header. d) O.K. $tL �r y dt CITY OF TUKWILA , e C li"� ► p Department of Community Development RECEIVED t I .. CITY OF TUKWILA li.% 0 Building Division- Permit Center '` 6300 Southcenter Boulevard, Tukwila, WA 98188 NOV 0 8 1996 1909 Telephone: (206) 431-3670 PERMIT CENTER REVISION SUBMITTAL DATE: 1 //5 PLAN CHECK/PERMIT NUMBER: 6 lh'r�0 5 PROJECT NAME: g *MG- 5,4 , j»re/Nix./'-4 te).- f2 PROJECT ADDRESS: 72,2-0 . ( CONTACT PERSON: 42-4-6 ) C t Zzeiti PHONE: 7 5(- P .Zi f? REVISION SUMMARY: i41i vieiefA77o i - 7D �� 1r' i �N G i( G /S7 it e ig(L, , / 5/ . 7732 SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO∎sul t CITY USE ONLY f.) pp , u a , : f r ti i f 4 W t , i1 < . t _ / i <4 ; r Yr ✓ } ' 444.w. �'�' �i � t +r � � 9r C� s� Bldg:. , P/anning-:> °Flre}f _.. , P,. x, y .: rt ' 3/19/96 C L ' :, RECEIVED CHANGE OWNER ❑ CITY OF TUKWILA ARCHITECT CONTRACTOR ❑ NOV 0 8 1996 ORDER FIELD ❑ AIA DOCUMENT G701 OTHER PERMIT CENTER PROJECT: Crystal Springs Drinking Water CHANGE ORDER NO. 5 (name, address) 7220 S 180th Street TO (Contractor) Tukwila, Washington 98188 C.D. Construction 7 ARCHITECT'S PROJECT NO: CONTRACT FOR: L J CONTRACT DATE: You are directed to make the following changes in this Contract: a. Delete requirement for slab edge insulation, except in toilet rooms. Envelope UA Calculations submitted to Bob Benedicto (Tukwila Bldg. Depts.) verified overhead doors were insulated. Compen- sating building insulation, as well as overhead doors, offsets the slab perimeter heat loss. b. Delete the second #5 top bar in the concrete wall, Detail D, Sheet 4. Provide a single bar in all walls per Detail B, Sheet 4. c. Change detail 5/6 on Sheet 6 to replace the Simpson CMST 14x16' long w/3 Simpson LTT20. Install 2 on top chord of the double truss joists and 1 on bottom chord of one of the joists. Bolt thru post with 1/2" bolt with nut and washer countersunk. d. Ea st stall 1/2" plywood shear panels may be installed on the interior side of the wall. V )\, I Exterior gypsum sheating to be nailed or screwed :7" o,c. per l specification on Sheet No. 6 of Plans. The original Contract Sum was $ 248, 574.00 • Net change by previous Change Orders $ 18, 696.00 • The Contract Sum prior to this Change Order was $ 267, 270.00 • The Contract Sum will be (i k(kIgc 3 e (unchanged) by this Change Order . . $ . The new Contract Sum including this Change Order will be $ 267,270.00 The Contract Time will be (i gel( Rca ) (unchanged) by ( 0 ) Days. The Date of Completion as of the date of this Change Order therefore is 11/15/96. The Architectural ARCf� Rants'; Inc: CUNTRALt ons - t °n- &- Mgt llen Cullen '.-5« —e `'� / .- = . 7 2 2 0 S . 18-9-th --St - Ad ress -1i> Acfd e S Address . . :8 . :: Tukwila, Wash. BY ..I elle' _ BY ', i . -.. BY ai).- DATE /1/7 ,r H93., 4 + DATE !1 g f i DATE t\ DATE OF ISSUANCE CHANGE ORDER NUMBER ei/ s/ AIA DOCUMENT G701 • CHANGE ORDER • SEPTEMBER 1966 EDITION • 01966 AIA® THE ONE PAGE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 C "�,.,, RECEIVED CHANGE ARCHITECT CITY OF TUKWILA HITECT ❑❑ NOV p 8 1996 ORDER CONTRACTOR ❑ FIELD AM DOCUMENT G701 OTHER ❑ PERMIT CENTER PROJECT: Crystal Springs Drinking Water CHANGE ORDER NO. d (name, address) 7220 S 180th Street Tukwila WA 98188 TO (Contractor) ARCHITECT'S PROJECT NO: r C.D. CONSTRUCTION CONTRACT FOR: L J CONTRACT DATE: You are directed to make the following changes in this Contract: a. Change future mezzanine columns from as shown on Details 1 and 2 on Sheet No. 1 Foundation Plan and Floor Plan, to terminate at the floor line. All other conditions of rebar and concrete apply. Proposer, future steel columns will have steel base plate bolted to column footings at floor line. in north wall adjacent b., Add 3'- 0 "x7' -0" insulated steel door and frame' to Men s Toilet Room. Door to be rated for 1 -hour wall construction. ,2 c. Install 12' -0" wide x 4' -0" high window set in aluminum frame at SE corner in south wall. Change steel 3' -0" x 7' -0" door and frame to aluminum door with full glass. To offset reduction in bracing value of omitted sheathing, install three (3) 10' -0" long ( ±) diagonal braces between top plates and beam over window. Locate as directed by Architect. `' d. In lieu of specified post and beam caps specified, install Simpson ■= MST straps with 4 -1/2" bolts (lags). The original Contract Sum was $ 248, 574.00 • Net change by previous Change Orders $ 18, 696.00 The Contract Sum prior to this Change Order was $ 267, 270.00 . The Contract Sum will be fac i) igc diket (unchanged) by this Change Order . . $ • The new Contract Sum including this Change Order will be $ • The Contract Time will be (i qp k(RIR=0}04) (unchanged) by ( 0 ) Days. The Date of Completion as of the date of this Change Order therefore is 11/15/96 . The Architectural - ; *,- grey g t Allen Cullen AR�UEsultants 1 Inc. CO R H MO , OWNER Addres 621 STrander Blvd. Address •• . 7220 S 1 A0th et,• Tukwila /// WA 98188 Tukw WA 9. Add ress ! 88 Tukwila WA + BY g,sCt �e.� li .t/4/ BY ifr* 411 / BY a2 DATE DATE p , DATE l t a` g _ DATE OF ISS ANCE CHANGE ORDER NUMBER 4 AIA DOCUMENT G701 • CHANGE ORDER • SEPTEMBER 1966 EDITION • 01966 AIA® THE ONE PAGE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., NW, WASHINGTON, D.C. 20006 . .. . ; 1 R O B E ' T `, I I 11'RIIf'Iatip(V11, atNSIi1;0\li' \ \li \I , ;o1 III II(;SOI IIIIInt1Likl:Fa sI:R%ICK5 SPITE 5114:4 SI 111•.21121. l !'llkl'(1111'1'lll\ tilt• \TTI.1:. \111'11 \ !1!41111 II(1 \(III II II111 III 'Itinl.( wi,i:HIII1\h: (21Ni1 I'I':I•I:I'IuI \F 01014 - 614.1.4 , 1 A S S O C I A T E S Kt \ 006)621.97 III I \: (um4t 1 .I :.22141 I:ON4I I I'INI; N: \G ;NKl:RS RECEIVED CITY OF TUKWILA APR 1 21996 April 11, 1996 PERMIT CENTER The Architectural Consultants 621 Strander Blvd. Tukwila, WA 98188 Attention: Mr. Carleton Tollefson sq. ✓ -to).5 Regarding: 95 -T -33 (Crystal Springs Drinking Water) RFA #95102 -33 Dear Mr. Tollefson: We have received Addendum #2 dated March 13, 1996, (Revised 4/8/96) for the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no additional comments. We have forwarded two complete sets of revised drawings along with the corresponding Addendum #2 dated March 13, 1996, (Revised 4/8/96) and structural calculations to the City of Tukwila for their records. Please forward a copy of this letter to the structural engineer of Rupert Engineering, Inc. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cryst Kolke CLK:5 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95133 ^5,doc 1908 June 3, 1996 Ms Cullen Crys Springs C pri t i l i l gs Drinking Water, Inc P.O. Box 88322 Tukwila, Washington 98138-2322 Dear Mr. Cullen: RE: Extension Request for Tukwila Building Permit Application #B95-0405 Crystal Springs Drinking Water A one hundred eighty. (180) day extension to the above-referenced application for permit is granted. . Please be advised that this is the only extension that will be granted on this application f If the application is not approved and issued by November 28, 1996, the application B95-0405 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, • wane riffs , Building Official File; B95-0405 /kjp . • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax- (206) 4314665 • ... .. Crystal Springs Drinking Water, Inc. RECEIVED P.O. Box 88322 Tukwila, WA 98138 -2322 MAY 2 8 1996 Telephone Fax COMMUNITY (206) 937 -5001 (206) 251 -1577 DEVELOPMENT Attention: Mr. Dwayne Griffin Dept. of. Community Development FILE (:(11 City of Tukwila 6300 South Center Blvd. Tukwila, WA 98188 May 24, 1996 RE: SIX MONTH EXTENSION, BUILDING PERMIT NUMBER B95- 0405. Dear Mr. Griffin: Joanna Spencer in building permits, City of Tukwila, re- quested I request a six month extension on our application for building permits. The reason for the delay was due to securing the easement from Puget Power for the storm drain run -off and the delay in processing the boundary line lot consolidation. My telephone conversation with Joanna Spencer and Alexa Berlow today confirm that the only outstanding delay in issuing the permits are the boundary line lot consolidation process. Alexa Berlow, Associate Planner, has processed the B.L.A. forms and is awaiting signatures from the Directors of the responsible Departments. Thank you for your consideration in this matter. 5-1-' 70014 e,v4f%ierrl' Sincerely, of ,5 ,E5 •/J CW, 7vcti Allen Cullen )9 - M c w 8!c . P e ( n , % I/Ca e x p i r t 4 f m i t t - / 1 - 0 , 1 9 i/ p #/ 5 / V /f) ' ' ''' ' .... '. ',."';-; ••' '' ' , ?. • . . . • • , . . • . , • , • , „ . . . , . . . . C •,..• :.... ,,.. . . . . . \ ‘‘14111j1; II/ ' ' . .' ' . . , • ;. ' . ,‘ ............ ■ ...... .44_ ,, . . . " . ' . . ' . •■• e . . . . . . . . - Ss ', • City . . .1 ' • ' ' . : • '' i iN Ili aft.. i . ... \ ‘ 1111! "0" ... .1 0- . )t:) ', . Liity . of Tukw i . ... . John W Rants, Mayor . : - ; -449 %,.:4 ,.., , . . . — . -. %.1 Department of Community Development . - Steve Lancaster, Director \)., 4b. • - , . . .., . . . . . Il k ........... .. ...... e p . . . . . . :. •;., .....- . . . „ „ . • . . . . - , ...., . -• , • . . „ . . . . ... .... , , . . . , . : ... • • . . : „: •,• .". ; „ . . ,.• : , . ..:, . , ; , „ .. ; .,. .• , -.. . . . . . - . .". . :: - • •,., , . : ' MEMORANDUM :- ." •'. - :. . •,..• ::. .. .:... . .- - .,.: : •. :: .. , . . . . .. „ . . „ .. . . . . ...: „, ; .. .. ... ; . ..„ .... , .. .: :. ..: .. . .... . . . .„ . . , .. . : ..:: , : :- :::: " " : ,.. . .. .• : ..: :.:. .• • .., .. ....: •.:. : „ : „ • . :. :• : : :„...... , : . ,. • : , :.•,.. • :. :-• , : . . .. . ... . April 26, 1996 • ..... .- „: :. ., TO . Du a n e . Gn ffi n . . . , ...„ .. ....... ., Building Official . . . „ . „ . . .. . . . . ... . .. . - Alexa Berlow FR: ' • Of . • . . . ., . ... . , . . „ . . . . .. . . • , : . • . . . . • . . . .• ... .• .• • . . . . . „ . • ' • • , • •. .. . , .. . • „ .: , ,:... ..... .• • .. : " . :' - ‘..•. - .;,:, '. • •:. A ssociate Planner , , : :...- . • .. . , ..:,• ,: •.• ,, ,„ .. . , , ... •, ... .. , • . . .. , , . . „ , . . . „ . . . . , . . . . . . . . . . . , . . . . . . . . . • - . ... ,. • . . , , . .•, . . . . .. . . . „ . „ .•: . . . .. . . . . .• .. :. . „. , . . .: • • ' ",: ‘• :'-• " • I :: ,•• RE: • :.Crystal Springs Drinking Water, 7220 S. 180th St. . • • - , • • -• : • • •• • ' - • ... :: •• ., : .. , :, ,•...• : ' .- • .'•-• :•• :, :. •.• • ".• ': . - , ' . Building Permit #B95-0405 • . . , . . . ., • , • . . • . • : . . . . . . . . . ......... . . . .. . . • • . . , . • . „ . . .. . . . .. , . ... . ". , • • • . . . . . . ,........ . •: .. . . . „ . . : • .. .. .. .... " . „ . " . : .:. -: •• ' '• '. Building plans for a warehouse and office building have been reviewed by the • •. . ., : . . • . ... : . . : • Department of Corimiunity Development. All minimum development requirements for a • . • i ••• . • : site in a light industrial zone have been met, except for parking requirements which are .: •...• : ' :-. i , •••, • . .. . . . • : ' . • ••• .• slightly off , by one (1) stall. Parking requirements for light industrial zones are • • • : . . : • ..... „ , . . • ' 1/1 , 000 s.f..for warehouse spaces and 2.5/1,000 s.f. for offices. Current plans propose. . . ..- • • •, . . • : . . , . : ,, .. ., ..• . • three (3) existing parking stall which fall under the total of four (4) required by one (1) . • • : ," :•. •. - : . •,, . • stall for the site (warehouse and office combined). . • . • . . ,. . . . . . . . . . „. „ . . .... • . , • . , . . . .. . ., .. , • . . . • . . , . .. . , . . . . . . . . . . . . . . . • • . . , . . . . . . . . • . . • • . . . . . . . . , , . . . .. . . . . „ . . . . , .. .. , ... . . . , . . ... ., . . .. . • . • . . , . . , . . . : „. •. ,.. , .. .:: ., ,- : ...„-, ..., „ „ . ,,.., . , . . . „ . . . . ... . . . .. ,• • . . . .. . . . . . , • , . • : • ... . , . „ . ,. . . . • . . • . : . . .. , „ .. , „ , „ . . . . • . . . .. . . •. , • , . . „ . ... ....... ,, . ., . ... .., . . . . .... . , :.. .. .. , . . . • , . . . • . ... . . „ .,... . ... . ,„ . . ., • . . . .„ „ . . . • . . .. ... . „ . . , „ . . „. . . ..: , „ • • . , . . . , .,. . .„...: ... „ . . . . ., . . . . . , . . . ..., , ,„ • . • • , . : . „ • . , • ... : . .. . • . • , .. . ' . . , . . . . . . : " • . " . . . • . „ . . , . ..• .. •: ... , , , :..•„ • . , , , ., " • • " • " ' ' ' — • - ' - • - " - . • . . „ . . . .... . . ., , , .. . - , • • . , . . . . , „ • . , • .• .. . :, •, . • . .., ., : ... . : - .. . . . . . . . . , . . . • . " . :. , . . .: . , . . . . . . , .. . , . . . . . . . . . . , . . . . • „ . . . . ' • • . . • . . , . .. . . . . .. . . . . , . . . . . , . • , . . . • . . . • , . . . • „ , . , . . , . . . . , . • . . . . .. . . . . . „ . • • , 6300 Southcenter Boulevarc4 Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fvo (206) 43!3665. • - . , . . . . . .. . . . . . . ,.„ ... ' , ,,, , , • • . , • . , ' ' ' . ,,,, .. , ',, ' ` . ' ' ; ' . ,. ' • ,' '- ' :. ''' : , ' ' , '' . - , .' ", ' • , , ■ . , , , . ■ , , . , . , , ' . , , . . . . , , - .-------------'- •-• RECEIVECIPR 11 199P ECE1VED onsultan , „ c; ts In . The atectur 98188 ( 575- APR 10 1996 Arch! • - Tulaflik, Washington 621 Stinfidsr Bctij 1313 ROBERT FOSSATTI ASSOC. h 13, 1996 (Revised 4/8/96) - mar c GS D C RYSTAL SPRINGS DRINKING WATER W RYSTA Addendum #2 th he drawings: changes to - following _ Make the 2/1, Sheet Add the Ad following both ends of shearwal t ?/(io 2/1 applies to. — ing note to Detail 2, I. Struc tural S A',/: Detail , y sen _e . Welding s hall 2. Mod 4- nce • follows • . to read as welder ... of paragraph Sbterudcone b '' certified 4 p eo. of b a te W e A l S F O Shee Floor Live 3. Structura Notes on rage. The r-L 61/ reinforce d floor s lab mezzanine sto rage. e building's a t _n_. place. Sheet 5: letto:dldie.:fgne7O:dsto ' . . o nly to t he . . , which can handle either loading t any , . • . . . , ' - ... .., ., , •..•.•.••. .. ,. R O B E ' T I'ROI'ESSIOX II, 4111 SECO \t1 110I 1:8(11 n I IL hot III 10111...1. '410.11 ) l ` VIII) `' I I I SEIi\'lla:ti SUITE rLE II I :+11'LI; C(1R1'(IR tiK {TrLIi,U• \tillt\Irl \!IItl114 IIII \01.11.1 IIW1111 1.1111 '11111• :PIII► \I.. 120101121.11103 11:1,1-.1'110 \I. 11100) A S S O C I A T E S m:121110 ()21•!17a0 VIA Om :. 1 1;11 ITING I :MJNEEKS •, 2) 44" March 12, 1996 The Architectural Consultants 621 Strander Blvd. Tukwila, WA 98188 � Attention:- Mr. Carleton Tollefson SS ~ O -1J cs Regarding: 95 -T -33 (Crystal Springs Drinking Water) RFA #95102 -33 Dear Mr. Tollefson: We have received additional information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51-30 WAC). Our consents follow: 1.... Clarify the drawings to assure that Detail 2/1 will occur at both ends of the shear wall. 2. All welding is to be performed by WABO certified welders. Revise the Structural Notes. 3. We noticed that the Structural Notes on Sheet 5 indicate a live load at light storage areas to be 125 psf. Page 6 of the calculations submitted by your office only use a live load of 50 psf for the 13' span which we understand to be for the storage portion of the mezzanine. The design must coordinate with the intended use. Please clarify where light storage areas occur. Please forward a copy of this letter to the structural engineer of Rupert Engineering, Inc. 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. RECEIVED Crya al Kolke CLK :4 MAR 13 1996 • cc: Mr. Duane Griffin City of Tukwila COMMUNITY 6300 Southcenter Blvd., Suite 100 DEVELOPMENT Tukwila, WA 98188 95t33 ^4.doc • • • • • :,,: _....,..: R O B E T 1I'KIIF'Ia$III \11 •10151i1:11\I11 \I:VIIt5111'lll 1105111 IIII11111J.'IRF.I I r / ` I I 1.3136 ICES 5111'1::111'1 II 1111111:1 l I;tIKI'lIK \'1'111\ tit: 1 'I'I'LF:.111tif11 \I�I'll \!II{I(N 1111 \111.11.1 11111311.IGa1.: 111,1 1'2111111121.11111:5 Ii:LLI'Ipl \I I:IAl1 .Lb1.01 1 S S O C I A T F S F'1,: (204311321.97411 I 11111131 11 .22m. CI I \ ~1' 1.1'1 \13 1i \ 131 \ I:I:KS • January 16, 1996 The Architectural Consultants 621 Strander Blvd. Tukwila, WA 98188 Attention: Mr. Carleton Tollefson ( S " O L O5 Regarding: 95 -T -33 (Crystal Springs Drinking Water) RFA #95102 -33 Dear Mr. Tollefson: We have received additional information on the proposed project which included Addendum #1 dated December 15, 1995, and Addendum #2 dated January 5, 1996, and have reviewed this information for compliance with, the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our comments follow: 1. The lateral design is insufficient. We must recommend that a licensed' structural engineer be provided for this project. It will, therefore, be necessary to provide calculations and structural drawings stamped and signed by a structural engineer licensed in the State of Washington. All addenda information should be incorporated into the new drawings. We have made some basic guidelines for the structural design, however, the following does not reflect all the needed design considerations. 2. Complete the Structural Notes: a. For masonry, indicate mortar Type and revise reference to masonry "comprehensive" strength to compressive strength. b. Indicate Wind Speed and Exposure used for design. 3. The structure must be designed for lateral forces. Refer to Chapter 16, Divisions II and III. Provide supporting calculations. Details need to clearly show a load path for such forces from the roof to the foundation. a. The design must utilize the tributary area method for transferring lateral forces to shear walls. A concentration of forcea.will occur along the 16' -6" wall west of the Wash Area. .A.drag member must be provided and connections clearly detailed. Check overturning at this condition as well. b. Consider chord forces at the roof diaphragm. c. Analyze lateral forces in the E/W direction. Where the new building is connected to the existing structure, indicate new and existing forces and show adequacy. JAN 17 '1995 COMMUNITY DEVELOPMENT •,. • • , , .. '. '''.," " * ,''''' , ... ,.. ' ‘'‘,, ' " , ; . .!,.,,.-. . , .,,, . ,, ,'•... ,',.-.."...--„ ' .".. , '",-,‘ - , -, :' .... , ' ' ' ' •',.', ' - ' .,. ' ' ' ' ' "" ' - , ': " January 16, Crystal Springs Drinking Water Page Two Sheet 5 in i a 50 psf'live load for sf. Page to be :e a for the storage mezzanine of 125 p 4. We noticed that the Structural titiot:s6orolf511:a calculations I the lculat ns on por tion of the mezzanine. span which we understand design must coordinate with the intended ents in e ions to our office, as Please forward a copy of this letlzr mm of revised calculations enR::11bM(J3.:ntW:lt:Pli::dof revised drawings and one copy 0 respon d to the above co e required. Very truly yours, ROBERT FOSSATTI ASSOCIATES, /N • , P S , . Colke cc Mr Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t33'3 doc . , • , . , . . , RECEIVED JAN17 1996 COMMUNITY DEVELOPMENT . ;t:6; ..c :r. :.:.,...•.,.,_,,..._..._... ..... .•_.,.:.. .••...•...e1,... 1 1 . 1., ..... «:..abad4......6 a,KM ewI.e„uF1.Valt uznry OWINVitgOri Yet1,0 rt .....••■ • (r• 4 S City of Tukwila John W. Rants, Mayor 2 Fire Department Thomas P. Keefe, Are Chief 1908 January 16, 1996 Fire Department Review Control #B95 -0405 (510) Re: Crystal Springs Drinking Water - 7220 South 180th Street Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1.. An approved fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. An approved fire alarm system is required per City Ordinance ( #1742) An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (City Ordinance #1742) (UFC 1001.3) 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 #1742) (UFC 1001.3) Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1742) Local U.L. central station supervision is required. (City Ordinance #1742) 2. The total number of fire extinguishers required for Headquarters Station: 444 Andover Park Fast • Tukwila` Washington 98188 • Phone (206) 57.54404 • Fawr (206 ) 575439 .. ..... r ■ . ..._ .., ».�•. •:... •..�...... _. ......•w,nw^Nt4..r.: w••.rrw..e.. .nrs+rnr..R' et.I...V,Y:M+'MViMvP4i. $0.$4YN .%$$$q $$ T dUk. A. Y! r; ^ AYi TiYV1M1Atn .. i.n,.. «..Y .................... .....�.« ... . ..«.,....... +w • CI o z City of Tukwila John W. Rants, Mayor 4 Fire Department Thomas P. Keefe, Hre Chief x ...MwNM PI 1908 . Page number 2 your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be. 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, . they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so • that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) 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 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) 3. No point in an unsprinklered building may be more than 150 feet from an exit, measured along the path of travel. (UBC 1003.4) . 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 5754404 • Fax (206) 5754439 ... .... ,..... _. • *$1 h, ' t City of Tukwila John W. Rants, Mayor 0 ? Fire Department Thomas P. Keefe, Rre Chief 1908 Page number 3 . - x locking devices shall be of an approved type. (UFC 1207.3) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1 - 1212.8) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 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. 1 (UBC 1012.1, 1012.2) 4. When two or more exits from a story are required and when two or . more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 5. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone. (206) 5754404 • Fax (206 5754439 • • a•PLA, , (•.... ` kc y o f C it Tukwila W. ila John Rants, Mayor 2 Fire Department Thomas P. Keefe, The Chief ....._ 0 1808 Page number 4 • 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 701) When fire dampers are required to maintain fire resistance of construction, they shall be installed in accordance with their listing and U.B.C. Standard #43 -7. (UBC 713.11) Fire doors, fire windows and fire dampers shall have a 'label or other identification showing the fire protection rating. Such label shall be approved and shall be permanently affixed. (UBC 713.3) 7. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 8. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be • compression type, equipped with two 2 1/2" N.S.T. hose • ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 9. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax POO 57$44.39 �' : » • „ , ,. .,.... ... .. .. . , �J �W 1 u` �'� C Ci ty Of Tukwila John W Rants, Mayor 4 2 Fire Department Thomas P. Keefe, The Chief 1908 Page number 5 • • the street. Numbers shall contrast with their background. (UFO 901.4.4) 10. Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. • Yours. truly, The Tukwila Fire Prevention Bureau . cc: TFD fiel ncd • • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (20b) 575.4404 • Farr (206) 57S-4439 ;,,. • . .., •, R U. •B E T 11'141)11•:SSIU \!l. 4111 8Ii01 \I, 1 \i: i I. sill III Ilbinl III IU!I'CI ' ikI.I I t I `r a ! I r NI (11:210; I / `� SFk11Ch:S Sl ITIS 311;4 l / (.01 U utm SIB.1TI'1.1 :,111tiN4\1�tU\! Mi4 Il!1 \id,ll.) II \11\11 ut!Lt 1 \ II:I .1:1 \Ii. (2111i) ;l •t I:I.F.I'Ifp \I I I I(A41••rI•Id A'1 • 1 S 4 I l ( I !� ' F: 5 F \ \: (2l)) 621.97111 RECEIVED • • / 1', CITY OF TUKWILA December 28, 1995 DEC 2 9 1995 PERMIT CENTER • The Architectural Consultants 621 Strander Blvd. Tukwila, WA 96188 • Attention: Mr. Carleton Tollefson Regarding: 95 -T -33 (Crystal Springs Drinking Water) i_J'►J - o4Q5 RFA #95102 -33 Dear Mr. Tollefson: We have received additional information on the proposed project which included Addendum #1 dated December 15, 1995, and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our comments follow: 1. Complete Structural Notes for masonry. Indicate Grade and specified compressive strength for masonry, mortar Type, and minimum compressive • strength of grout. Refer to Sections 2103 and 2104. Provide additional , information to clarify reinforcing at corners, wall ends, etc. 2. The structure must be designed for lateral forces. Refer to Chapter 16, Divisions II and III. Provide supporting calculations. Details need to clearly show a load path for such forces from the roof to the foundation. We only received information indicating the shear value of wall, roof and • floor construction. 3. Your response letter dated December 15, 1995, indicated that the Structural Notes, Page 6, states that the future mezzanine framing will span only 13 /. feet. Sheet 6 does not exist in our drawings set and we do not find this information on Sheet 5. Please forward a copy of this letter to the owners Allen and Joan Cullen 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, • RO RT FOSSATTI ASSOCIATES, INC., P.S. Cry al Kolk CLK:2 CC: Mr. Duane Griffin • City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t33 ^Z,doc • ................,....+...,,. CRYSTAL SPRINGS DRINKING WATER - DECEMBER 15, 1995 Addendum #1 1. Sheet #1: Project Notes. Add: Applicable Building Code: 1994 UBC. 2. Sheet #5: Structural Notes - Carpentry. Add: General Nailing Schedule: UBC Table 23 -I -Q. 3. Sheet #5: Structural Notes. Add: Concrete Masonry: Load bearing units conforming to UBC 21 -4, 8 "x16" face dimensions. Lay with 3/8" minimum joists. Reinforce as shown on sheet #3, Detail D. Protect materials and work from temperatures below 40 F. for 48 hours. 4. Sheet #5: Structural Notes. Add: Lateral Force Distribution: Lateral forces are transmitted by diaphragm action of roof and mezzanine floor to exterior walls resisting shear. Loads are then transferred to foundation where displacement is resisted by the earth and sliding friction. Overturning is resisted by dead load of the building. Structural. Panel Nailing: 5/8" Gypsum Wallboard /Sheathing: 6d cooler nails @ 4" o.c. 1 layer interior finish +1 layer exterior, plus 1 layer exterior sheathing. Shear value: 145/2 x 2 =145. 5/8" CDX Plywood Roof Sheathing: 10d common or 8d screw shank nails @ 6" o.c. and 12" o.c. on intermediate supports. Shear value = 190. 3/4" T & G BDX Plywood Floor Sheathing: 10d common or 8d screw shank nails @ 6" o.c. on edges and 12" o.c. on intermediate supports. Shear value: 190. 5. Sheet #3: East elevation. Add note: Header for 10'x10' roll up door to be 6 "x8" H. Fir #1. 6. Sheet #3: Section @ stair. Change note on floor framing for RECEIVED DEC 2 0 1995 COMMUNITY DEVELOPMENT ' , , • ' . Crystal Springs Drinking Water December 15, 1995 Addendum #1 (continued) future mezzanine to read: 2"x12" at 16" o.c. Hem. Fir #2. (Structural Notes, Page 6, notes 13 ft. span.) 7 • Sheet #2, Floor Plan. Add Note regarding attachment of CMU trash enclosure to existing building as follows: Bond with 1/2" threaded rod or rebar set with Rawl "Chem- ' Stud" Capsules, or equal, at 16" o.c.; 4.25" minimum • depth into solid grouted cells. 8. Sheet #1, Foundation Plan: At northeast corner of existing building, add footing under post (shown on Sheet #2) similar to adjacent post footing (Detail C, Sheet 4). For column support at northwest corner of existing building, enlarge 1st 2 feet of exterior foundation wall to 20" wide by 8" thick. Post connections per Sheet #4, Detail C. 9. Sheet #1, Foundation Plan, and Sheet #3 west and south elevations: Dowel new foundation to existing wall similar to method for attachment of CMU. 10. Sheet #2, Floor Plan, and Sheet #3, west and south elevations: Secure double studs to abutting existing masonry walls with 1/2" bolts (with washers) set in epoxy cartridges and spaced at 4' -0" o.c. 7 1 1 REG r (Pp. 1 -**) 1 I • 1 ', G TOLL:F50t4 ATE CF WASHINGTON RECEIVED DEC 2 0 1995 COMMUNITY DEVELOPMENT • ..., ... The Architectural Consultants, Inc. 621 Strander Boulevai d - Tukwila, Washington 98188 (206) 575-1313 December 15, 1995 Robert Fossatti Associates, Inc. P.S. 401 Second Avenue South, Suite 503 Seattle WA 98104 Attention: Crystal Kolke Re: 95 -T -33 (Crystal Springs Drinking Water) Dear Ms. Kolke: The following notes are our response to your comments: 1. 1994 UBC will be added by Addendum #1, Item #1. 2. UBC Table 23 -I -Q Nailing Schedule will be added by Addendum #1, Item #2. 3. Masonry notes will be included by Addendum #1, Item #3. • 4. Structural panel nailing for lateral force (wind and seismic) resistance and lateral force distribution load path added to Structural Notes by Addendum #1, Item #4. 5. Header for 10'x10' roll up door added by Addendum #1, Item #5. 6. No comment. 7. Note on section at stair, sheet 3 on floor framing at the future mezzanine changed by Addendum 01, Item #6. 8. Attach the CMU trash enclosure wall to the existing building per Addendum #1, Item #7. "Chem- Stud" capsules have shear value of 1900# each; 5 required = 9500 #. Total weight of wall estimated at 6750 #. 9. Column support at NE corner and NW of existing building supporting 6 "x10" beam added by Addendum #1, Item # #8. End column load: 1760#. For NW corner, total load: 3320 #, Footing area: 3.33 square feet. RECEIVED DEC 20 1995 COMMUNITY DEVELOPMENT • „••• .';* , , . Robert Fossa Associates December 15, 1995 Page . •, • • 2 Changes and additions to the drawings are covered by the • ,.• enclosed Addendum .#1 dated December 15, 1995; two (2) copies enclosed. Calculations added to Structural Notes #2; copy „ enclosed. Sincerely, • • / „ . • THE ARCHITECTURAL CONSULTANTS, INC., • • . • Carleton G. Tollefson cc: St , •Mr. Duane Griffin • . ,„ City of Tukwila 6300 Southcenter Blvd., Suite 100 . . Tukwila WA 98188 - „ . • • .Mr Allen Cullen • Crystal Springs Drinking Water • , . , 7220 South 180th Street • Tukwila WA 98188 RECE WED • • „ . ; , . , . „ • • , • • . . • • . • . , . . . • • . - ; • • • DEC 201995 o c Ev o EmLuioUpNiviTYNT. • • R O B E' T •11'kWESSltl \.V. 4111 SECOND 1 \IN 1. •:tWII1 I IIiS.H'111IUIII ?I s'1141:1: I / \ l ` tiF;k111:F ti S 171 SIC{ ' ( SI I I Ii 20It: ` )SS t:nR1'tlkClltl\ tiK \1TLt:11 \Sltl \1;1'11\ 114i1N 44it \tltll.l II H1U!'N1tt. •I•Fi,I~K r201411i21•II111 :I 11:LK1'INI \t: HIII111 1.t.i•iii.'t I A S S O C I A T E S 1. \ \: (204) 621 -97411 I'% \•:Hliii) ll•__pni r \sI I ;rIVC h\CI\I:I:I December 13, 1995 / / I/ The Architectural Consultants 621 Strander Blvd. Tukwila, WA 98188 01-4c5 Attention: Mr. Carleton Tollefson 6 95 - Regarding: 95 -T -33 (Crystal Springs Drinking Water) RFA #95102 -33 Dear Mr. Tollefson: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform Building Code as adopted and amended by the Washington State Building,Code (Chapter 51 -30 WAC). Our comments follow: 1. Reference the 1994 Edition of theUniform.Building Code.on the drawings.. 2. Update the Rough Carpentry section of the Structural Notes, Sheet 5,•to - reference the appropriate table for general nailing per the 1994 Edition of the Uniform Building Code. 3. Provide Structural Notes for masonry. 4. The structure must be designed for lateral forces. Refer to Chapter 16, Divisions II and III. Details need to clearly show a load path for such forces from the roof to the foundation. 5. Call out the header above the 10' x 10' roll up door as calculated on page 1 -A. 6. The 1994 Edition of the Uniform Building Code establishes new criteria for calculating allowable stresses for wood members. Refer to Section 2304. We have briefly checked the design and have not found any elements, other than what is noted below, to be under - designed considering the new allowable stresses even though they are typically lower than the previous Code minimums. We have noted this for your future reference. No further action on this issue, except as noted below, is required for this project. 7. The Section at Stair, Sheet 3, shows 2x14 Hem -Fir #2 floor framing at the future mezzanine. These members would not be 'adequate in the direction shown in this detail or in the perpendicular direction, spanning N /S. „ Provide calculations showing adequacy per the allowable stresses inSeetion:.- . 2304. ryt' 8. How is the new CMU trash enclosure wall attached to the existing build d? 14 1995 Provide calculations addressing the lateral effects of these enclosure walls on the existing structure. COMMUNITY DEVELOPMENT - • • • , •'• ,,,,,,,,,,. ,...: De.cembe o.'iysta1 Springs Wat Page Two : .•..';'..: : -.1. .. .1. i • • . . ng.•bisildoinf9h31,PP7. rt..i.7?...:.:....••• ry. - Provide • . .. . .. may . be necessary. ::.,' .... .:..."..:• ".-..• , 9 ..:.•'' Provide • „ , • Also, .detail the 6x10 beam. ... ;:. ' ' 'Coluatn ' suppor at•.the ''' ''''' '. •••• ' - .l....:.„ existing .., .J. n. at 'the. NW corner .. . connection . . „ .• . . 1 . ; .... :f. ' ,. .....: ':....: : .. . ' .. : : '... .•. :: ''':,...•:, .-'' .,...'..,•••'..'..........-..... ..• .' building; g; addit . ioal foundation akrnteioina,.fsn:PtP)19':ex...."'. , ... . ,,.. .:, • . .,,... . , ,... ,. ,,. , .... ''.1' •• • • " .... • • •• ... • :!':;..:''''. ' '' • '''' •:,../••• '1. supporting • ... ' • • • ' ' - ' is Allen • .,..,,....,•...„..•• : .. ., . • : - .... - .. • . • • . to the own. Resubmit two • ' . .. • . - • ., .... , ,. „........ • .. letter • form. ,. .. .. office, 'as •........; . . .......... , .. , .,..,: ,. .., co ' ents in. itemized 1 calculations to our : o ...,.. 2., ... :. ....• •• • •• '... ' P .1: 1Saie• . .frirward.: a • copy of • thi letter . - - ' Ond •. above. . ' . ... ' and Joan. Cuicl,oeonieanisl..:04.....:..,:„.',1.: ., ...... .. .... " . ....... ..„ . . .. . . . . .. . . .. . . „.. . .... .... •.... . . • • • • • •:•.,...,,, ..•..•..„ ..•; resp ond • • draw ings • and one . copy of, revised ca c required. Very truly yours, ::',:•;::..:'.,..:::',..:1.,'„:.....,..;...,....,..1:......;:io8Eiii...' FOSSAT ASSOCIATES, ..:"ItIC • f • P 7 '. '.'-:.' ••:•: . :• - '.. 1.: •: :. '; ''::::',::::•.:‘.. :.' ...:''-:•.;-':.:: .••••'•••:..: ...'i 1....:',';',;•1:.',...::::•:i..•:.-,:.::•:•.-.::.!:::.:;::•:..•••••:...'.-:;.,,,':'.."-'-',:....;•;:;".. •:::,.,...•:. ; ,•-..:,.•., ' •••••.' . , . : .... . .. : . . . . „... , .. , ... . , , _ . .... .. . ...., ......... :: : .. . . . . . . . . . . ,. . . .. „.... .... ... .. . . . .. . ,, .... . . . . . „ ,...... : ... . ... .. . , . • .. , . . „ ... , ••• • • • - • • :::•:' .'.• ':...:::••:: •':. : .• . cc: . i Mr. Duane • Griffin ': ' ''''' :•'•'''.• • :•• ..' of. Tu . . .,. 6300 South.oente;' Blvd., . Suite • . , ...•, .. ,.....: .,:... ,.„,,.,'.,..,;::, :....:::.•-:::.•,.'•..-;,; - : . .....,•... , •: , ..1,-,,..,.. ! .. : ,..,.- 95t33' .,..,..,';:.:,:..:•,......;..•.-,:,.'...,:::::-:' :.,.,:-'::.•••:-.,,. •:.: Tukwila, WA 98188 . .• .•,. • : . ...".-::. • : • ....••.'•••• :::::••• • •:: ':..-*•• •...'... • '......••,....:•::::.,,,,.......,.....••••,•:..,„.....,,..„,,..,...•,...,,,..„.,..........,.. ......,:,,,,,..., ,...,,s,.. , . . ,. ,. , ,.. , .. „ .. . .. . .,. ,, . . : . : .. .. „, ,. ., ., . ....- , ..• ,.. . -,...• .....,•.--.....•• ...:,..- •-•• .............,.....„,-,.•.....• . .,,,... .,,.., ..,-..........••: • .. . ,. . .. .. •• . .... .....• . ... . •. .... .. . ,... , .. . , ......„ ...... ... ...„...: ...,,,..... ..,.............., . .,......................,...• „.....„ '' ' • ' ' • ' • ' ' - •• - - - • •• -- • • .•" • ..- - • •••• - • - —. - - - --- - ...,•••-.- •-• ••••• ,....- - -..•-•. . .. , . . .. . . , .. . .. . .„„ • , ..... •• , . ... • . . ....„.„..... , .... t ,....... ...--. -.,....-...,-. ......, , . ,..,,, ,.,,, :,. .• . ' ' '' . .. - . • - ..'...-:- •.' •••6.';:'-',' ••.•-••'.''.::::......;"•.: •,•••: '..,..•.;-.;':',''..,':','•.."-'•.....`•:',.!';,.;'...••[;,',:.•:•1 2 ••;•.;.'"•••••••....:;•• ';•••. ''. ,.. . . „ . .. . .. , . . . . . .,.. .• ..., . ,• ... ... • - - • .• „. . . ..., . . • , ,„. . .. ... . . ... ...... ,., ,. . „... ,.. . , „.„,......... • ..... ......„.......-. • "• . . . . .. . , . , ... .. .. .., ......., ... ..,•„........... , .....,, ,.....,,....,.,...„ .., . ,„..,..,.......•.•.,.„ •„.„.:......... .. . . . . . - - ; ' . - ' ''' '' - ' • • - - - - - ..... . ,, ,,,, „,...,., .„....... ., .. •.„,.,, ,.....,.,...,. : . ,.., ,,. . , , , . •. .. • '.. . . . , . . • . . . . ...: _.:. ,..... ,,..,.... .. ,.•, ..• ....,.,;. ....,..:-...,,.. ....,::;.,,...,;,...,,-;,:.„.,...,..:.',„.:.:.,..:•...,....,.-...:•••••...„...J'i.;;;;•,',,,I.:„L.:;1',......;.:•!...;.•••,,,•:....:.:,:::;,.:;,:i?".:,;...;'...;;,::::,'....',.,:,1':::•;;"•••,..[:•.'•:'.'-..:•-•:•... •':.-',',...'....--. -• . . . • • • • .. . . . .. . • . . • ,„ .. •• .. .. . .,. . , .. . , . •„,.........., . ...• . . • .. , ... . . . • . .. . . . . .. .... . .. . .. . . .. ,.... , . . . ,. . ,... „ .... . .. • . .. ...,.. . .. „ ... . .. . .• . ,. ... ..„ . , ,...,„ „. „ .,.„ ... . , , . . . . . . . • . . . „ • . .• " . ,• •,. . , ... . .• ,.. . , . .. .„ .... , , ,.. , , „ . • . ' . • • • • . . .. , „ . „ . . •. " .. • - • • . . . • . • ..•....•,...„ .,...- ......,..::.• • ... ...,.. „. ,..,..,.., ......„..., . . . • • • . „. . . „ - • • . . .. ., ..,,, ‘ .... . . . ... . • • ' • . .....,..:•-.•..., „,.., .., .,,. . • .. .:' .• ' : ... „. ,„ :, - :,,,, . .. • •. . „. • • . ,..,..- ,..•,...,,, .......„. ,........, „.. „ .: „..... , ., ..., ... ... , .. , .. . _ . ,,,,,,,,,..,,.. ,,_,,.. , ' . - ' . ' . ' ' ' - - - '''' '''''. ' - ' • ' • • • ..,„..-,,.. ..,, • • • - - . . . . . .. . • - ' • - ' , , ... • . . . • . , ,. • . . . . . .„ • . . • . . . .... . , .. . , . . . , • . . . . . . . • ' .. • . I. 's . . . • - . . . . • . • . , • , . - 1 • .•S‘ '' 10, • . . . ', • . . •: ' ; 0 41" . . ...t. c Tu kwila J ohn W Rants, Mayor la - 0 ,,, . . . .. . .. Director , • • - • : • • • - . . . . . . • • ..• , ... . • . J . - . ofTu ..., ..,,,.... . .., ..., , . •" --Steve Lancaster, Direc , 4, 2 d;f \■,..".." • • 0 ; . . .. . - . . . .. . . . .. •• . •'', \ i W .- : .... • • - - - • • • . , r---4 4:: .• Department of Communtty•Des Developm . . . • . ent . • . , . . . . . - - .. . .,„,.......,....-.. .... .. .. . . ••• . .•, . • • . • , • : .. ..• . .".... .• . ..•••• •.: .• . :. . . • .• • - • • . .. •• • . • . . . . , , , , .. . .. . . .. . ... .• . . .. .., . , . .. ... „ . .. . . .. . . . . .. .. . . .. .. . . . . . . . .• . . . . . .. . .. . . . . . . . . • • • .. . . , . . • . . . .. . . .. . . . . .. .. . . .. . . . .„ . .. . . .. : . .... .. . . .: , .. ... .. .. . „. ... . . . „ . .. . . . . . . . . . „. ,.. ...... . . . . . . . ... .. .. ,...... .. . .. .. . . . ,.... . ... . . • .. . . • .• . . . . . . . •• . • ..: , . . • ..... •: •.....••••.. ,..............,•• •........ • . .. ...., ,..:,•... • .., . .. .... ".........„..,.... :. .... • .:. ....••••• . ,• ."...•,... .....• . •..•. - •,— :. •••...... • . •..- . .• . . • . .. • • December 1 ... ...,... . : . ........ .......... ...,. ..... .. ......,.... .. .... „.... ..,.....,...........: . • • - -• • • - - ••:, - -.•••,- • •••••-•••••• •.-••. •• .•• '....''',,..:.:••'•:•'::•• Robert ''Fossa tti 'Associates .. ,.. ,.. ' . ',........,•,, .--;.-'.....,..,''..,,.',...;.".,,•.. •-....--:•-,, ...••,:,..,:•..,.......,..,..,.. ....'.-:--••••' •':•• Consulting Engin ,. 401 Second Avenue South Suite 503 . .. . ... . . '..:: •.. Seattle, WA 98104 - . • - • .•. • ,', .• •,. • .. ...:. ,..: .. .,_ . :..„. .. .,: .•: . ..,. :,., ,... . . .. . - . ... . . .. ..... . . . ... • ,.... • . • • . . . • • . . . . „ . • . • „ . ..•..: . . . •: . . . ... . . . .. . • •.•'•.... • .• • ' - - •-•" • • • . , •• • .: . .. ... .., .... ........ •,.:;.•'••••.•:. ••• ••• : •.,• ' Regardin g : 33: Crystal Drinking Water•••„:(E95.7:049„....)..,:':.:.:•.:,,"....,..„•,i,,,,,•:•:::-..•:..,..,..•... - • -• . „ . . . . , .. ., ....,„ „.........;.., ..,.... . , . , , , .. .. . . ....•• • • ' • • - • - • - . . • • • " • .. • : • • . .. .. . . • .... .... .. .. .. . . . .. . • - - . '''''''•:- • ' ... 'do s tructural . . .. ... . „. .....,....:..........„ . review per U.111..C.,-..1.74...d.ii.77 . i ...,. : ... , .: .. ,.: ..:. ..•:,..„ . : ::. . :. ....:„...: :: :: :: ,.,. ,. ...,........ : ..,.:: : . ,. „ „ ........,:... ..,.........,......„ .. ... . . ,...„ ............, ... . „. ,... . . ,. . . „. . ... . . .. . . . . ......•,...........•..... ,..'' :, ': ", , • ..'.. . • Sincerely, . . .. . . .. . ..„.„.,..... ...........,..... „ . , .. . • •. • . • ,.-...••••••.-....., -:••• • - - : . . . ... ...,.. ...,„.,.,..,.„ . . •. . .: •. .• . . ... . .. . . .. . :. • • . .. . .. .. . . . . .. „ ....... . . , .. ..,. .. . .. ..„. . .„. . . . .. , • • •. • ... .. . „ „„ . . . . .. . , ' - ' - ' - -.•,---....... .. . ., -'" - --- - •'•-•" • - "-- ..'••-• : *.'•'''..- : •:'; ' -c:=i,,)1r\SitA).):E).•)' 1CC.4;" '... •' - •. 1' ...' ' . ' • -•;. •• ' ' ' ,. ; •:' . • , .. : ..." . ' . :::•••...."..Y.•-• .'•:11'.-:::.1:..:-....:•;:::::::::•••••,.:::::-....::-..;:i':-.......l...7..1::-•::,..i.:'...,.•::',...':'-.Y,::".."::11:':..:,•.::.:'‘..-..:. . ,, ,. , ........ ... ,.....•,..„.......,...„.• • ....•... •:•..... • • . ' ' ' . • Shellie L. - Eates. - • ..,.: ...-: - , • •.• •-„..:: .. :::;•••-•:••• •:..- : • „., . Permit Technician ::•• ••• • ••• ••••,. • • ••••.•••••-•-•,•:. ..• ... •.....-...... . . • • . • : • • .. .•.. .,. • ... . . .... ..., „ .,., ., ..... ....•.. • ...• ... . . - • • . : • - " • " ••••• •.• •• •••.. . . .„......... .., , ...,. • • • - ..... ,..., , .,..,,...„:„... , ,,....., ,, ... ,,, ,,,, . . ,.. . . . . . . .. • ..•.„..,,,....- ..., • •".• • • •• • ... ........••••.......-..,....-.......- ••••••••" •.". • • ••• : ..... . . . „ . .. . . .. ... .,.....„ „.. . . , . ..,.. ,..... • .,.... . • . . . - . . . . . . ..... . • . .. . .. ...,,..., „. ..... .... . • .,.. .. ..,• ...••• • . - ....••.•.... . .. . . . . • .. .. .... .. :. ...•,, ..... .,... .... : . .••.• •...• ...„ •...•.. ....:.-........„.• . ... ..• • . . . ,.. . ,.. ...... . :„. . . • ..... .. . • . . . . ....••• - .. . .., ... .. .„ . .... . .. .,.... :., ..,.., :. •...:. • ..... . .. . • . .,. • •• ... •.....•.........•...,.....,•...,.....,•,......... .. . .. . . .. .. „ ..„. ...... . ....„ . . . ..,....,... • . .. . . • - • - • • - • • • • • . : .••..• .•.••:. .,...• • ...• ..,..., ..,•• ...„ ,. ...:.„.„...,,,... ,„ ,. ,...,,,,, ,,,, .,,,. , ,....,. - . . , - . • , ... ...: .... ••.• ... ,,, ., ..,• ..,....: : .. .... . , ., ... ....., ... ,.,,,,,,,,,•••:..,. .,.,,,........,..„....,•,..........„•,.......„.. : . . • •.„ ... . .......... „.. • .... ,...... • . .. . .....„. ,. , .. „ , .....,, ,.,. • ,. ,........,.. ..•..•„..:•...,.. ,... ..,... • . . .. ' '. ' — ' - -.. - .- - • ' •-• '- • ----•••----•••• ....• :..---. , .:•....,.„.,. „.. ,..., .. . . . . . . - .,,.• ...• ... ••• : , ,•• .. • .. . .... .. . . .. „„..,, , ..,, ,,,... . „ . „ ......,...„,..... .... . ...:..„..... ..... • ... - ... . . . . . . .. . . .. .. . . . . .. . ., . , . . . ,. , ,• ...,.., • ,. . • . .. ..• . ..•,.... .:•,... .,,•,.•, •..-,.: .... -•• ,• . : ,.. .. • • • • . . . „ . .. .. „ . . . • . . . • „ • • •• • • - • • - • .. ..... ,,....... ... .. .. • .., .. .... - ..., . - — - • - - • . • • . . ..., . . . .. .. . .. „ • . • „ . • • :,..:• • . . . . . . . .. . . . . .• . • . ., - . : :....,-........ • ... „ , . • . • .. . . ' . • • , , . .. . .. • • • • . - • . , " " - • : - ' :•••• - • - • .. . . . . . . . , . . ... ... . ........,.,.. .. .. . • • . . . . . . . . . .. . . . . • . . • . - - R • (206) 431.367 . f. • .. - . •.• • ..• • : .....'. - ....... .,... : Washington 9818 • ( . . ..,. . ,. . . , . . 6300 Southcenter Boulevard, Suite #100 • Tukwila, 0 .. •Fa.: (2°6) 43113665 f. ' '.: ' .- ■ • • '•4... . • • , • ' TON•' • • Planning/Building /Public W Department'' •Earl Clymer, Mayor ' " dregs Zimmerman P.E,,.Administretor' • • November 20, 1995 RECEIVED ; CITY or TUKWILA ' ' • Jack Herklotz, Senior Planner • DEC 0 i 1995 r • • ' ' The ORB Organization, Inc. • . • • • ••510 Evergreen Building • PERMIT CENTER ' Renton, WA •98055 -4407 ' • • SUBJECT: WATER AVAILABILITY CERTIFICATE; FOR BUILDING PERMIT'APPLICATION FOR AN EXPANSION OF THE CRYSTAL SPRINGS PLANT . • • Location or Address 7220 S. 180th Street • ' : . King County Tax Account Nos.: 382304 -9007, 362304 -9008, end .362304 -9059 • Applicant's Name: Jack Herklotz Phone No.: 226 -3522 This letter is to certify that water service to the property described, above will be provided by the City . • of Renton, subject to the following requirements: ' • • • • Connection will be to an existing 12 inch diameter water main located along SW 43rd Street (S. 180th Street). .. • ' . • ' . • I . The estimated fire'flow available in the 12 inch main located along SW 43rd Street is '4,200 gallons • • • per minute at 20 pounds per square inch' residual pressure. if an additional fire hydrant (s) or water • main extension is required then the work will be. at the 'owners .cost and expense and subject to. a City of Renton inspection fee. Any additions to the water system shalt be sold to the City of Renton rat a price of one dollar. The owner shall grant permanent fifteen foot wide utility easements along • . and around . any additions to the system. ' • • Payment of all applicable water system development charges and meter fees by the property owner: 1) System Development Charge: (18,270 aware feet minus 7,500 square feet') times $0.113 per square foot equals. $1,217.01. • • 'The system development charge for tax lot 362304.9059 has already been paid. The amount paid was for the "minimum charge" or 7,500 square feet. • 2) If applicable: water meter and service line installation charge (e.g., $700.00 for a 3/4 inch meter and service line; $1,100.00 for a 1 inch meter and service line; $2,400.00 for a 1 -1/2 inch meter and service line), 3) If applicable: inspection fee equal to 5 % of the estimated construction cost, This certification shall be valid until November 20, 1996, If you have any questions or require additional information, please contact me at (206) 277 -6195. RECEIVED -(11 ohn D. Wilson DEC - 1995 cc: Lys Hornsby Water Utility Engineer D b.• Beadle PUBLIC WORKS 200 Mill Avenue South - Renton, Washington 98055 ,1. CITY OF I NTON . riLL °' • Planning /Building /Public Works Department Earl Clymer, Mayor • Gregg Zimmerman P.E., Administrator • November 20, 1995 RECEIVED . y' CITY OF TUKWILA 510•Evergreen Building. PERMIT CENTER Renton, WA 98055- 4407 . SUBJECT: SEWER AVAILABILITY FOR KING COUNTY TAX PARCELS ; `'• 362304.9007, 362304.9008, AND 362304 -9059 Sanitary sewer service is available to the subject site by direct connection to the 8" PVC sower along the east side of parcel 362304.9007. City sewer plan S -0321 shows that the sewer at the approximate location of the stub is at invert 16.2'. • It is the responsibility of the owner /developer to verify, by engineering means, whether it is possible to connect by, gravity line to the City sewer system. If the existing side sewer is not going to be used, it must be abandoned by cutting and capping the side sewer at the building and the property line. The System Development Charge has been paid for :.areel 362304 -9059. Development of .parcels 362304 ..9007 and 362304-9008 would trigger the fee for those lots. Since each parcel by itself is smaller than 7500 square Pet, we propose the following: Combine the three parcels to obtain a square footage for the site of 18,270; Subtract 7500 square feet for the 'minimum charge' assessed for parcel 362304 -9059 to obtain a balance of 10,770 square feet; Assess the sewer System Development Charge of S0.078 per square foot to the balance of the square footage. • The fees for this project would therefore be: System Development Charge $840.06 Sewer Permit 580,00 If you have any questions, you may contact me at 277 -6206 Sincerely, 41 � Michael A. Benoit Wastewater Utility Engineer • H: awM71JWwlcaysTAuMAA;It ry 200 Mill Avenue South - Renton, Washington 98055 ■ JUL-25-96 02:11 PM C.D.CONSTRUCTION 575 2263 P.02 • ' 1 �• �. ..n _ .. ..... ....�. ,... -. ., •, . .• ...., -•. ......... w�.•.....v. yr .... �. i..:aL:.t xua ' . •.a1l.u:in• ��...t�t•�ltL \t Cs. DEPARTMENT OF LABOR AND INDUSTRIES ll THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A : ,.� i f [ . 4�XJ1 :h t k [ E _ro� , s'�.� �. 1...4 �i ?TA, te . ��,, « p� �'• ti it , I1 4* 1)/ rid � J j;' . } # • : '^5 r : r,' : . 'r ;1 STATE OF WASHINGTON l P ii ♦ "4 .. ' , i t: 1 + � • y - � Zb'r: .1....., , f ; .� � •,::� r . , . . < T WIL.A' VA :..981 =3 922 ;t,, 7.-1, 3 3 • • . • • F57L-0 3.92% ii ..`w.. w \.mo. �t 7:zr -•\ \1. \\\ti\ .� .v• ;;i;;•i� -f� 7} : W�N �JrwY\�� �Y. ."•�N..�.�.Y�. ... • • \ \— . • .• MY.i..\ 1 W..1, /• . Post-It" brand fax transmittal memo 7 6 7 1 I N of psp.s ► Z, horn Tl1 ! wt D�PII 'Phone - CQLt�1'nGi✓ Fox e JJJl - 3� he / - ���� 226 3 c RuppeglQ EngtInee[rilfrag O 0 . . , : .. , . CONSULTING ENGINEERS /CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS . • OF LATERAL DESIGN OF BUILDING ADDITION Crystal Springs Drinking Water, Inc. 7220 South 180th Street Tukwila, WA : - FOR THE ARCHITECTURAL CONSULTANTS. INC. P. S. , 621 Strander Boulevard �/ Tukwila, WA 98188 .Z�� • •N�� . • � y o , '8# , III'' 1 ' . February 1996 11103 JOB NO. 96010 N , . RECEIV ,i;, MAR 6 1996 ! fi,Z3.9(t ROBERT FOSSATft ASSOC. 1519 West Valley Highway North/Suite 101 Post Office Box 836 /Auburn, WA 98071 RECEIVED MAR 0 6 1996 206-833-7776 Fax 206-939-2168 �:i it.p fi r . ' i v tSS 1 r�TJ E�•]�I1; f^ •'S'tY';r >. +,,, +.>,,Y ..• ,� . aLefi+x°p r. w�....;......,, rut+ mwamfx�yr !x*rSVawew's >MTlnrtmR�`t'1�YCTi TiC +'_a+�t.- n'nfn�nvvs.n xr• w. s.. wn. ...n..,.«w...........«w...or.wn ................. �.. �.....,......,.,... ..........»........«....,..�... ...,..�......... JOB .r..�......�..r...�...o R ta l O .....r. ..�........_. pert III IS""a DODC413 SHEET NO. , OF CONFUSING Ete3PEERSCPALAAID STRUCTURAL CALCULATED BY 1''S DATE P•."'ri q is 1619 West Wiley h69Awsy NotW 8u6e 101 /Auburn, WA 96001 CHECKED BY DATE Post OAloe Box 636/Aubum,WA 96071 206633.7776 Fex 2069392166 SCALE 1.) l 61.1 t,..O'hitas . FZ -Qt7Pg t : 2 . T j SG � u pt. rr 7 ae. Z '#e t4 '. i !' Pis a (, r t K xl ∎.Pth Oa.' . I C c••tr 90 , 3, 2 'PS P' ZS-- 3 'PS Fr o Peat e..c tr.cYkti+.4 , 4 o�- cv N4 t_ : 2 3 ° P kr:......h,1. Q ,,: - ' 6 - ' . •% c 2,} I PSP L L- tQ 1 PstZ 2-` taryir c-3- : I CT PS= . • l ►v`r °" '- 1. P$ . ... . .... . .. ., Lt?!:.?'ns;.;;�,''i,n.c.. a . ;;):iio' .. 1, s, ';,..,> Ft; p: ���.':;;:±: y:".•' ixrre- n; :xc.z-- ..,rs: >c.:ztt'4,srscncw .rte- ,s......,....- a.wov,n» rrx>:,• a; r. ,+ r. x . r;, rawr>.+ 1Frt�l: 8uaw. pr.< nxrea}...> xs., u. m...• �. r•... r,.. rw......... .- �.,............n....,..w.n�re tt 6 JOB / O I O Rupert 10(6GtM CONSULTING ENGINEERS/CIVIL AND STRUCTURAL SHEET NO, OF CALCULATED BY 1Z) ReP5 DATE Pl'ara• c 1619 West VWlry Hlpttway Nortl/Sulto 101 /Auburn, WA 99001 Post O91os Sox 93W/Aubum,WA 98071 CHECKED BY DATE 2097779 Fax 209.939.2189 SCALE L ft e r n i _ hYJ4 Z I , tS•- ' ( -1 1 " 5 42 1 - .t.2(1,3)((. .)(t , c) st 13,2 F"so' 1 '2 w LZI , y2.) : I 3 PSa P i t : +1.. (2.1%34 *- r /P1s It. KIn atkr : w : 1y., ;( - II5 `; /pr �-O K C.Kr : W 's 14, 3 (zQ /) •• I4r3 ' ' 1/ (sr - IZ lot VI cscA1 w 2- l3, 2 ( %y) r Aa t 9 (Pf za N bN er,..T' ; 4.r ( w I i-s /1.1- V . 3 (1.0(2. a s) W ICI W •rna —'t-vt — S-aut i 12.ats7 17 ( ) +' Tl V. wku. 1-0 ( : I L. s-u. Le(ppr. . 1,r2 , s qZ . 'e- m - < 11 4 / Pr ta I Z ("a) mg. 4n„ (2%) (2.)s Zarts t. '. tom ° (4 (c.45 2 4 I g. toter. h1 .-- S 1'.:�'.i .,.. .. .r., ... .. ^.N.. � ... .._,,...,., ,.:. .. ';1 .Yi.r Y.•fKr+ :efi�l::. h ^.� • ». ..w . u ^b.. Y',3... .. .. Vh'.S^, :x<li?M.YY:Y•S•4�'t`.'+ .. r«A ^+Ph^1• ^}:T'+^!..'4.R 1. .. '[ Si'.. ..d.Ti... .7k iTiYti. i{.f . ^f.•... .w, n . ».._ _ ..YMS ._..._........,._..._... _...,.....,........__.......... _ ........_•••. SOB .._. _._._ � ..........,.., _.. ,. 4 1. o l o ..... ... Rupert [2004fiail®Pritta affee0 SHEET NO. I "' t OF CONSULTING ENGI EERS CIVILAPD STRUCTURAL CALCULATED BY 74 a'S DATE 1 7-1 / 471 3 9 1619 Nett Witty Highway North/Sults 101 /Auburn, WA 96001 CHECKED BY DATE Post OMos Box 636/Aubum,WA 99071 20643347776 Fax 206939.2168 SCALE 15 r — L.1-t9I T e r s i s a 1 2 S I Z z s 6 1 6 4 ` ) l -(• LJf l v( )0 B ' o t I y ( L1 s $12 `-" z-- . ( z 2J-Es t'a1 - ? t 1 - f• 3 uS ricr ri..Og = t2- (Ere) z I er (,.)C,) s I m o ..-, t.e.4)(- ) trZz art.-'. Iz ( ze) 3t2. l Ls 2 "'re1— I LA/ .11 , ( 1441 L O 4 /f'Or'- 2 Ic.rs "P /nr s-ra sM 14.- Gav 6Yvs w t2 - crass Var. fat 1 I r I 143 I lI s 1 i t-{1 i ii f 2co ` 2344. 2 3tt. II rLl• yale i 4 1rr ® yE O 1 S 39 l K aev;uo--i3;•rew,-- F-' r.• .1 •J e.-- Pat- ortaD t! t o.J _ Cn BL.IL PrD•G R1.o.4 P P<.._ Pl A._6 Vrteco arP k+"'b v to r. I C4•14 t'...0 I LD rot c.", Zdrio - 2Q4 "j' L Xi say IN �,- Svl �tr .i��'> �. fit) ?' •'.1�, :�rf)t.>v Yny. /Jii�.�J.a - C > +, �. ;>�..•- • i5 �> '.Y.ry ea.MCi .( ., s ., .-. .i. _•CO6r »J,n:.,. .,,i .,Jw.:i.,C: §.Zr'i,F�7;V, t: "t? "t...r:tFx.� . zr> CS?; �J�:.,. rw: aaCtt: x' �t: iR+ f" r,..* tia!•.` r�,, wr :�?(- «a.��tts?r:'S��:±ri.�zrti;; qtr+ 5> L�rttrr •.��.«.mr*.�i,....nv,•.... pow..,.,,,..+..,.,. m. .....,+• ».;.,.i.aa�sstwan';t+a.� JOB C 9 v a 1 0 R'u per t goiellopssatioso figil@G SHEET NO. r* OF CONSULTING .AND STRUCTURAL CALCULATED BY 72 DATE PCS q (0 1619 Wqt V$sy Higt way North/Suits 101 /Auburn, WA 90001 Post Office Scot e30/Auburn,WA 99071 CHECKED BY DATE 206433.7776 Fax 206-9092160 SCALE fZe>e� 9 i otPN r2A4r r.n S6'111 e.6- Qr Zj az 2 31? I L I `•11 0r. C 2 y d 21�s 7.1" , � 4.t a' If P t /ipr" 1 &-0 u r' G.D p c y w.*• p -rrt.- SsZT.os.• 8. C ; '?l" = S j s 1 S P Pr < 2 Fro C' $ C* t. y4.rmD IS l.I a 1'4'�(� �?,Wp..a. 8 ..pers--4 155 t.. _- � 2 , 10 — It-h2 (Lb 7 11.4. .ys _, C !Li- L 2 ck O ■'■ C ' g'2( 2(.0a) v z\ 3 . u.a t..y ,r.rrep SGI ° V u� %, I Z r_ , g rn-uT M Al r3 t` = 2.3 &b I x„1 T I 3 s s - r' w'kv- L4- •sr 14 %. 110 ``/ L.I c - l c -,3 r•+M■-t {•. -., .. `''��rifS = %.� ' u ;; e'� CS .iyt:c'�i,;;�3.1,4:o�:,a�j; >7'a ,: r'�;f••y AV ., r . ,F. ..EH •"a:r . r.;4 .^�✓:`. ....z .. .. ... � 'a, x � � �. .. ..{�eP .:n u�r:.��l. cf. . 14•,_':}Yy`. )..7y^.t. T... 1�;2!c3`.'A'{fiG,Er d t ^.+fX"' �» •rf1'+fn lf:ifEiavt+es;ur yrerr wo.,, ae�nr+ e... w. n.. u ...�. o .....- .�eln•.nv»aM'aia�.� r' .�ro.eym�a «�nexxxas a•. a� xM .> :N�'r 5'� s 9 141.1p e r t Q J Yg DO SHEET NO. �- OF • CONSULTING ENGINEERSICIVLAND STRUCTURAL CALCULATED BY iS;$1; DATE 1519 West Va uy HWttoty Notth/Sult. 101 /Auburn, WA 99001 CHECKED BY DATE Post Dula Box 039/Aubum,WA 99071 209433.7770 Flu 206-939.21e9 SCALE - re1= 0 e-06 s ; t..+o o+ ly (`f 1) (- w ^t Co, -( is "1. , 9 LS4� t b s .5 2_ s. / (o , iNe 1 zL (1.31) / 7`s7° ir.ers G / b — /G 0/ An.f � r sr- za4 C ) 4 `a I ZL (t. 3s) sQ c•6 Pet. 'Matt z 3 Q S Orr `TKI -P.;tea (T1. . gra TO 1-4.16,44 Ark — ►wYYi ' golArA r1 'TM., 4- 1411, (...Z (. ,) s-a u km% z t y k. 12v ac z-7- 9 3 ti3 3cr C�.r►. %r I'4 .4. 1 3 0 - t ad N'41. �_s , .`:ti;Hz. • a� .,.F_...,.;:tZ;l °.7:w' >dti:,.. �,.�xnrr.:.nrrrr:tx+r=xrxw., .- wrs,n�.�.w�+.an*,wn*n.,. C , JOB 4 1 , o I o Ruppert C= }ai)(4)®fffi p D CONSULTING $ NLN STRUCTU SHEET NO. OF CALCULATED BY la DATE »3 �+ 1610 Want VMay Highway Noah/Sults 101 /Auburn, WA 00001 Poet Ma Box 836/AUbUm,WA 90071 CHECKED BY DATE 206 9334771 Fax 206939.2160 SCALE ht OYY�Y1 V It y •4- 31 -I 2 7' 1 2 $ s .r 3 9 ` s (#'r t ' ta &-e e- ' S- iD• ( 4• a . ,SOtS11N'`, - t 3 re," 4 G. or c_-. C . 4 4. 1 4 , •4- cmsni V' '4-c. 4+ " r - � e4 • 0- , -re 44 3'x- i'I 1 1- � " 4-v r o•3-11 . - rte"'; (� a( CQax b ,. 4f M/ • C. . V ". z 3 d t u3 v� z a- Ili `d rPr' < IH r l 1 G'& P of CAP* 6.r.• c 4 •""ka •.41- \) s ` '1 F `O z * t °r 4 - `' R — < , Si-x(2444) = 1.1 R. Sdc°_.6 2vaa, ... _i .. ;_. ,.....wn,< .�,y .w.nv.•,ti; ✓xiCS:k! ?• ..,*ir.Ci• �..:. +sf M. vlwvxw... seq. aa.:.: v. �Vr'. YYrO' M». u. e•........ uw�ttrv.«. ar... v.. wr. te�i<u Wxr. rw+ mcx .��......r.......�..�.�...�. r JOB (... n l sm. O1 O Rupe E n 1 J oussigtopa l [km& SHEET NO. L. 4 OF OON8u1. ?INGEN VLANDSTALICTURN. CALCULATED BY DATE �'a0 4 Ne 1619 Wsst Wily Highway NoltVSult.101 /Auburn, WA 96001 CHECKED BY DATE Post O111os Box 836/Aubum,WA 98071 206 - 8337776 Fax 200. 9394168 SCALE G2'0rJer,– , 1J - a 2 Sett) .!"' S 4 o Z sU"Z b y3 ? J _ s � - Q L v '-t t . . o ""(r < . .2 004.lG) ■ S C t t I3. t V b 7 L v.. -ram t'Zte ° od C 2, 2 12 .c., - - -- - e rr - - — I � ; t-f )C 'b - rug• S /�•�- Cr II 2q#Se. I I • I i Lewis • l2.(t) 1,..h .A. . la (1.) 6 a z `° Tar oiM r--....mr_ V2- to (ci 4- 23i4.(St) 4'S (loL)(I‘I,)2(II -) at t- 1 O.lOi I. (As ..Pr .r s 6.-1-0.2-1-1-14.1 z 21 140 `g ! Mf.T q D` -n- t 12. (I ) ' - r - : ) +- 2Stc.(tI,c ?) — .d- s(1oz -- t)C 8t mt. • Ts e �S�hti - T 3 'f `g +--}.e 1 . 6 sr92 sue._ ; re I for r - 1 : ( . g ( 8 - $, 5 - s - c y) /'c of tr Z 11 C. I = 13 t . It- , ,J 6 = e-u d. = s t co " A Z' S 2 T+sr * grar, structural calculations wind design pressure shear value roof structure heat loss calculations vetnilation break room roof design span roll-up door header roll up door header roof structure roof structure openings in north wall roof load max load roof beam City of Tukwila ( DEVEL PtJECT WARRANTY _ - _ _ REQUEST FORM , a . :. yN% . ; %iF 4:! � ' �•` K ; ;. . r vt: Y Sit y 0.� : ;,�,. •< „^ y r, ” °' "'� 3 # .. . ;`£< i.: "�''SNay:•�• ; 'Y3 +< :.> ...r?+:. � '. y � `'., ' �� .h:';' , '; �aca%,G.,,,t i lbw to �1: /�£ . "' it ;i% :.• r + - • . (jam w f , L ; » . }.; "3` ` ;;' a'• a Y sc '? ; '} # . , : > , ip:. i ''' :.r.?? . M': R 7 r r..:+� SR• �/1.� .. ': •: ,` ::$: h % •• , ' •• .. t a .. ,.'4.c ^,: •$% ..: 4. W.:`"• i; x:.:: 9'r. �;: �rkt�.;;..> ��y> �$ LS: N..` yC. usr'::." L. rv; ��;< f'• r.'+"�r.:•�. r �r:�;�•a.. A. . .� .:. .....v •.a :nD••��.'�r.�� Vin.,. �:. +.£.•..:.'::;. NAME OF DEVELOPMENT: CRYSTAL SPRINGS WATER COMPANY DATE: 12/18 /96 DEVELOPMENT ADDRESS: 7220 South 180th Street PERMITNO.: B95 -0405 CASH ASSIGNMENT NAME:' : CiN - r A L SQR1 t1 C' 'JS •R_ TEL. NO. 24f)e7 Q51- 43390 =' SHALL BE REFUNDED . ADDRESS: ?c c (c B'2 3 a. a BY MAILING T0: (please print) CITY/STATE/ZIP - 1 - 7-04 4 , 1 -4; 1 AC- t u34- 9 S 13 a ' DESCRIPTION OF rrEMS TOBE COMPLETED (REFERENCE Landscape area approx. 110 on the south > PLANSMOCUMENTS WHERE ITEMS ARE DESCRIBED): border of existing remodel. See approved plans, sheet #2. } . : Attached is cost of project per CD Construction & Management, General t Contractor. f As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 3150.00 ($150% of value to complete work described above) and attach supporting i documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 4 / 30 / 97 ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting Inspection and release of these funds. SIGNED: Cakst-,..._. a)....ka......, TITLE: Allen Cullen, Owner i . ww..'w.,... ....w.wr..w..w..�,.,.wN.....,., +:a�•«.n ,.... w. w ..............:......•.:.. w..,......,...,«.,,.... :, . .. .. «... .N.,,•...•�, N....,.....,..,,...«..,... . ,««..«......, «..., «..:..,.....« .,............ ...,...5 >. f3: S; �j::`•; C; ?. �yys':,; g:, cr;' r�:.'•• h: C;.< a:,<• r,2.;;;':n:gr;i,±i {SSri�� ??:4t; � +'t•;;:y'i<i;: *yrr.;�.:5' i:I�,';>:;;°, • G yy;•..,ir i:;; limi %2:_'` ":`burr.. 'r'`"�' el 'y;K j�{ "{/ "' , { nni THiS FUND IS AUTHORIZED TO BE ACCEPTED. SIGNED: I iti.0 . DEPARTMENT HEAD: ( f eP, AMOUNT: 0 CASH () 6 CASH EQUIVALENT DEPOSITED THIS DATE: CiTY RECEIPT NO. RECEIVED BY: , • .. o»t n. n yea m ..... o, s ...,.- ..,,.........:. «...• ..........., w., a, c.......,. .-.... i;::! ?`:! :' "$ %'�: ?.rii: ' r ;;T •,:;:•:iir;ij {C:•';>::l' ':•{r `!G: >: ?rii ?::�:�);}:d' +L:C)Ci:Y i >::::�'�:ij5 {:' {'' /.•i. +$: ::..;..: :.,.:. >,: ?.:::::r:::�w<f�.f.,:: A?. v? ::.:::....., 1�?.: �:. �::...: M�a... r .,. >::.:...:1..tw.wF:,..:,:.:.. All work identified in Section 1 of this form has now been completed s 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty: I hereby : INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. t DEVELOPER'S REPRESENTATIVE: DATE: t s .% i:. '•: jLn.:{ ��: 4 ( y,•3 i' i.'• :%;'r {}::r,•r:i:;:::; r >.::ti ?:;'{f�:jt: ::2,.;' r :ti:r: •in {G:i' {: 4: . (t r a �vmplated Ctt . ia ? >s�:fi I have reviewed the above work and found it acceptable and therefore I ` • authorize the release of the above cash assignment. • CHECKED BY: AUTHORIZED BY: DEPARTMENT: - ;;y; ? : ,x.„ :; • `-. ' : ::m '••t:ti :;C:::7: f : : ;':: : : :.'•no$;;:::, ;.'.:k;.:, a;:40. ki%i t�• . _. • ; ;Sett a. ? tt : C R7 Iote O « , a .,; 0 a AMOUNT: • CASH EQUIVALENT-LETTER AUTHORIZING RELEASE RELEASED THIS DATE: 1 • CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT. ,ra... w�� a� a d� �aowq. ., ,.. ,r,n< w w aw,.•... H.a. �..ao w�� w. « w w w M... �. ... w... a ..:.... Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: - Developer send copies to: - Developer - Finance Department - Finance Department • - Permit Coordinator, DCD - Permit Coordinator, DCD mimeo : . .... ... , C... Yf NATIONAL BANK °FTUKWILA IRREVOCABLE LETTER OF CREDIT To Beneficiary: City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Irrevocable Clean Letter of Credit No. 093784 issue date: December 18, 1996 Expiry date: May 30, 1997 , Account Party: Crystal Springs Drinking Water, Inc. 7220 South•180 Tukwila, Washington 98138 We have established.this clean, irrevocable, and unconditional Letter of Credit in your favor as Beneficiary for the drawing•up • to U.S. $3,150 effective immediately. This Letter of Credit is issued, presentable and payable at our office at 505 Industry Drive, Tukwila, Washington 98188 and expires with our close of business on May 30, 1997. Except when the amount of this Letter of Credit is increased, the Credit cannot be modified or revoked without your consent. • The Term "Beneficiary" includes any successor by operations of law of the named Beneficiary. If a court of law appoints a successor in interest to the named Beneficiary, then the named Beneficiary includes and is limited to the court appointed domiciliary receiver (including conservator, rehabilitator or • liquidator). We hereby undertake to promptly honor your sight draft(s)• drawn on us, indicating our Credit No. 093784, for all or any part of this credit upon presentation of your draft drawn on us at our office specified in paragraph one on or before the expiration • date hereof or any automatically extended expiry date. Except as expressly stated herein, our undertaking is not subject to any agreement, condition or qualification. The obligation of the Bank under this Letter of Credit is the individual obligation of the Bank and is in no way contingent upon or subject to the ability of ,the Bank to perfect a lien, security interest, or other reimbursement with respect thereto. Quality Banking for the Business Community 505 Industry Drive, P.O. Box 58690, Tukwila, WA 98138 Telephone: 206- 575.1445 FAX number: 206.395.92.14 Secwtdes Weed duough Independent tkunclWl Secwttles, Inc. Monk( NASD ud 51K .. . ..; :, .. . .. (} , This.Letter of 'Credit•is subject to the Uniform. Customs. and.. '•'Practice for Documentary Credits (1993 revision)• International Chamber ',of Commerce Publication. •Nothwithstanding said Publiation, if • Credit expires during, an interruption of: 'busines described :in the Publication,•the Bank.'hereby. specifically agrees • to effect payment. if . this . ',Credit is drawn ..against..•within'thirty • (30).days " the resumption of the :•Bank's..business•'at place of honor: Sincerely yours (Mrs.). Nada L..Hughes Vice President and. Senior Loan Officer'',' :.P 920.1.. nlh t r • • ■ e ... . . 06 � 6 • FL - P5 /-• /s 77 C.D. CONSTRUCTION & MANAGEMENT, INC. 621 STRANGER IOUI.EVARO. 1UKWILA, WASHINGTON 9I1M (206) 575.2262 FAX (206) 575.2263 P R O P O S A L • • ATTN: if /� A , 11, DATE: COMPANY PHONE ,0 � 1 STREET7zzo g, I z9 �I - PROJECT i J 4// CITY/STATE/Z ' :.., --- - N y; `rtz.+ � l��� %r�i g • LOCATI0 �PrrD "aS � I�fl1 We propose to furnish all labor, materials and equipment necessary t. ;omp:eta the work above referenced. Description of work: ' t Ro&fl• ` 7;•01„.Y N Y" TO S7W. 1 - 14 1tdd SC-44) (-(14VIzi cS1)6 ric4 real) sb f s d' 1.4. ..o :• i(4 t.,,,i'G.. 0 p - ato• • • EXCLi3SIONS /CLAAIFICATIONS: l o s s l , 0 • 5/An"'' FOR THE PRICE OF S O(/ . ABOVE PRICE DOES DOES NOT INCLUDE ,W.S.S.T. BY U0+ Ata 1 1 i 411111 _ Al ' .O "- X - • YTf/ /GK I \1 /- - - 1. PROP L /NE . .. _.. _ _ ®R •/ ,/,q/,,., ® — �� _ L _ { — rY -.. _ ._. _..._ BI ® _. ' - __ — — - -r 1, - -1 t - -- -.- .- /4it/A'B u.G°NG. Fooj /N< _ - NG.' -J ®�L F `K:4 "f-G.•/O. FGY -NG � - -- — -- �iI ®� I a alliiiiiiill I 1 1I I _ � ' a` I i SFE SN.G sJ FacriA/ ' fUnn!!CE_ME LLA al,iE SUPPORT ID eAM5 I V .L. ■ I , A Z -- _ - Alz5�6 ".a G ER. 11 S NnER 1 I JO No. '.. `` � L G...1-11.71.:1,...7-,570.1r- ._..._. ._ -- - -_ ... -- I Ay I __ /4 / L /SE TA / l I I 19 nA - � � • _SGe1LE _3 , a p V i - - I I QE OET / .2: �"' 1 - -. 1 T I T /� . I • / s $ e,s svnnur Ara � 1 ! _ . _ -- 1D _ • , /-6 A:3"TN. GLwG,Fy I WA Igx1. 'P=._r qr.e .-74,.. 11 .#5-- Of _l I 1 Id O P ST EE L fJND T SPA, • J �AK56 TL. 1 �. w es SR -3 Fag. Sj/ /R • ` ' I i 1 //2 AN HoR q'OL75 ' - SUPFJ4.'t"PA/7 LS - a . an a I � — — - I • ^`Y.KS "7N.raJC. FIf �f / B "X8 " ccwc: poOj /VC, OI+TA/ s7< RIM 0171 1 1 I r. - .� I - _ _- _ - -�.� - •O • _ - 1�� �� / - 5 1 D L - . —_ —_YG 3IQ ■IU/fLK -� 4. • i gE AA1 yy �1�.1 ■ 'a�. AAe5 Y2.0•bG ZA. v✓Y - - f is • Ir 1 • S51 2ti E t � k Ia'3 /31 - -zi 0 "- _ Salo" m_° .0„,,L 12 2¢ O d ® SOT ./..,.... 1lI=Lw i s N _e .rz 6 Ti.v4 cma- 45, $ P C 1 aeua 'T.19 m I ll. - o "A a p � x 4� r ' .• N S X ru s p ec o et,. 11 I: — _ /1 4 TT PLAN FILE COPY S 1�L Colce 1 gip" , J°• I understand that the Plan Oheo, approvals are H _ 0 ' )r hi: 48 4 E46 <. subject to errors and omissions and approval of • plans does not alnhallae d■ violation of any F aeopted code or oni*faS. RNMPt of canbactoes F' L'O• copy of • pIB■ milmoi edgN. H - 1, -- y Z\ TRASIr 8 � . .r.._ .._�. I+ou;o , -I 5r+-AQ 1 mccaevR¢ 101/2.....1- 13/017.5 _ Date t! "A - ay -qcP HH gyH Penh No. .11 _O S, REVISIONS VI PROJECT NOTES NO CHANGES SHALL BE MADE TO , ti THE SCOPE OF WORK WITHOUT PRIOR w A BUILDING DIVISION APPROVAL OF TUKWILA H p NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL 4,6 POST FULL NEWT LEGAL DESCRIPTIONS AND MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. U DO NOT NOTCH. PO N PLYWOOD YAM o PROJECT ADDRESS: 7 220 S. /DO ._,,,,....e. 84 NAILS PER PLANS TO SEPARATE PERMIT •9 POST AND SILL REQUIRED FOR: p CRYSTAL SPRINGS DRINKING WATER COMPANY, 7220 S.W. 180TH STREET : , ../ MECHANICAL N TUKWILA, WASHINGTON 1 Ti ■ — "s = /SS. /9' w' FEET A LIE L'J vn w . ° n. ° I _' rtcT i B ELECTRICAL °N • OWNER: ALLEN CULLEN,: 3613 61STS :W.,58Ar11:E, WASHINGTON 98//6 I . 935 -5447, 937 -5001 Er PLUMBING 59) (TAX LOT 8) TAX LOT 7 EAORN /O IF ' ' FEET YES! NO 31 N. r a FOILING M-1, LIGXT INDUST C"GAS PIPING R AL (TAX LOT S9 '' RALMAYI AS OCCUPANCY TYPE yr F 6t1P - RIA- Mee) e . u ROVE OE,fn„avo SAO MOLL. ERE TD H>.r CITY ISI a LIE 33 FEET FOOT NO PARALLEL YOH TE ORM LK Ci 0,31 WOO fOAMS NT• THE CONSULTANTS, INC., BUILDING ING DIVISION N ARCHITECT A H ARCHITECTURAL SOLTANTS L 1 STUD AT CORNERS • rl GE / 2 , 2x STU ctl c ® IM I�+NW @ v 1£41.G aa _ �sI STRANDER BOULEVARD, TUKWILA, WASHINGTON 90188, 575 -1313 AND DOORS _- ■ SINPSDN HDA HOIDOYM ' {• NOTCH FOR DOLTS ■ P E R fOUNDADpN PLAN - _ Laj '; / 1/ °(. cpNS� / A7 n i THESE DOCUMENTS REVIEWED FOR CONFORMANCE WITH THE PROPOSED USE: BOTTLED DRINKING WATER PURIFICATION, BOTTLING AND STORAGE FACILITY Y _ ■i b ,FOLLOWING ORDINANCES XSTOUCTURAL PER UNIFORM SUILDINO CODE ❑ NON STRU TUR:L "ER t /WORM BUILDING CODE CONCRETE FLOORS: I 0 WAC S1,0 BART, - NS • tIIL W I s.m SLOPE ALL NEW CONCRETE FL S LABS TO FLOOR DRAINS IN AREAS ®® J ®m °m THE APPLICANT I 'QI ARMPNCE W. ALL SHOWN ON THE DRAWINGS AT A MINIMUM RATE 1 /4 INCH. PER 1 FOOT. APPLICABLE OVL s. - ::1 J RSOUIREMENTS AND FF0011111 CONTINUES - -- I N — - - - - - INTERPRETATION OF THE GOVERNING AUTHORHY. • CONCRETE FLOOR SLABS SHALL BE 5 1/2 SACK SLAB REINFORCING 'WHERE OCCURS 3 ' T s tein 1../0 DOEOUI .4 • SHALL BE 44 BARS @ 2 0.C.; DOWEL INTO FOUNDATION WALLS '.A � — _ — --a y D MINIMUM OF 4 INCHES. PROVIDE CHAIRS FOR SUPPORT TO KEEP BAR I S.' 1SOTH ST - - I - - .e .H a �ia u., 6 6 IN RIDDLE OF SLAB. SIMPSOOUNDNAT $STB PER I 1S1514 s,r w 43RD ST .1 p, �F P UN. w.sz ux FLOORS AND WALLS IN WATER CLOSET COMPARTMENTS: I I LIMO CITY OF TUKWILA ....r sr F.10 Fv„ A PPROVED TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NONADSORBENT d'" yb n. • CONCRETE SURFACE. WALLS IN TOILET ROOMS SHALL BE FINISHED TO /(�1 B ""'^` "u a i' ee MAY 29 199 " ' A HEIGHT OF 4 FEET. OVER FRAME WALLS WITH 1/4 CEMENT' BOARD / H�LD�W © S / ". N DETAIL � •'°" KuSn ova WITH METAL EDGE STRIP AND 4" RUBBER BASE. AS NOTE ,L-',5_,'__ // 1 • = I' :0 /' L / BUILDING DIVISION -- a eh' • - 1 . -._ T Bxmws 9Y o41p/ ® �A �� I 'A� 1 1 WI W , 1 y ' _: � r,. mein-- 8 t . ,, —rte ..arze.as' ... ..,w .. .:; 1....,, .. BOUNDARY SURVEY �aN;,,,a, .n 1 ': L R'� Ig rJ � .. a�x o rT � l �. ssz.9 ... ,... �� CRYSTAL SPRINGS a "" -- 1, c,, - 6 6V 7 /Nee: - � 69 . 5d2..FL � ._ .. . I. B I •_..--- : TKLN Ls DE 1,4 o sT 1 T z i" .R "" r • zB I I •/-' o: ('D --- ---111 1 •' � THE ARCHITE CONSULTANTS INC. P.S. of • • .■•ATTL■, WAMIHINCTON • B111•13 • IBD01•B7B•:O1a1 :'' • Cl2� R■VIMON■ art y - l�� F2UILDING . � iDO bi�opst+tIRFA !K Rrop om sloN ��"�y 8 ta�o/a> �r • • W rranz i e eP e cr 1 - wait. More ® `S o i /2T�u�. COI- 4 I _- - I l 7a`L4.1 E Vt(ON 5.3• 131ty /a(a� - ar _ / -_ _ -___ - _ -___._ - G/PE_Q//T ETA . -err. t1 \ � i�, 0 - .- _ - ____ - _- _6p_O _ - __� - -4LJJ ! -- .- ...... J Mill A�'r pLALE - MUST P�P1Xt= ,E•2Gr - v� Yu alt 41 _- Ij 13Y736A 5 ,. Y - SI�..°L. ®{ s ���� -5 ..: ��� - 111 • - 1 111111, I i IIMMEMI- K . `� d i � y 7 tzrawu � i ,.., Atss�Tfg•coxrts Kev a/wta� —cfa . r1ff • irFnns. 6/g'_.�, .. —_ -.� '' i W I I II p 1 n sszn i1 - I I -? _ I - - I a I . — V \ g � ,. , I_� IN Sly —' - . ?. mrc sue: -sg- E __ _ < o 1 lAa7 s I . � ... �t /AIld NGV /57 A ` � 9 � I I I , 1 , v r,. 2 N �''� g I I I � N = /ri____� � I I -- WAae#cU5E - I - v - I .. ill N Q4 • ■ ,.. uzn° J _z IJ� v _ .,� , ; nv j ;: 2z / "A' ,E II ^ J ' r f 4 S He 1 6A7jb < I V I i �`d 1 .._- ® �,. , is I I I _ , I i ' n. ,u �_ I I , „, __._ I A A I ,, 11 I - -� E: II , & .mod'' -nt I N t h '� I '- ,,, I l i 7ni I ' �' �� � � u. _ 1 I L I - - - - . ! psi- � fie :. T6Li _! �-� _ I //7II�� El I _ ® vim � ' 0 _ . 1 . + it _ i _.. - H-Ta' I 1'i I I N (. - 'P . '2 rtco0A -- C N-Oao.2 - _ �� ti_r�., T uxx —' ^y -. � X 1 aozlq. _ . -_ - -- @ - - - 771 -ey�rH - - � i� �i �” = '_ - -- - - ® AF C -sN. _ wtr_ -N: T ` II - -- . -- - ' - - , V t, 4t � J III • • o tv 5 r r - . _ : . ,..42., ,..42., ., - _ -2 - __ .. J6 0 ' -- -- - - -- - - ' " - -- P , _- - r _o_' 4�' . -- 124". 4j9- -Q' T1 ! -"- _ . g , o .. _ .: 1 - I I I _. I �� - / [ r/ a. N_ _. �_. .-AV �:'�' -_ - - .Soho„ _- _ y. I 1 I I ° 4,1 Z. ZA/I E- A ,Z rtxTF/ QOrz ECew. �- _3 / J A 7(�(C \� - 1, __♦`2 Fl97I< - .- _- 2= .�t3P1L9GT- :PllYlaLrt ._etiff . SF y t-..--_,- _ -- _ _ _ - r_v=cr _i2.:" e • L � �- h P . . C 6L7k(J6[ 1 °wr Ar ,o �. . I I. u ' , se...65 (4 z/ CI M :J �g �- R _p zzp TP z. N _. I I I I v ...• r vJt -. _. " -_ -..._ N • L'• /X16 GPLAVELSURF-A,GJNG)__ _- -__ - l R r,/ISN. ToJL.Er/ ovh45I -a ✓ I, -: 119U :U74 - 9: v/2.0V5741 a s .� - .�tR . . 'I 7bll:E'r PAPErZ D /7P6 - N6ER' 4.4E - A'cK HM - S7,a2 E4Uq L, ` I -- I I �^ pt 2. 5 '0 FSRI� �� -CL�R� • £.VJ7dar - neT� ( II I z J - 1 W D -At 1 s ,Z.. RROR•.BaCatcL( fiLlol. oK_E UAL, I - t .�. -/ N a _ M/// HU FIO =' o I ,.I • '', 71LTiali=a(6RSELA.r_ g__.... ._.. _. _.. 6 d z • . Y N • . ' , � p f ;p1 - 't:.KI TJAl6 :Ll5- Pd.AL7 —e- I I � Imo'— 4 zevc - 1 - .•-•”4s '--' h - - - __ __ I . . - v i i ,1 F b - � W F =� 4 • w�E pA 1F/ r i2 ar E5 _ \ i S ` I N c ......,,„. 4.x, H ..c.... - _ _ - - IN Q I �" 1'9T /Lh2 '. 7REd 75� Cal" G ,U 3-7 r , I Q •' "LAZE P�/zsH. -f - .'1 I - -- � � 0 � � �� WE � 4' �.TSG = 18 =' 0.0: - - -_ / A � • - EXISTJNG _ - - ��e 9 //STIlJC Eck /C, 't' Ras - - - - - -- -- - - -- E74 A "pa.A P /N4 _ - _ .. , / rjj .� � I RsP AGT•Odi'UEWAY ' � v � ,i ` 4 � . �i I // J.- A . ..M S:SLNBUK�i:C , �/ i���/ A 77Z7 Zl O _ . c ) o 4 9• �. GMs 14 X1e c.a. T.:, 'P Ver.', — __ - - - - -- .... , 1 -I - E IN.r' +: P ., - - L' X/,rLNO:_oadv wAY_" - - • _ .r •mac a -d ..:L - /(o %S ' 9 — PRa - -L ._ 4- 4 ZALa.01=:V eesp_'. -zGAL Ir -I e. C ils t'o _ -t•+c- s LTXF- 7Y- t- _P /PPWi4L.A <... - ■ - CM Or TUHWIIA 11 __._ _ _ APPROVED S._ MAY 2 9 1996 A' � - -- - -- . F1 s JOA_-/PLAIV /5_1_TE PLAN /F2AMIN 1. ,--,— : -7.141 s s—,,,,,— 0-0-E a r,.�.. -mac ,- C'C.4L. < - J/ "(isJ• - 1 DIVISION I 7 �.g o Na,.ni wn -.,.., ."--,-.6 a -WAZL 5 I1fEL711L� -_ - - -_ - -- SUII..DING DIVISION c �_ r5'NArNJ�/G J7. c6>,' !1 -VWOOb - • ti �� -D O T, P Pt-A C.,, GtJZwI ® I�_ 8d N A /L! @ !o G ", /R o G, ... -. • • I , r,1L • • '® ,„,„1.5 �' 2'1 2 ", 12 "D.G p lN�" n'1 „..„„0, ' - r 5 - 4 - X_5TUD6 JBLO4KJNG A7'. - _ A cBpGE 2 T HE ARCHITECTURAL CONSULTANTS 'INC. P.S. o ■. ■ ■T■ . .• .. _ -._ �. ■ . wwap<worotl • ■■I■■ • <20•<•670•121121 I 4 - • REVISIONS 1:51 t - - £4, 2/a e-7 III . • t I ®; owaW = EK H4k = �I- _- -.. ■ _ .. - EKJS7T - cMIJ ATCP4. r cwa Cl cto 1. i ' •4 0..71( , 4 -- . - — o. rao 1 - 1iI11 Xt71 1 _ J 1/ T - 7 E ZA77 N _._. ,e1.5 __: .LE_vAr1.ON . 1 • 34,44.6-: f a /,, „ p . _e.)a 7ti4L CpL- 3LL`t I q -. - I / - _ METAL F460/.4 - XA 67+IL 5A18s 2GGA.. ` '[ _ _.._. ! — PR...FA - A/4l_ 1�dg 5421.-...0L.• - 1 5 • I - 7” -KL4' a FIR ki6.4 r2ers ba. 6°.YN' ,4 -F // f GOL V i ` -.7:-._-_7_/'--0-' ... .. I 7? Nr 60 Pa 7 / 3 A - 1 ... kT ' S /A3pxP/ 6C la F+T Sti - ES .�i ' 1. � - ; .ter -teo c_ .. � �o: - I I I :1' s G r� /u�, - - �FF_fL = P,a7✓sra v 2QVb ,. <cs oluc y I_ ti --�h , - T6a"l�`d FGR, -. z I _ __ { I -- .I ,ON..L $ I.. I QN. / txxi2 ' i y � G' Z , ,�J/ N d Y. _ 4 ii A ill I I � 6L� p3 J ` •r a i " CITY of TUKWIIA "' , ° l — - - APPROVED I - -. I 1 I MAY 2 9 1996 r .tDu rcia `aft BA® I I ' pp�� BUILDING DIVISION 1 1: A �, a I - . a2r.t27XT" — /T£ )zAL$ -VVeT /GAGS _ 7 /N4. 4MU 6GDG I . :.. n r�Er� s a� �rA Euis M_ _ I . - --- GUI I tK.F tut.S. 11T5... - ,. , _.— ' • "per \ , ,,, I. . I ' __ - __ *4�sz>=eL_- F/zaM I I , \I r mss' s 4. ° c� wa . 1 ` % / „,; PJOL0$ 174 /NT �` - B• - Pj rr: • <Od/F 1Il -A'6L TS!P - /LAL: - -.— _ i .. v , �sab i — .' . — — A r/ �,�r� --,----# , 1 T r! ¢ 3v' w /n6- rN CJ1� � � � � � Y QN ' ”` �, ,, � � - � SGjJLE /d O• , • "' o 6- - ��e -_ `h C I r+ a�aaT , d , birl Oq I . Y (AAA , q - ' THE ARCHITECTURAL CONSULTANTS INC. P.S. s - t • •. SEATTL . WASHINGTON • BBISS . 1205/ 676.1313 I C i f SEATTLE _ . Z - _ I_. _.- .g7C0- 4d ' Ca cKIfP.1'l•'�ti:-.- __. wevewalwo . a .. -_,we FRL.pGA5Atw , ei -- - - _ . j - . � 2, - . -- c i ' . 2 4'�(l71 "TAi 13L.I1G(C /ACL . . . EEiceEF 4,1 - r 1i " >17C�(L. ]+i-7 7.41L `j�+L _. ____. : i ,,. r j ea, w ^4.OkT.tf/3 -mYY 7L1z2E r' ' EPFIDN b.4 Q.(2�, /%5 e r m _. - L - -r T /1r ri - - , >'' Ple�lkki _. __, - - ? L- .17/. 4 .VD o SENL RE6LET 4' f-LRSH 4 cv. Vz.V4y FIFA . ei " .,.1 /0T.E 'LF/fe Gr4- r'a13_:73LdGK -_ _ ._. .._ .. j I _ . - ' /' I .'- -9 �/-/oZESG G -LASED �/✓L' of TJ Z's - -8" PEts_K, OMEGA - VEUTlLAro2S _ ! 1�[a 91 � � � �,� - GN F/z 13A5ES, 543"TS6 - oX IL `J UJOG C. 7 . - T 1 ) -- - -_ ._ _.... _... - lJ /LT-UP.. /NG. N11N. -GLKh 8 R4TIfY • i .. I ' ?a�, k47`7.c7 ilLAT1O /Y _- / _, z 4 € 7°usKir�A g,5ua Dc u.,, cm . ' J � � _ .. - ... -- - -- $_ « _*2. �1f5T5 i2' o A _ __. if �- _r.C 2 �U "esc: T17 nRA7 ✓ NAT - C..vrTEK. .. , .r: ,4 /Ma - .1 •, "' : _ - �I •' • .!. rr �.v.A- tern__ -_ - - - -- - - -- - -'- x•; -n-4 54W a1,2tnt+ > - .• - _. _ /- X'i c:�- Pi+iA"FA'scLA � -,.� 411 w, „ d .{�. M 9�z ✓.c.,z�r• .. !1� � ' l vi.. rd..�� N�[�:�'r prhr�- __ ✓ jl����� -' -_._ _ _ - gym. gym. ` - ZnH 2 ^k8'. N. FrRS Sl3T/L k.. f,A t - . t I V ' 0 /:' _ N R. ..1' °H..Fle7 2 fF'..TR -.3 ..; Y 'Y.. .' Y 5Lt. - __ - ' J ✓, ?.e lh' .T_/ti/_SULAYfOiN (N/C, " "P6•NSJYY� I �[� ' ,,z , � ` .. -- ■ ' " '- ' "' �. IPA �YeR REELl -G. /".:(.2” F4 ! - _CJIAZ L.6C7f6417 :.- _- ® - r ,., I 4-..$.7-, Z ,,,'"x!F_ " F.t..+.K 2t e c L L L t .3 .L A55,ryPEX . ) - • . __ - '� ._ 'F"'T✓t Ss K /ti'_; PANEL a./2 - 3" ‘ 11'.' ' ' , i, Y'; I s� A ETra LESNS Ef7 4A /✓ L�V .,STUB E 4VA L. I I . . -- - VENT /- 70Le leV EAc+I .T brSY 5 .4 ,a. fl.Y ®a I � g„, ' !/ 8.E11 N/ -,, --, - E NCBI - d cRiA.t. .6 o AQLLSS 4.3 0� �, d _ ® 7;ioe,v J ._ i � -44" r ✓r /35 , X7057 ,, c c ■ IS ••-1,,_ I I V 4! ' PIVX GSw - wi.i.r .: ,`7 - rnsu�oo, -e - v+P - F X 1 i I � 8' , .nY7sJM F i o .91Yn -!�yu . iA 0 e - - 7YP A/-a 1 _ e, t ' sL re l pc . .. , I1A I - j ,” eLFIR * 1: P . .. t VEUr .. : ® - 5 -7./ ! 6AN/eFT / /6/J 17E..1.15) ' F - YfS7IIlG GM.LL_WAL:c _ -._- {LAKE FLAG' /NC? REq`F_ : -- K N.F /R "I #1572 " T' P -ArGS, LAP 4-' G.LG UKf-,. _ I i I : k..4 Se,/ee ` BALANCE of ,24,-4.5. PE/1 T ly,f, - 2' -t -q i .. J . I1 ��\_ I , . ' .. esaLTS a /(a" O %c. TNRU O - I .Ne14�- sAl"E'g73- 3dfArEUr Q : .. . _ I �:71E.ao :_. -_- _ + c ; } - __ • v I `17 =��,- =T3_FA£ / , ' 'II YP - I I 1 1'. ® - 7 x�t( / L�/"G� /3r6"`WELDED �J I I - ° ' ---- __1-L- - -...1. -I 7,-,,,, TN PLArE; wcw \ - � .. _ :455F -MgL•r 7OS /Nl1LAR A!?1 P.,tY s ( - CrEA<N' T..roo G2GVT. 5e x/7n. N _ I •a•4 a : -•_ - A3A SNRY OPE : N7N PRav<OE.3 ',. .. \ D 2 ° A'LOG7�. /NG'IFT rc= O "O MAX - - j ; i .�• 'G 13r2gPLYN'b sXLAVV.J ('P g SCI G',6; r ° o , a • I WM. OM-TO Ex.:✓1.u18 I _ _ " Y Vrc rL S q��� E'C. k/ ,Ja;LS� ° o. �_ rvpiuc ' -.+' 4 t+Z- 11 "fLfI1Z "A G. = rEHPcR1R_tGY SKOKE- OPEN /N _ - ) C, SU N�' NJ�(Ei c • • ! ' - 1 7JUTL/,fC: LONC- BLOCK. RE MOYAL. f - M I _-X"2I73LIA - 40f '-_ lNSC7LAPOAr Ex7,77.N6 a.a. - :.. j I - = �L& 7�A. F1GTnldY PA /NTE'D fAtY. �Ttet . : ,r, - , 1 6 -�ac D / _ ._. .. • _ - p I ` - :.�$IDJNl q ,,'dErAL DACES :'.SPAN- Ll/llE 36,01, E6VAL, -. "1 j _ -? I I O - - "a. _. _ 1'� "PT - TIP °/ PC.Ar� 3 • • j:..- - I. -_ - - F OUNTJ HON- PPTAJLS. - $ "GALV. 73ULTS :THRU WAW - I _ - -. L.TR. E ASE_EL.NS N /N!� 1- 'CGO5Ue� -TYP . .. ,1 -I,1. 5 7 M1tA1z_ r pETAJL'D - :< ' _z 5£GUREpOTTS I N P.l .AZE ; L __ _ '. F • a I _ - .. _ I ' _.-:7_[r1 AuAS?f./ <•z sd- TN - FR e S - `" , - 4 . 6,4RS a I k- rz DYKf1GA77 F7d d�"2 -'� �- - _ a . __. _. - Cr 5 Co NC/z E7E WALL {1 r",l . _ ,:au .4a- G6_Posr HA5E 9 I t .. - -... " - - oC - °'XZt /KP: /OE7 /L 'C , I __. QL i .4E ' l �(tiTE.:(3EIia.U . _•. I _. - - - - - #4 A7WEL5 L 2 O" 1 Q„ o 1, I _ rC I h .: e •� 4 o 1 O/NT F /LLE/ -T %P , � 'J1 / -/ , ye 0 ) _:Z ".XtEty FcUM l+/5t OP - 2!' /O, - Tr , ' N !I T 1,,,' h� J de GaKG fie ‘).1 - TYl>lcA v ¢ -I I `l' :• I -.. d p -.. _ „_. - .5 /NP_ !7 .4D P1,ILT FELT:... -- �A� ,_(I {FOAM //J5OG a. _ N c 4 -PARSC B" 1 .. ' 1 ' wwa^..,or , 0 4 1 - - 1 � -_ ,2 G" E ALN . ii/A Y. - _. _.. � - :O � .. J m .; - Alai, ,O,Xud•I �'l - -. P.u4ci>I.tnsN� CIe - -� - e _ - .� a e,tGw % n c r 4� ' La trfoe e eo er .:1 -'8.° I+ '{ c'LG ..QtIT � ., -,o" �"--w' Ceyx -fn LJa.F.2. I�_1 - " --: t , - -:.2 8f1K5 Ha ^ tx. :. _ UE.7A!L C_ DETA)L . • p.TAIL A _ `. D TA1L .5 .5cAL6 4 SCALE: ": 11 O' - Q`y .r N -e. � Women: 44" = /(d' SGAL6; =✓4��= /gyp^ vio.4 ni- 64 4 >st,,�TW �-/ BUILDING . "4L •�,�A co/ ICI R.C^L. - 6,-.4t.4-,. NOTE ON - �`-- G' - - -__ _ -. : 'l a MW4 ,(,r-2. AAt e.r./.6 L , 1. All £lashing's 26 ga. galvanized,'prefiniahed where noted. 19. K Cabinet lin B reakroom): Diamond Inus dt ris or e. equal, 73. PA / iT7N6: SS -36 sink' base with- p;aatac laminate, too ,.'splash witA A. lX.GOR5 T2 /,y3GA73 /NETS : FAcoo . - p4 F/N; SN 2, Hoofing: Malarkey HO- NM4 -HD (Cleaa-A), or equal, with -{ ca for gi X21t• stainless steel sink and 41.3630 wall a ME TAL OZ'S /GOf17,F15?l3L ENA7d EL o✓ER p y pecificatio . " ' ` '' t ,,time. beer.. r niai h - rikl, finish end panels on open ends; 3 ply bas and SHS cap 'she par attflched e ` t Ald.,er, natural or similar finish. FA CTORY PR /ME /Z- 3. Siding: Metal :Sales 26 go. Swap Line 3 o equa wi to C- E T. WOOD FASGTA, /rC, Fa',M E .0AT.F' CI OF TCWVI A factory paint finish in standard color. Apply with screw, :, { 1 • Flooring:: APPROVED / F7N /5N C oAT OF EXT. HOUSE. PANT CFF /GE /3REAK /ZOOM 7 < proc a/ with sealing washers. 1 a) Office: Carpet by owner. Provide wood base; install -.---a. MAY 2 9 1996 4 P 2" sol bloc bet ty e s to o e bba cee d u 6' 1 ) o - af carpet • installed by other,. - - -- <GA - r JN, TE2 /pR 4,97 Al NOlL //C I' g _ .E To /LETS rat LCT VEST /9U 6 g' WAS AEE. .s CEME" f L b) Sreakroom: Armstrong Santa Cruz Vinyl Conlon shoat vinyl 1 3OARP ECRFA <E S: /G.0A7 Pry ME/A 4/ c4Ar. LA TEJ( E/JAMEL(EGC DUILDING D!vISION 1 5. wit 000 96 ee to be Kinnear C -,2480 - standard lift eteel-,o a 'with 4" rabberbase. Color: 85235 Beige. =x /9Ew CA✓CRETE.(OR C NCRETE MASONRY: / eCAr p80 A caving tnonla (- :1 041 doable glazed vision - ',gm SE ALE/< GOA LATE Partele' "'and vinyl bottom seal. Provide 3 track £or 12'X19, 31 Toilets and rywall e : No floor finish; 4" rubber / $ / X No A. MC 114 .✓T, I - M /5 dobFa' anQ 2" track FOI 10'X10' doOr.. _ `� I ,, t ha6¢ where drywall ertenda to floOZ. - 4 ,4 ): 6'Y �: // ekDAZ.J: I GoA /X! /ME/Z A T METq� ENAMCL, f' ind0 s• �� Inswlate VinYl " S tekeries .. ■ - N•.UEW /NT 6'Y 051./M :9bAK0; / Cg4r PVA PR / 't). �Y' - ' 6 N N ame floor in wash arse stair area and j 1 ' . 6XISTGNG /5U /LD /NG: NO P,1 t. ,2EU'D, r � �� 4 t, at' , ,, ` ` ! 3000, or 'equal, with 12 Ce insalat,d Bias,., .. _ fr and r a t(�� - 1 . - ,In warghgnee side Of toilet ;dome, Q /q:..SNEET METIL (F - ML OL /GT_PLGeFtG ); 1 r .l \ 1 AA 1 7. Nalk - Exterior Doors: S ( 10 510' 5ariae 500 (1 With . - , ,, _ _rA 1 4 , `/P - ' ) ), o; ""1*. type V'. "X1Q' notaiii l lit, With ,l S . `PGF A1R L,A,¢KEY nF ,L' 5 3 9 M /O 4; -j 20 go. , ste Pram as. !FUrnlsh with ,Ol09ars and I1R ae ; 6K,' € } _ • ' „! - 148/ > - A NP - ,'� l � U ) a 1� � 612 :i AH €unct -with cylipdera k e y ed to. ,@kisti^4 building I -,(jl R; °' B. Toilet Room Doors 1 3/9 hollow core stain grade wbod wpith ',, - '' [ (J/ L/ \ three (3) hinges, Posh Polls and, bloc 'er _ 9. Offico /9reekrone Doors; Y ; - 3/4" R ain grade wood doors with ,,; ' {1F , ";, _ three e wi (h) t cyli hi nges e beet s eepaFat frpjn ex rise 6K,`AH function PdF or { officnder keyd. Stin4 building ' � 2 �'� 1O : - a z andEuhction N (passage latch) Poz bEeakroom. 5 uii a . � �� I, S � �L" THE ARCHITECTURAL CONSULTANTS •INIC. PS, -- l . _ .. • . E i' - • - .. 1 � ® - __ _ . _. - . - - _1177 X46 STRUCTURAL NOTES _ _ _ • . . . . • ___ _ __.. = - •�- FROP eRTY 4 /N ' � - - Imo ''^^L ® " q9 '!lI •hl'ib CODES , 4 W D RAW N Uniform Building Code (UBC) 1994 Edition. d + _ I : _-__•.L.. / CNAGKOG Washington State Building h ' (Washington Administ Code rative Code (WAC) Chapter 51 -30) I I I e '�g�X /h +�`� �+•GRA / BA2 !- UJURE�M�Z24/. /a(6� GAT. -Mg/4. _� /JSL:- da_OCAae A..W.G.._ - Q1IElt _ _.. �( p la - 4 ffdlIERQUSa ..I LJ 1 •e.0 DESIGN LOA0S I I' BF I \ I 1 • .4. 5 /NK 1p7 Won)/ Ca'-0 - 'I JOIN _ 2µrr K- AOTACENT:.TO+AM 494/ 3, . L :W4L ^ Roof Live Load (Snow) 25 PSF 1,91 iii '\ . ` - 6'!✓ /Q,X 334 GONG T /C.E -I. - , I - - i7ENSEN ,VSTK 2 /21 95, l - 7 V � I PRAMS wiry - 7AF , FRAME ,A-5,-F" ,A-5,-F" Floor Live Load (Office) 50 PSF - Floor Live Load (corridors g Stairways) 100 PSF ER K +.OIL.EG/J,4G +!•1 /d'f4- �j,QSfilinlY - 7 5 Nell /- - + -- - 2g-CF G2AYE ('E DT /ONS (AKA LE • and Stairwa _ - Floor Live Load (Light Storage) 125 PSF - WA /N. - - I; - Bs4 F/4g + /` L. t _, 7.-------...16, PLgaE / . M12 !- e OUR CHAN NEL GR o•'L. Floor Live Load (Light Manufacturing) 75 PSF WOM�� - - _ o�ri - " Zf'LC772 P 4 --,T A Wind Load Zone and Exposure BO MPH, EXP. B Ii T Ali 3Ey�1.�0/L. QI/ -- -- Seismic Zone p Zone 3 - -� .- ; K` • r1 ,cw � - � t �i -Ai �. - � � �- i T____7,_ J -- - .V LN /7 NEATE ,AS rims/P); _ °B Allowable Soil Bearing Capacity (DL +LL) - 1500 PSF _;i (7f/AL (/L W..�TEM1' I� �V� • I MLYJN O_PXJ _ • ___L. I - /KA / WAVV� - - -a.�c . • - / °W 3(fG'roe.4 ei R /N ,FRq, -T /\ _ ER /FY_ /OAf /PO$ Nj , zeurrALdf 7 5 LE - 0/ /__ '` - 116 t� 60 48 ,1600 - GENE s pecif ications (if anyl. aten ala i _OFFJCE - P. - V `_ - I... -. _ - 1 7ns i 'Gr - '31 Pf ` ,7 � ' 1 �] ►►► I ppp y lll W W/N E sz 60RMeAG_ All a nd wo rkmanship sha conform to the drawin and __I2601,4 - Ads I , _ __ 7 , (.h � , s - 1 __ _ =llU Y W V. HeA OS>•Ar : _ I EXISTlN4 - /1 -- 13; 7- r/IN eW1R Ou sH+R r6u/n / i ////``` �VME / - h CCR - - - I 1 - ' Sr T the 5f7T AY• .d}! r� pcuetkAR During the construction period, the contractor shall be ' V it 4,,,_f • y _- '" !'GTl�4 - li' - AITE'c \ © I � I i -� r - .-- '' - - - -.L ' � 1 � ` \� / responsible for th e s of the construction project. The V �1 T 1 • r 1 5r contractor shall provide adequate shoring, bracing, guys and I _ _ _ , I - • protection of adjacent property, structures, streets, I 1 accordance with all national, state, and local ..QUA/4C/E/!16i15 -LAyE I utilities in - - XTZCI4- L"XJ6.C,116. fyKM •7lEry5A. R - V.564WEi Y /E: -To._. . . /Q safety ordinances. / 0' _-- .' : /O'- 6r 41¢x EK /51- / - LiN: 5SCd6,� -fEE - G ITE pLAN. --- I . - __. ' I J ` • The contractor s be responsible for coordinating the work of -' I N - N /2/ 7 all trades and shall check all dimensions. All discrepancies /d d". (-0t. (6 "' - - -- - -- � shall be reported and be resolved before proceeding with the I _ + 1_ work. 1 76 Z )./ /NE .P4,41•1 • Drawings indicate general and typical details of construction. I - _E CHA N/ C/ P A N - G Where conditions are not specifically indicated but are of - I h � -- -M. L L - • - -- a N similar character to details shown, similar details of I /= lZUAI ,A.TE 1/NATU/e•44 GAS L/NEs" -- 7. --- 3 - 4711 - E4 r'' u° %! - oe - - ' construction shall be used subject to review. ROFACJCTST /l•!6 BUIL YA/ - lµ.t - rd FANS.i _A/V N T i l O6_88 /4 (A'O BBL L - si All information shown on the drawings relative to existing A'7 YNRU -KOOP OZ P/O /ZTH WALL, conditions is given as the best present knowledge, but without - 9 UM9 /.V6 _ F/i'7Z1 B accuracy. = ft= 55.<. -_ guarantee of a acy, Where actual conditions conflict with the _R414 />,^-�a: AN65T0_Lor&E1V40B' ... ,, _ . _ � .w. .i .._....ems .e.. e : ^tee me.. 4f0e0: 042 MOV �T. @94 A00V6 FLOORS made. Modification of design drawing details shall not be -. lNs,LATl TRAP W e6d TYPO /NSVLAT70N.. b made without written approval. , Tax GCOSEYI Am. STQ �rOq•5cn I • 4 -.,. _.. Z Provide vertical support and lateral bracing for electical and G= F'La 0. pl+ArN .TO OCCO S. /ES i4... z mechanical equipment, yenta, ducts, and as - 17 =�E rCV /GC •5 /NX F CGF[E$7tlN4 V1 h1 C.Z <LNlAL .L� AT✓= j,7yeTE�_ '" quipmen piping a required. �dOLUei�gSE. 36.04-A, 02 9 y @gtA NE.gs- �, /Nb) - - ,u= p/rparr - LrN6 11.-7.45VCATBNd+LIi/5_144'_ 4Ay,. _ i per` I O N • FOUNDATIONS ; H All footings shall bear on undisturbed ground or structural fill. �. - '�,_,. I f _ I _ _ I M All footings shall be a minimum of 18 inches below grade 1 �., F 11 - 1 / `-I �A _ � _.. ,I X unless j I �.n -DµR P A q, >I a�7 noted otherwise drawings, examined and a I I - V A - LHE' !{ on the sa roved by the A -- A A ,I _ i A _ A - - I - k+ T1T/�RE A .T, F Z Z4 NIN m s • Foundation excavations hall b -- Engioeereor prior to the ylapprove f t h e rowner , and steel A -- P I 1 V— _ - I avB2_ -- - _ -- J _ �� - �T d"L_. -. �� A PP Y ineer or a testin laborator a o esildin Official o Y owner, and the - I h� _ ' .__D(>4 I 'tO[15 L° q A o A I S- P93lsLA a A .d N an (A — 1 I 0 Sri i A I f 4.4 4) f ; l — � t__ 0i ____ __ iK _ _ —. I I , 0 • Compaction: 0 A, Material for filling dmbor li go shall consist of the , i - • l ! - . a-- M PT - ' }' ^ �' ... - ? pA V pA5 -- J - A A A q dl m • and back£illin _ v MI EA ✓ ��� © w• A M of organic and material trash, lumber hinalayeralnobeto free I �_ J� l 'n.' - i , excavated e _ _ c backf'l1 shall be deposited moistened to approximate ,I' _ f _ _ � -r I I - - optimdm8 in h enand rolled or compacted with I - � I _WAS fiREA '- tw . e rA _ \ A c ea tick u re i pne is m ethod , u - L8/� F 1 i A A A A_ � N approved equipment in such a manner y ''/ _ 1 • F • a relative compaction of 95% of maximum dry s to oduce ' ii - WA N x/L 4_ I X11 It � �I E, ae determi b ASTM D 1557 ! , f Y4 A optimum y e :GR L VS -/ Pb' . _. moisture _ ___ , � X /TT --- AIL [4. - . - /usTALL.up04,': . .. 0 . 41 40 " : �= f/''r k 0 content of compaction. c 4) ___ ___ _ .. C. Hand tampers shall weigeass. an d I r4! + -_ -Oa �4 -g!.I I I L /N C A OPY w a/ER .• •• each and shall • h at least 50 lb -_ I e __���/ __ 'I - W have a face area not in excess of 64 square inches. Hand _ T • -- - • _.._...... I I tamper may be o pera t e d ei m anually or mechanically - '� '- shall be used only where larger power driven compaction equipment • r pment cannot be used. __ - 2GL - -- APPROVED All cast _ P - _- _. 4 1. I 7C 4 L 1 /-'L A/v - AS NUI C _ _ MAY 2919966 n • All cast in place concrete shall meet the following requirements: 6 EW SG/ 7C EDJ / /!� Quality of concrete shall be determined by UBC Section 1905. /i /0 TE'• BUILDING o I M� ?� /M � LAU - - fCALE: Yg " =/ o" � ; lvi J ON J - - Minimum 2B day compressive strength shall be 2000 PSI, Use 5-94N PROV /O // .NA /A/ / f / GAM sacks Per yard of Type i cement with 6.6 gallons of water per R£- ,KEQu/RED 70 SEANB NE KA SLY A uv - f30L T p /�+LI r /�j / SATE R za -CONE nASS /TA: /M {" Pe ,?e NAxKS. _ +a c c 86 l UAL, � Y I - I sack of cement. Slump shall be 4 inches plus or minus 1 inch. 0 .Ug / - - F r p a I / �' 2 370Y /R E:S MO KE H6.nT P 3 P4GT /2 . 10 _.. _ 'S ' ' :7,26.17 cn D6_R RR.U/RMeA1YS.... oM� PLVOR ji7 Hov /A sL 401-6- �I- 2 w /NANO e •es V a ill s L aq� Use Type I -A cement where air entrainment is required. All G Yo ENCLL . Its-707•V/2( I M i /874oA jILRK P•� /fAi �a -Fy0 _4{ r I methods and materials per UBC Chapter 19 and UBC Standards 19 -1, I� � .Exil7M14 200 Aida ARRE120RAR:-' - -AI / ___ .._.. ..._ "_- . TL9. 24,A ' r 9 :.. A - F4o ••/ and 19 -3. ybrn /-PA NEL W ?O -_ __._. -... RED. /VGA F/Vrek- la. -.. P80TFj._ - - 462H _ 'lop ./ V, _. ..4.7 __- -- -_ -- -__. _ I 1 �f/9'i/p6 g4 ___?- - __ SVRFAC6 - 67G ,VC0 " - 1575NMM PR /SM.. '75W MV MO V. - • 5 rI i • I �B - EX / -T - L /TAlON/A 5 /Rat -08 - - '.2, 00W /20V y ' i � / a` - - _ _- '7PC"F.:lNCAUL Aru7buC Y -blv.T .. xN- £1,5 -/cew '2ov � a5g s Ar rlaA7ax a avef vc - /o2 - ; a4oV lash GaNP \I.ZC____'6J3�.T___IC]_ / _ - • e. THE ARCHITECTURAL cum, LTANTS INC. P.S.. we MNIOST. . . . . - wvNN91w ®:. • Water—reducing admixtures may be incorporated in the concrete All panels for use as wall sheathing shall be APA RATED SHEATHING 1111 . with minimum grade and nominal thickness as noted on the —. strict mixes, but shall conform to ASTM C-494, and be used in 9TRi1(JTDRAI, TIMBER drawings. shall have a minimum - span rating of 16/0 or wall -line over ter and 24/0 or Wall 2400 over � strict accordance with the manufacturer's recommendations. r scuds 16" on r B`7 `°°� °B"' v,�,, Lumber material shall be as shown below unless otherwise noted o e c An on studs 24' on center. Panels be oriented vertically used in may y o r air-entraining agent conforming other ASTM C 260 shall be drawings: i across studs. .0 5+.�.s 4. 4 ° ".�. 'PRAWN all concrete mixes for slabs and other flatwork to be exposed to hor Block behind panel edges / weather. The amount of entrained air shall be 5% plus or minus 1% SIZE CRADF perpendicular to the studs with blocking equal to the stud size. / / ' • ,/ _arm., by volume. 2x4 HF Standard or HF Stud c _ _ co 2x6 and deeper HF q2 and better or DF #2 and better r 4x4, 4x6 DF L (i2 and better Openings up to 12" x 12" may be made in ells at least 12 Calcium chloride o other water-soluble chloride ion admixtures from any edge for pipes and vents provided d that all panel edge J nq/e�4 shall not be used. are blocked and edge nailed 4x8 and deeper DF L #2 and better ' i � OaA LO 6x6, 6x8 OF -L #2 and better ` A - - -- 7.,... STUCr!le '" c. 2 /D/J - - Concrete shall be maintained in a m oist condition or sealed with 6x10 and larger DF -L #1 - Iz cA JOO NO. a chemical sealer for a minimum of five (5) days after placement. I JOISTS " p ` ) " " Oi° 1 ed e L., (..,12-u...-. All lumber shall be graded and stamped per WWPA or WCLIB and UBC I Joists shall be manufactured with flan of micro -lam or Keyed construction joints shall be used in all cases except slabs Standard No. 23 -1. All lumber shall be seasoned with a moisture gas on grade. All construction joints shall be thoroughly cleaned a n d content not over 19 %. stress rated lumber with webs glued to the flanges with I ILd t v " L 41 all laitance shall be removed. All vertical joints shall be waterproof glue. The I Joist sizes as noted on the drawings a re thorou hl wetted and slushed with a coat of neat cement manufactured by Trus Joist MacMillanor approved equivalent. t L g y Nail all framin g per Table 23 -1 -Q, UBC 1994, unless noted Nkt�f L f p` ^•° P � immediately before placing new concrete. otherwise. Do not provide washers under heads of lag screws. I Joists shall be designed to fit dimensions shown on the ( /// Substitution of box or sinker nails for common nails requires __ Pipes other than electrical conduits shall not be embedded i drawings and for loads shown above; include any concentrated structural concrete except where approval of the Engineer. specifically approved. Do not mechanical loads on floor (verify weight and location with XX embed aluminum conduits with ih - - -- • mechanical contractor). All designs be in accordance with ,Jl c and sleeves in concrete. All wood in contact with onry shall be pressure allowable values assigned by a current ICED Evaluation Report. ' c ncrete or ma tr eated with a water borne preservative tive accordance with the Deflection due to live load shall be limited to Span /360. ~ � �— I. standard specifications of the American Wood Preservative REINFORCEMENT ion. Paint cuts made after treatment with 2 brush coats shop drawings shall be submitted for r w prior to fabrication. T e v v . ,. a Association. L Ca,_ - G,. 4 of the preservative. Reinforcement shall be deformed bars in accordance with ASTM Shop drawings shall be stamped by a Civil Engineer registered i n L A -615 Grade 60, and made from new billets. Reinforcing to be Framing hardware as noted on drawings is manufactured by Simpson the State of Washington who i responsible for the design. The approve by welded shall be ASTM A -615 Grade 60 with a Carbon Equivalent Strong -Tie Company, Inc. or equivalent substitutions d b manufacturer shall design and provide all required bridging and the Engineer. (C.E.) of 0.55 or less, or ASTM A -706. bracing between the I Joists. Lap all reinforcing bars 40 diameters at all splices, corners, No structural member shall be cut or notched unless specifically I Joists shall be erected and installed in ordance with the ' , over and intersecting walls, unless noted otherwise. Cover o shown, noted, or approved by the Structural Engineer. Use double drawings, approved shop drawings and manufacturer's installation reinforcement shall be a minimum of 3 inches for concrete placed joists under walls or partitions parallel to joists. Solid block recommendations. Cutting or field alteration of I Joists is not / I on ground, 2 inches for c ncrete exposed to ground or weather under partitions perpendicular to joists. Provide washers under permitted. �p-fi w°rl- I after removal of forms, and 1 -1/2 inches unless noted otherwise. heads and nuts of all bolts bearing on wood. 0 1 'y ° ii Anchor bolts, dowels, and other embedded items to be securely tied in place before concrete is poured. At sawn lumber t a de cross-bridging n GYPSUM WALLBOARD AND F / joie provi at H' -0" on SHEATHING center maximum spacing and solid bbc'ng at bearing points. Gypsum wallboard and sheathing, and installation shall meet the _ __ o i • SLABS ON GRADE provide double joists each side of openings unless detailed requirements of UBC sections 2511 and 2513. Wallboard shall be pL �1's`< -ai. y c.°°° © b otherwise. 5/8" thick and sheathing shall be 1 /2" thick unless noted 2 y , ( gyp,_, - �) otherwise. Use Type 'X' or water resistant gypsum wallboard n See foundation plan for concrete slab thickness. Slabs shall be where required. __ 3 r placed over 4" of 5/8" minus crushed rock with less than 5% Headers with a nominal depth of 10" or greate shall be supported fines, unless noted otherwise in the soils report. by a minimum of two (2) cripple studs each end. - Gypsum panels shall be not less than 4' x 8' a cept at boundaries I. m Reinforcing shall be as noted on drawings placed at the center of All wood framing details not shown otherwise shall be constructed and changes in framing where them i m sheet shall be I > u to minimum standards of the Uniform Building Code. 24 ". Panels shall bear on 2^ naminal wider framing. ( the slab thickness. Reinforcing shall be placed on chairs. i ' Gypsum wallboard and sheathing may be installed with the long Pour joints shall have 1/2" diameter x 48" long smooth straight dimension parallel or perpendicular to the studs. stagger end I dowels at 29" on center across the cold joint. These dowels - WOOD STO TI1R Ai, PANFI,S joints of adjacent pieces. wall sections having a height to /', b pt ' t" A' ' .1-..,,,,,.. V; shall be coated with grease on one side, or covered with or plastic sleeve to prevent bonding. a paper Wood structural panel material and installation shall meet the length ratio in excess of 1 -1/2 to 1 shall be blocked. r "l I TO requirements of UBC Standards 23 -2, 23 -3, 23 -4 as applicable and r' I e � Crack control joints shall be placed at 15 feet on center maximum UBC section 2314. All panels shall be APA grade marked and shall Where blocking is required on the drawings, it shall be provided 1 • ach direction with a maximum aspect ratio of 1.25:1.0 unless be manufactured with exterior glue. Use exterior grade where at all joints perpendicular to the studs and shall be equal co II • n e a noted otherwise on the drawings. Control joints shall occur at edge or surface is exposed to weather. the stud size. re-entrant c dimensions. t corners or nt other abrupt changes ne iam u to 12" x 12" clear be made in shearwalls at least-� M Cdnt Sol joints shall intersect column centerlines in a diamond Plywood is 5 ply C -C or C -D unless noted otherwise. Panels 1/32" Openings p may r W pattern at the column. less may be substituted for the nominal thickness noted on the 12" from any edge for pipes and vents provided that all panel - J -.. _ I y drawings. edges are blocked and edge nailed. Where interior shea rwalls are _ __ . , Crack control joints shall be either t ae noted above noted on drawings, gypsum wallboard is to be continuous behind r y a pour join �i.�s� -- :� c-�- „— or saw cuts 1/8" x 1/4 of the slab thickness, but not less than Where plywood is noted on the drawingb, substitution of other intersecting walls and other built -in items unless noted —� N 1 -1/4 ". Zip -strip shall not be used. Where saw cuts are used, types of wood structural panels (such as particleboard) must be otherwise. the cut must be made as soon as the slab will support the saw and approved by the Engineer. ' r ° r Nails shall be 5d cooler o wallboard nails for 1/2" wallboard the saw will not ravel the cut, but before random shrinkage t voe w 14 TSI 9 T o x cracks form in the concrete slab. (This is usually 4 to 12 hours if panels 1/8" apart except for tongue & groove type. Panels and 6d cooler or wallboard nails for 5 /8" wallboard. Nails for Ao o a„° x tr' rc after finishing, but will vary with specific project conditions.) shall be not lees than 4'x B. except at boundaries and changes gypsum sheathing shall be galvanized Number 11 gauge 1 -3/4" long, u, a� k am y .n framing where the minimum sheet dimension shall be 24 ". with a 7/16" head, and a diamond point. Fasteners shall be 1 ' Panels shall bear on 2" nominal or wider framing. placed not less than 3/5" from panel edges and shall be spaced N ,STRUCTURAL STEEL not more than 7" o enter at top and sill plates, studs, and any N 1 Nails shall be placed not less than 3/8" from panel edges and blocking unless noted otherwise. Nails shall be installed shall be spaced not more than 6" on center along without fracturing the face paper with the fastener head. SI M9sv.a CMse 14X 1W� i- <. ,,� All methods and materials shall conform to AISC Specification, panel edge latest edition, for the Design, Fabrication and Erection of bearings unless noted otherwise. Space nails 12" o center along ''''/ , -1, , -Irfd Net., e 3's'...,. Structural Steel for Buildings. Paint all structural steel intermediate framing members, except 6" on center where framing i )6 or larger self - drilling bugle head screws with 5 /e" min u exposed to weather unless noted otherwise on drawings. members are 48" on center or more. Nails shall be driven flush penetration into wood framing may be substituted for soils at vi w 4.,,,e- +.i 0w •-■=v with the face of the sheet and shall not be more than 1/16" below same spacing and edge distance. Head of screw to be flush with Material specifications: the top surface. Underdriven nails to be nailed flush by hand. panel. Substitution of staples must be approved by the Engineer. ✓ °� s'(O_ -i- e... -ia 4zi.o.1 Structural shapes and bars: ASTM A -36 Substitution of box or sinker nails, or staples must be approved O 3'y Pipe (Standard weight U.N.0): ASTM A -53, Grade B by the Engineer. ' Structural tubing: ASTM A -500, Grade B Bolts: ASTM A -307, unless noted otherwise. All wood panels for floors and roofs shall be APA RATED SHEATHING , ) High Strength Bolts: ASTM A -325, where noted with minimum grade, nominal thickness, and span rating a noted Nuts: ASTM A -563 on the drawings. All panels shall be oriented with the long Tl1KVNILA i APPROVED TUI dimension across three supports minimum with staggered end joints - CITY IF The structural steel drawings represent the completed structure. (except panelized roof systems). Stagger edge joints at It is the contractor's responsibility to coordinate shop or field panelized roof systems. Oveninns no ro I 7a" ,- ,. ... - - -- - • welding and shop or field bolting of the items specified in the made in panels for pipes and vents provided that all panel edges MAY 2 9 199G, contract documents. are blocked and edge nailed. AS BOIL „ / /� C All panels for floors shall be tongue & groove unless all edges BUILDING DIVISION Welding shall only be dons by a certified welder and shall be in ordance with AWE and AISC specifications; E70XX clecCrodes per aroe gsolid & g blocked, Panels shall be glued to framing and at tnue roove joints with glue per APA AFG O1 and Walled with RHO. Field welds shall have special inspection per UBC section ring-shook re n or r scre - rHailre. ds Use d solid blocking bwhere ” 0 A` " 1701.5 unless noted otherwise. Minimum veld size shall be 3/16" quired o dawng. Star tea an risers shall e 3/4 thick / r 'p (1� fillet unless noted otherwise. unless noted otherwise. ti � M _ 1 ' , �j P O I All panels for roofs shall have o e & ` /11-1105, ) 1 � " "" "' ' O e panel edge clip betwe supports (t for framing membersn48 center) unless tongu / 5 / �', �. p(' •'•' + +, t in groove type is used or panels are blocked. Use solid blocking � '' _ .._. 1 1 � + _ ` • where required on drawings. ' ' I THE ARCHITECTURAL CONSULTANTS INC. P.S. OP • i SPECIFICATIONS LEGEND & ABBREVIATIONS W yyq INVERT ASPHALT. CONCRETE PAVEMENT: - ! M MANUAL CONTROL DV V MANUAL DRAIN V ALVE VALVE u Per WSDOT 9- 02.f(4) :.paving asphalt as follows: i DCVA DOUBLE CHECK V = 888 I DCVA VALVE ASSEMBLY 5 Viscosity Grade, AR -4000W c - DC QUICK COUPLER p Mineral Aggregdte Per WSDOT 9- 03.8 _ - pis - EXISTING SPOT ELEVATION - C° I B CATCH BASIN z • Proportion of Materials Per WSDOT 9- 03.8(6), B Class UR _ "' TC TOP OF CURB ELEVATION 3 Asphalt Concrete Class: .Class B CO NTO - , .: - Asphalt % of Total `Mixture 4.0 -7.50 Ex1ST - - _ _ _ SP OF PAVEMENT 0.01 , E IN EET R FOOT ION o Installation per WSDOT' 5-04.3(9) for Spreading and F Finishing, _ - _ -- - - - E INVERT ELEVATION WSDOT 5- 04.3(10) for. Compacting, WSDOT 5-04.3(11) for Joints. No Area to be drained = 19,250 SF the Pub to field inspection acceptance is subje - - - - - i- FO CLEAN SH GRADE ELEVATION reverse slopes, "bird baths", or "bumps" at joints will be , -- -- _ " _, _ [lowed. Finish surface shall not vary more than 1/4 inch in any -- _ _�;, FINISH GRADE j 710N _ _ - - - - P7 p - y AC P ) drection aloe the lower ed a of a 10 -foot strai ht ed e. _ FG 23.0 MIN, 24.6 MA% "L DWS D FENWATER CONCRETE/. O - : I'M 14 55 - 9 q g g -- T -- - -- 155.13' N, - TEMP EROSION-CONTROL SILT FENCE BIOFILTRATION SEEDING: _ • - - • e - • - ), -- - ' _ - -- _' ; i _. _ r. R KING COUNTY SWDM DESIG Time of seeding: March 1 through May 15 and August 15 through FG 23.0 MIN, 24:'6' - MA X fl , - - : >� . _.. _� _ • 4 October a - - - _ T. REAR YARD BUILDING SET94CK (TYP) 7 PROPOSED CONT OUR 23 Cjrt '10/7V _ s ' , preparation: Remo a existing grassy vegetation and roots. '' � S Shape area to final cant Incorporate gypsum (100 Ibs per 1000 SF), granular lime (50 Ib per 7000 SF), and rotted manure T �45 ,S�Q7T� 1 I 6 6 $ Soil prep DAYLIGHT TO PARKING LOT ®NE CORNER. TC 251 (` EXTRUDED CURB _ • '.+ � ; SLOPE ROOF DRAIN ACROSS 0 FACADE, (3.5 CY p 1000 SF) by rotohil'ng into the top 5 inches of N . @ G soil. Seedbed preparation: Seedbed should be firm, but not compacted. I ' TP 24.6 % p+ 7 2q }. Slopes. shall be surface - roughened by track-walking, leaving cleat �I p a I m T =2 4.6 lot UTILITY EASEMENT f P N T jv imprints parallel to the slope contours. kINCCO (f 7406170475 1 ; h A 0 Fertilization Apply 10 -20 -20 (nitrogen- phosphorus- potassium) I. ' �\ t , ( \ v� . •s z fertilizer (5.75 Ibs per 1000 SF) and 31 -0 -0 sulfur coated urea EDGE OF NEW 14 i } �\ a� . •; fertilizer (1.2 Ibs per 1000 SF) Ii: CONC PVMT Ir 1C o .. Seeding Rate: Apply seed mix (2.75 lbs per 1000 Sr) . r I GRAVEL PROPOSED ADDITION Te =24.5 I Hydromulch: Ap ly defibrated, long- length wood fiber mulch ( k I' SEE ARCHITECTURAL yf per 1000 5 with tackifier 1 lb ° - - - - - I { 10'X100' EASEMENT FROM �� Ibs p woo I p F) ( per 1000 SF). r Tp =24 6 CONCRETE ::::F:::0: FIN FLR ELEV = 24.6 I L U B f see and T IR B 100' LIGHT CO . R.O -.- w Festuca arundinacca or Fest°. °labor i2 ' EXISTING 0 RIM = 24.5 s EDGE NEW E EXIT 4% PVMT r aI� Meadow faxtad �Alepocurus protensis) 10& 90 %, 80 %; I TP =24.6 w0 o REMOVE. EXIST SAN MO EXIST C P V C S AN I /!Ir ry GRUB GRASSY VEGETATION m' hybridum) 6 %, 98 %, 90%; -°o • NEW CONC SLAB OVER TP =24.6 BENEATH BLDG ''' a •UDED CURB NORTH, 1119 h p10 &ROOTS RESHAPE, SOIL Redtop (Agrost's albs)' 6 %, 92 %;• 85 %. N EXISTING: SEE ARCHITECTURAL 14 \ 7P =24 6 BARRIER CURB SOUTH , Alsfke clover (T Ifoliu i �I Yd PREP, & HYDROSEED Y I (MEET ELEV OF 1ST TREAD TO + C � ^ TP_24.5 i y �: T 23 (J �i I r 1 00 SF - ry 0 BOXES, METER & VALVES MEZZANINE ABOVE AT NORTH c r 24 5 - " J I � =0j - Per WSDOT 9-30.6(7) at meter, double check valve assembly, master - I EDGE .SURROUND TREAD W/ " i ry - u u I, 6f control and $ I EXPANSION JTFM24.6 24. o • f TP 24.3 pVMT_gW YP -24 Z . b9r , �1 I �,l • I I C E . i 1 . valve, and of m noel tlrain elves. c, -0.05 -.�i 1 "4/� CATCH BASIN: WSDOT St and te e Plan B-1 WSDO Standard Pion B -3. - REMOVE 170 SY � i I I •, N• Type 1 er WSD OT Standard Plan B -1 (with frame and solid lid) I I ' SWALE S_ r +� � A ` ' PVC ail /water f . " f�c V Installation per WSDOT 7 -05.3. I f ' ;A • iv AC PAVEMENT u� - - - - ... , - " / L G 5 I rr ° ) �; l � c CONCRETE ENCASEMENT FOR TRENCH DRAIN: f - -- . ,, p � 365 '1,..':: I o Class 3000 per WSDOT. 6 -02. installation per WSDOT 6-02.3(6) and I 1 ' TP 24.5 w WEEPHOLE Qc? SEAL COAT EXISTING GRAVEL BASE ,n "'1 I II Z 11 N 6- 02.3(8)A and in accordance with Trench Drain manufacturer's - 115 - L recommendations. I - - -. � TO PROTECT IT. RESHAPE AS NEEDED, I 23.9 %, , O h du ' `INSTALL TRASH ENCLOSURE 8 PAVE PER DETAIL 2/C1 �n I %� v ,. r ��AA CRUSHED SURFACING (BASE AND TOP COURSE) I •IEEE ARCHITECTURAL) A, 27' I zl .I i A v! p N Per WSDOT 9-03.9(3). Installation per WSDOT 4-04.3(2) for. TP =24'6 n _- -- Thes c ans have bee re viewed b t he Public Sub rode, WSDOT 4.3 4 for Placing and Spreading, EDGE OF NEW m a p g O g p g, per WSDOT 4- , I pow PVT I I e. %' Work Department rtment for conformance with corset h ; 04.3(5). for Shaping and C ropacting. - - C ® I ;I I I) Cit standards. Acceptance; is subject to errors . 1%9 T 7 ASPHALT CONCRETE PAVEMENT 1 y . I d y ' CURB, CEMENT CONCRETE BARRIER: ` I . (DETAIL 2/C7) Pe I ' p . f p ' s which er not authorize violations of i� a nd Omissions q Per WSDOT Standard Flan F -1. Installation WSDOT a - 04.3 1 I _ CO 3' DEEP '>f B I u „ „ V ado Led standards or ordinances. The ponsibility 5$i/ m Par () i � 5 55 F DETENTION k ` '. P X t,,/ I I- C C Cr�"y5 fonthe adequacy- othhe- design rests res totally with CURB, EXTRUDED CEMENT CONCRETE:e 5. installation per WSDOT 8- I �� � A _ ,: .: 10 -25.2 N Two'y : 550 F, " 6 MAX IEP I ::-.4, I r . A F th go a h d or revo t is Per WSDOT Standard .Plan F -26, Type ns a \s, GX • q . TP_ 24.7 '. z .\n > T. a 27' 1® 5 =0.01 j ,E t p , ' Y e d rawings after this date will void this W n o. ±ss Svy 4 , ) 04:3 1 p I PAINT I I , i r f acceptance. and will require a resubmittal of O• y q > z > v k % , � / evisetl d rawing s for subsequent a roval« � IRRIGATION SYSTEM: F �� ' .� 85 -, '� , _ Per WSDOT 8 -03 and 9 -1 Double heck valve assembly (Rainbird I I z : -i l P IT J I 1 ` I I i �� ,p PP z .. 5. � s v :•a+ 7 i bR ✓ /� Fi ct tion y b RP -QT -075, or equal) conforming to Washington Department of DETAIL G La PAINT I �y TC 25.5 (ttP) - ASPHALT CONCRETE PAVEMENT t Y I /� Public Works utilities Inspecloc Health and Social Services (DSHS) requirements. 3 -Inch PVC _. _ _ TP - 25 _ O _ I (( ( /S) ! ✓a f_. B i - .e J 111 q I - . t - _- - IL F I .. I �,�7 V Date: 5/2//P. y : 6 � . dap sleeve, cl ass 20 0. 1-inch main lino, schedule 40, at 18 -inch ch I 25' FRONT YARD BUILDING SETBACK (TYP) -�� I 8.5' I j t �� ., �� , 7 depth. Quick coupler Ralnb'rd 44RC on double swing joints. TRENCH I 1/2 -inch brass manual drain valves require 1 CF geotextile- I M I, DETAIL 1/C1) I _ 5 rj,U4 , 5-c9 7 F W wrapped gravel sump at each location. f EXIST GRAVEL SURFACE TC 24 5 1 { - PAVEMENT MARKINGS: I n -�,- MEET - M IST LANOSFAT?ED AREA s TP, 0 : , I TCr23.9 I . I 4 Materials per WSDOT 8 -22.1, painted in conformance with WSDOT . v EXISTING TC 25. � ` • 22 8LF 8 ® -at' E E 8 -22. 2 7 3 IT{ 23,E * Z T s =0 W I „ I /2 MD CO 5' DEEP P =24.7 C 24.4 CB W/ QIL /WATER � / 2 l PIPE BEDDING: 3 4" DCVA "-. - TP -23.9 - - - SEPARATOR PER N w Bedding material per WSDOT 9- 03.18, compact 90% min, 95% under pavemont 1 t REQUIRED ITECTU ARAL) - - EXTRUDED CURB WEST, (oal 3 /Ci) �( 25 4 Per WSDOT 9 -30.1 5)A for pipe, and WSDOT 9 -3 ITECTUL) - F C .. .BABBLER CURB EAST 26 PIPE. PVC & FITTINGS; I 2 PVC SLEEVE (SEE ARCH - _ _ ° for A for fittings I pipe, - 1 PVC ( - " d ttP) -• - - _ 2 5. _ 1 ` MAX } 27 - p' (4 Inches and Over). Per WSDOT 9- 30.1(5)B for pipe, and WSDOT L_ _ _ ,,,,__ • - Il: ffffffftgifffff5111)f6115$01 ff155 w - - . � . 9- 30.2(5)B for fittings (4 Inches and Under). Sanitary pipe _ _. QCa -' . Z .-_ . _. o , _ _ . _ _ - - shall be rubber- gaekated ASTM D3034, SDR 35. TC -27.1 - f - - - e 1T • cd - i r , -- • • - _.. - - - -• o ���I W, , o ' i QC I " SOIL RESIDUAL HERBICIDE TP 26.6 - - _ - _ o Per WSDOT 5- 04.3(5)D at all areas to be paved with asphalt _ - - . - I UI Z concrete pavement. - .. - , .. _ _ _.. __ Ira,:., w TRACER WIRE: E.w, - _ f "_ zj, -_ - ... CC Provide bare copper wire (not less than 0,10 inch in GENERAL NOTES (CONTINUED) I - . _ : c _ - - - d burled 12 inches below finish grade in sufficient - DWS = DIMENSION BARRIER CURB • IS length to be continuous over each separate run of non - metallic pipe. 3. It shall be the controctors responsibility to secure all POINT OF ( _ SITE PLAN s s s • ... CO ry permits prior g c AC PAVEMENT 6' 10' V neceasa is to starting construction. It shall PARKING TRENCH DRAIN: PER 7/C1 VARIES VARIES 1' -0" 1' -O" bit the e pnr meet's 24 hours biI do notify the r pect've SCALE 1" = 10' P C., Trout a pre-approved ( P 1 0 equal as manufactured by P have IN, City's departments 24 hours in advance of backf'll'ng all i 0' S' • 10' 15' 20' 25' Z INC., Troutman, NC., (1 -800 -438- 6057). Channels shall have construction in order to schedule inspections interlocking joints and horizontal ribs to ensure positive I 2 PSPL EASEMENT CC anchor n the encasement concrete Properly fitting outlets and 4, Existin asp halt paving shall be sawcut to a minimum depth I I PL - 1 2 2 EXISTING SOIL / N 1 w Z (Medium duty, slotted grate) or pre- approved equal and be capable w inches. N E I BIOF ILTRATION -� tl VEGETATION RECEIVED end caps shall be included. The grate shall be POLYDRAM No. 420 at of to 0 o .� of being locked to the channel with removable lock- downs. `_ {` ��� ` i- w Installation to be in accordance with manufacturer's instructions 5. All pipe and appurtenances shall be laid on a properly `' °I as i EASEMENT A PR 301996 s shall ] CO ■and details. POLYSEAT installation chairs shall be used where prepared foundation per WSDOT 7-02.3(1). Th i z >: grade, prevent necessary level of the trench bottom or the top of the n /J�s� µl1\ LINE 7QKWILA � sub -base ollows,to hold the channels to line and V[}. d l = foundat materal os well ateriall to uniform grade so that the CONC TRENCH as placement and compaction of - CEMENT CONCRETE PUBLIGN /OP.K6 floatation and ensure proper concrete encasement required bedding ` pipe will be supported on a he pipe. ` j01NT BARRIER CURB � SEE DETAIL 3 /Ct - y entire length of t above and below he pea gravel uniformly ENCASEMENT DRAIN ayel 4" WIDE CONC. V' M dense, unyielding base. Pipe bedding shall be pea grav G ENCASEMENT PER WSDOT F -1 TC -23.9 x is' . TOP OF TEE OPEN GENERAL NOTES MEDIUM DULY ALL AROUND T RENCH DRAIN SECTION n TYPE 1 CB W/ SOLID LID 6. Baok(ill shall be o . laced y pipe 1" = 1._Q" ct SLOTTED GRATE DWS -23 9 4" DIA p' p equal) both sides of the I PER WSDOT B -1 RIM =24.4 NN I H o 1. All locations of existing utilities shown are approximate #420 (CURB BEHIND) PVC N 1' in layers with a loose average depth of 6 •nches (maximum f _ W/ FRAME & SOLID LID 0 ^ ro and it shall be the contractor's responsibility to verify '.1 M ® t depth of 8 Inches) thoroughly tamping each layer to 95 he true and correct locations so as to avoid damage or percent of maximum density. RIM =23.4 TYP IE= disturbance. For utility locate, call 48 -nour locators (1- p 2" ASPHALT CONCRETE 2p 8" DIA PVC TEE, slim mtz 800- 424 - 5555), also call Olympic Pipe Line (206) 235 -7712 (COMPACTED DEPTH) - E ' OVERFLOW 23.9 SITE 48 -hours before you dig. 7. The contractor shall provide the Cty of Renton with an as- - 11 -� IE =2274 IE It drawng of the santary sewer system whch has been 22 BLF, 8"PVC IS S =0.01 PLAN 2. All materials and work on the water, sanitary sewer and stamped and signed surveyor. by a licensed professional engineer or SOIL RESIDUAL HERBICIDE .� ji�7 :7 }i ■ TAPER END TO MATCH s �+ k ���')d ! Irrigation s tems shall conform to the City of Renton licensed profess ® SLOPE OF GROUND Utility Department standards and specifications as well as + I 4" MIN. CRUSHED SURFACING p the 1994 Standard Specifications for Road, Bridge, and BEDDING ,� `n 8. BASE COURSE (COMPACTED 16 SECTIONS, CONCRETE RESTRICTOR PLATE W/ Municipal Construction prepared by the Washington State 9, EARTHWORK (in place yardage): - ,- _ _ DEPTH) POLYDRNN SERIES 2-3/4" DIA ORIFICE Department of Transportation ( WSDOT) and the American Public Foundation excavation 63 CY = 41 010,020,021, & 030 -150 ..- COMPACT TO • IN BOTTOM OF TEE Works Association (APWA), Washington State Chapter. All Remove gravel from bioswale 19 CY COMPACTED SUBGRADE TO (TIDE 95% tt other work shall conform to standards and specifications of Fill to bottom of floor stab 186 CY 95% ASTM 0 -1557 95% P) 9601 the ' of Tukwila Public Works Department. Misc reshaping, parking 50 CY SHUT ISM �� O 0 ASPHALT CONCRETE PAVEMENT (z1 TRENCH DRAIN MOIL /WATER SEPARATOR n C.1 1 " =r -o" J 1 / x =r -O" is,