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HomeMy WebLinkAboutPermit B96-0075 - EXTENDED STAY AMERICA - BUILDINGThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B96 -0075 Extended Stay America 15451 53rd Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 40,45 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B96 -0075 Type: B -BLDG Category: NMH Address: 15451 53 AV S Location: Parcel #: 115720 -0031 Zoning: C2 Type Const: V 1 HR Gas /Elec: Wetlands: Water: N/A Contractor License No.: MAGNUEG060J0 TENANT OWNER CONTACT PLANNER CONTRACTOR Status: ISSUED Issued: 06/20/1996 Expires: 12/17/1996 Type of Occupancy: HOTEL /MOTEL Slopes: Y Sewer: N/A EXTENDED STAY AMERICA 15451 53 AV S, TUKWILA WA ESA DEVELOPMENT, INC. Phone: 206 453 -0265 1611 116TH AVENUE N.E., BELLEVUE, WA 98004 ROYCE A. BERG Phone: 206 583 -8030 1201 FOURTH AVE S #102, SEATTLE, WA 98134 ALEXA BERLOW MAGNUM ENT GENERAL CONTR INC 2515 W WOODLAND DR, ANAHEIM CA 92801 Phone: (206)539 -4766 k• k•k *** * *** *** *****k* * *k**** *•k* *fir ** *********** lc*** **** It********************* Permit Description: CONSTRUCT A 3- STORY, 96 -UNIT HOTEL WITH SUPPORT SERVICE AND OFFICE FACILITIES. SETBACKS Back: Right: Units: 096 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition: 1994 Front: .0 Left: .0 .0 .0 Valuation: 1,791,195.12 Total Permit Fee: 16,333.41 . k. k* k************* k************************* * *** * * * ** * * * ** * *** **** * ** * * ** ** Permit Center A co-ao-qo t `fi rized 'Si natur Date g e D e I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing Zhis 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: 71;;;;;:k! Date: 6 -ao Print Name: DA Ai S' f.MS Title: Reff'r,vi4 CoA4If44chim— 44i, 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. CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON 98188 THIS CERTIFICATE ISSUED PURSUANT TO THE REOUIREMENTS OF SECTION 307 OF THE UNIFORM BUILDING CODE CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE CITY REGULATING BUILDING CONSTRUCTION OR USE AND ALL. APPLICABLE CITY FIRE CODES: FOR THE FOLLOWING: Tenant: EXTENDED,. STAY AMERICA Building Address: 15451 53 AV S Parcel #: 1.15720 -0031 Owner: ''ESA DEVELOPMENT, INC. Occupancy: HOTEL /MOTEL Permit No: B96-0075 Suite No: Occupant Load: 196 Occupancy Group: R-1 Type of Const: V 1 HR CONSTRUCT ,A 3- STORY, 96 -UNIT HOTEL.WITH SUPPORT SERVICE -AND OFFICE FACILITIES. V/0/97 BU LDING %'FFICIAL DATE THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES CITY OF TUKWILA BUILDING PERMIT APPLICATION Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 t2U a APPLICATION MUST BE FILLED OUT COMPLETELY DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE lig() 41013 BUILDING USE (office, warehouse, etc.) • HOTEL NATURE OF BUSINESS: HOTEL PLAN CHECK FEE BUILDING SURCHARGE WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: NI FIRE PROTECTION FEATURES: 0 Sprinklers �,� Automatic Fire Alarm System PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # OTHER: ARCHITECT LPN ARCHITECTS & PLANNERS, INC. PHONE 206- 583 -8030 TOTAL - 1.1.`€s1 141 ZIP 9_8134 SITE ADDRESS SUITE # 15451 53RD AVENUE SOUTH VALUE OF CONSTRUCTION - $ $2,800.000,00 PROJECT NAME/TENANT ESA — EXTENDED STAY AMERICA ASSESSOR ACCOUNT# 115720 — 0031 & 0041 TYPE OF • New Building • Addition • Tenant Improvemen (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: CONSTRUCT A 3— STORY, 96 —UNIT HOTEL WITH SUPPORT SERVICE & OFFICE FACILITIES. BUILDING USE (office, warehouse, etc.) • HOTEL NATURE OF BUSINESS: HOTEL WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 30,888 S.F. Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? Q No 0 Yes IF YES, EXPLAIN: NI FIRE PROTECTION FEATURES: 0 Sprinklers �,� Automatic Fire Alarm System PROPERTY OWNER ESA DEVELOPMENT, INC. PHONE 206- 453 -0265 ADDRESS 1611 116TH AVENUE NE BELLEVUE, WA ZIP 98004 CONTRACTOR (TO BE SELECTED) PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE # EXP. DATE ARCHITECT LPN ARCHITECTS & PLANNERS, INC. PHONE 206- 583 -8030 ADDRESS 1201 FOURTH AVFNIIF SOUTH. SIITTE 102 SFATTI F_ WA ZIP 9_8134 1 HEREBY ;CERTIFY; THAT; I HAVE . R BE TRUE AND'. CORRECT, AND I AM OWNER OR AUTHORIZED AGENT SIGNATURE E • • ,' ;: EXAMINED: THIS 'APPLICATION AND KNOW THE :SAME..T iii . I, - • ZED. TO APPLY FOR THIS ,PERMIT / 4/ L =13 I n �� z PRINT NAME ROYCE A. BER3, A. I . A. t L ADDRESS 1201 FOURTH AVE. S., STE. 102 SEATTLE, WA DATE 3/21 /96 PHONE206- 583 -8030 CITY/ZIP 98134 CONTACT PERSON ROYCE A. BERG, A. I . A. PHONE206- 583 -8030 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 of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES SUAIITTAL CHECKLIST COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS . . Zr Completed building permit application (one for each structure) 0/Assessor Account Number Two sets (2) of the following: PTSpecifications 7 Structural calculations stamped by a Washington State licensed engineer report Suil ort stamped by a Washington State licensed engineer Topographical survey ZIEnergy calculations stamped by a Washington State licensed engineer or architect . ' Legal description . . r71 Working drawingi.starripedhy a Washington State licensed Jr-7--1 architect, which inclUde::: •••• • Site plan .:::•••••• • .;•••••••••:••••::••• '•••••' •••• Architectural drawings Structural drawings.: ••••:. Mechanical drawings • Elevation ••.• • • ••••••••;.;.:::. ViCompleted utility permit applicatiort.(one for entire project ).. Six (6) sets of civil drawings .• NOTE See utility permit application and checklist forspeclfic. utility •• submittal requirements:: . . : . 11:/ Civil drawings 'Landscaee elan RACK STORAGE . • El Completed building permit application riAssessor Account Number .. . . •,. COMMERCIAL TENANT IMPROVEMENTS . . • Two (2) Si t e 1 space • Existing and ' proposed parking of use) • . . . '::::::'.:.:■••Landscape plan (d Overafl building plan • Exit doors doors: egress pa • Tenant smppacoesedPlantenantterns. room Tovuesne:ranoftnel7adireaeoetia%saiton(can. of building geeoll)onteri;17. tenant re. 6.16- licens fl ed Floor plan proposed with use of each roc demolished CConstruction ionwaidelstaielsxistIng wall, and walls andume:thpoderof sod. . Cross sections showainr(13d • attachmici3enrtefogr floor engineer may ctural calculations stamped mPed a . done (2 se suWbmashington Ste sets) NOTES If anayndutipilianty work Is application St ot structural done, . otr t ue:. r l woltrks sPeWraptee permit REROOF • C . . Completed builcing permit application (one for each structure) . Assessor Account Number 1 Narrative describing existing roof, material being removed, and . material being installed. . NOTE: A certification letter is required prior to final inspection and sign- off of the permit . Two (2) sets of plans, which include . s' ' • • . ••••-:.*: : El Building floor plan showing: , . • ANTENNA/SATELLITE DISHES - .• : " • • • •••• • H Completed building permit application . • Entire space where racks will be located • , „, „:.. „ „:„ ...,„ „ Exit doo rs E • •-• : : Assessor Account • Dimensions gf all aisles ..• • • . • Two (2) sets of plans, which include :".. . • . . Tenant space floor plan showing rack storage layout aisles and . exits, • • • Site Plan (showing bullring. and location of antenna/satellite dish) NOTE: Include. 'dimensions of racks (height, width and length), aisles • : Details antenna/satellite dish and method of attachment and exit ways on plan.. : . Structural calculations stamped by a Washington State licensed C Structural calculations stamped by a Washington State licensed:. engineer (rack.storage 8. and over)....::. • • . engineer may required RESIDENTIAL NEW SINGLE-FAMILY DWELLINGS/ADDITIONS I I I I Completed building permit application (one for each structure) ucture). Legal description . . Assessor Account Number *, Two sets (2) of working drawtinongs,lawnhischowh incciolusdoesthi. S▪ Fnolooleundrplpaalnantion7—e'lan pinch/de wi.accdtranT ;11114/ access.) . • Roof plan • Building elevations (all views) • Building cross section • Structural framing plans . . El Washington State Energy Code data : . El Completed utility permit application • • : : • rSix (6) sets of site plans showing utilities . . NOTE: Building site plan and utility site plan may be combined. See utility permit application and checklist for specific submittal requirements Additional topographical and soils information may be required if unique RESIDENTIAL REMODELS 1-7 Completed building permit application (one for each structure) FlAssessor Account Number . Two (2) sets of working drawings:,•which Site • plan • . Foundation plan Floor plan Roof plan . .. elevations (all Building cross section :.:, Structural framing plaris:. NOTE If any utility work Is to b done provide utility permit application and plans must be • -"'"•••••••••-• ••• • REROOFS . • .1, .... [-I Completed building permit application (one for each stricture) FlAssessor Account Number . . . I I Narrative describing existing root material being reMoved, an d material being installed. . NOTE: A certification letter is required prior to final Inspection and sign off of the permit CITY OF TUKWILA Department of CommL; city Development - Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking PLAN CHECK NUMBER 0 ( Coi5 PROJECT NAME Ex-��Y1CI C1 � \lr T i CD--- SUITE NO. SITE ADDRESS (51-61 � P\V 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. DEPARTMENT, <,DATE IN D ATE , .. REQUIREMENTS / COMMENTS ;. g Plan Review Meeting 3-a -q (D Nag-Jr/0 / . d — 0 / BY: (init.) INIT: 3)1 V BUILDING - initial review '3/22/960 4/i0/.16, . (ROUTED) ONSULTANT: Date Sent - a y Date Approved - -/0 • 0. , I T OL BY: (init.) FIRE 41- Ao /c10 iyi< l tJ FIREPROTECTION: Sprinklers to Detectors 0wA FIREDEPT.LETTER DATE [� /�c/ �� INSPECTOR: 4, ' 7 /f INIT: ,f4 PLANNING Q NI?YA- B. fib /p �n� (_l _6 G�fG� (oi ' NING: ZONING: PAR /LANDUSECONDITIONS? Oyes [3 No- AE EFILENOS.: INIT.' ' // . MINIMUMSETBACKS: N- s- E- W- S4 PUBLIC WORKS I I ` lLJ q 6c 06 0 Yes 0 No f'JTILITYPERMITSREQUIRED? UBLICWORKSLETTERDATED: !NIT: If ' 11+ .O A -to W IP . q i .' %finai review - 6� I�10q& (o s i TYPEOF e STRUCTiL`'■:: . V I-1-W-- l CERT.OFOCCUPANCY? QYes 1:KNo UBC EDITION (year): I9 1914- /� ' NIT: . -� A BUILDING OFFICIAL & t e / // L t ! if l MT: REVIEW COMPLETED AMOUNT OWING: 47-0L1 I.3) CONTACTED C n� --Dan DATE NOTIFIED / . d — 0 / BY: (init.) _6 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) o2/15,96 CITY OF T if i: W I L A Address.: 15451 53 AV 'S Suite: Tenant: EXTENDED STAY AMERICA Type: B -6LDG Parcel #: 115720 -0031 k uk k k :4 k •k •k -k •k k* 'k k*- k k k :4 4 •k ** k 'k k 4* •k 4 •k k 4 A* •k k k 4* A* k .k k k k k *• k •A •4 4 4 k 4 4. A k '4 4 k -k k k k A k k k k 4* Permit Conditions.: 1. No changes wi 1 l be made to the plans unless approved by the Architect or Engineer and the Tukwila Building Division. ' . Plumbing permit_. shall be obtained through the Seattle-King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296 -4722) . 3. Electrical permits shall be obtained through the-Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630) . 4. Al 1 mechanical work shall be under separate permit issued by the City of Tukwi Ia. Pr•oposeci mechanical system(s) must be submitted with appropriate documentation to show compliance with :the the eff i c i encv standards of the Washington State non - residential Energy Code and the Washington State ventilation and' Indoor Quality Code. 5. All permits, inspection records. and approved plans _hail be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection, :approval is granted. 6. All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 7. Al.l.structural welding shall be done by W.A.B.O. certified welders and special inspected NBC - Sec. 306(a)5) . 3. Where special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 9. The special i nspector- shall submit o final signed repor t stating whether the work requiring special inspection was to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions, of the UBC. 10. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer and shall include all layout, placement plans, bridging, blocking and bracing that is required. 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 thereof. 12. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 13. A statement from the roofing contractor verifying fire retardant class of roof wi l l be required prior to final inspection (see attached procedure) . a all e,111.zrr'eer!rirtn to be done in conformance with approved Permit No: B96 -0075 Status: ISSUED Applied: 03/22/1996 Issued: 06/20/1996 plans and requirements of the Uniform Bu i l d i ng,Code (1994 Edition) as amendec)Uniform Mechanical Code (_: )94 Edition), ` and Washington :eta Energy Code (1994 Editior 15. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16. All wood to remain in placed concrete shall be treated wood. 17. WHEN SPECIAL IN'SPECTION'S ARE REQUIRED BY U.B.C. CHAPTER 17, THE SPECIAL INSPECTOR SHALL BE EMPLOYED BY THE OWNER, THE EN GINEER OR ARCHITECT OF RECORD, OR AN AGENT OF THE OWNER, BUT NOT THE CONTRACTOR OR ANY OTHER PERSON RESPONSIBLE FOR THE WORK. It }. A separate building permit is required for retaining walls identified on site plan and detailed on Sheet C -4.4 of construction documents. 19. Temporary erosion control. measures, shall be implemented as the first order of htis.ine• s to prevent sedimentation off - site or into existing storm drainage facilities.. 20. The site shall have .pertimanent er•osi.on control measures in place as soon a_. poSs. i b.l a after °' f i na l grading has been completed-:": and prior to the Final Inspection. 21. It shall; b,e verified in.,writing to the. City Ut.i l ites Inspector/ that the fire loop' System for the building contains ' a State Department of` Health approved detector. double , check valve assembly:. This shall be done prior to:'' the :Final: Inspection. 22. The: on -site .water main shall :.be turned over to the City aloe g with appropriate recorded easement documentation: prior• to_, the Final Inspection. 23. RETAINING WALLS ARE 'OVERED. BY 'SEPARATE BUILDING PERMIT.. 24. PRIOR TO FINAL SIGNOFF APPLICANT SHALL RETURN METRO SEWER' USE CERTIFICATION Pt PUBLIC. WORKS FOR :PROCESSING. 25. Exterior nsulation z4 tirtish s.y_st.em :approved under ICBO evaluation report. 42728 is: approved under, this, permit. Any al;ternate.= :proposa;ts..wi;11 require'prior..approval by .Building Division, 26. DRYWALL, I :NSPECTION'. :hall include .inspection of each . l a }per of ';dr'vwal 1 protection proposed at one- -.hour s.tiast enclosure:. 27. There .. sha l:l be no occupancy of the building(S) until the final. Inspection has been completed by. the Tukwila Building Inspector. 28. Validity of Permit:: The issuance of a permit or approval of plans, specifications, and computations shall not.`be cori- strued to be a,-permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the .jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid.. Permit No: Status: Project: Address: Location: Parcel 1: Wetlands: Contractor: LAND ALTERING PW96 -0175 ISSUED EXTENDED STAY 15451 53 AV S St.: LAND 15451 53 AV S 115720 -0031 Issued: 07/03/1996 Approval Letter: 06/24/1996 Expires: 01/04/1997 Watercourse: 22 -5 Slopes: Y MAGNUM ENT GENERAL CONTR INC License No.: MAGNUEGO60JO TENANT EXTENDED STAY AMERICA 15451 53 AV S, TUKWILA, WA 93133 OWNER HIGHLAND PARTNERSHIP 1930 2300 PASEO DEL PRADO 0104, LAS VEGAS NV 89102 CONTRACTOR MAGNUM ENT GENERAL CONTR INC 2515 W WOODLAND DR, ANAHEIM CA 92801 CONTACT RAY MARTIN /MAGNUM Phone: (206)539 -4766 2205 116 ST S, TACOMA, WA 93444 •4 4 'k •4 'k 4 * * * 4 •4 '4 'k •k •k •4 •k 'A k * * 4 '4 '4 4 4 '4 k •A •4 A 4 '4 4 '4 4 'i 4 k 4 4 k 'k •4 •A 4 * * * 'k 4 4 4 4 * '4 •k * 'k 'k •k * 4 '4 •4 •4 4 4 4 4 k 'k 4 4 Additional Description: LAND. ALTERING FOR BIOSWALE, WET PONDS & RETAINING WALLS, APPROX. 3,337 CUBIC YARDS. (separate LAND ALTERING PERMIT PW96 -0120 was for the remaining portion-of the site in conjunc- tion with the hotel bldg permit 696- 0075). Grading /Fill (Yards) -Cut: Permit Fee: Plan Check Fee: Other: Total Fees: 144.00 30.00 174.00 3387 Fill: Total: 3.337 Account No: 000/322.100 Account No: 000/345.330 Account No: 000/336.904 • 'Valuation: • .00 *'4 *'4.4 4•k•i* * *'k * **** k•k*'k**'4.4 :4* k' 4 '4* *'4 *'k•k•k•k•k'4.4 *•4 **'k*** k *•4.4k *44 k*' 4•k *'4 *•4'A•k'k•4 *'4 *'4•k. *•4.4 4'A I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and.ordinances governing this work will be complied with, whether specified herein or not. The•granting of this permit does not presume to give authority' to. violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign .for and 'obtain this Land Altering permit. This permit shall become null and void if the work is not commenced within 1 80 days from the date of i ssuance, or if the work is suspended or abandoned for a period of 1.80 days from the last inspection. THE APPLICANT UST NOTIFY THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORK AT L; ST 24, HOURS IN' ADVANCE. FOR AN INSPECTION CALL 43.3 -0179. Signature: '�! _ Date: * 'k 'k k 'k 'k •k * k •A 'k •k 4 i • •4 '4 '4 •k * 4 '4 'k •k 'k 'A •k •k 'k * •k k * k 4 k k * k 4 ;i k •4 * •4 k k * * k APPROVED FOR I'3UANCE: JJS , I Issued By: Authorized Pervrit Center Signature k '4 '4 'k 4 '4 '4 '4 'A '4 * •k '4 4 * * '4 '4 •4 'k * * 'k 'k '4 'k '4 '4 •k 'A '4 k '4 '4 '4 •4 * 'k 4 * '4 'A '4 'k •4 * * '4 '4 'k '4 '4 •4 '4 '4 4 •k •k * •A '4 '4 '4 * •A '4 •4 * •4 •k 'k •i * '4 '4 * 4 * 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. .4,k•kek*'k•A k'k *•4'k*•k•k•k'k•k•k*lc* kle 4 Date: 17 g, (99C, Final Inspection Approved By: Date: CITY OF TUKWILA Address: 15451 5.3 AV S St: LAND Suite: Tenant: EXTENDED STAY AMERICA Type: PW -LA Parcel it: 115720 -0031 k4•M k•k•k•k•k•4*•k•k•k ki•k•k k•k•k M•M 4•k•k•k M4•M M•M•k R•w•k•M•k k M•k k M•k•4•k•k•M 4 k M•k•M •M•M•M M M•M Mk•k•M•M•k•M•M•M•k•M M'M* 4 4* Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business ,,to ..prevent sedimentation off - site or into existing ;stor,m..:drainage facilities. 2. The site shall have permanent erosion control measures in place as soon as.'poss i b l e after final grading, has been completed and'. prior to, the Final :Inspection. • 3. THE GEOTECHNICAL ENGINEER '.'SHALL OBSERVE THE WALL'' CONSTRUC- TION FOR COMPLIANCE•. WITH THE ENGiNEERING DOCUMENT. STORM DRAINAGE `:SYSTEM BEHIND THE RETAINING WALLS _ PER BRH DETAIL STAMPED BY 'JOHN. ANDERSON, P.E. • Permit No: PW96 -0175 Status: ISSUED Applied: 06/24/1996 Issued: 07/03/1996 STORM DRAINAGE Permit No: PW96 -0176 Status: ISSUED Project: EXTENDED STAY Site Address: 15451 53 AV S St: LAND Location: 15451 53 AV S Parcel It: 115720-0031 Watercourse: 22 -5 Wetlands: Slopes: Y Sewer: N/A Water: N/A Contractor License No.: MAGNUEG060JO TENANT EXTENDED STAY AMERICA 15451 53 AV S, TUKWILA, WA 981 88 OWNER HIGHLAND PARTNERSHIP 1930 2300 PASEO DEL PRADO C104, LAS VEGAS NV 89102 CONTRACTOR MAGNUM ENT GENERAL CONTR INC 2515 W WOODLAND DR, ANAHEIM CA 92301 CONTACT RAY MARTIN . Phone: 206 539 -4766 MAGNUM ENTERPRISE'S, ' 2205 116 ST S STE 100, TACOMA WA 98444 ' k• k' k: kk.: kk• kk' k• k' k*' kk**4 k**' k***• k** kk* akkt: kk• k• kk*' k' kk' kkk•***' kkk• k' kk' k'. •k'k'k *•kk'k•kk•k•kk•k•kkk.•kk4 Additional Permit•Descr•iption: ON SITE STORM DRAINAGE SYSTEM INCLUDING BIOSWALE, WET PONDS AND STORM DRAINAGE SYSTEM FOR THE RETAINING WALL'S. DRAINAGE BEHIND THE RETAINING WALL PER; ATTACHED SKETCH BY JOHN ANDERSON OF BRH. • A GEOTE'CHNICAL ENGINEER. SHALL OBSERVE THE CONST- RUCTION OF THE RETAINING WALL' :FOR COMPLIANCE WITH • ENGINEERING DOCUMENTS. Existing Square Feet: • Additional 'Square. Feet.: New "Square Feet: . B, -()C 75 Issued: 07/08/1996 Approval Letter: 06/24/1996 Expire_: 01/04/1997 Inspection Fee:. Plan Check Fee: TOTAL FEES: 15.00 10.00. 25.00 Acct= No: 412/342.400 Acct. No: '000/345.3.0 King County Valuation: Value of. Construction: .00 ' kf' k• k' k' kk*• k• k• k' k• k* k' k' k*' k' kk**' kk• k' k• k• k• kk• k•. k• k• k• k' k' k• k• k*'*: k*• k***• k* k*• k• k' k' k• k' k' k. k 'k•kk*k•k•k*'k'k*•k *kk *k•k *k•k* I hereby accept this permit and agree to abide all applicable sections of the City of Tukwila Municipal Code. We agree that the City of Tukwila shall be held harmless for all or any claims arising as a result of this Project. Permits which have lapsed beyond the expiration date shall require a re- application and reissuance of the permit through the City-at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433 -0179. Signature: Date: 8/. * k k •k k 11 le k k k k •k •k * k * * k * * k k * k k k k k * * A* 1, lilt k k 'k k • k 'k •k 'k k •k k • •k k * • k k •k APPROVED FOR I'SUANCE BY: JJS Issued By: Authorized PernH't Center Signature k * k k 'k 'k 'k k 'k •k k k k k k * 'k 'k k * 'k k * 'k 'k 'k 'k 'k k 'k k 'k 'k * * 'k 'k 'k * •k 'k k •k •k •k •k 'k * * * 'k •k •k •k •k •k 'k 'k •k 'k 'k k •k * 'k k k k k * k •k •k k k k k k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Date: •7-V1. .( g) (99 , Final Inspection Approved: Inspector Signature Date L CITY OF TUKWILA Address: 15451 53 AV S St: LAND Permit No: PW96 -0176 Suite: Tenant: EXTENDED STAY AMERICA Status: ISSUED Type: PW -SD Applied: 06/24/1996 Parcel 1: 115720 -0031 Issued: 07/03/1996 •k•k•k k•k'k•b k•b i* k*•k'A'k b'I'A*'k•k•A***** *•k b•k•k•k•b M k•k•k b•k•i•k k* k b'b kr4•k•b'k b'k•b'k•k•ki•A*•4 k•k k•k•k .i k•k M f k' Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business. -to prevent sedimentation off - site or into existing storm',dr.ainage facilities. 2. The site shall have` `permanent erosion control _ measures in place as soon as-' possible after final grading has been completed an,d'pj iar to the Final, Inspection. 3. A GEOTECHNICAL ENGINEER•' SHA..LL= OBSEP.VE THE'CONSTRUCTION OF THE RETAINING WALLFOR COMPLIANCE WITH THE ENGINEERING DOCUMENTS..` DRAINAGE -BEHIND THE RETAINING WALLS PER • ' ATTACHED.;DETAIL ' STAMPED BY _ JOHN ANDERSON OF BRH. City of Tukwila <. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 TEMPORARY WATER METER PERMIT Permit No: PW96 -0187 Status: ISSUED Project Name: EXTENDED STAY Site Address: 15451 53 AV S Location: 15451 53 AV S /PRIVATE LANE OFF OF Parcel #: 115720 -0031 Wetlands: Type: HOT Slopes: Y No of Units: 000 Square Feet: Contractor License No: TENANT EXTENDED STAY AMERICA 15451 53 AV S, TUKWILA WA 98188 OWNER HIGHLAND PARTNERSHIP 2300 PASEO DEL PRADO C104, LAS VEGAS NV ENGINEER WARNER ENGINEERING 5122 OLYMPIC DR NW, GIG HARBOUR WA 98335 CONTRACTOR PACIFIC BAY BUILDERS 15723 39TH AV CT E, TACOMA WA 98446 CONTACT DON SMITH PACIFIC BAY BUILDERS, 15723 39TH AV CT E, Issued: 07/02/1996 Approval Letter: 07/02/1996 Expires: 08/31/1996 53 AV S Water Course: 22 -5 Water Dist: N/A Sewer Dist: N/A 89102 Phone: 206 858 -8577 Phone: 206 531 -8006 Phone: 206 531 -8006 TACOMA WA 98446 **' k***k• k*********************** •k•k*** *** * ** * ** *•k** * * * * **** *• * ** ** *** *•k•k•k•k*** * ***** Additional Description: TEMPORARY WATER METER FOR DUST CONTROL AND DRILLIN Water Meter Size: 2.50 Work Order #: 5110G Water Meter Size: .00 Work Order #: Water Meter Size: .00 Work Order #: Quantity: 1 Type: TEMP Quantity: Type: Quantity: Type: ****• k***• k• k*********************.************** k****• k• k* * *•k **•k * * * * * * * ** * * * * *•k * * * ** ** On the signing of this application, I understand and agree to the following conditions & agree to pay the deposit charge and the balance of the cost when billed (overpayment will be refunded). 1. Temporary meters are to be used for only one project at a time and returned to the Public Works Maintenance Shops at 600 Minkler Boulevard (433 -1860) within 24 hours after the permanent meter is installed, or on /or prior to the expiration date of this permit, whichever is sooner. 2. If temporary ureter needs to be moved from one hydrant to another at the project site: a. The user must possess a hydrant wrench. The use of a pipe wrench will result in the user purchasing a new'hydrant operating nut and /or revocation of this permit. b. The Tukwila Water Department must be notified in advance of the-move to allow coordination with the Fire Department. 3. If temporary meter is damaged, user will pay time and material to repair said ureter. 4. If temporary ureter is lost or stolen, user will pay the replacement cost of meter. FEES: 100.00 Account Number: 401/386.510 THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT ST 24 HOURS IN A VANCE. FOR AN INSPECTION CALL 433 -0179. Signature: — _ -- __ -- Date: _ZZ./P . Title: ** k**•k'k k'* **** ***• , Company: ********• k*• k• k' k• k** k* k• k*• k•k'k'k'kk* *'k* *'k * *'k ** *•k•k ** •k *•k * * *** * *•k * * ** ** APPROVED FOR ISS CE BY.: MEV Issued By: Authorized Permit Center Signature ** k k*** k*• k• k' k**• k' k' k' k' k• k** *•k'k'k***'* **'k**** **** ** ****k ***'k k**•k**•k'k***'k**** * * ** * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Date: 10,4, Final Inspection Approved: Date: Inspector Signature IMP TO: FROM: DATE: City of Tukwila John W Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING JUNE 14, 1996 SUBJECT: Extended Stay America 15451 53rd Ave. S. Project No.: P95 -0115 Plan Check No.: B96 -0075 Activity No.: PW96 -0138, 0139, 0140, 0141, 0142, 0143 Contact Person: Mr. Raymond Martin Phone: (206) 539 -4766 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON June 14, 1996: PW96 -0138 PW96 -0139 PW96 -0140 PW96 -0141 PW96 -0142 PW96 -0143 Landscape Irrigation Sanitary Side Sewer LID Assessment Fee Fire Loop /Hydrant Water Main Extension Water Meter 2" Permanent Water Meter (Irrigation) Total Cost: PERMIT FEE 25.00 20.00 3679.26 25.00 25.00 1450.00 NO FEE $5224.26 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) 433.0179 • Fax (206) 431-3665 City of 7{: .dila Central Permit System- Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 FA7.7Jn 1 (?°1 Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION Site Address: 15451 53RD AVENUE '{N.F.;.<O;RIUfATfON< Name of Project: ESA - EXTENDED STAY AMERICA Property Owner: ESA DEVELOPMENT Street Address: Engineer: 1611 116TH AVENUE NE WARNER ENGINEERING Street Address: 5122 OLYMPIC DRIVE NW, SUITE B204 Contractor: (TO BE SELECTED) Street Address: Phone No.: City /State/Zip: Phone No.: City /State/Zip: Phone No.: City /State/Zip: 206 -453 -0265 BELLEVUE WA 98004 206 - 858 -8577 GIG HARBOR WA 9833 King Cty Assessor Acct # :11'57.20J-0031 '81.0041 Contractors License #: Exp. Date: ❑ Channelization/Striping /Signing UESTED,,.; ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: _ Sizes: ❑ Flood Zone Control O Hauting ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: • Date: O Sanitary Side Sewer - No.: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑Private ❑ Public ❑ Water Meter / Exempt: - No.: — Sizes* Deduct ❑ Water Only ❑ ❑ Water Meter/ Permanent - No • — Sizes* ❑ Water Meter/ Temporary:- No.: -__ Sizes • Estimated quantity: Schedule* ❑ Other: Name: ESA DEVELOPMENT Street Address: 1611 116TH AVENUE NE Name: ESA DEVELOPMENT Street Address: 1611 116TH AVENUE NE ewer ifi<Vetro ❑ Standby Phone No.: 206- 453 -0265 City /State/Zip: BELLEVUE WA 98004 Phone No.: 206- 453 -0265 City/State/Zip: BELLEUVE WA 98004 SCRIP.:TION, J ❑ Single - Family Residential ❑ Multiple - Family Dwelling No. of Units: 96 • ❑ CommerciaVlndustrial ® Hotel ❑ Motel MISCELLANE:O:USil ❑ Office ❑ Retail (jJ New Building Square Foot.ge: 30,888 S.F. ❑ Duplex ❑ ❑ Triplex ❑ ❑ Warehouse ❑ Manufacturing Apartments ❑ Other: Condominiums ❑ Church ❑ School/College /University ❑ Hospital ❑ Other: ❑ Remodel/ Addition Square footage of original building space: King County Assessor's valuation of existing structures: $ >:1 HEREBY:'.CERT1FY TH VE EAD THIS APF't.ICAT1i Square footage of additional building space: Valuation of work to be done: $2,800,000.00 ..THE SAME. TORE €::TRUE', AND • CORK AND:: KN Applicant /Authorized \` )i' L� ofet7Cpontact A. - i. n. r-: . /t. K+'� Print Name: ROYCE A. BERG, A. I A. Peson ROYCE A. BERG, A. I / print name): Address: 1201 4TH AVE S, STE 102 SEATTLE WA 9813 Date: 3/21/96 Phone: is6- 583 -8030 Phone: 206 -583 -8030 Date Application Accepted: .3 a^ _ ci j) Date Application Expires: � _ n 04122/92 • LANDSCAPE IRRIGATION L,,. Permit No: PW96- 01.33 Statue: I'S'SUED Project: EXTENDED STAY Site Address: 15451 53 AV S St: LAND Location: 15451 53 AV S Parcel #: 115720 -003] Wetlands.: Sewer: N/A Contr :actor License No.: TENANT EXTENDED STAY AMERICA 15451 5.3 AV S. TUKWILA WA 98]33 HIGHLAND PARTNERSHIP LTD 2300 PASEO DEL PRADO 0104, LAS VEGAS NV 89102 WARNER ENGINEERING Phone: 206 353 -3577 5122 OLYMPIC DR NW *B2041 GIG HARBOUR WA 93355 GEO ENGINEERS INC 8410 154 TH AVE NE, REDMOND ' WA 93052 MAGNUM ENTERPRISES OWNER ENGINEER CONSULTANT CONTRACTOR Issued: 06/20/1996 Approval Letter: 06/13/1996 Expires: 12/1711996 Watercourse: 22 -5 Slope_.: Y Water: N/A Phone: 206 361-6000 Phone: 206 533 -4766 2205 116TH., ST S. STE 100.' TACOMA WA 93444 CONTACT RAYMOND MARTIN Phone: 206 539-4766 MAGNUM ENTERPRISES, 2205'•116TH ST 'S STE 100, TACOMA WA 93444 k k k •4 4 k 4 k k k* k k lk it It h k* k k k'k k k k'4 4 k* 4 k k** k k k k •k k k k k •k k k k* k 4 4 4* k k k •k'k •k i k t 4* k* k •k :► k 4 k 4 4 i 4 •4 k Additional ;Fermi t ::Description: LANDSCAPE IRRIGATION FOR NEW HOTEL BLDG. THIS PERMIT-COVER. ALSO RELOCATION OF EXISTING LANDSCAPE IRRIGATION SYSTEM ON THE NORTH SIDE OF THE PROPOSED .PRIVATE 'SIDE'WALF:: LEADING WEST FROM'51ST AVE SOUTH TO THE DEVELOPMENT. ExistingS,quare Feet: Additional .square Feet: New'Square Feet: Insper..t ion Fee: 15.4J0::. Plan Clfeck Fee ; 1.0 00 TOTAL FEE .: ' 25.00 Acct No: '4014342.400 Acct No: 000/345.830 King County Valuation: .Value of ,Construction:,-, at n :,- .' .00 •4 k •k '4 * '4 4 4 4 k 4 •4 k *.'k k •4 :k •4 k k k •4 k 'k 'k •4 k k k 4 4 * k * k •4 k •k 'k * * t * 'k * •k t k 4 •k •k •k •k 4 * k * •k •k •k 'k 4 •4 •4, k 4 * k k •4 •4 k 4 4 4 'k 4 I hereby accept this' permit .. and agree to abide all •app l cab l e,•sect i ons. of the City of Tukwila Municipal Code. We agree that the City of Tukwila shall be held harmless. for :.all 'or any claims, ari;,ing as a result of this project. Permits which hay.ei.lapsed beyond the efDiration date 'shall require a re- application and= re i ssuance of the-permit-through the Ct.ty at an additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE.... TO SCHEDULE AN INSPECTION CALL 4.33 -0179. Signature: Date: 2e,• k 4 •k k * •4 k 4 k '4 k 'k •4 :4 4 4 •k '4 k •4 * •k 4 'k k •4 '4 •4 :4 4 k •k * '4 4 'k '4 •4 •k 'k k •4 •k '4 4 'k '4 '4 4 4 'k k •4 4 •4 4 •k •4 '4 4 •4 '4 •4 4 .4 '4 '4 4 4 •4 4 k '4 4 k :4 •.4 k 4 4 APPROVED FOR ISSUANCE BY JJS Issued By: Date: JUnL M) 11011 Authtrized Permit Center Signature 4k• 4. 4k444k4*' k4**** 44*• k' k• kk• k4. 4' k* 44** k4kk• k4• k' 4• k' k' 4. 4' k' 4' kk• k' k• 4 k• kk' k•k•kk•k'4*•444*•44k44'4k *44,4k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the Standards and conditions, for the project approved herein. Final Inspection Approved: CITY OF TUI.WILA Address: 15451 53 AV S St: LAND Permit 'No: PW96 -0133 Suite: Tenant: EXTENDED STAY AMERICA Status: ISSUED Type: PW -LI Applied: 06/10/1996 Parcel #: 115720 -003] Issued: 06/20/1996 4 •k 4 •4 •k •4 4 •k 4 '4 .4 '4 4 * 'k •4 •k 4 '4 .4 '4 :4 •4 '4 •4 4 •4 •k •4 4 •4 4 .4.4 '4 •4 •4 .4 4 4 •4 k •4 •4 4 .4 k 'k •4 4 •4 4 4 •4 '4 .4 •4 '4 4 4 •4 •4 •k :4 4.4 •4 4 4 :4 •k 4.4 4 k Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of business.to- prevent sedimentation off - site or into existing. storm.drainaue : facil itie s. 2. It shall be vet in writing to the Utilities Inspector that the landscapeirrigation., system contains a .State Department of`.Hea"l th approved; double check . valve, assembly. This shall,be,;fdone, prior to %the Final Inspection: City of Tukwila L (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 SANITARY SIDE SEWER Permit No: PW96 -0139 Status: ISSUED Project: EXTENDED STAY Site Address: 15451 53 AV 5 St: LAND Parcel No: 115720 -0031 Wetlands: Water: N/A Type of Install: PHUT Number of Units: 000 New SO FT: Contractor License No: TENANT OWNER ENGINEER CONSULTANT CONTRACTOR CONTACT Issued: 06/20/1996 Approval Letter: 06/13/1996 Expires: 12/17/1996 Watercourse: 22 -5 Scopes: Y Sewer: N/A Exist SO FT: Add 5Q FT: EXTENDED STAY AMERICA 15451 53 AV S, TUKWILA WA 98188 HIGHLAND PARTNERSHIP LTD 2300 PASEO DEL PRADO C104, LAS VEGAS NV 89102 WARNER ENGINEERING Phone: 206 858 -8577 5122 OLYMPIC DR NW #B204, GIG HARBOUR WA 98355 GEO ENGINEERS INC Phone: 206 861 -6000 8410 154TH AVE NE, REDMOND WA 98052 MAGNUM ENTERPRISES Phone: 206 539 -4766 2205 116TH ST S STE100, TACOMA WA 98444 RAYMOND MARTIN Phone: 206 539 -4766 MAGNUM ENTERPRISES, 2205 116TH ST S STE100, TACOMA WA 98444 Description: SANITARY SIDE SEWER FOR NEW HOTEL BUILDING CONNECT TO EXISTING SAN SEWER MH IN THE COULDESAC EAST OF THE PROPERTY, 8 "EXIST SAN SEWER IN THE ACCESS ROAD. AkA* kkkk kk* Akkk' kiA kick* ' k******** k*************** * * * * * * * * * * ** * * * * * * * * * * * * * * * ** ** Inspection Fee: 20.00 Acct No: 402/342.400 Hook UP Fee: 3,679.26 Acct No: 402/388.102 Special Assessment: .00 Acct No: 402/388.101 TOTAL FEE: 3,699.26 kk A:* k* kkkkk'**** k'* k* kkc k' kk**' k*******' k************* * * * * * * * * * * * * * * * ** * * * * * * * * * *'k ** THE APPLICANT HEREBY ACCEPTS THIS PERMIT AND AGREES TO ABIDE BY ALL APPLICABLE SECTIONS OF THE CITY OF TUKWILA MUNICIPAL CODE AND APPROVED PLANS. WE ALSO AGREE THAT THE CITY OF TUKWILA SHALL BE HELD HARMLESS FROM ALL OR ANY CLAIMS ARISING AS A RESULT OF THIS PROJECT.PERMITS WHICH HAVE LAPSED BEYOND THE PERMIT EXPIRATION DATE SHALL REQUIRE REAPPLICATION AND RE- ISSUANCE OF THE PERMIT THROUGH THE CITY OF TUKWILA AT AN ADDITIONAL FEE. APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT & COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: / ■ Company: Sf4- / ' b 4 6 t r e f f i / f rF.'t T i t i e : 4Qe j 64141 kk'k'Akk'k*" k** kk*** kkkkkkA* k******************** ** * * * * ** * * * * * * * * * * * * * * * * * * * ** ** APPROVED FOR ISSUA1i,CE BY: JJS Date: 6 0-0,96 Issued By: Swv►R- 9t,1010lt> Authorized rmit Center Signature Date i Akkkk.i;Akkkkkk*k* kkk' k* k** k******' kk******' k******* **'k * *'k **'k *'k * * * ** * * * * * * * * * ** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for side sewer construction. f=inal Inspection Approved: Inspector Signature Date •.0 CITY OF TUKWILA Address: 15451 53 AV S St: LAND Suite: Tenant: EXTENDED 'STAY AMERICA Status: ISSUED Type: PW-SSS Applied: 09/10/1996 Parcel #: 115720 -0031 Issued: 06/20/1996 * k• k• M• M• M• k• k •M•k•k•k•k•k•k•k*•k•k•k•k•k•M•k M'k•M•k•k•M•k k•k M•M•M•w k•k k M• k• k• M• M• M• k• M •k•k•k•M•M•M•M•M•M***•M•1•k•k•M M•M•b1 * *•M•k k•M Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of businesu..rto- •pr,ev.ent sedimentation off- site or into existinq.;stain► n'kiek *..f• ci.lities. Permit No: PWS6 -0139 0 Iv 9 t''�V•� 4 1\ .AF. A iar'a 23T f x < d' 3 , r s /At 40/ fj FIRE LOOP /HYDRANT Permit No: PW96 -0140 Issued: 06/20/1996 Status: ISSUED Approval Letter: 06/13/1996 Project: EXTENDED STAY Expires: 12/17/1 996 Site Address: 15451 53 AV S St: LAND Location: 154 51 5.3 AV 5 Parcel #: 115720-0031 Watercourse: 22 -5 Wetlands.: Slopes: Y Sewer: N/A Water: N'A Contractor License No.: TENANT EXTENDED STAY AMERICA 15451 53 AV S. TUKWILA WA 98188 OWNER HIGHLAND PARTNERSHIP LTD,.... 2300 PA'SEO DEL PRADO C104',--LAS VEGAS NV 39102 ENGINEER WARNER ENGINEERING- Phone: 206 858 -8577 5122 OLYMPIC, .DR:. NW #B204, ,GIG HARBOUR WA • 93355 CONSULTANT GEO ENGINEERS Phone: 206 361 -6000 8410 154TH-AVE .NE, REDMOND WA' 98052 CONTRACTOR MAGNUM,:ENTERPRISES , Phone: 206 539-4766 2205 : 116TH ST 'STE100. 'TACOMA 'WA 93444 CONTACT RAYMOND MARTIN: .� Phone: 206 539 -4766 MAGNUM ENTERPRISES, 2205,.t16TH ST 'S STE100, TACOMA WA '98444 •k * •k k k k k 'k 'k •k k •k ' •k k,* 'k •k •k •k * 'k •k * •k 'k'k 'k 'k k .k k •k * `k * •k k 'k •k 'k •k 'k •k 'k k •k k •k k k k k 'k k k k k 'k •k •k •k k •k •k 'k k k •k •k 'k k k •k 'k k k k k Additional ,Pe,rmit.Description:' FIRE LOOP /HYDRANT - DDCVA INSIDE Existing S'ouare` Feet New Square Feet: Inspection Fee:- Plan'CheckR Fee:'. TOTAL FEE'S: 25.00 THE BUILDING Additional Square 'Feet: Acct No: 401/342.400 Acct Nth:. 0001345.830 K:ina Countv,'Valuat`lor): Value of Construct ion: .00 * 'k 'k 'k •k 'k 'k •k 'k •k 'k '« 1 * 'k 'k k 'k 'ii kk * 'k 'k •k •k k 'k 'k 'k k •k •k k 'k •k •k •k 'k * k * •k •k 'k •k •k k * •k •k 'k * k •k •k 'k •k •k 'k •k •k 'k 'k 'k •k k k k •k •k •k •k •k •k •k •k k •k 'k i I hereby accept ,this. 'permit and agree 'to abide all applicable sections of the City of Tui;wilaMunicipal Code. We agree' that the City of .Tukwila shall be held harmless, fir all or any claims arising as a result of this project. Permits which `have lapsed beyond the .'expiration date shall require a re- application . and re issuance of the' permit through the City at an additional tee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST'24.1HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 4.33 -0179. Signature: j Date; ‘' ' "t< 'k * •k k 'k •k •k * * •k * 'k •k * •k •k •k •k •k * 'k * 'k 'k •k 'k •k 'k •k •k.'k 'k'* 'k 'k 'k'k 'k 'k -k 'k * 'k 'k 'k •k * 'k 'k 'k •k 'k 'k •k •k •k * •k * •k •k 'k 'k 'k •k k •k * •k 'k k •k * * * •k * •k * k APPROVED FOR IS'SIIANCE BY: JJS Issued By: "L-- Date: TiAnc °,/ I114V Authorized Permit Center Signature ' k• k*• k' k• k' k• k• k• k• k*• k• k' k' k'*• k• k' k• k' k*' k*' k• k• k' k• k• k*• k• k• k• k*' k• k' k• k**• k*' k• k*• k•k•k•k•k•k•k•k•k'k•k'k'k•k•k•k k'k•k•k•k'k k•k•k* k•k** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUKWILA Address: 15451 53 AV S St: LAND Permit No PW96 -0140 Suite: Tenant: EXTENDED STAY AMERICA Status: ISSUED Type: PW -FLH Applied: 06/10/1996 Parcel 1: 115720 -0031 Issued: 06/20/1996 •k k •k •k 'k •k •k •k •k 'k •k 'k •k •k •k •k •k 'A •k •k •A •k •k 'k •A •k 'k 'k k •k •A 'k k •k k •k A •k k •k 'k •k A •k k •k k 'k •k 'k •k ' k •A •k 'k •k 4 A k k •k k •k k •k •k •k A •k •k k 'A k k Permit Conditions: 1. .Temporary erosion control measures shall be implemented as the first order of business,...tu -pt= event sedimentation off- site or into existin9-060:,b4t'r a: f.ti,a:4;ai:i•ptie. =.. 2. APPLICANT SHALL S,QBMIT_.CDDCVA PLANS TO" PW fOR APPROVAL PRIOR TO DDCVA INSTALL"'A:TION Y' 3 It shall be v.er,,tied 'i,n fir:i`ting to', the City Uti1lte_. Inspector ptfFat��' the, firm`; 1'oop tsysteai' ;for 'the ,bu11ding. i rt : �; 1�rr ��; s , contains 8;<State "er. tment of,,l, ealth appr�oveddetector+ double Rf eck v3.ly ; assembly. "' This'` shall bekdorie;.p,rii: kto the Finrai'�I1spe�'c.t, on •: e I.• l''`' `j''" '': 6 q'': 4 All d1401e check vai•'ve assemb1l i�esf shat l be'approved,,.bvthe State'! apartment tiot Heal kph : r 1 J v: w «r ;? r...r v .Shy.: "" -... ,,.•, ," y Z `:� ~ qt / i/2\ r...:c r 1 t s ` t qS wtt WATER MAIN EXTENSION -• Permit No: PW96 -0141 Status: ISSUED Proiect: EXTENDED STAY Site Address: 15451 53 AV S St: LAND Location: 15451 53 AV S Parcel It: 115720 -0031 Wetland:: Sewer: N /P. Contractor License No.: TENANT EXTENDED STAY AMERICA 15451 53 AV S. TUKWILA WA 98188 HIGHLAND PARTNERSHIP LTD 2300 PASEO DEL PRADO 0104, LAS VEGAS NV 89102 WARNER ENGINEERING Phone: 206 5122 OLYMPIC DR NW 4B204, GIG HARBOUR WA.93355 GEO ENGINEERS ~Phone: 206 8410 154TH. AVE •NE. REDMOND WA 98052 MAGNUM :ENTERPRISES•. •Phone: `.206 2205 116TH ST S.'STE100, TACOMA 'WA 93444 RAYMOND MARTIN. Phone: 206. MAGNUM ENTERPRISE'S. 2205 116TH 'ST 'S STE100, TACOMA WA. 98444 k* A• k kA• k• k.** k*• k 4*• k*• k• A* AA*• kkA• k• Akkk k*.' k.'4* 4k• 44• M• k• kk• k• 4kk• k• k*• k• k ***k*•*'kk *i•k'Akkkk *kAkk *i•Ak* OWNER ENGINEER CONSULTANT CONTRACTOR CONTACT Issued: Approval Letter: Expires. Watercourse: 22 -5 Slope_:: Y Water: N/A 06/20/1996 06/13/1996 12/17/1996 358 -3577 361-6000 539 -4766 5.39 -4766 Additional Permi Description:. RELOCATEt'EXIt. STING WATER MAIN TO ACCOMMODATE NEW BUILDING. ABANDONMENT £ CAPPING OF EXISTING WATER MAIN_ I'S COVERED• BY PW96 -0122. EASEMENT /TURNOVER DOCUMENTS REQUIRED... Existing Square Feet: . • .l Additional 'Square Feet. New;Stuare Feet: In_.pection-Fee ' 15.00 Plan 'Check' Fee: 10.00•.' . TOTAL 'FEES: 25.00 King CountyValuation: Va.lue:..of• Construction: .:::' .00 • k*• A4* 4 kk• k*•i kk• A4A• Ak• A• A* kkk•kk'A•k•Ak•A•kk**•k•A*'k•Ak' kk• k• A• k• k •A•k*•k**k•kk•Ak•k'A**•A4•i•AAk k•k *4A•k:4444k:4 I hereby accept this permit and agree to abide all applicable sections of the City of Tukwila Municipal Code. We agree that the City,of Tukwila shall be held harmles.s'for• all or any claims arising as a• result of this project. Permits which have lapsed beyond the expiration date shall require a re- application and reissuance of the permit through the City_ at an additional fee. r THE APPLICANT MUST NOTIFY. THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK; AT LEAST 24 HOLIRS • I11 ADVANCE. TO SCHEDULE "AN IN'SPECTION CALL 433 -0179. Acct. NO": 4.01/342.400 Acct No': 0110 %345.830 Signature: � e.∎=;› Date: k•k k *-4 k•k* *•A* *•k•k•k*-* 4'4• *•4-4•**•k•k•k***•k•k k•k*•k•k k•k•i•k•k•k•k k*•k•k k•k k•k•k k•k k•k•k k *•A•k•k•*-k•k•k•k*•k k k•4* k Aye 4 APPROVED FOR ISSUANCE BY: JJS a 0 Issued By: Date TUnG �0)(act& Authorized Permit Center Signature 4• kkk*• 4•k• k4•k•k* 44.• 4. 4. 4• k• A• A4. k• k• k k• A*• k• k• k• k. k• k• k• 4. 44. 4. 4• k• k• k. 4. 4. 4. 4. 4. 44• kk4• 4. 4. 4. 4. 4• k• k*• 4.4•4•4•4.44•4.4•4.4.4*•4•4.4.4 I hereby certify that the permit holder whose name and address appear: on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date CITY OF TUI(WILA Address: 15451 53 AV S St: LAND Suite: Tenant: EXTENDED STAY AMERICA Status: ISSUED Type: PW -WME Applied: 06/10/1996 Parcel 1: 115720 -0031 Is::ued: 06/20/1996 ***4**** ** *** ** * ******4*14 *44***•k*'4 *4 **4*.* 4 **A***** *114'M*•w•k*•k* k*•1*****4.k *** Permit Conditions: 1. Temporary erosion control measures shall be implemented as the first order of busines.ywtu:--pt- evelt, sedimentation off - site or into existingsiro _jndr�j:tidu�e,.�fail.ities. 2 . CONTRACTOR SHALL ,C.19 RD'INATE LOCATION'°OFA- =.WA:TE`R;,_ MAIN RELOCA- TION IN THE FIELD WITH THE sPW: UTIL'ITIES INSPE MR. • 3. The on i t•e Zefilea ted w ti rya n1 i n;r;K.tta 1 1 be .turife�d 'over to the City a)p ''wi thjap 00r .a'te"�redo, ded'K.easemer t's•do ument- KrAJ i ation prio too the�*itra1 Insertion. Permit No: PW96 -0141 c,t\N r t �. t� L. ` 5r \ d 9 0 City of Tukwila (- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW96 -0142 Issued: 06/20/1996 Status: ISSUED Approval Letter: 06/13/1996 Project Name: EXTENDED STAY Expires: 08/19/1996 Site Address: 15451 53 AV S St: LAND Location: 15451 53 AV S Parcel #: 115720 -0031 Wetlands: Water Course: 22 -5 Slopes:Y Water Dist: N/A Sewer Dist: N/A Type: HOT No of Units: 000 Square Feet: Contractor License Number: TENANT EXTENDED STAY AMERICA 15451 53 AV S, TUKWILA WA 98188 OWNER HIGHLAND PARTNERSHIP LTD 2300 PASEO DEL PRADO C104, LAS VEGAS NV 89102 ENGINEER WARNER ENGINEER Phone: 206 858 -8577 5122 OLYMPIC DR NW #B204, GIG HARBOUR WA 98355 CONSULTANT GEO ENGINEERS Phone: 206 861 -6000 8410 154TH AVE NE, REDMOND WA 98052 CONTRACTOR MAGNUM ENTERPRISES Phone: 206 539 -4766 2205 116TH ST S STE 100, TACOMA WA 98444 CONTACT RAYMOND MARTIN Phone: 206 539 -4766 MAGNUM ENTERPRISES, 2205 116TH ST S STE100, TACOMA WA 98444 * k k k k*:k* k *** * * * * * * * ** k ** *** * ** k **** * * * * ** * * * * * ** k ***•k *** * ***** **** **** * ** ** Additional Description: Developer Construction Cost: .00 INSTALLATION OF ONE PERMANENT WATER METER, SIZE 2" METER INFORMATION: Water Meter Size: 2.00 Quantity: 1 Work Order #: 5107L Type: PERM FEES. Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special 'Connect Fee: Other' Fees: TOTAL FEES: 400.00 1,000.00 10.00 15.00 25.00 .00 .00 1,450.00 Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 * * k*** k A**-k kA k•k k **AA k•A* *•k *** k k ** k* * *** * * **•k **•k * * * * **'k k * ***** ** **•k* * ** * * ** * *** ** I understand that the charge for the meter installation portion of the water ureter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. Signature: Title: &rl �v �l� �// Company: E5 014/14,1# em J kAk1AAkkk•AkA*k:AA:AkAkkAAk + kkkkA **** * *k *AA1*****k*** * **k* * *** * * *•k * ** * * * * * * * * * * * * ** APPROVED FOR ISSUANCE: JJS Date: Issued By: Tung 10) Plot Authorized Permit Center Signature Date AAAk. 1kAAAAAAkAkAA: kAAAAA kAAAkkAAA* k* A** k** kk****** kk ***** * * *k•k** * **** *****c * ***r* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date CITY OF TUKWILA Address: 15451 53 AV S St: LAND Permit No: PW96 -0142 Suite: Tenant: EXTENDED STAY AMERICA Type: PW -WM Parcel 1: 115720 -0031 Status: ISSUED Applied: 06/10/1996 Issued: 06/20/1996 *•k•k•k k k• b1.1*• k*. 11• k• 1• k• k• k• k' k• k*• k1• k*• k**• k• k'k' k*• k1•k• k****1 11.1 1• k• k• k'k•k•k1'k *1*•k•k•k•k•k•k•k'k ** k• *11 Permit. Conditions: 1 Temporary erosion control measures shall be implemented as the first order of business.•�to-- prever2lt sedimentation off - site or into existing fo;;lt -644 :�l�! a f.ac.i•l,ities. 42t7r r g t1 1 l A ."S" f f • Y+ O • Ccs:"•.---..., ,9 V 0 0 0 4.` V r City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WATER METER PERMIT Permit No: PW96 -0143 Status: ISSUED Project Name: EXTENDED STAY Site Address: 15451 53 AV S St: LAND Location: 15451 53 AV S Parcel #: 115720 -0031 Wetlands: Water Course: 22 -5 Slopes:Y Water Dist: N/A Sewer Dist: N/A Type: HOT No of Units: 000 Square Feet: Contractor License Number: TENANT EXTENDED STAY AMERICA 15451 53 AV S, TUKWILA WA 98188 OWNER HIGHLAND PARTNERSHIP LTD 2300 PASEO DEL PRADO C104, LAS VEGAS NV 89102 ENGINEER WARNER ENGINEERING Phone: 206 858 -8577 5122 OLYMPIC DR NW #6204, GIG HARBOUR WA 98355 CONSULTANT GEO ENGINEERS Phone: 206 861 -6000 8410 154TH AVE NE, REDMOND WA 98052 CONTRACTOR MAGNUM ENTERPRIESES Phone: 206 539 -4766 2205 116TH ST 5 STE100, TACOMA WA 98444 CONTACT RAYMOND MARTIN Phone: 206 539 -4766 MAGNUM ENTERPRISES, 2205 116TH ST 5 STE100, TACOMA WA 98444 **- k** k*: k** A* k****' kk**** k********************* *• **** ******* * *** ********* ***** Additional Description: Developer Construction Cost: .00 Issued: 06/20/1996 Approval Letter: 06/13/1996 Expires: 08/19/1996 ONE WATER METER /EXEMPT, SIZE 1.5 ", DEDUCT METER INFORMATION: Water Meter Size: 1.50 Work Order #: FEES: Regular Connection: Install Deposit: Plan Check: Inspection: Turn On Fee: Special Connect Fee: Other Fees: TOTAL FEES: .00 .00 .00 .00 .00 00 00 00 Quantity: 1 Type: DED Acct No: 401/388.102 Acct No: 401/386.520 Acct No: 000/345.830 Acct No: 401/342.400 Acct No: 401/343.405 Acct No: 401/388.101 *** k***************** k************* k************* * * * ** * ** * * * * * * *** * * * * * * * * * *•k ** I understand that the charge for the meter installation portion of the water meter /service installation is based on the actual cost of materials plus labor including 17% overhead. I agree to pay the installation fee (deposit) on the signing of this application and the balance of the cost when billed (overpayment will be refunded). Further, I agree to pay the regular connection charge, administrative plan check fee, inspection fee and turn -on fee as part of this application.I further understand that the water service piping from the public main to the water meter box and shut -off valve (corp stop) shall be constructed at my sole expense. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. s ; g n a t u r e : / Ti tle : km.g. ,6e.SgdAdI %i /g company: �S� �kL�lwitJ��Date: 11 2. k A:k .k.k.k.k.k.k.k.A..k.* *'k k *****'k .Ac k k k* k** * *** * * **k kk.k.k k**•k *ck*'k* *** **•k *'k k * ***** *•k** * ** APPROVED FOR ISSUANCE: JJS issued By: Authorized Permit Center Signature Date A' kkk: kkk...k..k'k*' kk*A*** kk** kkk**k•**' kk** A*** kkk* Ak** k* k *'k*'k*** *• * ** ** * *** * * ** * * * * * ** I hereby certify that the permit holder whose name and address appears on th;s record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date • 4'. CITY OF TUYWILA Address: 15451 53 AV S St: LAND Suite: Tenant: EXTENDED STAY AMERICA Type: PW -WM Parcel 4: 115720 -0031 Permit No: PW96 -0143 Status: Applied: Issued: ISSUED 06/10/1996 06/20/1996 * *"A* k *"A *•F * *** **"4 * *•4***** * *** 4*•* 44*•* 4 k 4'* 4'4 *"k *"4 **** A"w•k*"k ** * ,* A* w"k•k*"4* * 4 4.4.4 4** Permit Conditions: 1. The exempt meter work shall include a State Department of Health approved double check vkl vssemb 1 y . 2. The deduct meter- sha1.1;;;6 sail = tl��i:�quant,ftoes in cubic • • feet. City of Tukwila John W. Rants, Mayor Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: May 31, 1996 SUBJECT: Extended Stay America 15451 53rd Ave. S. Project No.: P95 -0115 Plan Check No.: B96 -0075 Activity No.: PW96 -0120, PW96 -0121 Contact: Mr. Ray Frye Phone: (206) 453 -0265 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON MAY 31, 1996: Permit Fee PW96 -0120 Land Altering 283.50 PW96 -0121 Hauling 25.00 PW96 -0122 WME(Water Line Capping) 25.00 PW96 -0128 Off Site Storm Drainage 25.00 Total: $358.50 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance, Hauling Bond and the Haul Route. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 Permit N o: Status: Project: Address: Location: Parcel lit: Wetlands: Contractor: TENANT OWNER CONTRACTOR CONTACT PW96- 11121 ISSUED E t TENDED STAY 15451 53 AV S 15451 53 AV S 115720-0031 poirryi LAND ALTERING Issued: 05:x31!1996 Approval Letter: 05/31/1996 Expire:: 11/2)/1996 Watercourse: 22-5 Slopes: Y MAGNUM ENTERPRISES License Nc. : EXTENDED STAY AMERICA 15451 53 AV S. 1"UKWILA WA :-98183 HIGHLAND PARTNEF'SHIP:.:LTC2: 2300 PA'SEO..;DEL, PRADI? C104. LAS ` VEGAS: NV 89102 MAGNUM ELP N1PRI':,E,: ; }• Phone: 206 539-4766 2205 ,116TH" '.,T S. STE 100. i.JACr MA WA 93444 RAY/MARTIN,.. ,,, •Fht,ne. 2O6 5 ,'a -4 ebb 2 20 ..116TH 'ST.'S. STE 100 TACOMA WA :98444 4 k k 4 4 k Ak k 4 k k k k i,k k k F**************** 444 k •*'•4 'k •k .k h 4* 44 'A '4 •A'k 'k .` k 4 014'11+ k •k •4 4 k *04*** k :4 • a Additional ,,D cr:.fpt'iar': . ,, . LAND/ ,AL:TERING-, FOR ,;CON:,1'RUCTION-`l?F THE NE{� HOTEL. APP�/I.CAN,T SHALL ,OBTAIN. SE;PARATE'LAND ALTERING PER M1 T/'ORGRADING`' FOR E$IOSWALE!WET' POND'=, AND RE•;TA',TN1NG.WALLS BACl FILL . ;•)- CU,T,'IVOL UME. FOR THE '',111TE COVEPED'BY THIS PERMIT I,S�','15,`til;l CU' YDS. ;, °1 4. ''� . , k 5: '6'adiy' F'11 lY irdr- .,1--'---.. t '' 11 68l„ 1 1,1 tj J . - i il ; : Total:, ota1 ]k ` 6 3 1 ri „, . 1._ 1 ' Plan Che FeaPer. 4i' Fee :.;0 `' ' .' 2 j 50. i \\ .) I Account No ,000r3212.100 v . -45C 00 ,..s\ \ t r k x . urt APr.routt r. . al 111; ;fJ 3Q , v �/ f ti, \ - 1 'L \ a11#:..!rr,:rctoi.m. Nc. ;0110'i�,E,!11R ~2B4`5( titi Tot3 ther 'u , 1r'elosi 4 ,4 k k 4 v 4 i k k k k k k k k v or i k 'Ai!, 4 k k k k k k k 4 k 4 k k k k k �k 'Rir k►4 k k k k k k fk k * k k k k k k A :A, 4 k y:.,,!***** k k k 4 4 r 1 hereby ciert it ±haC. I have read andoiexamtpedhi permi t.'and I.. now the same to he t rue nd`correct.: All provisio6si„of/law\anCordinanceS u gc'lernina this work will b'E complied c■ith, whethe'r';SUec'i•T•ted herein' or riot. 1he'!]ranting of this perm i toe: not. ,pre ume to g i ve'••au thor• i tv to v i o 1 a to or cancel the pro.i:.ion:, ot.:`;ariy other state or local laws regulating' construction or the performance of '.wo,1 . I parr► author-.i _ed to : i.gn t'c:r and obtain th i:. Land P I rer ing permi t�:': Tl1i:: permit s.ha l l 'be .ome null and 'loid if the work, i:. :got. commenced wi thin A80 :,eiays from the.''dat,e' oaf ' iss.uance.,or . if :the worst i:, suspended or abando'noi;,for a perio'd•.of 180 days fr'oin the last in_.pecti,:n. THE APPLICANT MU'_, P ' ..Y :JHE :CJT'i 1N'SPECTOR-.OF_'. COMENCEME 1' AND COMPLETION OF WORK AT LEA':, 2 � .:; 1 N "Afa'JAN�'E F% ?F lV ;'INSF'ECTI1� ' �l L 4 ,”' -11' ��. Signature:___ Date: **,,,,,,41,6,****** ,; 'k'k'k'k'k'k'k APPROVED FOR Ic,SUANC.E : issued By: V� k k 'k k k 'k •k A •k 'k 'k 'k •k •k 'k 'k 'k •4 *4 is •k •k k •k •4 •4 '4 11* 'k 'k k k A k k • •4 4 'k k 'k 'k k '4 k 4 Date: 31) Willi Authorized Permit Center Signature 4 .,. •k 4 '4 4 k 4 'k k 'k 4 •k 'k 'k •k k •k •k •k •k 'A 'k •k •k 'k 'k '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 'k •k •k k •4 'k •k k 4 ' 4 •k •k 4 k •k 4 k •k 'k :k k k 4 4 1 hereby certify that the permit holder whose name and address. :appear:, on this record has satisfactorily met the standards and condition:. for this project approved herein. Final Inspection Approved By: CITY OF TUK:;WILA Address: 15451 53 AV S Permit No:. PW96-0120 Suite: Tenant,: EXTENDED 'STA'i AMERICA 'Status.: ISSUED 'i yDe : PW -LA Applied: 05/24:1996 Parcel 11: 115720 -0031 Issued: 05/33/1996 M '4 •M 4 'M •M 'M 4 'M M A •M •M 4 4 'M 'M •M •M M k 'M •A 4 M 'M •M 'M M M M M 4 •M 4 4 4 'M •k 4 4 4 k '4 M •4 4 •4 •4 4 4 M '4 •M 4 •M * 4 •k •4 .4 . 4 4 '4 A k 4 •k 4 4 4 4 M 4 Permit Conditions: 1. Temporaryy erosion control measures shall be implemented as the first order of business ..to prevent sedimentation oft - site or into e, i. ting star -mdreinaab.. "f.ioiTities.. .. THI'_, PERMIT IS ISSUED ,PRIOR TO OBTAINING A' BUILDING PERMIT. THE DEVELOPER SHALL.' ASSUME FULL LIABILI1'Y FOR LAND -ALTERING ACTIVITIES CQNDUCTED PUR'SUAN1.. TO THE LAND ALTERING PERMIT AND SHALL SAVE "AND HOLD HARMLESS 1HE CITY FROM ANY CLAIMS FOP DAMAGES,•OR OTHER JUDGEMENT'S, IN LAW OR IN EOUI rY ARI'SI14G OUT OF LA1EP .•FIt•1DINGS REGGARDI•NG THE PLACEMENT OF FILL' h'IATERIAL$' OR `,THE:.INABILITY TO:'UTILI_'E rHE ;.::SITE AS PREPARED THROUI3I•i: GRrDU.AND FILL OPERATION'S. 3. THE ?ERMIIEE SHALL. ' AT ALL ITIMEE' `PF;0TECT 'SEN'SITIVE PI -SEAS, THEIR /BUFFERS AND IMPROVEMENTS TO ADJACENT PRIVATE ,I PS)F'EP= rIE ND "PUGLIr ' P.U.W OR EASEMENT'S FROM DAMA+3E •DUP.N+3 GRAfING'0PERAr4ON'S. THE PEPMITTEE - :.HALL RESTORE TO THE STNNDART'5 IN EFFECT AT "THE TIME OF THE ISSUANCE IAr•1C.E ' iF THE' PEP - M1'T r� SENSITIVE AREAS, THEIR; SUFFERS, 'c PIIELIC IMPROVEMENTS D /MAGED BY THE FERMI TEE I:IPERATION'.. ' 4. 1M5,1TALLATI•nu OF` - rHE '_,10P1 IDPA111AGE LI14C IN THE AACC:E'_,'., ROAD F00 5:RD.,AVE 5,. TO TF1E PROPEPTLINE 'SHALL BE COMPLETED i i AS�a IP.3T `LIN,E OF, BU'SINESS.M;;,':S E:XCAVATION AND GRADING MAY NgA :TART —6EFORE TJ1E' S,- TiRM' LINE 1.. ISA,COMPLETE. HOWEVER TII f 0tiTfAGTOP CAN''PR)CEES WITN,,r:LEARING GRUEIGINC Ar�lp GRADtING LoNG�WE'_.T PROPERTY L1t4EF.INSIGE FHE��'PRIVA1�E PROPERTY.' WSDI T, PEPMI T• NO. 16630 IS ATTA+:aHED 'A'S PART `U- THIS PERMIT' ANL'r CONTRACTOR :,HALL FOLLOW ALL'',' THE 'SPEC.IAL•..`PP0VI'SIONS F'W HIGHWAY. ENC:ROACHMENT'S LISTED IN' THE. ABOVE WSDOT PEPMIT. 5. , 'STABILI,ED CONSTRUCTION ACCESS ROAD TO BE CONSTRUCTED AS FIRST EXCAVATION: W'ORAND 'SHALL CONTINUALLY MAINTAINED THROUGH-THE DURATION OF THE CONSTRUCTION. 6. EROSION CONTROL MEA'SURE'S MU'S1' PREVENT CHANGE IN DRAINAGE ON TO ADJOININJG PRGPERTIE'S.•WITI.1 MEASURE'S TO EE REVIEWED AND RE'JISED A'S.;WORK PROGRESSES: 7. CONTRACTOR SHAL'L•.•:FC`iLLOW ALL THE RECOMMENDATIONS OF THE GEOENGINEER'S, INC. SOILS ,FEPORT'.�. Fermit No: Status: Parcel No: Sfte Address: Location: Start Time: End Time: PW96-0121 ISSUED 115720-0031 15451 53 AV 5 15451 53 AV 5 HAULING Iue Date: 05f31:1996 Approval Letter: 05/31/1996 Expires: 0:Y30:1996 Bond Number: CHECK NO. 059412 TENANT EXTENDED STAY AMERICA 15451 53 AV S. TUKWILA WA 98188 OWNER HIGHLAND PARTNERSHIP LTD--- . 2300 PASEO DEL PRADOCT04..LAS',:,VEGASNV 89102 CONTRACTOR MAGNUM ENTERPRISES INC- ....- ., .--...'_,,:....Phone: 206 539-4766 2205 116 ST.STE-100,TACOMA WA 98444 CONTACT RAY MAPTIpi . ,:.. ,:::.VI 'f.i, - . 'Phone: 206 539-4-'66 ,:„., ,, . . . MAGNUM ENTERPRIESES.;,','MC . ',.=2205 1 r6III 1.,T,"!:., .STE 100.;,, TACOMA WA 9844 44.4********k**.44**111.444441,4*********44;40**41,44‘.****4*****4414440.4 Planh'ecy.,Jee:'= -.-- 10.00 IneCtion Fee: ,,' .,. ,•15,00 •, 4W0tfier, ,Fee. -' - , , . .R, ,,..po il4/ / TOTAL FEE!:.: '• (0 1 25.00 t5' :. . , • A. *4 .4 .1, 4 4 4 .4 t4 4.;* -It *-4 t I 14 4.k •• 4 .4 ./. 'Os qi '4l'44 .1/1,44 44 'et 4 Or.** it 44 ./. 4.4 * 44 • • .4. if * * .A- .4 :41; • .• • 14* f( ilk .4 .# I, # The under6ilined,hereby app Ales foi,-,,stet'mission to perform hauting:,,,per attached map in acbbrdante w.ith the'-following conditions: :.- 1- Flagg/1*i, r$igli100, and 11 be-iin.accordance withr-MUTC6.-"for trafftc con t 11611. .,,,i -...,ii ! _ ...• f ' \40 ..... Contrdt.tor shal) prov-ide 4-etplified\tflaamen,.tor traffic. cont•ool J- 1 ,o Swee r,Rtbirwlisi-oleiii\stri4tkftsed-Vbh4Oati...ifaction cif Rubfic*rks each nign roundAdOlp,,Toute_(no fluOi;tig-Ilovied). 4- Noti .,..g,;,,,,. IA r4\ cipt ins$ec 'clr.,7bef lre 41200■nb.oit'On fr i day preceding Lan ,,,,tiyeei%end work, . Ai ef 6 i• / . `‘‘..\.. 1/4,\ 4(.---,..„ irdl .64 .< /ej N d'!, \ - 6- Clean ociveb debt- is from ci tl.: t:bit..-ti ,b.x.sins-`1n anit ar 61.1ed iiii ing 1% d j)etwern\--th . s.reekdkiyttjf-s-/-of.7--1,00 a .mfi• .,.(pd .):'3i.I.m. on 1■... 5- Permi route_ , too i.f.,_ . „,..--.,-1--L" os 1:\- 4k4'''''' PI/ Pl'OV id 4', dew Ate tie mpor ary access ,3e. A 0 t \ kt 6'V,,i riteri ere wi,t1) ( tiler Vet) i .:le moveme.t4,91- iba use (ruck s to trove Il °Vey /CU r b i':.-.9 ,„' 3- All vehTijes must n?ke complete stop itrioi!' toehtering publ,Wright-of-w. (c) 41144..4A • ' 4:. :.:• ****44444k4444444,414)04.44*(4 44444/1****444p4441.4444444444444444,4*******4444**kk YHE APPLICANT MJt , )Tj Y THE INSptCTOROF COMMENCEMENT AND,COMPL YION OF WORK AT LEAST 2 ' ADVANCE'. :,433-0179! ' '' ');. •.', • - , Signature: Date:- 44*444444444444444444444444. • 4144A;44c44:4444**********4444444444444444444444,4 ". . APPROVED FOP ISSUANCE BY: J,IS Issued 13v: MAy 3)) 16116 Authorized Pe mit Center Signature Date *****************************4.4 4****.****A****4***4****4 ***4.4.4*A44*****44 44* I hereby certify that the permit holder whose name and address appears on this record ha satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved by: Inspector Signature Date ti Address: Suite: 1'enant: Type: Parcel It: CI1 Y OF TU :WILA 1J4.51 53 AV EXTENDED :.TAY AMEPICA PW -HAUL 115720 -0031 Per•n►i t No: F'W96 -0121 Status: ISSUED Applied: 05/24/1996 Issued: 05/31/1996 •k 4 •k •4 •k •k A •A •A •k •k 'k •k 4 4 k k •k •4 4 •k •k •A •A 4 4 4 •k •k A 4 A •A •A •4 4 •k •k k •k •k •k A •k A •k k k -A 4 A '4 k A A k k k •A •k •A k k •k •k •k A •4 •k 4 4 4 4 4 4 Permit Conditions: 1. Any material spilled onto any street shall immediately. '1;` L\r' a J,11 47 be cleaned up 4 �;��, si4rvriuvi 11\t,k,( 4 �U Permit No: PW96-0122 Status: ISSUED Project: EXTENDED STAY Site Address.: 15451 5.3 AV S Location: 15451 53 AV '5 WATER MAIN EXTENSION Issued 05/31/1996 Approval Letter: 05/31/1996 Expires: 11/27/1996 Parcel 1: 1157211- 110.31 Watercourse: 22 -5 Wetlands,: Slopes.: Y Sewer: N/A Water: N/A Cont.-actor License No.. TENANT EXTENDED STAY AMERICA 15451 53 AV S. TUKWILA WA 98181 OWNER HIGHLAND PARTNERSHIP LTG.... 2300 PASCO DEL PRAD1). 0104 ._ ?,L.AS VEDA':+ . NV. 63111_ CONTRACTOR MAGNUM ENTERPR1,SEt1 INi' .•;; . Phcre : 206 533 -4766 2255 116TH ST STE ]1) 1TAC MA: WA 9 4t4 °_< CONTACT RAY MARTIN :: . .:' is Phone: 206 5139- 4366 MAGNUM ENTEPPRI,5E...' INC 2211 -1 16TH ST S STE 1001, :•..j"�sCOMA WA 31':444 • •4 4 0 k 4*** •A 'k .4 •k 4 '4 4 :4 •4.k,'i •k `k '4 'k lk'4 :04'..010 :4 4'4 4 •4 k 4 4 4 4 .4 1.**** 4 '4 'k •4 **A 'k •k 5 4 .4 4 4 '4 •4 11'4 0 1 4 . 4 1. ■ 4 k 4 Additional Pe••r•nr,i. De cri`pt'ion. . ABANDON ''E.CT" i 11N�,:'OFEXIS=TING PUBLI1:.; WATER MAIN EXTEN'IO MT MAKE, P C MF1T NES,t; =L':,` ?I BUILDING. CUT AND ».ASP WATER LItNE . O 1) WITHIN L4JE° AND,,DEADMAN,'`IN,VICINITY OF EAST PPO'FIRT Y•'� L.INE �- ,. 2:' AND.0N.;'51 ,PVE;" WITttLSPEC:IFIr LOC.A1'ION'_, TO BE A0f0VED I3 ' THE C.I TY" PW�-•DEP r. I N•, THE FIELD. ':'EF'Ag4IE PEPMI1'r,"W1LL.rEE:I'_+':iUEJrr F(*'' RELOCATION OF 1•FIE AB /NDWN WATER MAIN EX�TEN'S=ION'�- �j.�,, �l Existing �:�,�3uare feet : . ._ &;tt` \` } �:Adciit•i .nal 'Soli�ir'e,.Fe':� New 5louar�el,( eet: L, f'�..' ti 61t 1 ), ;' J -0 : -.r , .j.. /4,,, ,, ! i / pr ! liJi la try per ior+ F`ee:� 2 /' 11,5..t'OO' •\ ,,,,,, Ac. c. t' r�0 ?` -., X11 3�l2.400 Plan 1��i .ci; - � k,> � /!'t�.111Y�.�' f , t r& • 1)0 345.330 �e �.y v 1 _1 rt I . rEE'�`(1. v '25.1111 I ..: -1 ::' 4 �.:....,. i ,. King County r1�:#1jua t io ?i. •., ;• 1I ( V a l4 ''� ; 'Coli= t:rUG i +y t: 'j _CO •4 4 'k •4 k 'k •4 4 •4 4 '4 .4 4 11,': ,4 'k, 4 4 •4 •4 •k •k •k 'k 'k Al fir 4 •4 'k 4 ;4 4 'A '4 '4 4 •k Ve ,4 •4 .414 t 'k 'k •4 'A k 4 4 4 *,*',0 '4 4 4 k k 4 4 44 k, k 0.•k ••4 •k •k '4 4 k •4 4 4 4 4 4 4 1 Iiel'eby accept', this.•,per'mft and a!7r'ee-•to .ab•ide �a'l l,,appl il`.►abl :se.C:tt+lris. of the City of Tu1;w i 14 ;;fMiun i Ci•pa 1 Code . We agree that the City of Tukwila shall be held harmless fQ;? ?•'`;.i11 6r, an" claim ar'i31nq_.a a result of ,,this L''ru)Ct.t. Permit:, which haiie. „'lapsed beyond tF4 'e4iiation date shall require a re- ,application art'cl y i,s nuance of •the .permit through the .City at an additional •fee. z: 1 THE APPLICANT rj 'j N ri! ¥ THt .CITY 1N'SPEC1'OR. C,F _COMM NCEMEUT AND COMPLETION OF WORK AT L �S1” • ,f OUF' Itl P 1VPI' CE 4 TO_ SC'HEDUCE AN INSPECTION 'ALL :::; � Date: j 'k 'F,✓4 ' � D a t e : k 4 k 4 4 k 44 4 k 4 k k k 4 k k 4 k 4 k k k 4 k 4 k k k k k k k k k k k k k k k k k k k k k 4 4 44 k '4 4 4 0 4 4 4 k k 4 k k 4 44 4 k 4 4 R '4 A APPROVED FOR ISSUANCE Y d Issued ,e v: v' Aut or i zed Permit Center Signature •4 v •4 '4 4 4 •4 k •4 4 •4 •4 4 'k •4 'k 4 4 '4.4 •k 'k 'k 'k 'k 'k •k '4 'k 'k •4 k 'k •4 '4 'k 'k 'k 'k 'k 'k •k 'k •4 '4 'k •k •k '4 '4 •k •k •k •k 4 •k 4 'k •4 k 4 'k •k •4 4 '4 •4 * '4 '4 •4 '4 '4 4 '4 k 4 4 1 hereby certify that the permit holder whose name and addr-es.s appears on this record has satisfactorily met the standards and conditions for the pr'ojec:t approved herein. Final Inspection Approved: Date: �i)1oY11/ • CITY OF TUKWILA Address: 15451 53 AV S Suite: Tenant: EXTENDED STAY AMERICA Type: PW-WME Parcel 1: 115720-0031 Permit 14o: PW96-0122 Status: ISSUED Applied: 05/24/1996 Issued: 05/31/1996 **1,**4*****A****14*********4k*A****4AA4**4***4*4********44****444,4***Mk*41,k Permit Conditions: 1. Temporary erosion control measures shall be implemented. as the first order of busine:ils.,to‘z;pAtep.t. sedimentation off- site or into exi3tinsi,tiONAr4Iii40:00iities. Work affecting trafftifAllirs shall Iri:'CI.0.101y,coordinated with the City utUaTes InspOri toA TraffreCa'n.trol Plan.. , ..-•,, r'- i ' , :J 'tt, shall be iihp.ited t a tOr;trpsipectOr for prlor-awoial. , ; til 56.3,....:S' tit,,..; ;11' ..,..1:.:A''': '' Mvy 00 t*Ivo,:,,,,,4,4„0, 4 a, , Q.1 4 % i ' .,,...;, n :."•i. 4:- •:,, 1,' ‘? . • :,, r:- '.., :,,,, ,,,,,,,A \:, '<I' 4 .4'' 1.0 C'')., 'f) • ''' •A A\ \ • ' • J 1. / .. , ,r,;,;,, ; ;?4 c 4• :.:::i,4 i.,. -;\ V •■••;,„..-.-- ,:., ,,,,:"I'i'V 0 -'*--•71! :.;, . ' ' '0.:1 ,.:,J... e VIA .i ''I'' 140i Llzhaizi,1 \+ p. . ,,, ,,1-: rf It::511 ° --"'-7",; '''il. „,.P\ 4. .- .04 .,4i..• h..;:.4s.,, OtW1 4 4 . '4.4.■,„4„m cr. .,‘,1 t-, .,. (1) ( a DPINAG11 Perm!t No! PW96-6126 Issuev 31:1996 .Lratus: ISSUED Letter: 05:31:1996 •ieot: EXTENDED STA .i ip;res. 11:22:1996 Site ;Iddress: 15451 53 kV Looarton: 15451 53 AV S/FROM S3 AV S TO PPOPEPJY LINE Parce: 4: 115720-0633 Watercourse: t' 1• Slopes Sewer. W.A. Water: MP Contractor License N. EAVI EXTENDED STAY AMEPICA Ph: 266 454-6165 1611 116TH i&1 NE. eELLEVLIE WA 904 *NET HIGHLAND PARiNERSEIP LTD 2300 PASEO DEL PP/.DO C.1.04, LAS-VEGAS NV 139102 :UvIINEEP WARNER ENGINEERING Phone: 106 5122 OLYMPIC OP ./414 46204, GIG (P.O1 P WA 9;3$35 XtUTR.LCTOP MAGNUM ENTERPRISE.S. • Phone: 206 f:30-4766 204 116TH ST S..STE 100. TACOMA WA 96441 :orarAcr PAY MARTIN Phone: 206 539-4766 MAGNUM ENTERPRISES. 2205 1161H ST S. STE 100, l'ACOMA WA 9;3444 , , , e , N • 4 4 4 4 44*4 4k 0 4 44 4 . 4 * * x * ft * A * 1 4 . ! . 4 4*4 4 k4*A4A*4A* A 44 4A 4*'0 4.k*A4 A*4 4.14q*,. 4 ir 4 Additional Permit. DescriptIon: SIORM DPAOACE LINE IN PPIVA)E. ACCESS POAD FROM 53P5 AVE S TO THE PPOPEPTY LINE. Eyrstng SqOare Feet:: Additional Square Feet! New Square Feet:, in.spection fee: P:an,Cheol: Fee: TOTAL FEES: 1.5.00 10.00 25.06 A::c.t No: •111342.406 Acot No: 066/345..2:3C King Count-Valuation: Value of Con.ltruction: .00 04,4 4 444 t4.4 4 4,4**4*4 4 4 4' A4 4 *4 *'4 **4.r.4444, m*AwAA 4 4,4.4 rAq. 4.4*4 ...4.44**44 t 1 i)e;.eby accept' A.his'permit and agree'to abide al! applicable sections of the of rul:wilaMunicipal Code. W€ agree' that the L t.. of ruP:wt!a snail bo heTd harmless for all or any olaims arising •as a resui of this project. Pe;mits which have lapSed beyond the e$:plrabiOn date sha!l require a re-application and .feissuance of tne permit through the City an add:rina! fee. 1ThE APPLICAN1 MI 1' NOTIF1i ChE CIT'T INSPECTOP OF CCHMENCEMEkl AkE WOU AY L HOURS IN ADvANCE. TO SCHEDULE AN INSPECTION CALL 433-0129. 31gnature: • J., • A • .. A . • 4 't • *4'0A kAwl. APPP0'..3E0 FOP ISSUANCE t • JS Issued ---------------. k•e.-4.*AN444.4*444—A.4.*Ao,4.**4•449, A.N4*'4* cate: Nitqi V) (011G .• • *. A • 5 • A 4' • • Auchl.rtzed Permv.. Lenter !:iignattire 44 A: 4 .#.44.44eN4A44*4.4.44,skkk4I1,4040,44.***.***kr...thA4‘'s4.4#,A*4■*4.Q*.irm..0....A.A*k1,4.4 nevr,y certify that the permit holder whose name and add!!'ass appeais on ch:: record has satisfactorily met the standards and conditTons for the pvciect. approved herein. f ! i it Approved: .. Inspector ::.ignatwe [-Ace cm Of TUKWILA Aodress: 15451 53 AV S Tenant: EXTENDED STAY AMERICA Type: PW-SD 4: 115720-0031 Permit No:.PW96.6128 Status: ISSUED Appiied: 05/30/19Ni Issued: 05131:1996 4 A ■ 4 4 0 , 4 4 4 - 4 4 * A * . 4 A 4 4 ! 4 4 • 4 4 * * * 4 4 4 4 * . 44 444.4:404.44or 44 444-444••*,i**4 • 4 4 • 4 *** 4 . .?; Peimit Conditions: I. Temporary erosion contro1 measti;e..5 shal! be tmOemented es the first order of business,. to ,prevent. sedt;:lentattil off- stte or into existing,:s..tOr*OralI149efcl'oilTies. MASS EXCAVATION AND:j3RAD1N8 MAY NO1 START BEFORE THE STORM LINE IT THE PRIVATEACCESS P.OAD I City of Tut..wila Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Pu)96- o12o(o121ioj22, oi28 APL .lion se p 7S" oils— Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION PROJECT Site Address: E)►TISNArAY {. moo{ -- (PAtf /gL &e40,N6 PE,ZMN>) INFORMATION Name of Project: %5457 53 S Property Owner: 5 34 D eo-dojJ inert Street Address: (6 l/ // /4--P-e. ,UE Engineer: IN 4- 1?./'J e 6ti6 /NEE4)//(A5 Street Address: 5 / 2 2 0 /y Dr 4 i Gt.) ao'/f Contractor: ?AA (BO P/'PaiArItAl;'t, I N C Street Address: 22.o 6 r' Si-. S.D. Stc 1 ov King Cty Assessor Acct #: Contractor's License #: PERMITS REQUESTED ❑ Channelization /Striping /Signing ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: ❑ Flood Zone Control 114' Hauling ki Land Altering /,.4.i.gL cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: _Sizes: Cif/fr/,v c, Com n/efe if.r14.11 /45 Phone No.:C, 6) e:1111 - 02 6 City /State/Zip: ,/' Q ru¢ 4,0-`? 8 004 Phone No. (2-06 858 -&577 City / State/Zip: 6/6 Nil 802 4)6- `?73: Phone No.: Zo(a-S39 •474G City /State2ip: 9 F9 9 '1 rhA6N1166bib TO Exp. Date: V-aO- ❑ Sewer Main Extension ❑ Private ❑ Public fit Storm Drainage OFF' - 5 rL ❑ Street Use %Water Main Extension ❑Private gPubIiic ❑ Water Meter / Exempt: - No.: — Sizes: Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • _ Sizes ❑ Water Meter/ Temporary: - No.: — Sizes: Estimated quantity: Schedule: ❑ Other: .WATER'.METER REFUND /BILLING Name: Phone No.: Street Address: MONTHLY SERVICE BILLINGS TO: ❑ Water Name: Street Address: ❑ Sewer ❑ Metro ❑ Standby City / State/Zip: Phone No.: City / State/Zip: RECEIVED DESCRIPTION OF. PROJECT: ❑ Multiple - Family Dwelling No. of Units: ❑ CommerciaVlndustrial ❑ Hotel ❑ Motel ❑ Office ❑ Retail ❑ Single- Family Residential ❑ Duplex ❑ Apartments ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Church MAY 9, 3 1996 ❑ Other: TUKWILA PUBLIC WORKS ❑ School/College /University ❑ Manufacturing ❑ New Building MISCELLANEOUS:: Square INFORMATION Square King County Assessor's valuation of existing structures: $ ❑ Hospital ❑ Other: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $ • I HEREBY: CERTIFY. TH .1; HA E READ THIS APPLI CATION AND KNOW THE SAME :'TO BE TRUE AND CORRECT . Applicant /Authorized Agent Signature: Contact Person (print name): IZAY 61 AIM i Print Name: ItWelONO 0 PRTI %) Address: 7ZO5 1 /6 +h St. So. Ste. 100 Date: 5-'11'14 Phone: 3.V4- 539- 41(,4 T oic Orn# WO 4 Sl` ' #V Phone: 214-S31 %6 Date Application Accepted: 5-p 3 / [?6 Date Application Expires: i i /a 3/94. 04/22/92 City of Titc,twila rA7-4,, .lion 1 Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433.0179 UTILITY PERMIT APPLICATION PROJECT _ INFORMATION;! Name of Project: )S7/5 / 5364 e S Pro•ert Owner: 554 Dee)-e& hi&'-tt Street Address: 6 1/ //6 - Engineer: V(W/ h2- &fie E,U6 /it) Eiem./ 6 Street Address: 5/ 2 2 C> /yhi /c /jGt) Contractor: MA 4N UM -til tettAses', 1 N G Street Address: 2205 ►!6r` St. „co. 5t'c 1 00 Site Address: srAY 4i .. - -a- MAIL. &RA Eit Corr PIe'e 6rK 6 1'48 Phone No: k6 4J 4' - C7 ,B 201 City /State/Zip: ,P ,rub art q 800. Phone No.P )6 E358 - &577 City / State/Zip: 6/6 /i,W 802 Wfi Phone No.: Z�-S3'•'7(. Mom W City /State/Zip: 9 F y 9 L1 King Cty Assessor Acct #: Contractor's License #: m4te4N U6(s Li0 JO Exp. Date: V-2.018 ❑ iii:REQUESTE ❑ 0 PN-LA - pwgi,-0120 ❑ PW - I-1M.:. prJgb-vl24 igi- f.v4- : PI16 -0¢y❑ 0 0 Channelization /Striping /Signing Curb Cut/Access/Sidewalk Fire Loop /Hydr. (main to vault) - No.: _ Sizes: Flood Zone Control Hauling Land Altering cubic yards Landscape Irrigation Moving an Oversized Load Est. start/end times: Date: Sanitary Side Sewer - No.: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage ❑ Street Use %Water Main Extension ❑Private PubIi�c ❑ Water Meter / Exempt: - No.: _ Sizes: Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • — Sizes' ❑ Water Meter/ Temporary: - No.: _ Sizes: Estimated quantity: Schedule: ❑ Other: WATER METE i< REFUND /BILLING Name: Phone No.: Street Address: MONTHLY; SERVICE:!: BILLINGS TO ❑ Water Name: Street Address: ❑ Sewer ❑ Metro ❑ Standby ❑ Single - Family Residential ❑ Hotel ❑ Duplex ❑ Apartments ❑ Motel ❑ Triplex ❑ Condominiums ❑ Office ❑ Warehouse ❑ Retail ❑ Manufacturing DESCRIPTION OF PROJECT:. ❑ Multiple - Family Dwelling No. of Units: ❑ Commercial/Industrial City / State/Zip: Phone No.: City/State/Zip: ❑ Church ❑ Hospital ❑ Other: MAY 23'M TtttKWILA -- PUBLIC WORKS ❑ School /College /University ❑ Other: MISCELLANEOUS :< INFORMATION ... - ❑ New Building Square Footage: ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ I HEREBY CERTIFY TH • I; HA E READ THIS APPLICATION..AND: KNOW ;THE SAME. :TO BE >TRUE AND CORRECT,: Applicant /Authorized A.-n i•n. . Contact Person .rin .u: ply M Am/ 1n1 Print Name: )CA`1MoN0 Ill ^rim a Address: 72.05 1[04 S7. So. Ste- 100 Date: 5- '23i‘ Phone: 24,413(1- 4761, •r 4COm 9. WO 9 S'91/1/ Phone: 206-531.9746 Date Application Accepted: ✓ / 3i (96 Date Application Expires: /ip 396 04/22/92 FORMATIv��<; Name of Project: ESA - EXTENDED STAY AMERICA City of Tuh,✓ila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Appllw . 3n 1 Phone: (206) 433 -0179 UTILITY PERMIT APPLICATION Site Address: 15451 53RD AVENUE Property Owner: Street Address: Engineer: Street Address: Contractor: Street Address: ESA DEVELOPMENT 1611 116TH AVENUE NE WARNER ENGINEERING 5122 OLYMPIC DRIVE NW, SUITE B204 (TO BE SELECTED) Phone No.: City /State/ZIp: Phone No.: City /State/Zip: Phone No.: 206 - 453 -0265 BELLEVUE WA 98004 206 - 858 -8577 GIG HARBOR WA 98335 City /State/Zip: King Cty Assessor Acct #:1157204031 & 0041 Contractor's License #: RMITS<< >< ❑ Channelization/Striping /Signing I.. QUESTED >' ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: ! Sizes: ❑ Flood Zone Control ❑ Hauling ❑ Land Altering cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times: Date: ❑ Sanitary Side Sewer - No.: Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Private ❑ Public ❑ Water Meter/ Exempt:- No.: — Sizes: Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent - No • __Sizes. ❑ Water Meter / Temporary: - Estimated quantity* Schedule* ❑ Other: ATER> "MET FUND /BILLI Name: ESA DEVELOPMENT Street Address: 1611 116TH AVENUE NE ONTHL;Y?? <<<> Name: ESA DEVELOPMENT ERVICC : >;; :< :<;,: 1611 116TH AVENUE NE BILLINGS >TO... <..< Street Address: ewer AAetro ❑ Standby DESCRIPTION :OF PROJECT ;' ❑ Single - Family Residential KWater ❑ Multiple - Family Dwelling No. of Units: 96 ❑ CommerciaVIndustrial Phone No.: 206 - 453 -0265 City /State/Zip: BELLEVUE WA 98004 Phone No.: 206 - 453 -0265 City/State/Zip: BELLEUVE WA 98004 ® Hotel ❑ Motel ❑ Off ice ❑ Retail ❑ Duplex ❑ Apartments ❑ Other: ❑ Triplex ❑ Condominiums ❑ Warehouse ❑ Church ❑ School/College /University ❑ Manufacturing ❑ Hospital ❑ Other: MISCELLAN lNFORMAT!. al New Building Square Footage: 30,888 S.F. King County Assessor's valuation of existing structures: $ ❑ Remodel/ Square footage of original building space: Addition Square footage of additional building space: Valuation of work to be done: $2,800,000.00 I HEREBYCERTIFY THt7l1 VE READ TH(S APPLICATION : KNOW. THE' SAME . rE.4ND CORRECT Applicant /Authorized I i, , `� 1�Contact Agent Signature: 1'�V Person (print name): ROYCE A. BERG, A. I . A. Print Name: ROYCE A. BERG, A. I A. Address: 1201 4TH AVE S, STE 102 SEATTLE WA 98131 Date: 3/21/96 Phone: .16- 583 -8030 Phone: 206 -583 -8030 Date Application Accepted: .5,.a^ _ 01 () Date Application Expires: ci _Qa _. q ( n 04/22/92 MAGNUM ENTERPRISES, INC. INVOICE NO :R52196 • 2TUKWI001 INVOICE DATE DESCRIPTION 21 -MAY -1996 1794 PROPERTY DAMAGE LIABILITY RETAINER TOTALS GROSS AMOUNT DISCOUNT 2000_00 2000.00 .00 059412 NET AMOUNT 2000..00 MAGNUM ENTERPRISES, INC. 2515 WEST WOODLAND DRIVE • (714) 828 -1191 ANAHEIM, CA 92801 CONTRACTORS LIC. #436517 Two Thousand Dollars and 00 Cents PAY TO THE ORDER OF CITY OF TUKWILA 6300 S .. CENTRAL SUITE 100 TUKWILA., CA 98188 90.3414 / 1222 TUKWIOO1 RECEIVED MAY 2 41996 TUKWILA PUBLIC WORKS CHINO VALLEY BANK 2650 E. 6 059412 CA CA 92 92627 1 BREA, PAY THIS AMOUNT 5 * * * * ** *$2,000.00 MAY -23 -1996 0 55 FROM MAGNUM ENTERPRISES, INC. TO WASHNGTN OFFICE ....� 8 rr. a v./v < a 1 . a J 1 17JL41JC RU I r1L.0 liNMUPCHN' `Jt1< P.02 PAGE 01 :•fi•Ky:<.<.:. :WVs••^x . 1 1 • 5n •5- � •..:.4..vlaA9 :. :. p V,a y� ••• . a- '�rnM] ' .•. :M " • }: et'': • !4,4' N • )' f � :: ::P n {w l; ;; ilpf X•I 4: saip R �dai 4 . � .'. .av:,ea.a.e«,.ow•.•.0 . w f:.r:.:.i`•n:sd.:i . h . ]sv:n;::f 'y . . I,i : •,..A� .�% >' ' .. :•1 : .e:.7� a ,: :. . •: . ?: .e. ., w �<K •. Y}S:•• . : Te'. 1 YL.t.�y,L: • s ¢ ' fx s' . • •roducar M/NLIS •, gQ(: 1 r: 1 ,• ' 1f:. El • I. •r �s�, Rothco Insurance Service Inc THIS -, - FI. 1E .. 1 Welk Ma an ALTER THE • ►, �];,- ,j, ,0,3 1 ., It :.1. ,, ,. 1736 W. La Pal*. Avenue t CAA2801 0;, 3!;r�/!4as :,►)1, K!s.4•:: r�� An1hsi 10 company Pacific Insurance Co., LTD. Insured 4153502 -DJM Magnum Ent.�pri ea, Inc. CO"'PI "y U. s. Capital Insurance Company B ?5l, W. Woodl Drive A00 120i41, CA TI104 Company C baflY Re ublic Indemnity Insurance Co. . '. 2•:::':t,'y�� iv .' •�r � � t1•ir:n: :: �: rA rilv;:.: 'f..4..: L � :. :r :!�L p t ..:} <..>• `>:•M+.:: .• ♦ n:.`. .:.. .. •: ,'!v yet -]ryy $�, : ":If. x�4.•.: / �• srta.: ves.: . ..r.::::.,.r,.;. r <►.. �' .. , ...el'�,< ./ s; � �� . :' � �' • "a�rl< r . wt,�•� .Rri r.: ':.al .ui•w,1..!r. :,..A: AL. %.: ^.I. 14.•0. :a..e.., t» `;:1•...: s:i :i:il,•�•.,:�.. �;'" v I;.c' '�a ,....0...ii :....i „'•. }:ify<:.: .;C• > e.�:1gx' ;: M.'.. �: \. >.p IC <tVsNi,:f ,'9'. R.J',: k�; S'•'r <. �`i �': ; °.; i.:.aJ.• ..'Y.s..:t IR, !] �, ? . °� "' 1:N .'��'f��:.•... .,r •R1, ! ;:: :•i:': �RY'•W11: �).: • y.11..1 E " .3 . �:` ':.a a%.<os.,• ''�a.•.w �µ���1��!i� .x"� :i < .� s>V.•d;nE �`��l•; ::: �i�� is :: •`.;....: � :•' raji� '�•, vy r•1. i�: <v. �s. •�..�a..sv,:.; :•i .: �., '11S TT4 f/4.11 IS f taffy i PO Of INSl1RANt,E LItt ED- ELS4 ►+AVE BE _N lItO t SHE I UI� D NAMrr ABOVE T6R SOLI INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS ANIZCONDIT •... OF SIX i POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO lyre OF MINCE PLAN( FOLIC/ RIMIER EFFECTIVE DATE POLL► E<PION LIMB A 11Comnercial General Liab MR Claims Mad* ;Occur •• 's 1 Cont Protective "i �{ ► ► ► III ., M. - ZI0003976 H 2/01/96 02/01 /97 1:01 I tro'*Y•.'I*'I`E ►T ►T►14H•Ts1 u EijK•T•T►1E►T•T,1 E ►1 *eh Occurrence 'MiligaTiligiral u. .. - ire I *..La:TiiLilf ►1 B 1 .-.. L ; Any Auto ■ A11 Owned Autos III Sahadu1ed Autos '7 Hired Autos 17 Non -Owned Autos I• 021777 + 2/07/96 02/01 /97 ColsbiA*d Single Limit R ► < < • y ury (p*,- person) IIIIE • • y ur (par mei• t) Property Canape P1'7"- f ■ • Auto • 1 - Ea - idant Other an Auto e ' - • .► E B� II E 1.11'HM►T►T►1R►T,T►1 F 7 ► ► ► ►n A ,:.i. ri. - "Umbrella Form Other Than Umbrella Form 30001752 ► 2/01/96 O2/01/97F•41 •' -= AONIIMMEMOMM D '' gLiftma , 3518235 2/01/96 02/01 /97 s; Tt• EE C—• 11 • E-. 131 F ► i7 ah*pP r etor bF1. oars are: 71x1 oars Oro: ■E:cl l ► •i• PTI 3• ► ► ITI1f E Dis- • a o i .TI!TI'WIT'I'I . 1'. DE' ►' PIK* O}rOPi ic1wLce A , < • el tirgAg nt. nes RE: JOB # 1794 - EXTENDED STAY AMERICA #806 - 15451 53RD AVENUE SOUTH, TUKWILA WA Certificate holder and City of Tukwila named Additional Ineured, per at- tached endorsements, but only as respects liability operations per ormed by named insured. .. .].+;x{?w .aw,<w4.40 �'ar r4t,,, iA 1.. • , ••x..:a.m:..s;:x r„ ;.h:•a... - r: {'h< r•i ]::..,. ,: ,:. . ;.,, .,,,•,• • .. a, . r SI` 4'. ; : •s a, . P%' ...i.. .:rs::s:;•;. :.x. r L......a, r.< i� . a." "-....,, , ] . t .::;,.: : ::.:;;.4•4:•,,...,: .:1t1:•r]n /yam. - 0 .. N.r:.,:: ..:...4 E� }. .: ✓<�:r', vi.,....,: aR..t. :. ` •.] : ilp`a.: >:r:..,rnZ:x!t.,v.�..:.. � r :.v.,:..;:•.,:;:: >::.<.;::.:,:. . a• . �:•. .• ....<wv:i;:' <s ,,0 :•aw]44':nC•.:t. r.l.t]i�].r. \r::..:: •t. t:.• %A wt,: �. r. l' s4.: r.: 1. r: 7Ar.•:. a:. a: o:.. ll. r:.•, 1w.: M. i.:. {..:n< ::.:::......:i.': :•K �'sY:�'' < :. .. :' '. :. %. At1f:1:�W.e... w. r/�4�'.rs: ��::, : : •ll •1•.1.lt�w :A•I r :r:,!:%:aIN!ir:.I:V. . • .:.. .. .... ..::. l.:..f:... /' iV.lar<.9wf,•A••]<... �..1 <a.w! . . • R • Extended Stay America Management, Inc. , 1161 -116th Avenue Northeast Bellevue, WA 98004 -3024 SHOULD ANY OF THE AICPVE DESCRIBED POLICIES BE CAICELLED BERME THE EXPIRATION DATE MIN, THE ISSUING COMPANY WILL OCEANS TO MAIL DAYS MUTTS NOTICE 10 TIE CERTIFICATE HOLDER W 4EO 10 TIE r FAILURE 10 NAIL SUCH MOTICE SOLI IMPOSE NO OBLIGATION OR LIABILITY OF AWAY KILO UPON 111E CO PINY, ITS ACPIS ON NEPgE- Authoriz RepT•esentativa 0.,.....4 d/9"1 e.Z.I. ..,. ,,.; . • a •� - lAV:i:F: . ... :a.., ......,,,fie. • t,;0. ta,. :. :... ��y,,� '!iq!1:k. ".��.a•A':. . li:i:,�." •ii lit'ayil:t , �.: 1. tx' �, ri1'w: •1 �: • i':.� :i!:�:I.'iN•; i...!::t,l ;', 2:.,.. • •w:. ., L r�•{ - . :iii., .Ltt`t..: ..:u�]a5 <•r'V.:.nsr'1;•:: : .; .n tI; .• :.a:•[,r..:VOe:3.Y: }.r:r. �i �: N! wa:i.,e .. �.11, 5. D. :. n. .. r . , ].... ,n »�: t � N«.. oi♦..1.y1.!:: !..,':i: ..:w e v . ;.4:..„ I�YTE` 4avdrxd: j, 3zrrt :sc+,r.,ww.anu,e..�..�+ —..�. • .. MAY -23 -1996 08:56 FROM MAGNUM ENTERPRISES► INC. TO WASHNGTN OFFICE P.03 05/22/1996 .17:19 7145203 ROTHCO INSURAN SER PAGE 02 This endorsement modifies insurance provided under the following: COMQRCYAL GIN UAL LIABILITY COMA= PANT PRODUCTS /CONPLZT!D OPERATIONS LIABILITY COVSRACP PART ADDITIONAL IIISURUD$ - BY OONTmACT, AgRIRNSIfiT OR PUR11IT The following paragraph is added to SCO2-1091, Special Broad Form Commercial General Liability Endorsement. 1. Additional Insured - By Contract, Agreement or Permit: C. Coverage is provided by this policy tO Additional Insured(s) shill be primary insurance and any other insurance maintained by the Additional insureds) shall be excess and non - contributory, but only as respects any claim or liability determined to be the result of the sole negligence or responsibility of the NIM4 :.Insured (a) . • This endorsement is effective 5 -22-96 for attachment to Policy No. ZI0003976 issued by PACIFIC INSURANCE COMPANY, LINITZD. to:1GNUIt $NTERPRISSS, INC. SCOS -0893 l MAY -23 -1996 08:57 FROM MAGNUM ENTERPRISES, INC. TO WASHNGTN OFFICE P.04 !77/ YL/ 1'yyb .1 l : i' ri45YbJEv ROTHCO INSURANC 3ER PAGE 03 insurance to the total applicable limits of insur- ance of all insurers. • 5. Premium Audit. a. We will compute all premiums for this Coverage Part In accordance with our rules and rates. b. Premium shown in this Coverage Part as ad- vance premium is deposit premium only. At the close of each audit period we will compute the earned premium for that period. Audit premiums are due and payable on notice to the first Named Insured. If the sum of the advance and audit premiums paid for the policy period is greater than the earned premium, we will return the ex- cess to the first Named insured, c. The first Named Insured must keep records of the information we need for premium compute- . tion, and send us copies at such times as we may request. 6. Representations. By accepting this policy, you agree; • a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representa- tions you made to us; and We have issued this`pollcy in reliance upon your representation c. . Separa nsursds. Except with respect to the Limits of insurance, and any rights or duties specifically assigned in this Cov erage Part to the first Named Insured, this insurance applies: a. As If each Named Insured were the only Named insured; and b. Separately to each insured against whom claim is made or "suit" is brought. 8. Tran , s • , ors To Us. If the insured has rights to recover all or part of any payment we have Made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to impair them. Atour request, the insured will bring "suit" or transfer those rights to us and help us enforce them. • ' 9. When We Do Not Runs*. If we decide not to renew this Coverage Part, we will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonrenewsi not less than 30 days befors. the expiration date. if notice is mailed, proof of mailing will be sufficient proof of notice. ' ' SECTION V— DER$NITIONS 1. "Advertising Injury" means injury arising out of one or more of the following offenses: a. Oral or written publication of material that slanders or libels a person or organization or res. parages a • person's or organization's goods, products or services; b. Oral or written publication of material that vio- lates a person's right of privacy; c, Misappropriation of advertising ideas or style of doing business; or d. infringement of copyright. title or slogan. 2. "Auto" means a land motor vehicle, trailer or semi- trailer designed for travel on public roads, including any attached machinery or equipment. But "auto" does not Include "mobile equipment ". 3. "Bodily injury" means bodily Injury, sickness or dis- ease sustained by a person, including death result - ing.from any of these at any time. 4: "Coverage territory" means: a. The United States of America (including its ter- ritories and possessions), Puerto Rico and Canada;. b. International waters or airspace, provided the In- jury or damage does not occur in the course of travel or transportation to or from any place not Included in a. above; or c. All parts of the world If: (1) The injury or damage arises out of: • (a) Goods or products made or sold by you in the territory described in a. above; or (b) The activities of a person whose home Is In the territory described in s. above, but Is away for a short time on your busi- ness; and (2) The insured's responsibility to pay damages is determined In a "suit" on the merits, in the territory described in a. above or in a set- tlement we agree to. 5. "Employee" includes a "leased worker ", "Employee" does not include a "temporary worker ". 6. "Executive officer" means a person holding any of the officer positions created by your charter, consti- tution, by -laws or any other similar governing document. 7. "Impaired property" means tangible property, other than "your product" or "your work ", that cannot be used or is less useful because: a. It incorporates "your product" or "your work" that is known or thought to be defective, deficient, Inadequate or dangerous; or b. You have failed to fulfill the terms of a contract or agreement; if such property can be restored to use by; a. The repair, replacement. adjustment or removal of "your product" or "your work "; or b. Your fulfilling the terms of the contract or agreement. 8. "Insured contract" means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for dam- age by fire to premises while rented to you or tem- porarily occupied by you with permission of the owner is not an "Insured contract "; b. A sidetrack agreement; 1 TOTAL P.04 MAY -23 -1996 08:53 FROM MAGNUM ENTERPRISES, INC. TO WASHNGTN OFFICE 05/22/1996 17:19 7145203r ROTHCO INSURA' SER P.01 PAGE 04 . ' .. W s+4 Yr ';:11,4•40., .pia Ir,nMa . \. :. � -.y.�� .:f: •.fa:,.w:f.> r�'ll :.nk: ;k:ay.r•w vw*^. ' '. Ii; ;.,!, ^ .n•>:>;.�:r:;., .::1: 1 R:r {:. : a1J!.: �.tf•, ,..:v:,>q•l. .w.w \`ly::•: <. �.: ■ d :.:11 ��. V.V. •.{ •Y}'p.rt'. 1•� . Y wR�. k:J rp {.: < _. ., . .: ...,,,}• R�� € unlJ 11'..VwA.vV r•:` + 1. Y I^i . • Z Yi;J i 1 f >:.... : I:..:..:••M r' �:,� ^w .� ' .::1:: Y•i:,!.,...M•..t' /: •M•o:4 .,,Y, .6?4�K: i> w i f'. >t•t : t: :gT�:t�l;�'MC M'n1``MI.M•kL` /. .. . a i/• :. km A`'!!lE.r`i 'a:iQ' .vj•a.:•a...:: �:r" it..' $t .' :: j 4" :. +lam 'Y.: Ah:Y... q:A'w .:',!: ;.'1,:i5N . RC: w {:' •:•I:.,. .:I:.,i,:Yi:n,i.t !..•..,r T.,:A:y)- :guts, • 1 .,4 +.I'//��ta:yl...l:.r..1\. •..:... alb r.l .,..,:l>\•it yl.vJ "1:1 : >V ::�JJ:n ,(� 1MY.•il ,I '. 't•I:V..!I.I:n:.1. .v.Wl'ilt `,�-.` n•, y . %.. ., ^.... r,. •. ..�.: :::). • w 11! ..1 A'•.......:.:. .F.1 •. ,:.T:y1>..♦:.„1+ >,^,. >d ..!i..�•.•n:,1.• O.l'.•.•i�.i:l.' •.�nZ f... r..41...,r.!M+':wv1�...•. r.:..,a L. :::i;.�v.. . V:: �.I.IMv;�,:1n.If \A.�M•ka- 21::Ij �::1:::1�11�11V1,Fr.'•:!.'• • roducar • Rothco Insurance Service Inc 1736 W. La Palma Avenue Anaheim CA 92801 (714) 5�0 -4102 THIS • . w;i." T Y , A MATTER OF 1 THIS Me COMM 10 TC-- URN Of ERRRFId1E IMO � LOW. D OR ALTER 1►E DOUt AFFORDED BY THE POLICIES BELOW. �Ies u : ;M1a•.y 14ai ;,M�i∎:etsa.+4;�;,�r A+ny Royal Insurance Company Insured 4153507 -DJM Magnum Enterpri es, Inc. 2515 W. Wood en Drive 1 Anaheim, Ca 9280 Company B any C Company ' f yHii..� • T A. V'' 1:::::,•n,:;�w i {l oww.rm+ .:3::.1:•!�It:•Y! . .... ,. 4I1. J {tIY.:1:� ^M'y i:l.R:R..1.1/:• ��li :� R?f: �: 9.1'•W^ .' ,'. i'f+rw;4'1,yS :.1<'A4 ,y •n N'.�i iw•.y :� ,.,,; ":,' :• <.. , •MM> <: :N''''ri 'n:•41 •M1^ i.(. J>!:� Y,::✓.. q' '•.!. ii :I. :::N ^In,:Y I� �, /. •�:ie�:t,.a;t...f:k.1..�•.;.W r,.,•;.::1!1:;;:'��i"`1 r. ...1R .,./ .{:4S .4 .1tuM Y >A:�' IH!h... +h::.: T,.:.,Y:il /. ..., xi^r! .R!!: • i • .< �,i1:;�..'•' C'1:1' k'k.uh•7e::- .,;��. ..: %: ^;: N.'' :r :,; i.:.V••i:Jw ^.o •i'.:• ^,3.49!/^ t lt. . f.J.•1. 1. t ..:pa•1:M•i •' at >�w. .n.•itti•sx,.' nva .K•.:•jj: ., � ):,.. . .,. yA <,.2�E,.. ^ :yew., ;dl;!:I:t. 1HI5 IS • CERTIFY HA • '• INDICATED. NOTWITHSTANDING ANY CERTIFICATE MAY BE ISSUED OR MAY TERMS, EXCLUSIONS AND C NDiT '..: • .1I L 0 L' HAY • N I ► • ' 'Ltil' 0 "• • A:1•• • - i REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REQ O BY PAID CLAIMS. CO - TYPE OF IMIRMIUa PDLICY NUMBER POLICY DATE POl.ic1( E1�IM17 1 DATE LIMITS LIMITS _ T LI LIT/ ■ Canvercial General 'Jab [. c=-r1a_ • �• E " ■ Cl aims Made [Occur I:'^*•*ITNi E • 'I & Cant Protective ■ _ •. . [_►, E Mad ExD(any one person • ►': LE LIABILITY ■Any Auto ■ A11 Owned Autos ■ Scheduled Autos • Hired Autos •Non -Owned Autos Combined Single Limit =' i y naury (per parson) T y njur per accident) Property Damage • - ' ■ E''1 i' iii' tV . /dent 11A1=01111/717Mea1111•74Mil Each - -I -ant .3_..158. E ■ , . ell E A a, :i...-: PHA201607 1 2/01/96 02/01/97 E I • • •Ten 1 • 4^,.• E // 1 h ' idant E ��•�� i ppar ll %fie tiva :Intl 141111417717"r- • ie Limit [_marr*T ____ i 1 .' • ' • o•-•—• 7 I • J iI i RE! JOB # 1794 Certificate Hodder only as respects, f';7 • 1 .Tb, • _N 1 ]' - EXTENDED STAY AMERICA #806 - 15451 53RD AVENUE SOUTH, TUKWILA WA. end City of Tukwila named Additional Insured, but liability operations performed by name insured. ... •, .. o < • .IV•: '!`. _ .. v :.G'' .�,I'�Q j�� .r A >. ^ .. .. V�... •.fp 10-.. ;,.;0 .\ a... • � , • .w,n,.t.i �;J:•k:,:r �.i�tl•+wx.xa:.r 4+: .•A »v 4ol a., >.¢n.4.: «n.J• •..va :, a;: a +:• - .. r. r,. evJr• .,•:Ih't:.:.:y.:.;'.vlu.;:.;ct ,•! :..;..:1.� gip:: -." ,i:,i,da`a.:r::::on•µ4•..: •,iv :e..L•:.'LN.•c••> ..:w:.,;• ;•,�� µy. I::: �i: �':. is, ri•• rr� :::�C: }r.;r,l ':,'n y ... »v �.y.: n:t ,.,: ;.4n.� ..: > 1 •u::Y•'.r{•'� � v ww.o(liaei� +wf.....; .E :. ..... .... -..:.. .,.: .n.e,. .. • ro-mvma•^, v., �i,.,;. t` r��Y• n., �ti. �, �:`.• :iii•!`r.,r�r•.:.:,.!.i,r..:v:: 4. ::i::i: .t;i:,yr>>•6.:: �;...t ^�:v'...e: »!, >e:.:..::.e:; �? •:.a •. �•i:�;; n 4 b ' ;.. ;' ;. i• <bi:.(S +i*w•::.. s.: a,.; o- {.•;ar..•...arv:« SOLID ANY OF ME NOE DFSCRI■O AXIOM BE CNCEUED BEFORE THE D IMnON oaf THEm Tie ISSUm'• carom HILL MAYOR TO ,MIL -DAYS *MEN JT1( TO THE CERTIFICATE FOLDER WED TO TIE Extended Stay America LEFT. BUT FAILURE 10 MAIL SUQI NDTICE SHALL IMPOSE ND OBLIGATION Management, Inc. OR LIABILITY OF ANY KIND UPON THE COMPANY. ITS AGENTS OR REPRE- 1161 -116th Avenue Northeast , ATIVES- Bellevue, WA 98004 -3024 Authorized R sentative o— L '7 _ •., . , :i ll • . rh . t rE.V:17-7 -,,, r \•j•L k. t..l. .4 :.,:,w: :>Yw:liit,,Nwll, j:..'I ti: 1:::1.<,: ::; •l.!!!..t 1.M(!. .1. .IJ�,I>Kw..:.A.:. :' yr', • .• �p"..1 « T Fk! :54...r. is p :.J 41 , a.:. 3!1Si:: i i ; ..� •,> v), l ,:4K. .�;�,pp:R , :� fJU. 4 c :: k1u.• Y M �+L 2 ; ... .:..:: r: o li :a ..... ... . .v...: +t, n:v.,J,w.w.d u•.e.1,te: weM,'.<.f.:': ,� �� M :•'l:l f: ,. V: k,±!: «I•,: >w+l. i:. C.;'i::::. :;.AI »...r,...zr! : : :( • :1:✓. T:'IV" Y. >t. :..:'.:3 w.l.!•:n.; <" �.% H "i.• R:.' :1.t_. .f':tur4,i:�vi:i•,!lSwJA.>fC ti +>': V+ >!'V•° • MAGNUM ENTERPRISES, INC. INVOICE NO INVOICE DATE :R52196 DESCRIPTION 21 -MAY -1996 1794 PROPERTY DAMAGE LIABILITY RETAINER 059412 GROSS AMOUNT DISCOUNT • NET AMOUNT 2000_00 .00 2000.00 TUKWI001 TOTALS 2000.00 .00 2000..00 MAGNUM ENTERPRISES, INC. 2515 WEST WOODLAND DRIVE • (714) 828 -1191 ANAHEIM, CA 92801 CONTRACTORS LIC. #436517 Two Thousand Dollars and 00 Cents PAY TO THE ORDER OF CITY OF TUKWILA 6300 S..CENTRAL SUITE 100 TUKWILA., CA 98188 90 -3414 / 1222 TU I<W 1001 RECEIVED - MAY 2 41996 TUKWILA PUBLIC WORKS CHINO VALLEY BANK 2650 E. IMPERIAL 1 059412 BREA. CAA 9292621 PAY THIS AMOUNT $ * ** * ** *$2,000.00 AN It S NEFIOR►A( ?'• IAN Ar s yy 22ND AY 6 �^ AY S ^11 AV • - 5 97X S 41 S AY m 1 p N v -1 S I4IH/tS -- -••gym ISM AY "1.mA ` r� . I I a . I 2 S _ Dill AV S lI1 8tk AV 5 P1 S .M1A AV S 101 ti tol 111 _ 52111 2131N3ON1flOS l:}:r :f �xW�WliA, Vez Wr,"*: rass .._ —_' z0d 810 Washington hats Department of Transportation !1d Mention Secretary o1 Transportation May 3, 1996 Mr. Dan Sterns Construction Manager Extended Stay America 1611 - 116th Avenue NE Bellevue, WA 98004 -3024 Northwest heron 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 88133.9710 (20e) 4404000 SR 518 CS 1758 South 178th St; to South 126th St. Highland Partnership PERMIT 16630 Dear Mr. Sterns: Enclosed is a fully executed• copy of the referenced permit. and a copy of your Hartford Fire Insurance Company Bond No. SUN403827 for your records. It will be necessary to hold a preconstruction meeting prior to beginning construction.. Please call Mr. Gary Ward, (206) 872 -6470 (Kent) to arrange a preconstruction conference prior to "on -site" construction. All subsequent approvals, changes, etc., shall be submitted to the above referenced contact. This permit allows only the construction, maintenance and use of a trail under the new bridge. It does not approve any excavation or bridge construction. Please contact Donna Harris -Melby at 440 -4432 '� . dditional information is needed. DMiiM Enclosure • cc: Transaid Si CHARD L. ANDERSON Region Utilities/Railroad Engineer ON I 2133N I ON3 83N21k1M 6/.50 8 S 8 9O E I t 0: 9 t 96 r GE 'rWk1 A � Washington State �I/ Department of Transportation Permit No. 16630 Name and Address of Applicant: Highland Partnership c/o SOA 6414 - 204th St. SW, Suite 200 Lynnwood, WA 98036 General Permit CS 1758 SR 518 Region Northwest The Applicant, hereinafter referred to as the 'Grantee, having applied for a permit to construct a rcgrade area on a portion of State Route No. 518 In King County, Washington, the Washington State Department of Transportation or its designee, herein after referred to as the `Department," hereby orders that this permit be granted, subject to the terms and provisions stated upon the General Provisions hereof and Exhibits attached hereto and by this reference made a part hereof: 'Exhibit "A' - Specie! "Provisions for Highway Encroachments, Page(s)' • • 1 -3 EXEIIBTT'B ". Right of way map cntiticd, "SR 5, South 178th St. to South 126th St., page 1. EXHIBIT "C ". Plan details, page 1. Located north of the centerline of SR 518 at approximate Milepost 3.51 located in the NW 1/4 ofth a SW 1/4 of Section 23, Township 23 North, Range 4 East W.M. This permit shall be void unless the work herein contemplated shall have been completed before August 31,_ 1996 This permit is accepted and approved by the Grantee subject. to the terms and provisions as herein set forth. GRANTEE /24-44 Title: 6' `c.Q va 5 ;CePPL By: Date: DoT Fam nam+ iii. Cod"eto DN I 833N I JN3 el3N2i \M Title: REGION UTIL./RAJLROAD ENGINEER Date: $ CIO 6/58 858 9 0i; t 1 0 : 9 1 96 , Se '1,HW General Provisions 1. The Grantee, Rs successors and assigns, agrees to protect the State of WnhIngtop, Its officers and employees end save them hornless from all claims, actions or damages of every kind and description welch may *acme to or be suffered by any person, persons,•* property by reason of the acts or omission of the Grantee, Rs assigns, agents,'oontrectors, licensees, employees or any person whomsoever, in connection WKft Grantee's, Its assigns', agents', contractors', licensees' or employees' eenstruetlon, Installation, maintenance, operation, use or occupancy of the right of way or In the exercise of this permit. In case any suit or action 1* brought against the State of Washington, R* ornery and employees, arising out of or by reason of any of the above csusea. the Grantee, Rs successors or assigns rNN, upon notice of such action, defend the same M its sofa cost and =penes and satisfy any Judgment against the State of Washington, Rs officers, or employees: PROVIDED. that If the claims or damages are caused by or resuR from the concurrent negligence of (a) the State of Washington's agents or employees and (b) the GraMse or Grantee's agents or employees, this indemnity provision stall be valid and enforceable only to the extent of the neglgence of IM Grantee or the Grantee's agents Cr employees. Th. Grantee, and on behalf of Is assigns, agents, licensees, contractor* and employees agrees to waive any claims for losses, expenses, damages or lost revenues Incurred by K or Ka agents, contractors, (k ensees, employees or customers in connection with Grantee's, Ks assigns', agents', contractors', Seamless' or employees conettucuon, Installation, maintenance, operadon, use or occupancy of the 11gM of way or In the exercise of this permit against the State of Washington, Rs agents or employees except the reasonable coats of repair to property resulting from the negligent In)ury or damage to Grantee's property by the State of Washington, Rs *gents, contractors or employees. 2. During the progress of the Work, such barriers shall be erected and maintained as may be necessary or as may be directed for the prefer-lion of the traveling public; the barriers shall be properly lighted et night. 3. Except as herein authorized, no excavation shall be made or obstacle placed within the limits of the Slate highway in such a manner as to Interfere with the travel over said road. 4. if the work done under this permit interferes in any way vdth the drainage of the State hlghvrey, the Grantee shall wholly and at its own experts make such provision as the Department may direct to take are of said drainage. 5. On completion of said wont harsh contemplated, all rubbish and debris shall be Immediately removed and the roadway and roadside shall be left neat and presentable end satisfactory to the Department. ti. All of the work herein contemplated shall be done under the supervision and to the satisfaction of the Department, and the entire expense of said supervision shall be borne by the party or parties to whom this permit Is Issued, 7. The Department hereby reserves the right to order Inc change of location or the removal of any structure or structures authorized by this permit at any time, said change or removal to be made at.the sole expense of the party or panes to whom this permit Is Issued, Of their successors and assigns. 8. Ail such changes, reconstruction, Of relocation by the Grantee shall be done in such manner as will cause the lent Interference with any of the Department's wore, and the Department shall In no wise be held Noble for any damage to the Grantee by reason of any such work by the Department, its agents or representatives, or by the exercle* 01 any right) by the Deperbnsnt upon roads, streets, public' pieces, or structures to question. 9.. This permit or privilege :hell not be deemed or h.ld to be an exclusive ens and shalt not prohibit the Department from granting other permits of franchise rights of like or other nature to other public or prate companies or individuals, nor shall It prevent the Department from using any of its roads, streets, or public places, or affect Ile right to full supeMsion and control over all or any port of them, none of which le hereby surrendered. 10. TM Department may revoke, amend, or cancel this permit or any of the provisions thereof at any time by giving written notice to the Grantee. The Grantee shall Immediately remove all lactation from the right of way. Any fecilKise remaining upon the right of way 30 days after written notice of cancellation shall be removed by the Department at the expense of the Orontes. 11. The party or pantos to whom this permit Is Issued shall maintain at its or thelr sole expense the structure or object for which this permit is granted In a condition satisfactory to the Department, 12. Any breech of any of the conditions and requt•ments herein made, or failure on the part of the Grantee or this permit to proceed . with due diligence and In good faith after its acceptance, with construction work hereunder, shall subject this permit to cancellation Of herein prodded. 13. This permit h eubJect to all applicable provisions of Chapter 47.32 RCW and/or Chapter 47.44 RCW and amendments thereto. 14. The Grantee hereby certifies that the facilities described In thte permit ars In compliance with the Control Zone Guidelines. DOT 'con 224.004 EF 00d 010 DNI833NIJN3 83NNWM 6L58 958 90a t 10:91 96,Ga 'AWW 1 • WiaWashington State Department of Transportation Permit No. 16630 Applicable provisions 'are denoted by (® Special Provisions for Highway Encroachments • 1. No work provided for herein shall be performed until the Grantee Is authorized by the following Department representative: Northwest Region, Utilities Engineer 15700 Dayton Avenue North, MS -113 F. 0. Box 330310 Seattle, WA 98133 -9710 For preconatruction conference call: Gary Ward, Kent (206) 8724470 • 2. Prlor to the beginning of construction, a preconalructlon conference shall be held et which the Department and the Grantee end Grantee's engineer, contractor, and inspector shall be present; ® 3. Should the Grantee choose to perform the work outlined herein with other than Its own forces, a representative of the Grantee shall be present et all times unless otherwise agreed to by the Department representative. All contact between the Department end the Grantee's contractor shall be through the representative of tM Grantee. Where the Grantee chooses to perform the work with Its own forces, k may elect to appoint one of its own employees • engaged in the construction as Ns representative. Failure to comply with this provision shall be grounds for restricting any further work by the Grantee within the Stale right of way until said requirement is mat. The Grantee, at Its own expense, shall adequately police end supervise all work on the above described protect by Itself, Its contractor, subcontractor, agent, and others, so as not to endanger or injure any person or property. • ® 4. A copy of the permit must be on the Job site and protected from the elements at all times during any of the construction authorized by said permit. ® 5. This permit does not give the Grantee or any agent or contractor of the Grantee any rights to.cut, spray, retard, remove, destroy, damage, disfigure or In any way modify the physical condition of any vegetative matsdel•located on the highway right of way, except by written permission from the Department or for purposes as described by No. 6 If denoted below. All restoration shalt be done to the satisfaction of the Department at the sole expense of the Grantee. ❑ 6. If necessary to Increase sight distance, brush shall be removed from both aides of the access connection and stumpe shall be removed. The Indiscriminate cutting of merchantable timber or disfiguring of any feature of scenic value shall not be permitted. ❑ 7. *The access connection(s) shall be constructed in accordance with the attached Sufficient length 01 • -Inch diameter cuivert pipe shall be placed In ditch and laid to a true line and grade. The access conneetion(s) shall be surfaced to the limits as shown on the plan with a 8-Inch minimum compacted depth of gravel base material and a 3-Inch compacted depth of crashed surfacing top course. Asphalt paving will not be required. Finished grade of the access connection shall be In accordance with the profile control as shown on the attached plan, Directing of surface water from private property to Department right of way will not be permitted, unless otherwise approved by the Department. ❑ 8. The ocean connection(s) shall be constructed In accordance with the attached Sufficient length of •inch diameter culvert pipe shall be placed In ditch and lead to a bus line and grade. The access connection(s) shall be surfaced to the limits as shown on the plan with a 6-Inch minimum compacted depth of gravel base material a S.lnch minimum compacted depth of crushed surfacing top course and paved with a 3-inch minimum compacted depth of Asphaltic Concrete Class 13 unless otherwise specified by the Department. Any existing oil mat on shoulder or roadway shall be removed and new pavement laid to a butt Joint with existing pavement. Finished grade of new pavement had be In accordance with the profile control as shown on attached plan. Directing of surface water from . private property onto Department right of way will not be permitted, unless otherwise approved by the Deportment. ❑ 9. AN buildings and appurtenances shall be so located at a distance from the right of way tine of any date Highway that none of the right of way therefore lc required for use of the patrons or customers of any such establishment. Grantee shall comply with local building codes. Setback requirements for the Ioc4Uon of buildings In relation to tpe right of 'trey line are e Ilrnetion of Focal authorities, and they should be consulted regarding requirements that must be adhered to. DDT Forte 224.715 EF ele4 SOd 810 Page 1 Exhibit r "A" JNI2i33NI JN3 83•dVM 6L58 858 902 I BO : 9 t 96. PP. '1�w ❑ 10. The Grantee sense to schedule the work herein referred to and perform said wore In such s manner as not to delay the Department's contractor in the performance of his contract, ® 11. Work within the right of way shell be restricted to between the hours of 9.'00 s.ln• and 3:00 p.m , and no work shalt be allowed on the right of way Saturday, Sunday, or holidays, unless authorized by the Department. Any lane closures mint be submitted for approval In advance of use. The hours of Winkled closure may differ from the above noted hours. ® 12. The shoulders. where disturbed, shall be surfaced wtth crushed surfacing top course ' 4 - Inch minimum compacted depth, or as directed by the Department. The surface of the relished shoulder shall slope down from the edge of pavement at tM rats of 1R Inch per foot unless otherwise directed. The restored shoulder must not have any stripe or ssc6ons less than 2 feet wide. The restored shoulder shall be surfaced watt Class B asphalt or as directed. ❑ 13. The Gantee shell be responsible for constructing and maintaining the access connection(s) and appurtenances between the shoulder line of the highway and IM right of way One Incluetve of sufficing and drainage. The Department has the right to Inspect all Installations at the time of construction and st any time afterward and to require that necessary changes and repairs be made. Uneatisractory wont will be corrected by the Department, at Ms Grantee's expense. or access may be removed at the Grantee's expense. Directing of surface water from private property onto D epartment rtgM of way will not be permitted. ❑ 14. The sccess connection shall be sufficiently surfaced back an adequate distance from the edge of the pavement to prevent any tracldng of maferiat onto the highway. Any tactdng of mstsrtal onto the highway shell in subject to enforcement of Chapter 40.01.055 RCW and shall be immedlatety cleaned up by the Grantee or the Grantee's agent ❑ 15. Standard highway warning signs designated as 'Truck Crossing' sign, plats WI14, shall be placed and maintained at Grantee's expense on each ' side of the access connection. Signs shall be In evidence only when access is actually being used. If necessary, flagmen shell be provided. Sufficient parking space shall be provided by the Grantee outside Department right of way so no vehicles will be patted on Said tIgM of way. AN manholes, valve covers, and like appurtenances shall b constructed at such an elevation to conform to the shoulder skips from the edge of pavement Of as directed by the Department AN slopes, slope treatment, top soil, diches, pipes, etc., disturbed by this operation shall be restored to their original cross section and condition. Al hazards shall be marked by warning signs, barricades, and lights. If necessary, flagmen shall be employed for the purpose of protecting the traveling • public. Roadside operations shell be specified by the Department's representative. ® 18. During the construction end/or maintenance of this fealty, the Grantee shall oompy with the Manual on Uniform Trafflo Control Devices for Streets end Highways. Il dstermined necessary by the Department, the Grantee shall submit ■ signing and Iratflc control plan to the Department's representative for approval prior to construction or mslntenence operations. ❑ 10. Bond coverage required to ensure proper complancs with all tense and conditions of geld permit wilt be furnished by a Blanket Surety Bond held st Headquarters in Olympia.. IS 20. A surety bond In the amount of 3 1000.00 wrttten by • surety company authorized to do business in the Stets of Washington, shall be furnished to ensure compliance with any and all of the terms and conditions of We permit and shall remain In force until efl work under this permit has been completed end approved by the Department. ❑ 21. Relative to advertising adjacent to ail State highways, we wish to cell your attention to the Scenic Vistas Act of 1971, Chapter 47.42 ROW end State Transportation Commission ruling Chapter 46946 WAG. Violation of this section of the statutes will be sufficient pees for oanc.11etton of lisle permit. On- premise signs era allowed. ❑ 22. The Grantee shell notify the Department's representative upon completion of the work under this permit so that s final Inspection can be made. ❑ 23. No lane doeuree shall be allowed except as approved by the Department representative. Approyds may cauee revlelon of special provisions, Including hours of operation. ❑ 24, The rssponalbifily of the Grantee for proper performance, safe conduct, and adequate policing and supervision of the project shall not be lasaensc! or otherwise affected by Department approval of piano, specificstione, or work, or by the presence at the wort site of Department representsttvn, or by compliance by the Grantee with any requests or recommendation* made by such repreaentetivsa. ® 25, All material and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Rood, Bridge and Municipal Construction, current edition, and amendments thereto, Ind shall be subject to Inspection by the Department. DOT Fenn 224'713 ell SAM 90d 9 t0 Page 2 Exhibit "A" ONI2133NIJN3 83N8VM GLS2 GSB 90a t 00:91 9G,G 'AVW • . y . • 1 • . • : ; . . . •1;. • . •1�1� /• fir. x26. Construction of this ihcility will not be pern fitted from the through traffic roadways, shoulders or ramps of SR 518. All access during constriction shall be from outside the State right of way. x27:' The Grantee/Utility shall be required to maintain traffic at all times; no lanes or ramps shall be allowed closed. x28. The fence must be replaced with 6' .chain link fencing meeting WSDOT requirements. EXHIBIT "A" L0d 810 Page 3 PERMIT 16630 ONI2133NION3 213N21dM 6LS9 BS@ 902 i CO: 9Z 96, 62 ',WW f l ,v;(,y •"!.? bl!.. Q l' t 9 , ii , 7E P4"..w..+ yi�( LE1a_ tlim k Ars. ' I �'• ?i� V. L 1.1e, 1 r REGRADE AREA s :r Set Exhibit .c) L' r.• 1!• .1M of rl•.1 wnA 1:••1■••■ NI.••• r••,■ •..• 1:4 "dH Mi..•Inn 14i.,hla tlW Y•ir1 iv 1K :., ih1 Il -r 44. • I y,s. . Y- L:t:u,Nll.'1. t.1ab11.11a•11►, Ce•nn•.A.•4.4l..ilt, \•..p :0, 1'1:•V 119 tt.7 s '�! Nc.. 7 2• l!!�.h.•y yy_ r..�._._.I „ u •1i Ir I -�i,a• = 1uKwr�n�-ulut �rrnr•` :�. • I'I g 3.551 .--//4' :11:e ... *ra 1'71 -h it utUoIntuStIIMEWe I T, CITY V. •TUKWILA o I •r..1:• h ba•ft f 4 i•71•�1� =1 l9 �� , IJ n 3.JrI E 5. O. f - 1 1 11 II it I I I, 11 11 11 Jf1 /I 11 I II I 55b 7n1•frMt17 t•131� t,l �•�''� 11111 lJ 11 e,• 1•t 45 e • 1.111 It.,_ \c r ■ •il is, % _ }� .1, •1'• Irr 1.23 ��/•`� <I (' :. •.LLB'— PASS Noll • •a pet.111,a .i •ar44:1' 1l1• 1(044 wllhln 1414 rlihl At 11 112 p4..•,111.d t. M! v1i1: )T 1,1 14..111.a/ tb Iha CHIaI11..11• Cn.,a�./is,Var•n11 M awh 9pa•Lltl.d. B0d 810 _l''•!1V•.1' • /j• h ••11', ruff 6+4f. B,I :.Y! l._... 4., 140. AA �•,o�iL H1B1T "8” EPRIMARY=$TATW 'NIV Iiw,,Y.N0::1; SOUTH 171(H 31. 1V 5UUi1.1 12611.1 51. 4I..0 Coi nlr SIGHT of h bl.. L1J. •00 r. J1p. iJGO.11V (�1.4•u11. 11•14r; 96; ./.11./.0104 41411 r•n..•• tOr.111.Or • ■1r1I1111Y1 61 r�•r.11 PERMIT 3 41174.1.•. 1.(I•I.1ttl'I (cJx:►v`,r1a� Y .. r. •r. i•� 1• 1'a .4=41 = PAGE I .` • /,: ... 11..,1• / 1,111 1.., .II.u• __411 ' (• 7 .�..jj • �rWt j! ;!� / a �i`� 7 t;�aiiilV�l:utiaewn.�_ ijL+ kYAY.ihf� ✓�J ...•.0 J1.w !,1 Po 4.1. l !!! ?F�L11+y1aLaluH- ll.la.� 4L�� fi►r atl� 111141 1 I" T, I:: 1.11111 • ONI2133NI JN3 213N21HM 61. 8S8 90E 'i b0: 91 96, �e `Avw • .4 • 1 CORPORATION PROJECT. JOB NO. 515+ 5/A -aa.74-- GATE: 7- /I-9s" BY; 7 % . MEMO to: TELEPHONE CONVERSATION SITE VISIT MELTING NOTES with location: purpose: subject. present: 60d 810 44 EXHIBIT "C" PERMIT 16630 PAGE I .• / /9,y. free a . S't?.c - v, DNI2133NION3 213N21VM 6L58 858 90Z i 50:91 96, 6Z 'AVW ...,.,,.. * 4** •k* %*A *k **f* * *•s•kk*** /r*k*•k*4 A ** .A.** A** ,'r•1A *4**:!**k*k: }•+*lr•kAk * ** CITY OF FU1(WiLA. WA TRANSMIT * *r *:k•t **A* *• hk A****** A4*** 4/ r/ r* ***-kkf.**444.1 :*J, ***A.A. *4* ?A 4: '. * *** * * „• TRANSMIT Number: 96004207 Amount: 25,00 05/31/9G 11 :23 Payment Method: CHECK Notation: DANIEL STERNS Init: MEV Permit No: PW96--0121 Type: PW• -HAUL HAULING' Parcel No: 115720-0031 Site Address: 15.51 53 AV S Locution: 15451 53 AV S Total Fer• A: 2.025.00 This Payment 25.00 Total ALL Pmts: 2.025.00 Balance: .00 hv1 *4.*A *A*A* * *A** trek •k*.'* **•A **• *A•!rfi•****•k*A*A l*k*A4*4 */.A*A **AAk•* AA Account Code Descriatipn 000/345.830 PLAN CHECK - UT] :Lr rY 000/342.400 INSP FLE •- UTILITY Amount 10.00 15.00 4 4 * *:k:4•k* 4: **A** *Alr***** . * ** *:}:k•.4 *4k:A*% *A* *4*A* * *h .te*44- * k * *•4,':* 4 ;ITY OF 111KW1LA . WA TPt;P;cMIT k*4:** A****• kk k: 4****• A****/ rA•• A: r;**** st• k: k*** A. AA: k?(** *:k:r:k:1•dr•k**-k*A.::kd, ** : TRANSMIT Number: 9600420.6 Amount: '282.50 05/31 :36 11.:21. Payment Method: CHECK (Notation: DANIEL STERNS Init: MEV Hermit No: PW9G•-•012O Type: PW• -LA LAND ALTERING PERMIT Parcel 11o: 1t5720-0031 Site Adr►ress : 15451 53 AV S Location: 15451 53 AV S This Payment 203.50 Total Fecetl: Total ALL Pmts: Balance: 283.50 283,50 .00 irkis kr*irit•h•k* A * * * *•A*:4* A*A. .k****.41 *.41 *rt*i. * * * +l* . *.l * k *A•A * k +41 k* A A *A A* (account Cock 000/322.100 000/345.820 Description BUILDING -- NONRES PLAN CHECK •- NONRE6 Amount 30.50 45.00 if r)1” .. k• M.. 1lekAle•. 1•k:l••k•kA ;4 * *lc*le•k!c * * *•k •k •k *k*lt •klrklr:F *•kA 4* *0A'' AA *.F * * *leA4 * **1 *4A *•k* aITY OF TUK.WI:LA. WA TP(Nf;MIT 4A * *kA * * * * * * * *h * * *k * *A ** * * * *A• *.4 kAA *A *A'k *•4.4 *'A * **lc. *.4* * *•k *•k k•k*h* *A• 1•RAN;3M1T Number: 36004209 Amount: 25.00 05/31/36 11:24 Payment Method: CHICK Notation: DANIEL STERNS 'nit: MEV Permit No PW%-0128 Type: PW•-SD STORM DRAINAGE Parcel No: 115720 -•0031 Site Address: 15451 53 AV S Location: 15451 53 AV 5 /FROM 53 AV S TO PROPERLY LINE Total Fees: 25.00 this Payment 25.00 Total ALL Pmts: 25.00 541 once: .00 A* * *A* * *•k#•A * *kA *A* &*!.A'•k *#r I*A4,•At1 k..•t4 k.lc•k•k **' *A•k***•k **A*A *•l•# *O4.4 k** Account Code 000 /345 .830 Al2/342.400 Description PLAN CHECK. - UTILITY IP4SP FEE •- STORM DRAIN (amount 10.00 15.00 0087 06/03 9616 TOTAL 358.50 a kitkl.•k * **k:F** Ale.** ** k:4 lc**k Al eA.* le***A: F*• k* A.A**••A.4'1 ?r*,\h:4 * *•1*fkk*** Ffr ITY OF I'Uk:WILA, WA TRANSMIT k.:4 * *A *:k * * *A A• *A * *•A4 * * * **•A * *k **k* * A•4 **A••k•fie4*.4 ., *k*.4.**A **•1 **4h -4** 1•RANSMIT Number: 96004208 Amount: 25.00 05/31/96 11:23 Payment Method: CHECK Notation: DANIEL STERNS Initt MEV Permit No: PW9G°•01 2 ? Type: PW -WME WATER MAIN EXTENS LON Parcel No: 115720 -0031 Site Address: 15451 53 AV S Location: 15451. 53 AV fi Total Fees: 25.00 this Payment 25.00 Total ALL. Nita: 25.00 Balance: .00 A k• k*.k.A* A* 4,** A* k*** k*** M***• Al.*' k* k*******• k• A* *lc * **•k•k* * *•k * *d• *M * *•A *A *: Account Coda Description (amount 000/345.830 PLAN CHECK -- UTILITY 10.00 401/342.400 INSI' FLE FLH/LI/WME 15.00 **** k* k* e':*4** a-• 4* k. A**** k***** 44* k: 4*' * * * * *4 * *4 * *k *4• *kA ** *:4 ** **4 *k* CITY OF TUI(WILA, NA TRANSMIT * *4 * * *4 *k * * * * * * * * * * ** *dwLA *11.** *A *4 * * ** * * * *k *•4 *�.4 * *,k,41 i"11.).4 4 . *�n3 9600385/ Amount: 4,57.09 03/22/9b 33 CHECK Notation: ESA DEVELOPMENT Init: SLB TRANSMIT Number: Payment Method: Permit No: 896...0075 Type: L3-BLDG Parcel Na: 11.5720- -0031 Site Address: 15451 53 AV S BUILDING PERMIT Total Fees: 111868.41 This Payment 4,527.09 Total ALL Pmts.,: 4,527.09 Balance: 7,311.32 k*** 4*** 4 * *.k**.4,4 * *4k * * * ***Ak * **•k4• *A. i . * * * * *4.* * ** * ** *•41 * *$k **k:4*** Account Code Description Amount 00 0/345.830 PLAN CHECK RES 4,527.09 • 4 4* * * *1 *A * *4*•k4 CITY 01' 'rUKWILA,. *AA * * * *•k 1 k *•A.* k* A 'TRANSMIT. 4IT Number. Payment. Method Permit No I'.arcel No Site Addr•T•: • *A *k* *a k* *nrkRkAl:A.Liv•A q(4,- :101 k * *•k4**:4.., .. *:1 *4 '..: *4k : 9600'4191 Amount: CHECK Notation: h y NA PW96--11121 Tyne: F7 115720• -0031 0451 53 AV *D *O 4.=4r 4A, 7 * *•,4 k* f:* k* *a. * ** 2,000.00 AGNUM CN'i EN Fp t 11' -•HAUL HAULIN *4 *A *4 *,` A *;1 *•k :• TRANSMIT CT * * * *A * **4 *k *k4 05/24/9A 4 ' >1 S n i /4WE 0 123 t Total Fees: 1.000.00 T h i s Payment 2.000.00 Total ALL Pmts: 2,000.00 Ihilancr. .00 * 1'k4k ** *A *•A**4 4*'4 *A1 * *A*k•,1 ** ** *•A * *A *4 *k* *4411* 44*11,t•A *410: 4* *A* (account Code Description Amount 000 /306.908 BUILDING BGNp /LEC'OSIT 2.000.00 GENERA 4527.09 TOTAL 4527.09 CHECK 4527.09 CHANGE 0.00 3970A000 15:50 GENERA 2000.00 TOTAL 2000.00 CHECK 200.00 CHECK 1800.00 CHANGE 0.00 5728A000 14:50 4 * * * ** *k **k * * * * ** *:1 *kk:1 * *'Ak'h *. * * *** :k> • **A4kAA1%- *•k ** *fi * * *:4 *:1 TRANSMIT �e �t•4T'k •,l :k ;4 PO * k k •k •. , +4 •k �4 +k •k .1 •k ;. •�• k * •A ,4 k •+• k k k * .t CITY OF TUKWIL.A. WA •ks4i•kk *:14—Ak *,t *khk:4:1 —A* A—A • TRANSMIT Number: I9600504 Amount: 42.00 10/30/96 10:22 Payment Method: CHECK Notation: GREGORY LUNDEN Init: MEV Permit No: 696-0075 Type: 6 -BLDG BUILDING PERMIT Parcel No: 11.5720.0031 Site Address: 15451 53 AV S This Payment Total lees: :16.375.41 42.00 Total ALL Pmts: 16,375.41 6 a l once: .00 A ** *fi* * *A4 * ** * * * * ** *fi *fi * ** *fifilt A **** **#. 4 *et * *•A*A A * *• ** *i\ * * * * ** *.a * ** Account Code Description - Amount 000/322.100 BUILDING - RES 42.00 l n5pQC tlon 4417 10/30 9617 TOTAL 42.00 4'•k ** * * **A*h** *.A k******** k#*: 4* k**4.* *k* ***4*kkk * * * *:4h *k'k * * *** **** CITY OF TUKWILA, WA TRANSMIT * * k:4 k ** de* *** ** ** * * *:4 k:4 * * * * * * ** * k * k * k ** * k ** * * * * ** * * k *:k ** k h 4 * A ** * TRANSMIT Number: R9600511 Amount: 42.00 11/21/96 011:44 Payment Method: CHECK Notation: R. LS. CALDWELL Init: MEV Permit No: 696 -0075 Type: 6 -BLDG Parcel No: 115720 -0031 Site Address: 15451 53 AV S BUILDING PERMIT Total Fees: 16.417.41 This Payment 42.00 Total ALL Pmts: 16 417.41. Balance: .00 ************ * *. * *fi*** * * * * *'A * ** * * ** * * ** * * *4 ** * * *•A * * * * * * * ** 444 * *•* fc* Account Code Description Amount 000/322.100 BUILDING RES 42.00 RQ\ Y1510-12_c-ti oYl F�.¢. 0 11/21 1617 TOTAL 42.00 **A.4,*Ao`A o4**** h. A*• k• k* A• *•kA•'* *4. *k **a*444 *A•F ** *A *A Nk * *4k ti k * *hA*{•A *k*•h CITY OF TUKWILA. WA TRANSMIT *k *A:i4* *k•A•h * * ** * * * **4' *A•M* **•441- **.1: *** Air *:4d * *•4** *•k4 4'4'A *A•k * *h4 **•4k TRANSMIT Number: 96004306 Amount: 25.00 06/20/96 14:488 Payment Method: CHECK Notation: EXYENDEU STAY Init: MEV Permit No: PW96- -0138 Type: PW• -LI LANDSCAPE IRRIGATION Parcel No: 115720 -0031 Site Address: 15451 53 AV a St:. LAND Fl: Un: Location: 15451 53 AV S This Payment 25.00 'total Fees: 25.00 Total ALL Pmts;: 25.00 Valance: .00 *ol *4 **** * *A*4k•k* * ** 4'k* ol* 4A* k*****;*** +: * *a *ol *A *4A *ol * *o* * * *•k* *4 *A h* Account Cade Description Amount 000/345.330 PLAN CHECK - UTILITY 10.00 401/342.400 INSP FEE - FLH /f.I /WMf: 15.00 ** A*****k *,'*E. *,t **k4t *4'*4'* **4*x• :4 * ***A **•* *:* *'*WAV,i' *A * *f4' CITY OF fuI ILta. lU1 .e -)(i5 TRANSMIT AA ** *kk* * * *:. ** ** *4 ** * ** *• * A* .A •+ e. �k: l•! r* o\• k•k *k * **.Ak*•.4 **•A•,h **k *R *o1* TRANSMIT Number: 96004305 Amount: 11.806.32 06/20/96 14 :39 Payment Method: CHECK Notation: EXTENDED STAY l:rtit: SL13 Permit No: 896••00/5 Type: E3-BLDG BUILDING PERMIT Parcel Nor 115/20• -0031 Site Address: 15451 53 AV S ,Total FeS: 16.33:3.41. This Payment 1.1.806.32 xTc,ta1 ALL Pmts: 16.333.41 Balance: .00 * * *kolA• *. ***l. ol*• kk*• A**.kA*1 4' 44r** *AA'k **A *:Ih *•k *k* **41 ***, % ** ,11* *kA *•k** Account Cade 000/322.100 000/345.830 000/386.904 104.367.000 beccription BUILDING - RES PLAIT CHECK -- RES STATE: BUILDING SURCHARGE TRAFFIC MITIGATION FEES Amount 7. 1 90.25 146.57 4.50 4.465.00 0631 06/20 9611 TOTAL 17030.58 k+ 4* k• k* *t444**:4A.A.4A:4**11•A.4..•A.* PA*4 4. ** *k.e*ark*8 ** ****4 k•Ai474.*i4*.4*4* CITY OF TUKKWILA. WA TRG,NSM]:T ** •k*•4a4:4.:4*k.*4.4h4•k•h*.x44• eA* A** h; 4 **.h•k4 *kk•454•A*4*4.A.4.'r**k *A *1.4•:4.4.* TRANSMIT Number: 96004308 Amount: 25.00 06/20/96 14 :51 PAyrent Method: CHECK Notation: EXTENDED STAY Init: MEV Permit No: PW9G--0140 Type: PW• -FLH FIRE LOOP /HYDRANT Parcel No: 115720 -0031 Site Address: 15451 53 AV S St: LAND Fl: Un: Location: 15451 53 AV S Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 *** kit ** ** *.A * *k *•kit4 **A+A*• k#••, 4 **** * * *•kA * * *.A.A**It*kA*A**k *•k *kd•k•h*A il,* Account Code 000/345.830 401/342400 Description PLAN CHECK - UTILITY INSP FEL •- FLH /LI /WME Amount 10.00 15.00 O& 31 Gl)o 19/ s h* 4* 4A* 44. 4** 4.4 4*+"*44*. 4. 44.4• 44** 4. 4.4*.***... 1h *4..4.444 #;4 *•.4*k.1h*4..4.4.44 CITY OF TUKWIL.A, WA TRANSMIT :4 h.. * **: *•.4 **k # *4.4 * *:4444* *4:44. ** 4*• k. 4* kh*A**:• 'c:4.*.4 *:4*d. * # *h:4.*.4*.% *4k* TRANSMIT Number: 96004307 Amount: 3.699.26 06/20/96 14 :49 Payment Method: CHECK flotation: EXTENDED STAY In i tt: HEY Permit No PW96 -0139 Tyne =: PW• -SS3 SSANITARY SIDE SEWER Parcel No: 115720-0031 Site Address: 15451 53 tkIV S St: LAND Fl: Un: Location: 15451 53 AV a Total Fees: 3.699.26 This Payment 3.699.26 Total ALL Pmts: 3.699.26 [;dance: .00 * *.4 * *k *4* * *.* A * **4 * * *•k *.A * **w•k4 ***** 4* 4 .4 *•A *4• *•4** *i4 *4 *4*•k**. *k * ** Account Code- Description Amount 402/342.400 INSP FEE - SME /S5S 20.00 402/380.102 SEWER HOOK-UP 3.679.26 h /,zI Db%.ci9 * A.A. A* kk* A: kA*• kh* h* A** k*: 4 **-kkk-k *•AfiAk * * * *A **A *4•.4 *h•4 *•A *A * ** *•4*4 *kA CITY OF TUKWILA. WA TRANSM1:T * *44rA***h•k****:t•k* ****r**4 *• + 4+ k• k• A* 40rA** h* 4 *•k*•A* *•k•kA4A*k•M:4**+•**k *hk TRANSMIT Number: 96004310 Amount: 1.450.00 06/20/96 14:53 Payment Method: CHECK Notation: EXTENDED) STAY Init: Mi?V Permit No: PW9G -0142 Type: Parcel No: 1i.5720-0031 Site Address: 15451 53 AV "a St: LAND F1: Location: 15451 53 1V 5 This Payment PW• -WM WATER METER PERMIT Un: Total Fear: 1.450.00 Total ALL Pmtt: 1.450.01) Balance: .00 it**• * *•k *kA **•Ak*A *4** *3433 k* * *4** *4 **3* * **k ***3 **4* * *•h * *3 * *4do Account Code 000/345.830 401/388.102 401./386.520 401/312.400 401./343.405 Description PLAN CHECK _ WATE :P, ME(ER WATER CONNECTION WATER INSTALLATION (DEP) WATER INSPECTION FEE WATER TURN--ON FEE Amount 10.00 400.00 1.000.00 13.00 25.00 O b 3 1 02_0/9/0 *4 *:k.tk *3 *kkk *4 1**A* *334*:kk.kk*33*•. *AA3•t'4•k:1* *** 3*33 *•k•.k *3*3 &**34.33* CITY OF TUKWILA. WA TRANSMIT *3* 344*',*4. 4A4** AA* 4**** 44. 1*• A*** 4*3 4 *:kkh•1.4.4 *3•** ***.l•M4 %*MA -A k4• *4.4..' TRHiNSMIT Number: 96004309 Amount: 25.00 06/20/96 14:52 Payment Method: CHECK Notation: EXTENDED STAY Init: Ml:.l% -------- No: PW96-•0141 Type: PW•-WMI: WArat MAIN EXTENSION Parcel No: 1.15720- •0031. Site Address: 15451 33 AV S 8t: LAND Fl: Un: Location: 15451 53 AV 8 Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 A * *A *A*..• **43*:3 ** 4** 3*A A* kA3 A*3**3 4*** t4 *1** **** *•4-k*3AA *A *4**.-43** Account Code 000/345.830 401/342.400 Description PLAN CHECK - UTILITY IN3P FEE •- FLH /LI /WME Amount 10.00 15.00 01,31 6 /2.O /76 TK.i •,at�}`:�4s �*','�`t'a�J'!1C'tR!'�.. e"�'i�iwi�r�i�.'��'�... f'1�'' .. .. ,. �i."°�1r�L�1�+�i+T�i�vt� City of Tukwila Fire Department John W. Rant, Mayor Ttn WILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name 4 >cC -eF,4 L Ste) Thomas P. Keefe, Fire Chief Permit No. ]( Address ) 54—.5 1 5 3 AV Retain current inspection schedule Needs shift inspection Suite # Approved without correction notice 9 Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: t,>i7 / /c9 Authorized Signature Date FINALAPP.FRM T.F.D. Form F.P: 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575 4439 • 'L • INSPECTION RECORD 7 0 , Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project (t' Vt� � � ��Gt.� Type of inspectio -�- t rl C�.� Address: Date called: Special instructions: / /rAr f ogice Date wanted: 97 C)n. Requester: Phone No.: 307— 926 S Approved per applicable codes. Corrections required prior to approval. COMMENTS: 62K_ -la eke $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. kr- - 1 INSPECTION RECORD F .1 - I Retain a copy with permit 12)(-0,0 -.C2015 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 io ivy b Ate( iv 'J l Type of inspecti••• �_w�,,._ lrr:nr• t�dr1s51 63 A u C 7 `peciijjal Date called: �7 _ 3_ c� instructions: Date wanted _ i l _CI— a . ') _ p.m. Requester: r" , C —r � t 1501 o.: 1 _ (_ I to Approved per applicable codes. Corrections required prior to approval. COMMENTS: ic9 /1 O6.1.) - 6 cv'4 e. e C �-z' /1 ` �'► - d'^"r re-- — s ! i97%S i A2 / . g,cGc '-S AO /-7 ---1-1._e, !aU c j e1 e,...0-1/?! •.1 .?7 �'re,h -7 . 3 >t /l ) - t///// % .P /"9 v i / Date: $42.00 REINSPECTIO 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 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project-- nti- _` alt tv Type of inspection: PW ("nat Address: L 5 (45 � 5J(,I�5 t"� Date called: Special instructions: S�, ,, s� -Q._- Q� 1(J.W a 'o r 1"` (�'` r MI k- r U Cnl%Pr6 Date wanted: a.m. p.m. Requester: / Phone No.: % I Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: $42.00 REINSWECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. LiPt No.: Date: '._. _ , . • • •• • • ■ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Project: i Type y in . ectica - ,,,A _ Add,Date called: Special instructions: Date wanted: 11---27 -7 46 Requester: Phone No.: • Approved per applicable codes. Corrections required prior to approval. COMMENTS: '4."1111F --.■111Mir, A 11 iii.. 4. digkai•-,.... 3'. 01-7 ___EkA2 4 iel-/ e.... h',,, 64, API 2' „ Ar- h r. 1 He-4•7 0)-7 dee 04 71‘e Inspector: l .I 4111411 $42.00 REINSPECTIO r EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: / ,.? 747 Receipt No.: Date: " INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 Project: ..4,.....'..../ . _ • 4..14 0 WerA liZtt12/t^t Type of inspect' ‘''' COZ5 Address: .,. , Date called: Special instructions: ..1 . r , . 'W.. -,- . -‘ Datelvvanted: , Z7? et Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: fi . 12 Fl/V-e 0 WerA liZtt12/t^t •4-(....) _s.53-A2*:01-1 j- i ' t°410 _____(.%.'en4i-rd tfr%4It' lit; / . . r ._.■••, 42 _.‘ ," "nu i 7 v (47-v,.e fr- s ,)42,e,,ceg li 4-ize.4 gie, et&Ao..fi.A er 5 cif__ 67-ze_ , ‘.0cr 4 4 „,.- --:d.- " 1. , 4.Le / 0 - Ay ' Lar de,4et, .‘.. (002900 _../ .. ' . . N. Inspector: 4 .1 1 42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6390 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: /1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431:3670 j c `ocC �C J n� <- ' '�ci T • : of in ii• Lion: ` A • . �, x•.11' d r r -� (= I a.sr F-t..sc1 tZ • Date called' I A Special instructions: Date wa; to : t Ti a.m. RegUe r Phone No.: Approved per applicable codes. PR4Sorrections required prior to approval. COMMENTS: ' '�ci 6t •y w d Q‘ A149 avtVc t-c GAL— Inc d►.1 P1,(, (.. -+:Z 4 trt NI c R £ C ■J 1 P�u141 N '(6 vfv-, c t4A- N,Grt;,- . . r -remss , fn..Q 172.4 fie. t --mac ,4,lA 11..0,,.E G Pzi,a,,,+,.T Nm o‘k- wp,,,aG 11-v---1-..s c.c`r- I~aA— rb...- (= I a.sr F-t..sc1 tZ • Inspector: Date: r/ 2f 97 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 4.Xa A. a...ri tt46- d.,_:AL . _.411• Ir' .ASLA Wfi x.'114414*tyegit.gtt, l:&r21,24 3 bO* A:A +:.. L INSPECTION RECORD I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project— -R Type 'im j (in n�.1 T' n60 Address:0r �3 7 Date called 'r _ci 111 555 Special instructions: Date wanted: - — 11 . I 1 p.m. Requester: D /1r.1 (:::/ C12 N Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: t),{ - z/1 'hL Pc J. �-10 Porn 1)1 e tr .P 1y) -C cti -) it �-�; ►� . Inspector: f ( 1(A A) Date: 11 I,, r $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: .__._ AC_,.•., L+: Cti '716.ti':t3�,i......es44 41_ we{,C ....�.:.. o.. ti. , • • • • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Proje5:441.7eid 64 Type of inspect; 6/6 Address: / 5445/...53„st le_ Date called: Special instructions: Date wanted:/z_ 7,1‘ . P.m. Requester: Phone No.: proved per applicable codes. COMMENTS: Corrections required prior to approval. 60 a-47 ke ( 6 4(3 c.e7-;0/4,ak Inspector: I I 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: . , INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. j CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, W 206) 431 -3670 ?_, I ``,, 4 , - I (Q e of 1ng0er�tipn: \ d , a : G Special instructions: I �-�' 19-I 1Zr lb\- Date 7nt d: 6 G3 (z ; ur , /d S-- 33S`7l [- Approved per applicable codes. Corrections required prior to approval. COMMENTS: I �-�' 19-I 1Zr lb\- 1—S ; a-) 3 t�-- r10 LTA 4+t -cF II— N6 *-1.14 6 LAC-, . C, Inspector: (7) t, Date: 11 $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: INSP ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 P XI F_�Fi� SAC Typ. _q� ecti Wi bkL A!7Vr3 Address l 53 V A v 5 Date called: 1 1— 21... 9 Special instructions: Date wanted: a.m. Requester: 'c *Phone No.: �r ( sue .--35 t, _ F51 Approved per applicable codes. COMMENTS: 3 Inspector: Corrections required prior to approval. L r ,I4. ddW AA $42.00 REINSPECTION SEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [ReceiPt No.: Date: Date: rkt.._ita...1Aagfr. Arr, t,..LPA -AA INSPECTION RECORD Retain a copy with permit INSPEC 10 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project Type of inspection: / AB a,Oi . Address:, /45 7S --�5.3 _ Date called: Special instructions. /-----.7000k' 3 h'f l Date wanted: ii` .. /� / a.m. p.m. Requester: Phone No.: Approved per applicable codes. OMMENTS: Corrections required prior to approval. Inspector Date: ji Zd' q $42.00 REINSPECTION FEE REQUIRED. Prior to ins ecti n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTIO NO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 PERMIT NO. (206) 431 -3670 P ect: Type of insp io : �M Add e s• t Date called: It— 1 `"1 ` (O Date wanted:' ( _ iG _ q� a.m. J a" pe ial instructions: -54 ,FiAyo(t.- Requester: R lc ta '`ASc P A 1tz- t9SP.s Jn) r Phone No.: Z. 2. y2. � ='O. u z;~1 {, Approved per applicable codes. Corrections required prior to approval. COMMENTS: r \i (9,2_,..1 � INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. Project: I „pit-- APQr4s �,=,r∎ S, n11 rJ it [PI 1ei • Type of inspections N j"'"4 0' TAIT?. 110411-- Address:' 544 5 1 S' Date called: 1LAR"e9. W \ ' OWS Al-: NC LtSW9 and APPtwvW Pl..Aa$ Al.k1"- i €1- c.zoc • £ e L& And" Apprw ■' o [3s Special instructions: Date wanted: I t ( (y IGkp a.m. 10-.7.N11. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: „pit-- APQr4s �,=,r∎ S, n11 rJ it [PI 1ei • N4 re = R1 •- . IA, ofm v S p rJ Z 68 - 3r =e p.t4 da.S AT C'V P- Ccw.'-1,0 r.) A-S S' I S 1 os-NICt AR-M , A DJAC vr-Tl Si Pm m R- Tkl w %-2._.__ f A&C Zt) frY1 114 • A O ¢S r,,, ii. 1LAR"e9. W \ ' OWS Al-: NC LtSW9 and APPtwvW Pl..Aa$ Al.k1"- i €1- c.zoc • £ e L& And" Apprw ■' o [3s w,1rt. /9::.=4,- PLAA. I. 1 $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: t. "k7BC.'�ti ji`►44PChT11�Fa�rs .�+sar ��� INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1516- 0515 (206) 431 -3670 Pkldimi e _ ow- ���+ S�AI�Zins oW ..... Fi NO s S Date called: i- I2 -%i Special instructions: .r .F Date wanted: ,a.—m,�.� Requester: FA `` ,`t Phone No.: 2113-3` Pt yCALL )RI"' i- Approved per applicable codes. (Corrections required prior to approval. COMMENTS: 66110+,1 AAPti 04- MIA s-tA 11,1 hwks‘ ! ki- cvrI f P- AP/UV/rt.— Inspector: 4 t Date: II ((31 y(0 $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: .... . .. n-,..1.- 42r....141144:;..)t " vr�..:ukE. ,ua:41�33.stS.�Rr: _ � z..� ;:i,_s._ ,.. r_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 Project: C"' /..__ i ee G«d 5/4 Type of ins ction: _ Address: Date called: Special instruc ions: Date wanted/Air_ 3,9,,, 9m. 0 P Requester: Phone No.: Approved per applicabje_codes. Corrections required prior to approval. COMMENTS: 0 se • , / .. 4+ -.Ow Or AlIF .11. AIL . ..g / _ dif ...-- , "7-, _A .../ 0 ......, -7 -7.1 ii, - ...' Ar ..g. AI 1 / .... I- 4. —4 ,.e.-: .. _._ ..L... - - A. • „ .,..t - 4. ......4 _A , $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: tv• INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 My-Do-76 PERMIT NO. (206) 431-3670 )C1-'01YE r) STA1 A- . Tt,rp of inspe MTN: AV 5 •ate called: II _ to _16 Special instructions: ,- • Date wanted: II_ Requester: FA q Phone No.: 2..q 3 _ 3 5sLf 4Approvedper applicable codes. Corrections required prior to approval. COMMENTS: ,...,.., i • /a._4_5_&12/ -., ... . . ,L2 iS i ,2; 0/J e--• r4'41/43 ..S 4 -,-. , AO _ \ ..,,, Inspsctor I I Date:// 74 $42.00 REINSPECTIGI 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 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 PERMIT NO. (206) 431-3670 Project:cfc+7 4A7 Type of inspection: Address: Date called: Special instructions: Date wanted: i i if —6r-9-14. a.m. dab Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: re; Fle1/49 42 Inspect° I I / .11 ..? $42.00 REINSP ,fION FE REQUIRED. Prior to inspection, fee must Date: be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 4:.1.11r;Alfala . . - if•2�i%;:c:2;r�J'S r.r7v:."TU,....:�s: • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD- Retain a copy with permit PER (206) 431 -3670 Project: J41(J4 l`4 ' t Type of inspection 5 Address. /5.`755/... �� de i__ ate called: Special instructions: ate/ ted:� �� a.m. Requ ster: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: El $42.00 REINSPECTIO " FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: c -r• ..,:5 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Pr4jvc r bet) �JV ����. Ty in pect livA im� _ cij!�eg:i /� q s N Date called: to _ 2� _5 1:V Special instructions: Date wante a.m� 9( �d ....21 — Ib p.m. Requester: sm 1-04 Phone No.: t.(,„6 7 r i i Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: It c7(f $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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 Project: 0 Sinal Type of inspectionr lr:-%it.<Ire''' Inv, k4e.,-4- Lv.vnbs,o--- 14.44 fuer4 v.-10 51-,Aos Address: ks.e7-1-4Git . iz-glatAtic---y..7.1.TS.. I-1 sFe tilt Lt— Sei-r0 A tv-TiVa- Date called: lq 3-1 pom '. 2,y1 PAA3-tVL- CR1LA l'IGS WA' cid HAW- Special instructions: (6.---- er)N 6..z9,----9 n,.) G ‘ , s , ,e, f mz-1-1 44 44A.S o 4..... AiZZ' "rt-e.) Date wanted: To A Pti az v*--- s P ILA ■.1‘4..-~fLa 40 p.m. Requester: Phone No.: It+ Approved per applicable codes. Corrections required prior to approval. COMMENTS: TIA..v,33 /44.,C czw,et,\Fm".. A lr:-%it.<Ire''' Inv, k4e.,-4- Lv.vnbs,o--- 14.44 fuer4 v.-10 51-,Aos o 61 Tvw 3 1-ktit— tH r-t--7-1 AG ork-... e)cc.<volai ks.e7-1-4Git . iz-glatAtic---y..7.1.TS.. I-1 sFe tilt Lt— Sei-r0 A tv-TiVa- Tt rb4Z. C..k.11 • Cr . Si pom '. 2,y1 PAA3-tVL- CR1LA l'IGS WA' cid HAW- 6.es,..—)..1 0 Pirt•k--5) tkP p..c--WE-A-c...- 5s."-W-4-A-- SPit..4 14 2.10. 1..... er)N 6..z9,----9 n,.) G ‘ , s , ,e, f mz-1-1 44 44A.S o 4..... AiZZ' "rt-e.) CAA3Sf- T it .--. wit-t-4._ . A Et a....f: i 1.ygi2.---Ftrott... I.N3 To A Pti az v*--- s P ILA ■.1‘4..-~fLa G \vkc- A f e itx)ws-- -rd elz,o9 . • Inspector: I I Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: _ I., InifekireailLikv P11,741.4.4•4..kirair.:164.41k :LP) 41°1.... INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Proje' / I„ ell f<.tt..'rcr+ -o NN S Fa h.- A.,.--Pod---k- c' S l C3 "2 (--: Lc --- - Type of inspecfioptn`.�, Addre s � �s 1 r/j.. , , , 55 ('i1/ Date called :t/�( ),LI ( ' __11 CO Special instructions: O -L fa- p v o,( ._5/'M rJ !emu 7c,.. -- cow-11-'4,4--. o w- LA G E I /-) tJ W t,I ..au 12�p.m . Requester: Phone No.:z4-2, _3 -5`, { Approved per applicable codes. Es Corrections required prior to approval. COMMENTS: AseN— CIO'''. WA446. 1 qk_ Td C 3 &YL. ell f<.tt..'rcr+ -o NN S Fa h.- A.,.--Pod---k- c' S l C3 "2 (--: Lc --- - U N Itit -s z..-v ) ) ° /''s3' it 4 �(1,J , jLc' 1 ' ¢/6, F$ /7, coo n-.c.r-u --1.4 43 (-i4- 1c. Y J iC 53 ,4 iv/L(1 v■r-/) . fa- p v o,( ._5/'M rJ !emu 7c,.. -- cow-11-'4,4--. o w- LA G E I /-) tJ W t,I 19 /SW t/R -c"V (w -c-Pf i rr c.. 5/A -G,6S AT VAt.Lr'1S ( 2- c,ror w0S). P uc "7 P A "1_ TL.':, pi SP,SC.jrt t t3 IZ£1s� A r- fit-- w.: (L Z.i ZJ, iU C.1,- ►).t't. %'.WI, Ar>.0 filAox...7rro !t -c51-u 7)►3Ci `iULA A.- $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300. $outhcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1 (k Date: 101 3Jc1 _ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 bcilo -0075 PERMIT NO. (206) 431 -3670 Pr .i b 5 -A�i Ty pact -insp n: FA5.-m4Nti M51 .- AV Date called: vo „ 1 (0 2 Co Special instructions: 2,1■1 FL-20::) _ CrA lv-c^ Iv\ ktly Requester: To. A / Phone No.: 2.113 _ �7"..T -14. , tivAl Approved per applicable codes. Corrections required prior to approval. COMMENTS: D 6 6t,a /�� 7-41 d rit,,,,-.,. 6c,e-o-i---- )--e9ii 7-s-1.-0 2 69A2,_ )4 - Gtr=- - v$4=1-k s /�c. 4 „..0 0 ( i„,,,f, is(AA-15 ex- ser 6•7- a- s he %d-- T=.z. n/1\) 1/01.-1-- l cL Cll. .. ld-%1AJl It / /d T4',1/ f1--- _ _ 3k 4' acv t,. 5u b .ems , V c., ef' !tir'.r - - -- . Gam, `knee q VCr,_l S cira' eth, 'q // Inspector: 0 - /g -'' $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ?reY' Ml," rw'. eMa�Y.. 1zgifl k' Y: 6aY. ANec,3 'ti.9y,N.c,3t[in.lZ;Y.Y'i' fSbF�ed:faartt lita!F %.Sic.'4.:y.m +'cft .k_%I%-' INSPECTION RECORD Retain a copy with permit (O -O) pz- INSPECTIO NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - If, (206) 431 -3670 Porib,lb Si-Pt Type of inspe e (, /N Q.dtess :' .45.-3 Aq Date called: 10 — 17-1(e Special instructions: 1 x-16 1---LOOP--- Date wanted: o ate. t0- ion 6 P•m Requester: 1& 1uK Phone No.: 2;4;3 1 ' I Qqo [Approved per applicable codes. Corrections required prior to approval. $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 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 • PERMIT NO. (206) 431 -3670 Project: /...„ Type of inspection: Address. r it 6" Date called: r10.1,6,e,A, X1.1101 Special instructions: "s.�C tom^ Date wanted: r� / Requester: _.... Phone No.: r Approved per applicable codes. Corrections required prior to approval. COMMENTS: /...„ lam__ f r it 6" r10.1,6,e,A, X1.1101 2_ 44'1? ■}L‘tC/ 1,-WA -27 At_ . .L , ■ _.... r //b , & 4.__ .1.► . . /... :i: .1.11.• / a - / . ✓:a / ._.---21.4.—kl.-01-- % 1/ t Inspector: fl Date: /01`.>„9‘ $42.00 REINSPECTIOWFEE REQUIRED. Prior_ to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: . . d.. eL. _. _.. ,t.lLLx.r.,l :•t..r•,....�1: ..,._. ._s,.. .. ire. - -• ,t.:" • • INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 :zR INSPECTION RECORD Retain a copy with permit 139(0- OO7S V (206) 431 -3670 PERMIT NO. i(1ek\W-1) i S M ' N ^ / t Date called: 10 ^ [( 0 j l ' p! d t Special instructions: I) f j.co Date wanted:10 It_ a.m. , Requester: bolo Phone No.: 2i4 3 - 33 sq. Approved per applicable codes. Corrections required prior to approval. COMMENTS: /, ( ar .-._. /A AL a iv, ..,„_..., ■._ / / '.1 A / //. "L „1._.4'.1 // / L/ ,IV .I GO/A. 1 ' , /Ate -4, /..✓ mot. _01t _ 5) 3 fi” 01'0 Lv /0 -e� 101{_ /!fib'' [Inspector: • . J 4 $42.00 REINSPECTI•N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: �•—r7 Receipt No.: Date: • Ert INSPECTION RECORD Retain a copy with permit ?J o '001 / INSPEC ON NO. PERMIT NO. , / CITY jr TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 988igQ.6) 431 -36Z0 Pr t: Type oafigig ` `" !'.. ma • Mgt 53 AV Date called: 10 ' i (p ` 9, t P Special instructions: a UG o2 Date wanted. a.m �� I I -qla �r.N. Requester: bro. \ —� Phone No.: 043 ' 3 • Ov`C'ti- 61(7s"'1 -4 otL Im L . Approved per applicable codes. Corrections required prior to approval. COMMENT ) n _,r "n1A4siTS fliAa 4 iZ� p4 Z.z , 'Z-`1, 5 ,Q 11t4 LAAPS 64.oc.t ^)C) vt:0 QA T\.:=9 rf-FIL- ?LA r-J. 7), log_ 1.16;E . I 611 i. l - - rams.s vo ,AtJ , ,SLoc..u_ ,., r "w. "\- hl 2.7. Tx..,3S . V) - -ry e-, / L) p o o Iva„,..)-T4 ,, H u Z(n" .»i sr-. NAnAN(LS. i) - Noit 1s) p0ST I Ov,0.. to►./n,Fiz_ A ,' Ms,—m.... • Ov`C'ti- 61(7s"'1 -4 otL Im L . /1) A DO S1,KaatItJ A 35 ci.d► s To X- / Tom ss A09 4 iwo,\-C a X 6 A (L) A-35 c,, Ps rd S 3 im ii Date: �b $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: : , .. _ .L..6uti.a+cr:..1 -v.13: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 3 INSPECTION RECORD Retain a copy with permit 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1-3670 Pr e b I� S� �� � Tye_ •_ on : - Jly- ri2An , l 4vu f 5 pia r i Id veh A d e : ili..51 A-4 Da - called: r, 1 co 16 13) Special instructions: Date wanted:10 ^ (v _ 50 a. . Requester: boi Phone No.: 2) I3- 3.5G4 Approved per applicable codes. [ Corrections required prior to approval. COMMENTS j) �G-v ' dt i / /J _7 _ A/ JJst 4vu f 5 pia r i Id veh 13) per. 1 /zt f' a 7 ° -- 2.-A `/ h la4/4, 7i/ . • ,r. v �.• ' -� d rte/ . 1 ,�. c.4', _ :fir, 7 ,vS /G off -6` -_G . • p1la „ 0 . . / y/r O'er , .4 id.._. 4 U ; A9-.W ... rt . $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule rejnspection. Receipt No.: Y•r x: �r6t^ z J xr�i nr. i 2s% ea7Pi ".<,s x t j Date: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 74‘.1(22 PERMIT NO. (206) 431 -3670 Project: .. 1d ' '' i. - Type of inspection: .d4. Address: Date called: Special instructions: Date wanted:, / 7-4d6511; Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A_ _ ( �',4./ ,c e (( A#4,-,S tar, .e p Zd Z 5A-..e.„6 46e,r.! US?, •,! - _ 41..e, . 4..er✓ trfe ilA G t•(-'t 1 /y -di / &1 ),, l/!''S1 oh S / 7l Vt /aced f/i �`�����1j� , ►4 i✓ue} S el I J� / -au//+ !/. �: , -I s- /• / Inspector:. 1 .L.A1 .44 Date: 1t�" $42.00 ' EINSPECTIO ' FEE R QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: ua._.::.3r.�rrctrx�«e's.... =+u r�t✓. t' s`" i; 1i�..' r�` �L�l.' �` t' �r,. r�- 4..'':' S;: vM; �j��. a•,. �A.'. uS.,: �:!`•:..- •ssl+....�%:s'bh}3'L*3:f.�Lt�+ ' us�7 . {,v.'_1�'3i�Fu:wr- ''_i.;:'>. �. INSPECTION NO. .w,ww...w.awraru . n.s w -..av mvmp.+ w.,.» r._ sa +xwt.LeuumwZTasn#s0......=.9` 14T. c13,cz27 PERMIT NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / V (206) 431 -3670 Project: G Type of inspections // (,� (// Address: 7 Date called: Special instructions: ' Date wanted: / �Q �S'"- -Cic + 13 p.m. Requester: Phone No.: proved per applicable codes. Corrections required prior to approval. COMMENTS: � -7 Aso b Pate? a Inspector: i4A $42.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100: Cali to schedule reinspection. Date : /9 Jc ^. Receipt No.: Date: • INSPECTION NO. CITY OF TUKWILA.BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 1 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: 7-644/ c. ' Type of inspection: �� I n Go� Address: z) /-).c> .:• s>L- , �51 , ,,,Date called:.! -., Special instructions: 31.--d 1-- I 0 G•, 3 Cn/ /c -i�' 'C4- Ska S hf .0..._.... . r. Date wanted: /6.../ r6 7f(, p.m. Requester: - _ Phone No.: L'Pir t f"-C S Approved per plicablecodes. Corrections required prior to approval. COMMENTS: 1/ 6 &. S 5 Go� z) /-).c> .:• s>L- , �51 G /�4_ ..." L .s i c-r' -4 ..L.4 5 3 Cn/ /c -i�' 'C4- Ska S hf .0..._.... . r. 5 1 l� / - _ f", !�.# b , tL 4 ,J L'Pir t f"-C S ../1-e • %L-1 a Inspector: APPIIIMA $42.00 REINSPECT!" FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , te: /49.41.7,46 Receipt No.: Date: • • INSPECTION O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit go- ocs15 PERMIT NO. 206) 431 -3670 Prtra � ei n Type0 i ert io � stand I �` ► �i) A 3 Ay 5 Date called: (o- it._ 9- o Special instructions: j N) �LO0 12-" Date wanted �� " 1 a.m. p.m. Requester: 1)O ..1 Phone No.:2A5, J3 1 [4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Y: r • Inspector: Date: $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: ) INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 B16-00-15 PERMIT NO. (206) 431-3670 Pauot.i) 51-A1/4-I Type of inspection: E.-ANt ii‘.167 MI 03 A V -S Date called: i 0 _ to.. geo Special instructions: 1 5r- rt_oc, 12- FALCE*1 e-5 ' Date wanted:10 ii_ cyo OF-. . 1 Requester: A ON p Phone No.: 203_35 4 Approved per applicable codes. URZ Corrections required prior to approval. COMMENTS: /06.4. p 4449a d _LIB / .. _., .. i 1 - ..-. . ' -t. s'3) • Am AO .• tri.eLe_s_s_____t2:6.441- _ ed.e a/ / k (? .6 0 ...r.. a . . 6 (( o to A "1--)-e-o% 4-6-14 <-74e/ 4/ lir2 2--- /4- 4V/14.- ■24 ‘4,1-(4,&e,t-, &)-de.,T__' - , _, .., i / __,, ... ,.. • . b&M-104 p/ ilii_e_414dir2.rdit_lWc, LInspector Date: Jo...fp" $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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 V41.157 4.0 rum . x:rmSearcacam3`MIMI IRMI CIA, INSPECTION RECORD Retain a copy with permit W U ' °Orb PERMIT NO. (206) 431 -3670 JojR * r I A '(A 1► Type of inspectionr� „) `,� -SW �5� �3 V s Date called: w /pl'_ -Ito Date wanted: 0 Q 9 a.m. Special instructions: 3 f Q --194COMiS Requester: ,1 Phone No.: 2i.1.33stie Approved per applicable codes. Corrections required prior to approval. COMMENTS: 3 r� rt�►L-- zA caJ' LOAaF-► STEPS, Inspector: Date: iv�/9t $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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 �f Approved per applicable codes. Corrections required prior to approval. COMMENTS: A � Type of on:'N G kr t1O NI eg (-� /4 c Date called: `D_ 3 , % Special instructions: VJD Flag- Date wanted: �y (0.q-9 (0 p• , Requester: bow + tr, 00'1 0 o Phone No.:2. f , `s, v.�- -1 �f Approved per applicable codes. Corrections required prior to approval. COMMENTS: cakerdcwr et &— A Lt.– ((o) tr, 00'1 0 o 114-q, v.�- -1 ':.:.: % D.E. A 1.4. 0 (4) t. N > r . A i - 1 1 4 - - - Inspector: r Date: ii)¶ e ca $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: INSPECT! • NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Prr e,fra i` s.. --` Type of inspection: A A ! N ei AI 5 m5 • Date called: 10 __.1 _96 Special instructions: ��, ) Date wanted: l0 _ 8_ a to aj. �� Requester: -D' /) Phone No.: ZJ 13 _ . ".",!, AwLvi Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4.zecr L' /47/.s S )1 .' /) i ".",!, AwLvi ,► / , _ _ Z- \C ot. [j ‘-L t —LC�t G(- vz. ".-0642 I` L(Jrl r r .. el,//1 _ ate! I -I 4 __, 4 u ,D a' e- . r .. 1 ,!, ... 4 PPM Inspector: i%� ` � Date: /0_45,....94 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 63Q0 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit 0 610'00 PERMIT NO. (206) 431 -3670 t'ikel�1��+s�(Jb0 �T�y Type o�j rtiq , ^T)01, i"i`� I 53 A 5 Date called: 'd _ '�_`/�ic/ _ Special instructions: 62_01) 1LOOR" Date wanted: 1 O ^ CI Requester: 0011/41 Phone No.: 2.143 _ 3354 Appxoved per applicable codes. [ Corrections required prior to approval. COMMENTS: fi 1 1 $42.00 REINSPECTION F REQ JIRED. Prior to inspection, fee must be paid at 6300 Southcenter =lvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Project: S-T\_=-Nlai,c7 ZIA/ Type of inspection:, (-11/Z Address: Date called: / 0 -7 Special instructions: Date wanted: ' • a.ni, Requester: Phone No.: Approved per applicable codes. [2. Corrections required prior to approval. COMMENTS: 0 /5 I- -2,-) / hp" s " r- &_e_kk e,eeg,2_c,e&_„._ Iv , ,-l-aur "1- ' ./ ...1 ..., . .. • /1 A., . _... .!.. . • ' IN ''' Alit." .. ■ .....0 _ I- cia2...L, dr , ,_. _4_,,_■0,,,, kz ..•■■■■■■• 4441" Inspector: Date: /0 $42.00 REINSPECT, FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: maRt.fris..ajPfifflt:faxi . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: E x-t-e./..-be-b S'bi v Type of inspection: c:V "ip 41,0k - Address: /Sti5I 5.3 h y 0 S Date called: /0 j 45 .. _. Special instructions: frve... As43 /--- /47 s_.4/4e, Date wanted: 10J a.m. Requester: i -314 • ....„........ d •' ..ror , Phone No.: 4 3 -335-51 11 Approved per applicable codes. X" Corrections required prior to approval. COMMENTS: A/4 y2042 Mieecisi--- dc,c, .. _. frve... As43 /--- /47 s_.4/4e, 1.-0.4e__a s 4 ff---- --- --- .•• • ....„........ d •' ..ror , /---4, 64/1,2_ //7 7. ...1r, '. .5,4/1Si / _ 6 1.- 64,- a /7 I' ..._ -__ Ai.. • -- ,. ..../., -..../....1-... Inspector: Date: [ 1 WY" $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: INSPECTIOIO NO. INSPECTION RECORD r'.._. Retain a copy with permit 1 896 - QQ7J' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: L k,L.. vtor P sS+it y Type o(! inspection J / $T -000jr — 3 heel- 'Me i' A/01; L 4./.1. Date called: /0)t Address: /54.51 63W° S Special instructions: Date wanted: a.m. Requester: Alab Phone No.: , ...0q3-3354 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4/01- 0 Inspector: 1 $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: � K'�ti,uui.2�Sa�:7C'.i[. ..�rziT^�Y.s.�aw, n.. w........•..- w+ n... n. ns �wx. rvsw, roRV�+ vurnn+ rn+ N.. �. n. �-. tn,., xac.n.....erru.v�rar.Yrocsum4�h: a =S+HCYS /. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: `' )c. - S Type of inspection- itArri try ( eC I c o(L.., gArt. c.zo1 I* Z. -Milt— 11) =rtS. Address: Address: 1 Date called: Special- iristructions: Date wanted: r 13,9(P Kr..—e.' Requester: (\ j .46 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: AL-L ARr- ,L cx---1 ( eC I c o(L.., gArt. c.zo1 I* Z. -Milt— 11) =rtS. or ,c1 -S ,U N0' hi . /1 -6-‘1 Ms, -01-DR- cr.( Su RX . Date: / 6I 3 9 (v $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite!100. Call to schedule reinspection. Receipt No.: Date: �..._.1 _r_ .AXIK i�drui,.•.�d %iNi$`EF7�e:. ate.. .�f.v e'a••a'lis l.SDactu. ? "S INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Projec : i 1 _.+! l 4 • (izsr Si 0,E - 0 L -To cr >•A.Pr\-- L -- — Type of inspection: • . /�j ..a� •, ice` - _� - Address: / S1/5-/ 53 I / S Date calle•0 /oh • Special instructions: Date wanted: /p 3 p.m. Requester: c 4T Phone No.: ; .v3 -335.9 • Approved per applicable codes. Corrections required prior to approval: COMMENTS: (izsr Si 0,E - 0 L -To cr >•A.Pr\-- L -- — S '.""Vin,-(3 Ji or- biM"%U 1w,_ GG—k L 1 n1 6-S. Al- C I- wIn i11. . (�' .Mi S1 Dk- -- („- i1,r ,J6S v L -%-d C..a,zyt_ 0(--f -1 oc- + Y1 ccfd- AaxA 'Jr APFrWv , II $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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Project* A .o1'.eoi Type of inspection: 0 L Ad1r,5 s/ 53 Q9 Date called: /9/ Special instructions: • Date wanted: 10 13 a. p.m. Requester: Phone No.: '/ #3 -33''1 [[Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: C,-S11_2_ Date: / 03ick, 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, Receipt No.: Date: r, i'� INSPECTI• NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Project* ,r , Type of inspection: �l . *,, Ad /eSy. / 6.,� On `�0 Date called: Jo) i .1E-. 1,0) 0 Gr / C,r� " Special instructions: /d -II A. m I..e.g..a.-SL,. Date wanted: / %� P.m. Requester: mac'= —su -A Phone No.: ,9y3 - 335' Approved per applicable codes. Corrections required prior:to approval ' • CbMMENTS: *,, C I h15 -% - C v,.2 d NS i I" S.6-0(1-- .1E-. 1,0) 0 Gr / C,r� " G o( eJ -figaiea ISO( vj "rta, t,► 2- kI .•" AQ..r -Y- mac'= —su -A Inspector: Date: I V (2 514 $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 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t 994.- 00 7S' ■, ► PERMIT NO. (206) 431 -3670 Project: J / Type of inspection: G W 13 , / Address: J5 /SI 63 0 S. Date called: /v 1 Special instructions: /0— JIBRequester: .+, )9.16-0.Q.14._ Date wanted: /o /r9- �6 p.m. ��. Phone No.: y3 - 335* [> Approved per applicable codes. COMMENTS: L Corrections required prior to approval.. �t woru -S 0n1 �- �a�►.�,�JC� Inspector: Date: / 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: .._d Z41/ ..wmt. _ .471 n•.+vn.ta- ..,wy„— ,...� a*.ucwnr¢ei ura ' +rrsxtma.— vtv.,'ltm9:r INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 dt ZsWi:- C9wt0.�':L':¢4TJi PERMIT NO. (206) 431 -3670 Project: 104'9 S- Type ofspectioi,%.-- Gr n Address: 19-1b, 53 5- Date called: Special instructions: Date wanted: (/c a.m. Requester: Phone No.: Approved per applicable codes. COMMENTS: Corrections required prior to approval. { f�•4d R---) j�0 K t� W Arav tAJ t..% Inspector: 11 t✓ Date: id { $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: ... ...AL. .01* ut r..•Q...�.tia.,_u..... C'h.: ��,; ^.rr .�r��w,.�"�'s�eU�•vrrsrr.wu�.. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit (206) 431 -3670 Project: Tt"rJ De's �^ .�'A Type of inspection » 1t39 Address: i5/3, 53 AV. S. Date called: /0—/ Special instructions: (���,I -- IjLS /' Date wanted: 4) a.m. Requester: ^ t1 ...4 L1 n, G _ Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: .l ` �_` r [1. - - c,,--0 1,..1 tn3114 wrrt.c S -a- it-2 1 a Z) 6A vc}-a— _sox -Ts 5 NPM - 6C M MO % c w 6 c.,74cv. ) A09 61-0 clf-I4 G 71 6 a-c't'U h,- 4C- vo,tr SAACTS 1 1.1 (66, 1i3) /0/ r 107l / /a0. no r•I s �1�. e I-Ji pC. 4) rte.. I a4 - w Nu— c► ,- Pz)4.- t V ILL , (LE gPzt.t Af r F12..:: L1 n, G _ ,--, L0ct01 : Date: /6 U $42.00 REtNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd,, Suite 100. Call to schedule reinspection. [Receipt No.: Date: ..,..�.•.,. .,.. .. u Zr.a.11■::,a.WAVr INSPECTIO O. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 Project: y e of ate ca inspktn:51;es led: Address: 1 sAs \ 53 Special instructions: Date wanted: 9 1 .36M 'cam). Requester: Doi,s, Phone No.: --z3 — 333-4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 1 tt.o, Inspector: Date: $42.00 REINSPECTIO / FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1.• . _t . --ettab,-104iTilaktek0.11.124heic...4"AA74110175.641.1,14•,-..Xtmros iv. as . 11.1 . INS ON NO. Retain a copy ith permit etite-0015 INSPECTION RECORD , PERMIT NO. CITY OF TUKWIL. UILDING DIVISION 6300 Southcenter BIvd. #100, Tukwila, WA 98188 (206) 431-3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: e $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: . Cta....Yet.A.Gt sTAki Tilley — nsi5t42w-i-r-pitti,r,ki NAIL ate called: Ider-M1 5 3 A V 6 Special instructions: Date wanted: _ CI .., zi 9 6 gp, .. . Requester: Dtot 0., Phone No.: 2'43 _ 33,54 , pproved per applicable codes. Corrections required prior to approval. COMMENTS: e $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: . Cta....Yet.A.Gt INSPECTION NO. INSPECTION RECORD Retain a copyth permit CITY OF TUKWIL.41.JILDING DIVISION 6300 Southcenter Blvd.;':#100, Tukwila, WAF98188 IP - 0675 PERMIT NO. (206) 431-3670 UMO.Db '' 4.'—‘Akt, torptigOn: fAsTF...4 1 r1/4y/ Date called: '''........ Date wanted: ,21_1(„400, . . giTgl 5. t\Q 5 Special instructions: Request,mcvN # Phone No:: ,iti 53s4 Approved per applic?ble codes. Corrections required prior to approval. 2;t4,/ ta001^ COMMENTS: • Inspector: 14,0 pa`te: 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 Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Project: ex.rt.---1-4o-- `Cnal Type of inspection: ,m413 Address: Address: Date called: 7 a 1 ..-- Special instructions: Iffl----1 "I6' ..---- Date wanted: Requester: sz6 1 j Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 2-il -Ft.c.0....- Or...T.L.?rt-t- Gw6 S-0 -19 I' A i‘-:1■..-.7.,----N,JIV-t , Inspector: 1 1 Date: 7-4 9 $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. All A. A Al • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 (206) 431 -3670 Project: sc'__�� � Type of in�pecti. et WO C1�' Address: 3 3. Date called: Special instructions: Date wanted: al Zy� q 1D �1 Requester: Phone No.: [x Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 to urro I a* 6r-.1 I G it;i14 ATV fit' Ste Inspector: I Date: ct f �/ CC.��►1 l / b 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, foe must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: rit •*••■■•A InlYIM.W.F.■•••••••■■01{11.011. INSPECTION RECORD Retain a copy with permit INSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 -ool6 PERMIT NO. • .3;.f (206) 431-3670 Prcexisoct: be.b ..TAq Type cifarridi,nsummy3 Date called: MI c-5 ii 5 Special instructions: Date wanted:9 — .2.s. .1(0 a.m. OW Requester: pt) iJ Phone No.: 21.13 _3394 F:2<Approved per applicable codes. Corrections required prior to approval. COMMENTS: €1: Ft&O-- bfr,-1-1-43 e).Ct Li tSG, "44) Pustsa.- [Inspector: I jj Date:9 2S 9to $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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ....w....,..*+.••..- 4.f i..... a. w-.,,,,,Ma,.. ®vIWACRr.Faacx.aa:.+avemcaHA'.' INSPECTION RECORD Retain a copy with permit g9to -ooh Fe' PERMIT NO. (206) 431 -3670 Pr eb STAI Type of inspection N ., A ,' ,+e1 as i'igT V . S 3 �, ! S Date called: 9_ 2.6 _ci c Special instructions: Date wanted9 , 2s `1(e, a.m. Requester: bOm Phone No.: 2L13_3'4 Approved per applicable codes. [Corrections required prior to approval. COMMENTS: as ice►' ! rt-.. Gd 11.2eG t.4 a S - CY►S it 1-/O Dr31.4 N) Hs) RAM f z7 -(ILEV ,.,TARc--7- 141W0196.1%.) 1 2tt*-- D(- DvcA3 MAAN "i,c'9 LM4..4..S Po" 12.0 At.r2 Ao l L P.A -ov►.. 4) - 0%L- ("LIc.WAtlP Nb i r r► C Laa<`9 fic1 APPKo '1At- -. f fir, 4 Inspector: Date: 9/25/9(1 $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: t-4ss14.4 r.'�.tn...5.,�ita -•51..,..,,.,..,x.,... ..t:~H:�Tt vJiLLTL' dY. �YtL*+ avw. .x+oo+.... +rwww.arv¢cSY. /G3VY•y. Yr.-." i:.. i�sxl. uir�Nxua�i't• P.:• 1aHE' SWf1t:^_ tL ^.i`1M^3YV:L"K'YUl^l'+F':S�f4'X :'; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188\A •►. PERMIT NO. (206) 431 -3670 o ' ✓ � Typo jins ection:+ A . tA, L . . M re4i 5 A km/i v- cT/L— <=",^ 6 Apt +-0E" p€1,)c -nt T -to►.1 S Date called: 9_ z 3_ 9 ,3, Special instructions: FARE -'J P. M . %(�E 1✓� Date wanted ' Z, ` 6 a.m.. Requester: Phone No.: 7--`1 3 - 3 5T Approved per applicable codes. pj:* Corrections required prior to approval. COMMENTS: M 6iYVi'ri- ' ` o A , its r" rt,...c . . 0,. ,so► cA a (-i (_ (AIM 7742o(A6/ km/i v- cT/L— <=",^ 6 Apt +-0E" p€1,)c -nt T -to►.1 S 1A0 ► -T 4-- .\ ,3, 4.. -`Ftn-►,,c-s; Jcct a , 'v e . GA NI 6.E' A / /cial-12 Arm t N 1 •i'z0 . Inspector: [I Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: .r al. `.i'!'..6i !iA:' - 0.0t _.• J. 4 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206) 431 -3670 P60 s l) ...ril l ' TIA�� ction: FRAM/N6 gdir r as 3 s Date called: , 23 _ 510 ,Special instructions: 02 17. M • PtEfi.55 Date wante Li Cj co itpo Requester: O _ 1 Phone No.: 2LYt 3 3354 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C it..eLec+--1.,t3 I Tic s i 1i N, (P, qi /3, 1q, I C Arm I & um. , `q fit-co-c— /1f- r r'• i. • 2` Ftsom- L Kc o ."'1,r9 rt.L.Y — S 11i 1A-.- PA t-k t./. AI L G r S APP(tav€O• • r r\ Inspector: Date: r Z 4 _9(0 I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: • . __ LLi:.a _a'. rT,W�f,........ ... xmxnlsw.:i' axis :lss.^KTr;+tyx�t.X'"•?�WJA`5: •.. .. 4+ 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 Project: &ACV—N9— Type of inspection '�C 0 l-' .- /A- flit." ,nr }t�4 4 - jl4eL3o + tf,-;:t,4s1)..Es, t &At • Address: Date called: ' C. c9' ttS AT r I<_ tsk-ty Sc a 1 AL F E -sue, 7 Special instructions: . of � p o� Date wanted: q 2,3) 410 a.m " J Requester: Phone No.: Approved per applicable codes. FK.Corrections required prior to approval. COMMENTS: f vn l c- 1,..k-9-- P t n c: e, PI' /� -7-<- .arty 6 i 1i .- P r c.. f k.P P- -r�-�-Pm't,),JS r,J - ! TO 41- S eX' G% r l '4, tvl , , - .I,� ,L ;t..: <' 0 l-' .- /A- flit." ,nr }t�4 4 - jl4eL3o + tf,-;:t,4s1)..Es, t &At • iS D oc--rN a i -9 tva>„ - I rJ a*, (26 Cis oar,, rte- , 12 - Cfl LT Cc7tJ D,r r" (��14-3T1c ► yi I elf t, Act.: tviyos• seAL ' C. c9' ttS AT r I<_ tsk-ty Sc a 1 AL F E -sue, Qa I1L]�,`- > 0p? t1 S t 9 gat -TS. Gey.rc-47.4 0 0. (^AA L.)6,...A ►iS Nro r` to t w. ,12 ,0 . _ g- `�' et .4-0(L_ , N I S r--‘40 cam. s;)r.A Ps — Inspector: Date: 9 i,s c) U $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: .,... . . .. .a,, ....,. fur,. oZ. _ L INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ProjectC/ij ( J5q L) GL.e pttaB�EntS Will S j4f" `PAIL. (did - (DOWNS. Type of inspection:(( /- I•/� -Q�+' Address: :1 s t 5.41 , C r Date called: 01/2.,3/ t OP p.m. Special c,6dtl./C„,,--1 'N '' .f4- instr lions: , I ` r�tC -- t v.r SP t Nv 8 `"-- -: ‘ +' `Date wanted: / i� t 1 lQ equ ster: DcwL R) Rh (6t — *Pi, "T.t otJS f L uh-sr wpr,L. ' or Phone;No.• -L f,7 ,- 2-a)s-14_, Approved per applicable codes. [....Corrections required prior to approval. COMMENTS: )r UN, i 12.1- 5c. 6)1_6 7.0 rule._ jo).sr L) GL.e pttaB�EntS Will S j4f" `PAIL. (did - (DOWNS. 3) Ps'Wv ' torS oJTX riieS RMAr 1)4Sut. gi br) Put-um-VT MC-4.__O AcA416W fi R.f StAL t,.6r . 41 AM Gi+00- Wyt,,'•r0 pa- I N l.cA. • My., /z/, S Ft ' blkC r TOni& (2-Ail2 ' WA L. L— t 0 tin \`U4. /1a)40:11 4 6Q d T I1/Ver44 (4/vM - 6o 6tgAcErs mvs.S 4Y0 14-134 7 Pilavt 0 niet 4 . f- 571 -7.A.:41,_ Fo(L V ca4eA -hn ,, 5eit,Ntt Lat.4 T.) SriA19 tM u rriA• Tt7.9 i Ti S P a-, 0 KL•'IL. (LOW . �) ANGt4a� V.1 AU., IFS SpR „.1ki.tt //.at)m . --1 o el-e4• S t t -1•oL- pawns (14 )} •M.- wprt.t..- AQh hmSSt &. it rim. (1.3.1.1-9s 131.u.k,aG kit— wM,c- aro P. shni NoMoawa. R) Rh (6t — *Pi, "T.t otJS f L uh-sr wpr,L. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must bepaid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 1� tt INSPECTION N INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 Belo - 0016 PERMIT NO. (206) 431 -3670 P 51 , ` `jS Type of inspectfere A n^ N El V` t9 /tN i., 1�e 1 �.. .. AV Date called: 9I"'_) 9 Special instructions: Date wanted:q .... Z p _ G)6 1 j a.m p.m. Requester: l�oN Phone No.: ZL' 3_ 335 iitji,Approved per applicable codes. COMMENTS: Corrections required prior to approval. s j ,74D0I- / $42.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: se '. _ __ k. _.,e.......�. ,._!'G:fiJ..."1.2�h ..3`�',2". z'w.:. e,v'•t `. i i:.- _x INSPECTION NO INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (A9 00145./ PERMIT NO. (206) 431-3670 r ti-6,f...b srA 0 , Re insmioviimel tioquAt-/ VSettA 53 Ail (Ai Date called: ct_ 11- -Ito .,,s Special instructions: Date wanted: 1 zo .,. ; 0 19-m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: m, >1 t! /d, Gr-3•7 e() de.44'7,2?ezi,42' it4 Inspector: Date: $42.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0.12.6.......,■10••••■■•,,11,1^0.100.8104.411. IP CD-7Z' PERMIT NO. (206) 431-3670 Projectil4ezv1/4.tbd s J) of inty4741.4 F1(&14" Address: is+si 5 . 3 Date called: of .„ i -__ 9 y " Special instructions: Date wanted: p(:) P.m. ReqUiister: Tjts-ks r Phone No.: _ Approved per applicable codes. COMMENTS: OL Corrections required prior to approval. 4 1 $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 NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 •.,,.rr ...,c., ..,..c,...., .-«,.,.., v.. ..»o„v..,,w.r..rao-..awuv...,rr, • INSPECTION RECORD Retain a copy with permit Bgto- co) PERMIT NO. (206) 431 -3670 Project: Type of inspection: R— W Address: Date called: Special instructions: Date wanted: 9-11 —c1 (p .m. Requester: N Phone No.: [Approved per applicable codes. Corrections required prior to approval. COMMENTS: VA. (ma — sac_ CAI Ltd 6 vf- �-L.- -- L—-1 Era , ( w h c t._-. - t, Lwu.. i Q'F{-t� c1" A • ► r1 . QF Z4 ` .•_.i. i '•11., A. A 149 M St a. :.■ .■ ... 0 .. ■ Inspector: cJcN,.31 Dater It -cV n $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: L ri INSPECTION NO. ti INSPECTION RECORD - Retain a copy with permit J� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 F,h1 -r-Ak-1 iteocpn,tegAti:7107 1 it- Date called: 9 10 - 9'to �Sid�4 AV Special instructions: Date wantedq C i - II- % p.m. Requester0.1 Phone No.: 2 � (h2-+ - -.-1- Approved per applicable codes. [X Corrections required prior to approval. COMMENTS: Noct- At9 t..xilk 6uN too► G. C--,ti- z-- e="filk,-/-i— A.-6-- sz\V-Z-.A-S-AITY tS I 0 coN, evirm • 0 [Inspector: Date: 1-0- qt/ $42.00 REINSPECTION FEE REQUIRED. Prior to inspectigri, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to scheduler inspection. Receipt No.: Date: -- -,.. _, _+ri.....1.L...n...+.�. _ e�.•- +�L^.a.s.,!•_.S .., tiak . tut iw14.A'..A9lM _ ... �•+Li.:�Y� tti rl ,.:L,"}i. ;Yc°.:3'iSL:*attra.w,rwwv.— INSPECTION NO. yew.. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 9818: �� (�O6) 431 -3670 Projec G- Fitact... NAtt -t 05 f (N CL4 rJ Cit Type of inspection: ite:e--(5 Address: ) 5 L �' 5 5 Date called: 07/4 I�•9 Special instructions: Date wanted: 9/ s-/ col- a,c_m) Requester: 1 Phone No.: j p,, r 33 [Approved per applicable codes. Corrections required prior to approval. COMMENT'S`:: G- Fitact... NAtt -t 05 f (N CL4 rJ Cit ii, - (Q MLA P S A L-o Ca C 5-)-- C: L PAC. . Inspector: Date :q $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. [ReceiPt No.: Date: « Y]c?ui �: .,`."`iStiV.St2z iaa.?. 2er., eu* rrM+.+....«,..-.,.... ..- . «, »,- .- ....�.....,....•.... w......,.. ro-�.....,..*.-.,.v.......... w.......... e..., a�crM.....y..*..+.s,a.,..�w.. +, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: EXz� S -5-1 Type of insp ction: i-l•art- WAus Address: S�s' 5 3 S- Date called: _ _ Special instructions: Date wanted: q [S 1 6 I On p.m. Requester: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: -5-1 j camel (L_ APp'v9. Z `'��` mow- Af (,uov'eP �1c C.,—=err e-rt— St t.t,,,_ w4,1 L t tJ E(AI..S,d. C1e1ai G lTh C,[-uR ... ln/A.0,..- _ _ t___ n Inspector: Date:1(S /'i'(p $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. LReceiPt No.: Date: INSPECTION 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431-3670 Project: 54,.. 5,141 Type of inspection: 9.-OCSt Address: i s-ti5( s . Date called: 7 c740 Special instructions: Date wanted: 5 1_ (fir 9/1i P Requester: Phone No.: — 74' 53s4 Approved per applicable codes. Corrections required prior to approval. COMMENTS: SpGr-kAk-- ,SAMArr.. S, niGg Of".., 0 V-411-eNkt-t SirE t■)0 Inspector 11 1 Date: "fS $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. receipt No.: Date: w .0.7/.........314==t411}.01.1%,...4...-1.1501400,11,... INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: Type of inspection: l Address:/ �S� 3 s Date called: 3 Special instructions: 2- �"' t Suuwµ►i9S Date wanted: / q (3.- ko a.m. Requester: i Phone No.: pproved per applicable codes. Corrections required prior to approval. 'COMMENTS: 2$ S u (6 w1A.c.S , 2 Ft. fh02 , f Lkl h.,A I eIG APPR-Uvnt.. . StA I d t Z / i Inspector: 9 (v $42.00 REtNSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Lc0it No.: Date: INSPECTION O. INSPECTION RECORD , Retain a copy with permit i { CITY OF TUKWILA BUILDING DIVISION ... 6300 Southcenter Blvd., #100, Tukwila, WA 981884 PERMIT NO. (206) 431 -3670 Project' A I _t.. ... Type of i ection: t, �t4 M Addressl 54s 53 Ay 5 / Date calle \ '; y'/ Special instructions: . Date wanted: 01f3 m " Requester VV v v Phone No.: w *jar., ?„4,3,2)c Approved per applicable codes. Corrections required prior to approval. COMMENTS: c__ bit-- TO CA"A.rni -- '01.6 , v.x w U.r.n, AR..,01 -3 yF-0.g. jar A • et...-0,- c,t4) 1. _ 1' Inspector: c__ �`r �, Date: q f ) c,t4) $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: S'j INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 M56 oa%S PERMIT NO. (206) 431 -3670 Proct: eLd Type of i spra action: Address: »; 4" 7 .s...3/1" a . Date called: raa Special instructions: Date wanted: yt .3 3 a.m. cPrt/ Requester: Q ay. Phone No.: g 4/3 -335'% ryilApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: ( : \. Di Date: El $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Projec a ,� jj Type of1Ppection Address: l ,cu s r 5-3 QU d S . Date called: V:Pa l- Special instructions: Y, Date wanted: 8. /S3 a.m. .QM) Requester: Phone No.: ,W -33SV Approved per applicable codes. LAC Corrections required prior to approval. COMMENTS: C t ItZ 6,17614 -- — IftA CZ it Z. -tom n1 S ,,,,, l- IIM( Y, 0 MA . L P cil.Ajo0, M1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: 7.,,i 1;5+v4rti e:"44:It ;: w ;;;LI.(.,.'?Ctti_:rtt�i! j7/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1396 -oo)21 (206) 431 -3670 Proj=c • v r, .i 4 1av Type of insp ction: ■ . .r_ \ 4 —`r —Au 1 i Address: /54/5-1' 531" a .3. Date called: ` %o Miz• ► t S o f Special instructions: < ,11,..4-Rohe. &00_4) __ Date wanted: 8 a.m. Requester: Phone No.: Y.S -3 51 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Miz• ► t S o f s I TE% t"1 $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: ,.. Rff.. _ ru. ._._.. r_ .::rci- .••..�i•in?�•,'O•+.X7S•. _,:".•?�.tfi �M.�+JY. .a...S.N:ti.an •._.r�r_. a.. .. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: .• I ! pL.,A0. S(rve-x..4 L- "14te'144 liS /i-l6 . Type i f inspection: / 3 Address: J 5'I 51 573" a II Date called: Date wanted: / !(�, a.m. p.m. Special instructions: Requester: 6'ti.N Phone No.: y _2 -33S/ Approved per applicable codes. [Corrections required prior to approval. COMMENTS: t i ANCk- 2,0ur SP Act ►JG t-' 14(yT pet_ pL.,A0. S(rve-x..4 L- "14te'144 liS /i-l6 . z--) 00+ -o o-c)u1.3 s N A $ A wva z..e py) 1..0 v . 3 5740A A_ `t4j4 t.i .- /vA+ 1-6JC7 .t,. erP..i 4 tx-rn S , s-o r„'c- ',JAI t. i A it.E d %A.-IV-PM vk- J. SPACt >`1 CI N 61— P <,c_ ,darn), Inspector: ityq $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 Y.'�QPI,'.4 '� Hail: �.fa+v= u''•.!Y"�5'iL.':.'S7._r_ ....,ft6:_» INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Ego -D075/ PERMIT NO. (206) 431 -3670 e w bf✓+J ( INN Type of 71 N1 w Ati...s gc4s1 5 AU S Date called: g, l2 _ l ` e-ci zJ Special instructions: 0 1 P M M. -TOM Date wanted:, z_ Tc ii a •I. p.m Requester: `— Phone No�J�3' 335 , Approved per applicable codes. Corrections required prior to approval. COMMENTS: ` e-ci zJ -Sperm- cSV\ Lac, (AA-re) )4 ` ,vc , k C- J '4 ``-\� Z . Icy 'n1_"SIP;L- 1 $42.00 REINSPECTION FEE REQUIRED. Prior to i spection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD -6073' Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: '- Type of nspection• .iri.d'tcn Address: �e 154/5-J S3 .,,r S Date called: g/ Special instructions: JA &4) _ Date wanted: 94 a.m. Requesters Phone No.: 93 -335 Approved per applicable codes. Corrections required prior to approval. COMMENTS: •rJ- $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Projept. / 4.4/„.aid s Type of inspection: Address: is45 1 3 Date called: 56_,i Special instructions: ^r"vt Date wanted: a.m. GIP Requester: Phone No.: a,/3 _ .35 Approved per applicable.odes. Corrections required prior to approval. Inspector: Date: 7—(3/ $42.00 INSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: .. - a. - .,t 'li r. i..:._:..,.._.�..3a...,�...4 �.,..d.....-. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project oteb 5TA`I Type of inspection T, € 5 S14 /-1 .t ?f Datecalled:1`2r `�6 W pp `ecial instructions: U sPPc. i, p P 2tc Pm. Date wanted: a.m. - Z� ' p.m. Requester: \o� J Phone No.: z'.4 3, 3a54 r 1 Approved per applicable codes. COMMENTS: i Inspector' i 1` J $42.00 REINSPECTION FEE RE . UIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Date: Receipt No.: Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 INSPECTION RECORD Retain a copy with permit PERMIT NO. 2Qfi) X31 -3670 Project: ? rE- 74 on -STA t Type of inspection: h }� �y, - - Addres1:s.�5/ S l c- Date called: -�� /� rZf Ac_- Special instructions: ?e1 - a , - Date wanted: ,- ..,/ ,/,..,- �`�'fr a.m. Requester: lit-) Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS._ - _.---- .._ -...- ( rZf Ac_- r i.)Se a , - -- Pr \rf- Ly A L-- Inspector: I1 ,a"*"." . Date: .7 9(P $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 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Pej ct: N b ` b 5 n, I- Type of inspection , A 8 {� U i) G 3 A ij Date called: _ ' - q(4. Special instructions: 1rt1� „ li P' an Too A.jo. Date wanted:,,' /G 44411° Requester: �OK\ Phone No.: z/43............9.4 Approved per applicable codes. ENTS: Corrections required prior to approval. Inspecto I dL Date: $42.00 REINSPE TI'1 . 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 6— 00751 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206) 431-3670 Project: 64 il-e4"/ ch/Of Type of inspe. on: Date called: JP. 4. _ Address: Special instructions: Date wanted: a.m. Requester: Phone No.: n Approved per applicable codes. Corrections required prior to approval. ye-5/4zr-c4 gia lnspecto 1 I Date: -14 $42.00 REINSPECTION T EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECT IN NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431-3670 T.AecittNba) c.,rm T=smiiis:t, viivis Address: ILIG 7) AV 9 Date called: -7-3-1"G Special instructions: lAgpec . u\5p. 0 1200 pm (DitaiiteInted:_i .... 31:). a Requesterboo Phone No .224 .5 _ Approved per applicable codes. Corrections required prior to approval. COMMENTS: rc f T S 6 411/ - jararze or Inspector' Date: Lill $42.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. Receipt No.: Date: • „_ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 T: r. .:::.�•aaa »v ^.T.�::1a:•a:snzcrn :nexre.tr. s". -nzv wri INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Project: Q 'tic" -1o,a) 31`4 Type of inspection:" C.■•C- • t> Address: I sass , s3 S. Date called: 7- Z " 6N t.. L.y ckl Special instructions: ) F-e <evJe evA Date wanted: a.m. Oip t1ay FcY Requester: a /r _ Phone No.: 24.3_13s4 p F'�5�- e c Approved per applicable codes. Corrections required prior to approval. COMMENTS: t> ( `'� -t vk.S 1 o1-+L B'l'eb+'■ 2--.) " 6N t.. L.y ckl .% 51'eLT1 ri y ) F-e <evJe evA LkP -e'CS ~ w>'e `AA 0 CA.‘.._ S\L)Vu‘ Oip t1ay FcY i /r _ ti 4 or — , p F'�5�- e c 1+e. ttt...- (:) G \A-w+.,_ c LA a pQr(3vc...- Inspector: $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: zq ",.,,.. �.,.,. �...„ "..,.,.a...........�.,a...+.m.v =mow»:..., INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 59to -(X l PERMIT NO. (206) 431 -3670 6.0 30) ,' 11\1m Type of inspectio%5 ( 1A167s ) .. ! v 5 ~ Date called: ( _ �� _96 SpSidra ecial instructions: wb • p6p ��✓_ . (:06 P A1, Date wantecit0 _27_94, (Q a.m. Requester:b+N Stu (� J(J Phone No..2, 3 . f -1 )Q Approved per applicable codes. COMMENTS: Corrections required prior to approval. Pe-Cr A-` r w Spy- c�rt1/L pH`of _ c, a F 141 7-r-- F (S or.) S r T Inspector: C.-) J C j , Date: ( 1,1 IJ $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 . �.. �........ .,.»gw.�a.uscurcmansrKrtv+mcurrn vex�v.Mrar �.x. mama +�.wmsc�s.a.r.�m.�+ua+.sarc; INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Project: � -N'?u D: J � � m ob Type of inspectio : col /'L c c Ns i . LG, cqr Address: / c. ,,//J 53 �,,a( Date called: C ,. Special instructions: t AL.4 -- Fox. A T ►nom Date wanted: C� - 1�^ a.m. p.m. Requester: Phone No.: 2 q 5_3,7_54 [] Approved per applicable codes. COMMENTS: Corrections required prior to approval. tcz CQnl5T A 6 'OA Inspector:. / Date: LG, cqr _ $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: %YrNh!}. r..rlG.�.l:dri.�k.•''�e.:.a.r', ... -..,.. :S.:.i:: OTTU ROSENAU & ASSOLiATES,INC. Construction Inspection & Material Testing 6747 M.L.King Way South, Seattle, Washington 98118 -3216 •TeI:(206) 725.4600 •Toll Free:(888) OTTO-4-US • Fax:(206) 723-2221 WBE W2F5913684 • WABO Registered Agency • A2LA Accredited Laboratory RECEIVED January 27, 1997 City of Tukwila Building Department Attention: Mr. Dave Larson 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: ESA Tukwila 15351 53'a Avenue South, Tukwila Mr. Larson: Permit Number 96 -0075 JAN 29 1997 COMMUNITY DEVELOPMENT We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforcing steel 2. Epoxy bolt installation 3. Hold -down installation 4. Shear wall nailing & framing 5. Structural steel erection 6. Field welding 7. Reinforced concrete Copies of all reports have been submitted to your office. Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Suomi eacm -nct u - YYI ca.¢.r Susan Rosenau -Moser Vice President cc: ESA - Jobsite via fax, Office - via mail Magnum Enterprises - Jobsite via fax, Office - via mail Geo a Engineers City of Tukwila 6300 Southcenter Blvd. Tukwila, Washington 98188 Attention: Mr. Dave Larson January 29, 1997 Summary Letter Construction Monitoring Services Extended Stay Inn Tukwila, Washington File No. 4830 - 001 -10 RECEIVED JAN 3 0 1997 COMMUNITY DEVELOPMENT Consulting Engineers and Gcoscientists Offices in Washington, Oregon, and Alaska INTRODUCTION This letter presents a summary of our construction monitoring services related to the construction of the Extended Stay Inn. The site is located at 15451 53rd Avenue South in Tukwila, Washington. We had previously performed two phase 1 environmental site assessments for the property, the results of which were presented in our "Report, Geotechnical Engineering Services and Phase 1 Environmental Site Assessment, Proposed Hotel /Office Building Site, Tukwila, Washington" for Bedford Properties dated March 19, 1990 and in our "Report, Expanded Phase 1 Environmental Site Assessment, Proposed Extended Stay Inn, Tukwila, Washington" for Extended Stay America dated February 5, 1996. Preliminary findings were reported in a memorandum "Preliminary Findings, Environmental Site Assessment, Tukwila, Washington" dated December 12, 1995. We provided our opinion that the risk of environmental liability associated with the ownership of this property was low based on the results of our studies. In our geotechnical report " Geotechnical Engineering Services, Proposed Extended Stay Inn, Tukwila, Washington" dated February 7, 1996, and our letter "Addendum to Report..." dated March 14, 1996, we provided recommendations for building foundations, backfill compaction, structural fill, pavement subgrade, drainage considerations, rockery construction, and the detention pond. Preliminary recommendations regarding location of the detention pond had been reported in a memorandum "Preliminary Geotechnical Assessment, ESA Development Project, Tukwila, Washington" dated January 25, 1996. Our services also included attendance at the weekly construction meetings. It is our understanding that copies of our Field Reports GeoEngineers, Inc. 8410 154th Avenue NEE. Redmond, WA 98052 Telephone (206) 861 -6000 Fax (206) 861 -6050 Printed on recycled Paper•. City of Tukwila January 29, 1997 (. Page 2 Nos. 1 through 44 have been sent to you. Please contact us if you need additional copies of any of these reports. OBSERVATIONS We monitored, evaluated and provided recommendations regarding the suitability of on -site soils and import soils for use as structural fill; backfill compaction of sewer, storm drain, and water trench lines; fill placed in parking areas; exposed building pad and footing subgrades; seepage emanating from cut slopes; backfill compaction and subgrades for keystone block walls, retaining walls, footings, curbs and pavement. These services were provided on an intermittent basis from June 6, 1996 to November 8, 1996. A return visit on December 20, 1996 was completed to take cores of the parking asphalt and the results were reported in Field Report No. 45. CONCLUSIONS Based on our observations and evaluation of the earthwork and construction accomplished for the Extended Stay Inn building and parking area, we conclude that the project was generally completed in compliance with the plans and specifications and with the intent of our recommendations. • 0 ■ Please contact us if you have any questions regarding the content of this letter or if we can provide further services to you. Yours very truly, GeoEngineers, Inc. Kenneth G. Buss, P.E. Associate EAH:KGB:vvl Document ID: P:\FINALS \4830001.SL Two copies submitted cc: Dan Sterns, ESA G e oE n g i n e e r s File No. 4830-001 -10 -1130 Geoki Engineers City of Tukwila 6300 Southcenter Blvd. Tukwila, Washington 98188 Attention: Mr. Dave Larson January 29, 1997 RECEIVED JAN 301997 COMMUNITY DEVELOPMENT Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska Summary Letter Construction Monitoring Services Extended Stay Inn Tukwila, Washington File No. 4830 - 001 -10 INTRODUCTION This letter presents a summary of our construction monitoring services related to the construction of the Extended Stay Inn. The site is located at 15451 53rd Avenue South in Tukwila, Washington. We had previously performed two phase 1 environmental site assessments for the property, the results of which were presented in our "Report, Geotechnical Engineering Services and Phase 1 Environmental Site Assessment, Proposed Hotel /Office Building Site, Tukwila, Washington" for Bedford Properties dated March 19, 1990 and in our "Report, Expanded Phase 1 Environmental Site Assessment, Proposed Extended Stay Inn, Tukwila, Washington" for Extended Stay America dated February 5, 1996. Preliminary findings were reported in a memorandum "Preliminary Findings, Environmental Site Assessment, Tukwila, Washington" dated December 12, 1995. We provided our opinion that the risk of environmental liability associated with the ownership of this property was low based on the results of our studies. In our geotechnical report "Geotechnical Engineering Services, Proposed Extended Stay Inn, Tukwila, Washington" dated February 7, 1996, and our letter "Addendum to Report..." dated March 14, 1996, we provided recommendations for building foundations, backfill compaction, structural fill, pavement subgrade, drainage considerations, rockery construction, and the detention pond. Preliminary recommendations regarding location of the detention pond had been reported in a memorandum "Preliminary Geotechnical Assessment, ESA Development Project, Tukwila, Washington" dated January 25, 1996. Our services also included attendance at the weekly construction meetings. It is our understanding that copies of our Field Reports GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (206) 861 -6000 Fax (206) 861 -6050 •P, nwd on recycled paper,.,. � �» i�;• t:: 4t�iaA a' �w: s,.: �+ wa ...w�,.�...»...a.,..,.._._..._. _.__ . City of Tukwila January 29, 1997 �. Page 2 Nos. 1 through 44 have been sent to you. Please contact us if you need additional copies of any of these reports. OBSERVATIONS We monitored, evaluated and provided recommendations regarding the suitability of on -site soils and import soils for use as structural fill; backfill compaction of sewer, storm drain, and water trench lines; fill placed in parking areas; exposed building pad and footing subgrades; seepage emanating from cut slopes; backfill compaction and subgrades for keystone block walls, retaining walls, footings, curbs and pavement. These services were provided on an intermittent basis from June 6, 1996 to November 8, 1996. A return visit on December 20, 1996 was completed to take cores of the parking asphalt and the results were reported in Field Report No. 45. CONCLUSIONS Based on our observations and evaluation of the earthwork and construction accomplished for the Extended Stay Inn building and parking area, we conclude that the project was generally completed in compliance with the plans and specifications and with the intent of our recommendations. • O ► Please contact us if you have any questions regarding the content of this letter or if we can provide further services to you. Yours very truly, GeoEngineers, Inc. Kenneth G. Buss, P.E. Associate EAH:KGB:vvl Document ID: PAFINALS \4830001.SL Two copies submitted cc: Dan Sterns, ESA GeoEngineers File No. 4830.001 -10 -1130 u C.: EXTENDED STAYAMERICA E F F I C I E N C Y S T U D I O S Dave Larson City Of Tukwila Building Division 6300 Southcenter. Blvd. #100 Tukwila, WA 98188 RE: Extended Stay America Tukwila, WA Dear Dave, Per our onsite discussion today regarding partial occupancy of the hotel, ESA accepts the condition that all corrections from your inspection today 1/27/97, on report #68 will be corrected by 4:30PM 1/29/97. In the event that all corrections are not completed to the satisfaction of the building officials, by the date above the partial - occupancy will be revoked until such time that the corrections are completed. ESA understands the occupancy is granted for 1st floor rooms only. Please contact me with any questions at 206 - 453 -0265. Allen Wytten Construction Manager Extended Stay America CC: Ray Martin MEI Dan Stems ESA etps, „se 7t61(- un'Qt514,L4 CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED DEC 1 3 1996 COMMUNITY DEVELOPMENT REVISION SUBMITTAL DATE: Pee. /2, PLAN CHECK/PERMIT NUMBER: 396- 00 75' PROJECT NAME: EXr6vOED 57:v _d/fit-E c4 /.r/4-/ PROJECT ADDRESS: /Cif / ir/F. 5. CONTACT PERSON: av/evCEi2,i1Of'Cc`",c' e PHONE: S 83 -803D ,4/0A/ ,4 cn / /TEGTS REVISION SUMMARY: /P/C1° �U�sr-RaO.44 4 171<,ev.i1 2C8 /gee/&- ''/7' - '.1 r /V,14/2,,,4P 9& srwoo 4347-4//242-45 /D5 f /.0 f /// GSA /ES Z R4/ cCve)ree / Z.iTED /sec. /2, /9 9a ,4Y2aaeE774i /p 3 2, // /iAyD /GAP /,j,/m/ /LA.t/ /44a 6GE4,77,D // RATE CITY OF TUKWILA APPROVED /996 SHEET NUMBERS) A- 7 :,Poa'-i fl4A)S S/-7 si /,1/4 -7 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 4?o.8 e O /GTo DEC 1 6 1996 AS WWEU 3/19/96 ARCHITECTURE & PLANNING, INC. 1 ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030 FAX: (206) 583 -0708 MEMORANDUM TO: Bob Benedicto DATE: 12/12/96 Senior Plans Examiner DCD, Building Division PROJECT: ESA - Tukwila #806 City of Tukwila 6300 Southcenter Blvd. PROJECT NO: 95024 Tukwila, WA 98188 RE: Building Permit No. B96 -0075 Revision of Handicap Bathroom Grab Bar Attached is Bulletin No. 32.1 for revision of the grab bar behind the toilet in the handicap bathrooms in guestrooms Nos. 105, 107, 109 and 111. In the handicap guest bathrooms, the grab bar on the wall behind the toilet, while being designed by ESA's prototype Architect to comply with A.D.A. (ANSI A117.1) requirements, the back grab bar does not meet section 1106.11.53 of the Washington State Barrier Free Design Amendments in the '94 UBC. Washington state requirements often exceeds A.D.A. The handicap guest bathrooms do not have the required 24" from the center line of the toilet toward the open side of the toilet. There is about 12" to 15" from the center line of the toilet to the side of the sink. Custom grab bars will be fabricated to start at 12" from the center line of the toilet on the wall side and will run along the back wall for about 24" and then bend and run along the side of the sink for about 18 ". We reviewed this grab bar revision with Loren Brown at the Washington State Building Code Council in Olympia. Mr. Brown said our grab bar revision was O.K. to him, but final approval had to be made by the local building department. CITY OF TUKWIU1 APPROVED DEC 1 6 1996 AS t' U1 EO Royce A. Berg, resident BuILDIMPI rMrtath~tl LPN Architects and Planners, Inc. Attachments cc: Dan Sterns, ESA, Inc. Ray Martin, Magnum Enterprises ARCHITECTURE & PLANNING, INC. ROYCE A BERG, ALA, PRINCIPAL Y. KEN K CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030 FAX: (206) 583 -0708 7.1J1 -ruz APrZoN_ ALECK .Liri2ORT N11��.BLE: si 4K PROJECT: ESA- TUKWIL.A .8'a SHEET I OF PROJECT NO.: 6024 BY: G J K DATE: 10 DEC. 614/ ZI -GI 1,1 0.Al1 SAL. MOUt iTL E. TOP .1 I∎ _.:THOU EOt4 II I -C* A51 i3ULLETII�! NO. 32, I!rb �.a"rAI!-.IL e2 '7 STEF ffiZA$ PAR G U STorri AB21GAT,5,17. r IE-L.D YE-I' I FY ' I -E. 4 shiAp . ik AGGES I1L ....Tt V SHOWER J MCP 15ATH SCALE: 2 = I - O° WALL. MOU t iT>rt CTg.Ar .CITY . -OF. TUKWILA APPROVED - • DEC 1 6 1996 • AS NOTED • , BUILDING DIVISION 265 ISTERED ITECT STATE OF WASHING N P.P11ATH ..:pL.A1 SCALE: /mil V +r��� 1 ARCHITECTURE & PLANG, INC. ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 RECEIVED DEC 13 1996 COMMUNITY DEVELOPMENT PHONE: (206) 583 -8030 FAX: (206) 583 -0708 TRANSMITTAL To: Re: Bob Benedicto DCD Building Division City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 Building Permit No. B96 -0075 Handicap Bathroom Grad Bar Description: Date: 12/12/96 Project: ESA - Tukwila #806 'Firoject No: 950,24 *t_E CCp(4_, CITY OF TUKWIiA APPROVED DEC 1 6 1996 AS rrOIED BUILDING DIVISION 4 Copies each with City Revisions Submittal cover fleets and cover letter dated 12/12/96, Re: Handicap - Bathroom rab Bar and attachments: ASI Bulletin 32.1. dated 12/12/96 Remarks: ❑ Sent per Your Request ❑ For Your Use /Reference ❑ For Review /Comment ❑ For Your Signature lEif For Your Approval ❑ For Distribution ❑ For Your Records ❑ Other Via: ❑ Mail ❑ Courier Hand Deliver ❑ Overnight UPS ❑ Hold for Pick Up By: Royce A. a er CC: Dave Larson Building Inspector, City of Tukwila; xmittal only Dan Sterns, ESA, Inc. Ray Martin, Magnum Construction CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED DEC 13 1996 COMMUNITY DEVELOPMENT REVISION SUBMITTAL DATE: Per. /2, / ?fa PLAN CHECK/PERMIT NUMBER: 396 - 00 75 PROJECT NAME: 5XreWOC.0 57:oj' %4/ e coo - /4/Al PROJECT ADDRESS: /595"/ 53/1/.>' 14!/4, 5. CONTACT PERSON: a:4/ / /(E� / yCE &E•P.- PHONE: 5 83 -803D /0A/ ,4ll�r,�rrcGTS REVISION SUMMARY: /1-ZiAz /G.4P 4 -V77`e iM' r�.49,E0. 'c'x' ' asv Zasriu CU57-DX7 twee/ 47rz, u/AG 4E/11/4) p rye revee i v ,o da /G.a,' 9 7 1 7 ig47-V4411 5 .r'/os. /OS/ /07, /O 1 ///. intvievs of Z'°' cove: 'c6'7 e/ I�iJTEO /.>Ec. /2, /996 f Afs//3z,aEr7,fi 3 2, // �{, wz','c,1P fir/✓ ra "A,d f / a 64e1/172e.C// ,oir e D CITY OF TUKWILA APPROVED lJac. AO, /9'6 DEC 1 5 19,96 AS NJ1EU BUILDING DIVt3ION SHEET NUMBER(S) A-7 : fie/Ws VA- 7 s /,A -7 "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: /go/3 ige-41EO /GTo 3/19/96 ARCHITECTURE & PLANING, INC. 1 ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030 FAX: (206) 583 -0708 MEMORANDUM TO: Bob Benedicto DATE: 12/12/96 Senior Plans Examiner DCD, Building Division PROJECT: ESA - Tukwila #806 City of Tukwila 6300 Southcenter Blvd. PROJECT NO: 95024 Tukwila, WA 98188 RE: Building Permit No. B96 -0075 Revision of Handicap Bathroom Grab Bar Attached is Bulletin No. 32.1 for revision of the grab bar behind the toilet in the handicap bathrooms in guestrooms Nos. 105, 107, 109 and 111. In the handicap guest bathrooms, the grab bar on the wall behind the toilet, while being designed by ESA's prototype Architect to comply with A.D.A. (ANSI A117.1) requirements, the back grab bar does not meet section 1106.11.53 of the Washington State Barrier Free Design Amendments in the '94 UBC. Washington state requirements often exceeds A.D.A. The handicap guest bathrooms do not have the required 24" from the center line of the toilet toward the open side of the toilet. There is about 12" to 15" from the center line of the toilet to the side of the sink. Custom grab bars will be fabricated to start at 12" from the center Tine of the toilet on the wall side and will run along the back wall for about 24" and then bend and run along the side of the sink for about 18 ". We reviewed this grab bar revision with Loren Brown at the Washington State Building Code Council in Olympia. Mr. Brown said our grab bar revision was O.K. to him, but final approval had to be made by the local building department. Royce A. Berg, resident LPN Architects and Planners, Inc. Attachments cc: Dan Sterns, ESA, Inc. Ray Martin, Magnum Enterprises CITY OF TUKWILA APPROVED DEC 1 6 1996 AS NOTED BUILDING DIVIBION ARCHITECTURE & PLANNING, INC. ROYCE A. BERG, ALA., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583-8030 FAX: (206) 583-0708 AprzoH AkiciLEP • sit-4K I.Jr2i2aRT c-61.:TureeP MAR.BL5. •sINK. PROJECT: ESA- TUKM/11....A PROJECT NO.: 502-4 '‘ 1-117 1' ••■•■••• ..„ SHEET OF I BY: C. di+ DATE: 10 DEG. 61ea A I 13 ULLETIkJ NO. 3 2, I 4:TAIW12425 sTL tz,443 c ffA62JcA7p. FIELD GTz.641 4 s-,HAF. HIGP 15ATH 5cALE.: ..1"" 71-1e.0 eOLT WALL, mouNTe2 MA,r5 &NA TUKWH.A APPROVED DEC 1 6 1996 AS 1010 BUILDING DI ISTERED MCI STATE OF WASHING N • -146?15ATH Aki ,^italug c N;.:tn:6 'TO etass t arurtx n uh+ 74VATA?:_ sZVO!;M c tn axn^. Darr. itt.titcrarb.AYMARTICitkorsgsrizmonorAwavamp. rrn FROM $atlas Supply Inc. ara Fire Protection Products February 5, 1997 Leonetti Plumbing Attn: Mike Leonetti 206 382 9319 Re: Extended StayAmerica Motel - Tukwila 1997.02 -0S 15126 #367 P.01/01 b9(-- 0015 Based on the random inspection'of the fuestopping of the Extended StayAmerica project in Tukwila, this letter verifies the installation procedures were followed in respect to the Engineering Judgement from the 3M Corporation dated February 3, 1997 (document #136493). Please call if I can be of further assistance. Sincerely, Rane Certain 3M Fire Protection Products RECEIVED CITY OF TUKWILA FEB 0 6 1997 PERMIT CENTER FROM :Atlas Supply InC. 206 382 9319 • •vl 1 1 11sl. 1 1 \U 1 1 LUIV 1997 02 -03 ulC f 4oei FIRE TEST DESCRIPTION 3M Cottage Grove Fire Test Center Fire Test No: 96-217 13:07 Request Date: November 4, 1996 Test Date: December 11, 1996 Furnace: Small Scale Wall Customer: 3M Test Duration: I i•lr. Slab Humidity: NA Originator: Tony Schommer Document: ABSGYP1 !#309 P.03/04 PAGE 1 2 Building: 3M Cottage Grove 66-1 . I Country: U.S.A. boss Stream: 5.4 sec, Pressure: 0.01+ Coordinator: Paul Charland Objective: Evaluate tire and hose stream resistance of 1" FS -195+ Wrap.Strip withCP 25WD+ Caulk, insert method on nominal 2" schedule 40 ccABS in a 1, hr.gyp wall. . Results: F - 1 Hr., T. 1 Hr., H- Pass Assembly /Fireztop Description Nominal 34" x 34" 1. hour gypsum wallboard assembly containing one 3" opening. A. Nominal 2" schedule 40 c CABS mounted in a 3" opening firestopped with 1 wrap' of 1" wide FS -195+ Wrap /Strip. Wrap to be wired in place and slid in to opening leaving 114" exposed.. .Seal annular space and wrap with CP 2SWB+ Caulk. Prior to installing firestop wrap pipe with 4" of 3 mil aluminum foil tape starling at wall' stirrface outward. RECEIVED ; CITY OF TUKWILA ,{ F.EB 0 6 1997 PERMIT CENTER 1 • FROM :gtlas Supply Inc. • Fire Protection Products February 3, 1997 Mr. Mark Hagerty Atlas Supply, Inc. 1736 Fount' Ave. S. Seattle, WA 91134 Fax 206/382-9319 206 3B2 9319 . ...V.t.-v11VI 1997.02 -03 13:07 #309 P.02/04 V1c ro lel PAGE 1: Dear Mark: This letter is in response to the firestopping application that you have described below; Project: Tukwila Extended Stay Contrarian Leonetti Plumbing, 360 /794 -4845 Penetrating Item(s): Nominal 1 1/4" ccAMS pipe Assembly Penetrated: Gypsum wallboard assembly IIuurly Rating Required: 1 hour Special Conditions: Opening slightly oversize, maximum %z" annular space. Application IMAM: Install a I" wide FS -195+ Wrap /Strip to the annular space around the pipe. Seal the wrap strip and caulk the annular pace to the depth of the gyp with CP 25WB+ Caulk. Install a wrap of 4" aluminum foil tape over the pipe starting at the wrap outward. 3M Fire Barrier Mntcrial(s): CP 25Wl3 +Caulk, 1" I7S -195+ Wrap /Strip UL Syetern(s): W -L -2003, TDD 3M Fire Test: 96-217, 96 -221 This firestop design should achieve the hourly F rating roqulred when tested in accordance to ASTM E 814 '. (UL 1479). This engineering,judgment is based an performancciresults obtained in testing the above UL Systems and 3M internal fire tests. Regard Tun hontn'ier Technical Service AJS/kA doe: disc Rane, Atlas -06 c: Rane Certain Todd Regenold W Fire Protection Products 3M Cantor, Building 207 -15.02 St. Paul. MN 55144 -1000 Rctiiewed by: Z 136493 CITY F OF ED FEB 0 6 1997 PERMIT CENTER 9s u7(II- 21,4..71 I'IN�1R= • FROM :Atlas Supply InC. 206 392 9319 .,� .. ••• vl 1 1 •1% 1 1\UILUI :UIV 1 1997.02 -03 U1C f J: 7C1 CONSTRUCTION DETAILS & THERMOCOUPLE PLACEMENT A 0 Section A -A ITEM NO DESCRIPTION 104(8) 13:07 0309 P.04/04 PAGE 3.1 I 1A Steel Studs, min.. 3 5/8' Wide Spaced 161 , Q.C. 1B 1 Layer 5/8' Type X Gypsum Wallboard 2 Nominal 2' Schedule 40 ccABS • 3A 3M Fire Barrier FS -195+ Wrap /Strap, 1' Wide 313 3M CP 25WB+ Caulk • 3C 4' Wide Min. 3.Mil Aluminum Foil Topes' ; TC NIBS I 101(5) 1' From FS -195+ Wrap /S,trip .on Pipe 102(6) • On FS -195+ Wrap /Strip 103(7) 1' From Opening on Gypsum Wallboard 104(8) Periphery of Opening Doc; ABSGYP1 • • R9700 ILL.; RECEIVED CITY OF •TUKWII A 'FEB 0 6 1997 PERMIT CENTER 1' CITY Lr. TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA 1 PERMIT CENTER REVISION SUBMITTAL DATE: 8 J 4 ra • PLAN CHECK/PERMIT NUMBER: /3 - 007 PROJECT NAME: x re,v0 p 5Ti4 - PROJECT ADDRESS: /515/ 63.zv /✓ /E. 5. CONTACT PERSON: Ror6s" /36-.1/1(4-/c44.1 PHONE: -..1g3 - 8D3 0 LP/./ /-i,ecN /7FCri REVISION SUMMARY: ,,A/77u/ 2,'z' 3,ez) /csoo e k 7Z /D2 �.k /7,aezCOAli" 1/ •91 ,fir /t/ /,4 -11/,4i c/ 4I ' ...otCO-c// al/Prin. 402 A c24/7 OF i2 /ZC : 20 C.v Gdc - /D/ Soz/ry ed4«s '4T= //4 - 1/9A/ • /t4ET /.vs ',Z,. / AtD . ..417 /.01 • eD LO SHEET NUMBER(S) /Svt__ "Cloud" or highlight all areas of revisions and date revisions. AFVEfro C -6 ,s.. 6‘e4', S /.ti. AJILS SUBMITTED TO: DUd /( C/'v"tc-Xt/ NOV 1 2 1996 AS NO BUILDING DIVI'5i bh CITY USE ONLY 3/19/96 MEMORANDUM November 8, 1996 Duane Griffin, Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 RE: ESA - Permit No. B96 -0075 Railing Locations at North and South Walls Dear Duane, RECEIVED CITY OF TUKWILA �y1 ' 1 2 1995 PERMIT CENTER Attached is Bulletin No. 28 for revisions to the exterior corridor railings at the north and South elevations. A 4 x 6 ledger section was added at the edge of the corridor deck for support of the railing supports to maintain clearance at the corridor. Architectural Bulletin No 28.1 and 28.2 and the Engineers Northwest structural sketch No 28.33 dated 6/30/96 are attached. ' Royce :erg President LPN Architects = nd Planners, Inc. enclosure: cc: Dan Stems, ESA Tom Langton, Engineers Northwest Ray Martin, Magnum Enterprises Con Kucera, LPN CITY OF TUKWILA APPROVED Nov 1 2 1996 AS NOIED BUILDING DIV?BtCIN 3/16 "x 1 -3/4 "x 8" NORTH & SOUTH END BALCONYS, CONT., PAINT EXPOSED SURFACE. SEE STRUCT. DWGS.�--� l 4 3/8" -RAIL 1 -3/4" DIA. x 4" x .125" STL. TUBE SLEEVE © MAX. 7' -0" 0.C., NON- METALLIC NON- CORROSIVE ISOLATION BETWEEN SLEEVE AND VERT RAILING POST. 3' -8 3/4" CLR. CONCRETE ON 3/4" T &G CDX PLY., SLOPE FOR DRAINAGE CONT. SEALANT VINYL COATED METAL DRIP FLASHING CONT. SEALANT - 2 -2X6 TOP CHORDS OF END TRUSSES REF. SIM. TO 8 / A -13 EPDM WATERPROOF MEMBRANE SHEET, ADD ADDITIONAL MEMBRANE AS REQ'D. PROVIDE (4) 3/8" x 4" LAG SCREWS ® EACH RAILING SLEEVE (2 EA. SIDE) WITH TWO ADDITIONAL SCREWS EQUALLY SPACED BETWEEN POSTS N & S BALC. RAILING CONIFJWI Architecture and Planning Royce A. Berg, ALA. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. /102 Seattle, Washington 98134 (206) 583 -8030 Scale: 3 " =1' -0" 11 -8 -96 FILE: 95024 \BUL -28 -1 (E.S.A.- 95024) APPROVED NOV 1 2 1996 AS NGfLD BUILDING DIVTSION BULLETIN 28.1 RAILING LOC. ESA TUKWILA WASHINGTON ROYCE A. BER, STA a u WASHINGTON ENG I,r ERS - NORTHWEST . NC. P. S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560. FAX # (206) 522-6698 Joe No JOB NAME EJA Tukkqcp DATE 1°- 3O-4/4 SUBJECT NANO gAll„. Jtirrafri- cloctilAic a IN4 Pr41L.1 SHEET OF...J.__ BY T,L, COun.ITER.fllik Fl.u.114 (-1)(6 oper x 1=6" / JTAA17/o4/ • / w/ 3 - 4 kr T/./tzu aoLr..f e Ot. WPJA/ra. S c/mcH T/CHT SUCH THAT tell:LIRE/Zs LoC/91LY Cticu H woo* anAIA/ 46 , 0EFonPA Tilfe.CA/).S fEcliolv 3 1-0 E TO F/N/111.60 Is/1:4t.L CLEA12.A.vCr e/210/1. To Co/v1T. Lmcs PER C-6 ottitc OlLor NoLEJ ploTIFY ENC1Z IF E To FACE oF ticenor nimchilioni /J WI THAW 3/y " Eirtirlt Ex/y7 Oo"UE Taut.: CITY OF TUKWILA APPROVED NOV 12 1996 AS NOTED BUILDING DIVISION LPN BULLETII4 28.3 SA TUKWILA, WASH11.4C4i01■1 11-5"16 cf5024 CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA PERMIT CENTER REVISION SUBMITTAL DATE: 8 di/ PLAN CHECK/PERMIT NUMBER: /3 7G - 007 PROJECT NAME: 65( rexV0� .57%a y /0,z- e6,e /c.4 - /.(%../ PROJECT ADDRESS: 75157 63.av A/ e* 5• CONTACT PERSON: RoecE ge,e .d/Ircic624 PHONE: 83 - 8403 a GP// A£c v /rEGr.� REVISION SUMMARY: 5TO/ie 7S /Ee 44)0 5v/.e F/.,c>.N /.may ,eeyis /e,vs. CN- e.(/ee 6 SrRie.° 7e74-4-1€17-4-41 6JODl� r4 $7 2. . __ 4r&Z; 7/ G_ Csriw 57Z/ 1 Aye 7D /-•o, 0 /.v) CoAmieG270./ f s.7 3a4.- 3, rgy) /0 0*() / G./A/ zerrxs rh Lail% ,ee /we Sri/pi /4/ L/6VJ 5iV175/ D�/TS'17 / 1/$/46.64 &) - Drc eh'cPl2 674�o c Pt- 7 /2/�i� ,dry. 9 Des COA17 Q ber SHT 3 0, 9 ' ,✓� -1z 4 /, E-4Jrer' rekJE.e P/6 , JH7 ; MEMORANDUM November 8, 1996 Duane Griffin, Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 RE: ESA - Permit No. B96 -0075 Stair Framing: Detail Revisions and Inspections Dear Duane, RECEIVED CITY OF TUKWILA NOV 1 2 1996 PERMIT CENTER Per Engineers Northwest, the engineer of record, the field revisions, corrections, and additions to the stair stringers, stair wall framing, and updated structural calculations and details are attached. The final Inspection Report from the Structural Engineer is also attached noting that the corrections have been made. Additional para -bolts through the steel plates and wood sill plates where anchor bolts were covered with structure were also installed. Royce : - rg President LPN Architects =nd Planners, Inc. enclosure: cc: Dan Sterns, ESA Tom Langton, Engineers Northwest Ray Martin, Magnum Enterprises Con Kucera, LPN CITY OF TUKWILA APPROVED NOV 1 2 1996 AS NOTED BUILDING DIVt$1ON 1! 4..• • • • r. • 1.! 6.4 PAGE NO:4? OTTO ROSENAU & ASSOCIATES, INC. 6747 M.L. King Way S. Seattle, WA 98118 Phone (206) 725-4600 Tacoma (206) 627-4477 Fax (206)723-2221 PROJECT: _ 4;)‘; ADDRESS. ARCHrTECT: _ ENGINEER. CONTRACTOR SUB•CONTRACTOR:_ INSPECI1ON AT:_. / INSPECTION OF: 7444e4/ _/%2e.: DATE: /7"-- &" PERMIT - Q INSPECTOR APPROVED PLANS/PERMIT ()N SITE: YES X: NO. IF NO, PLEASE CALL THE BUILDING DEPT. //etiAle.i?lA 779(24:247707t/ %27 A9 97 ,;2 3 ‘4"44/5' .725 66e-,44-7 of,e4,-.;<? • . - 44,•,4444,444,4A ENG LEERS- NORTHWES" INC. P. S. 6889 W00DLAWN AVE, N.E. • SUITE 205 • SEATTLE, WA 98115 - (205)525• 7560 • FAX # ( -6�I DATE ; s - Z9- le SUBJECT_ !7'Alrt 7-g Writ J,0r t•iALL E/tArSln/! orrA,/ ShEET OF 7 BY r, L. Joe No. JOB NAME ES4 Tv P. :4,/1. A <PLIFT C1.0 EA %/: fJ ryr'- ;"oTL S1NtLE 2X6 PLA; E lc;ctrAd1,< Nor NoT4. -1F.� r- ��y r1F!:< Nortd IF 6140 Fe2 FIELL7 f/Tu/° To, ET■144 16 !G - .•• �r % 4 TO Pc H /t::1 71(' % ti x t Si • s(rttri.: �. Z Ito WI dJ 3 ..ttat.v1 C.' /2 see d- 2 "Ch IL 2 " 4EvfL N47E; wilf2L eLe- £ofttrs0\ — ok uit ' / 't Ica E•�► :£c tatc� 2Itas'J 4'x3Jc':'1 CITY °Fe-R*1 0y 2 'CAI APPROVED) NOV 1 9 1996 AS 1.1.3;i::'; l/„ F`LYw, O .':;1r1 Lr +$ , •v£ /z ;S ; i =r::'. COLT; F 2.1e :t e zo c, YvtY1J /6 e rxTeitruik C7Nur1 JIitAmiw - /ef x I %y .1617 itd. 6 'oc ALL STSCiJ r rnAC1 J.1 ,',.. Uciti:£ GHn'VNt: 6rcti PLATE r Sot./ £0 -- Pen JILT T -t C' /1"0 r 2 y )• r M W)/4 WALL AL,TrANA• sritAP rrr4 H. 1 t"E2 PerAIL E (LOCATE AJ t a444N a 2%4 y 3.4( CeViL!.) Z Ro «t e: x 3 �Ick(r✓{ t Z oc J- y "GA 2 X6 ec N£r2 $ -S 3'X /v1itEWJE•I E i l o t rie EX&14IMc'J G `r` •L /" lsax e- 8 Egon rH =M T1 ti •-•1•4 I ?Ror•ro,e• .17100 N ARO ,1j1)rRJ 0( :4 • 1, ENGIN_ ERS-NORTHWEST ..JC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # JOB NO SUBJECT Jos NAME riA DATE /0 -z1-94 SHE it'sc84.1 OF AE•111 rtcE0 rraimeex. To LPN /A/C Co#./A/C cri as/ Rftni,E0 11_,_ 9.4 BY LAIsloliJG Alt\ Ck X MS . REC.° rrom FLIAM wri FAcE' oF CP/ANA/Et, v./E/3 ro FIT viEL.0 TO pL.14 Tr PJ SHOweV (Tye) 7/1i A 1 Cf TO PtAr£ OETA G. Do Jraw6r12 1 th /1 Exur Icro,g nrelATE TIGHT 1)4141•VIT F/LtEr e c11146/Nsi. FLANGE P1. 0 E / t E 0 Exrirtiort F'Ace' or E)crertion irromc(re..s (.1E£ INLET / z) FIELo coeE FLANGE 70 Ffr ptm-E era 971. Acovc, oo NOT Ivor cH IDL,ATE P1. 'A." air -Hee GI vire . . Dcro9/2. e franvertz KITC, Atf / ITILINefa w£6 ft oFF 0 4-0 ±hcaB ....t.1477f "1 the .v. ;ENGINEERS NORTHWEST, INC. 6809 Woodlawn Avenue NE. Sult{-105 $EAT1LE. WASIIINGTON 981L FAX N (208) 822.8898 (208)825.751W L1,41 ADZ C H /TTA/ CO r./ X 4cret,A ice DATE..�...r., � /; y6 • stteate '_,..Ef "v / L, 8ebvFoRce0 iT /t /WGE-12 ro LA',i, /.v£ cuR',veer /vv. fli f Er 3 013 p r,-0 f- 2G -5C. ,pelt TE(. EtoAi hi co14Vt'/; JAT/U av r : (Ai ;+; Y JGN£/J C,T>' 0L06- % N} PEGT He..) IT if H N /1,F, J'T•Jd o ;rWfi7' JE C ?: e or 1v ez.: ► L FG �"O Ftia A Pui.ww •ga o Pla c.r /OM, w -1 /4H /J A''7 /a L t'JH3LC FJf? A JT12f, crt,412 /aC WE PER My /1 fcLru.virecs•1E'n / rI, VF_2T,CIt •IcC 2J Ae2.E rc I'\A0E Frto1- Trlc Co o tfe vArZro, AJ J9/1C uJJE 9 7-14 rs VF. /Z71cm... CIF. :_O ''7 ue ;,, T, f OE'r/a,L P R 1 m A 2 / L Y TO f('?(. ALL c o c (/ op rr r et. ,c r£ To pip vF ,v r c / iv o i io , Ren Ivo TH6 pthrE' 714E !wrENT OF lr1E" A'JO /J' /V (/T P F /I• ry 4- c). rZ = 0 JTrtCJl f�a WEL 2. I'2a ✓r.f. Fn,2- ,r, Pei c:ry Erivr fA, iN£ CHAN', 1 ftx)NCtJ. THt; r:cau/e:r/✓4; r Tory d- l3arra wCtr>J tltu/�G 714E. FLAWC£ rr06EJ ro BE IrtecfcruaA[L.Y -to uN C? ;e ri!? C n /SAC, TY AGRe/. tl r1-411 rorMr /J d's20V/0C 7-41,- art /6./4/Az co n/0 /7 /ON, PLEA"( •JE'E Teas f(fvltf DETAIL Fort Cl.Accif= /c//T /0,r,/„ ..... �.._,.. , aiefrgo • %.1 !Pd '!i e.111 3 7% November 8, 1996 LPN ARCHITECTS & PLANNERS 1201 Fourth Avenue South Suite 102 Seattle, WA 98134 ATTN: Royce Berg RE: Extended Stay America Tukwila, Washington Royce: This letter informs all parties concerned that Engineers Northwest, Inc. has reviewed, inspected and accepts the following items deviating from the approved structural construct;on docJments: 1. Stair tower framing consisting of load bearing 6"x2Oga metal studs at 16" o/c in lieu of 2x6 Douglas Fir studs at 16" o /c. All framing is complete and complies with structural details dated October 29, 1996. 2. The use of visually field graded DF#2 studs at the exterior bearing walls is acceptable. Please review the certification letter by Menke Lumber Co., dated November 6, 1996. Interior non Toad bearing partition walls may be framed with any species and grade of lumber acceptable to the architect and owner. The reference to Douglas Fir framing in the structural general notes pertains only to structural Toad bearing members. The interior non -load bearing shearwalls may be of any grade provided the species is either Hem Fir or Doug Fir. Please call if you have any questions or comments. Sincerely, ENGINEERS NORTHWEST, INC. P.S. Thomas J. Langton Jr., P.E. Project Engineer TL:jI ENGINEERS NORTHWEST, INC. P.S. • STRUCTURAL ENGINEERS �..��I•II- 1 .14 1 1 T 7 9 . _ ._.- .._.............+u,.....«o. w... ryr. R,�,ga;�spy•w,+W.'^t'� ^rn....,. ,,�.•^n.- ..v..r... 4 ENG I NLRS-- NORTHWEST c... ;G. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 99115 • (206)525 7560 - FAX # (206) 522 -669$ Joe No J08 NAME _ DATE. /o -2Y -/Y SUBJECTS__ nETA/t 40 /aAr/ p /G Ap f VAC Pt. A t ro /tr1 C? Art SHEET 3 OF Y e. /)IICdNreNoaks Ciitf BY.,. r•.. HAN•>/CAr. FVAC r'LATt3itrt Ji of _.-., 17E-TA/G ti CITY OF TUKWILA APPROVED NOV 1 2 1996 AS FLUTED BUILDING G DIWS1 po1CCF- CrX .7 Gutf efit r -G LSxYx42/.1x w/ 2 74, 0 rOgu-ettTJ ems° 2 %04 as I ,L • • • • ENGINcERS- NOIRTHWEST ,IC. P.S. 6869 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX V (206) 522 -6698 JOS NO _ JOB NAME ESP TVA 1.'// DATE SUBJECT t'Ivr,t) T» /E2 P /En: SHEET Y OF BY tic Iv LA i?uO1 (Li PER flet) 6 lc to GA CthC e sHtA11.1i4 /( P4nrtc rOGEJ F L N r. rich? arwPEN Pr1 bl r oc vtr,T .. %y = /. o CITY OF TUKWIL APPROVED NOV 1 2 1996 AS NU fr0 BUILDING DIVISION it g E' og re 'i.kC—! Imms � w cog. Pea /10 ,flop cON.✓FCf10)/ TO fJ cot FOOL, 1^1 r/G h'r • CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA j � f 1 n l J PERMIT CENTER REVISION SUBMITTAL DATE: 8 /%v 96 PLAN CHECK/PERMIT NUMBER : /3 96 - 0075 PROJECT NAME: EX7"45VIE231 5774 /11A(67e/C,4 - /4v'41 PROJECT ADDRESS: /5167 63.zv //I/E. 5. CONTACT PERSON: RorcE';e� /Co.v/11/416Ex•N PHONE: 83 - 843 O GPX' /-izc /v/r‘ers REVISION SUMMARY: icAer.e/,v5 ,.e,/,e7 e%ALj G5 € ,errd 7c.erd or /,us GTii/ Ron/ S.c/oP&, Pf /il / 7 2, 214 rYD ///7/r6 . Og14/el e ` i) ZgTTE2 oF.Occeijl✓.r/cz Off' 41000_,,...1R/A/1 SHEET NUMBER(S) 5 neacrve.AL F•20, I4 /4/ ,21A.t/s 5 2/ 5. ?/ S 4E.vEaQL/1/Ors S "Cloud" or highlight all areas of revisions and dafte revisions. liffedfl APPROVED NOV 1 2 1996 SUBMITTED TO: „/4" e "'A/ AS NO{UJ 3/19/96 • MEMORANDUM November 8, 1996 Duane Griffin, Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 RECEIVED CITY OF TUKWILA VOV12199 PERMIT CENTER RE: ESA - Permit No. B96 -0075 Framing Materials Dear Duane, Per review with the Owner and Structural Engineer, the framing materials for this facility are adequate to meet the specification requirements and integrity of the building. O Reference Engineers Northwest inspection report dated 8 November 1996, attached. 0 Reference the independent report from Ron Snope, grader, dated 7 November, 1996, attached. efe ence the Owner letter dated 28 October 1996, attached ,fll0 Royce Berg President LPN Architects enclosure: d Planners, Inc. CITY OF TUKWILA APPROVED NOV 1 2 1996 AS NOTED BUILDING DIVISION cc: Dan Sterns, ESA Tom Langton, Engineers Northwest Ray Martin, Magnum Enterprises Con Kucera, LPN November 8, 1996 LPN ARCHITECTS & PLANNERS 1201 Fourth Avenue South Suite 102 Seattle, WA 98134 ATTN: Royce Berg RE: Extended Stay America Tukwila, Washington Royce: This letter informs all parties concerned that Engineers Northwest. Inc. has reviewed, inspected and accepts the following items deviating from the approved structural construct;on docJments: 1. Stair tower framing consisting of load boating 6 ";:2Oga metal studs at 16" o/c in lieu of 2x6 Douglas Fir studs at 16" o/c. All framing is complete and complies with structural details dated October 29, 1996. 2. The use of visually field graded DF#2 studs at the exterior bearing walls is acceptable. Please review the certification letter by Menke Lumber Co., dated November 6, 1996. Interior non Toad bearing partition walls may be framed with any species and grade of lumber acceptable to the architect and owner. The reference to Douglas Fir framing in the structural general notes pertains only to structural load bearing members. The interior non -load bearing shearwalls may be of any grade provided the species is either Hem Fir or Doug Fir. Please call if you haves any questions or comments. Sincerely, ENGINEERS NORTHWEST, INC. P.S. Thomas J. Langton Jr., P.E. Project Engineer TL: jl ENGINEERS NORTHWEST, INC. P.S. • STRUCTURAL ENGINEERS 71, ii`rraYT......_ . "0. �'"3'7 _ -r3V n:►:.tcr.... -c:,:, ,:..• MAnicr_ MANKE LUMBER COMPANY, INC. 1717 Marine View Drive Tacoma, Washington 98422 November 7, 1996 Ray Martin Magnum Enterprises 2205 116th Street South # 100 Tacoma, WA. 98444 Fax 206 243 -3551 Tacoma (206) 572.6252 Seattle (206) 624.2090 Shelton (206) 426.5536 RE: Extended Stay of America At Tukwila inspection of unmarked 2 x 4 lumber in non bearing interior walls and exterior walls where grade stamps are not visible Ray, On Thursday, October 31, I, Ron Snope a Pacific Lumber Inspection Bureau certified inspector visually inspected and certified the 2 x 4 framing lumber in the non bearing interior walls as Utility Grade. The exterior bearing walls were inspected and graded as # 2 & better Douglas Fir. Accept this letter as a certificate of insLection authorized by the Pacific Lumber Inspection Bureau under the jurisdiction of the American Lumber Standards Committee (ALSC). Y • GRADER -• ards, -- QUALIFICATION CARD >. J This confirms RON SNOW' is approved for use of rLIII grade stomps of I -TAC•• t Ron Snope, Menke Lumber Company • on the items listed within. Approval is oontingant upon proper working conditions which , permit accurate determination of grades. Thli card is revocable any time the holder fails to maintain, grades at required standards or changes mill grading locations to other than that listed hereon. 4/27/88 ��� Date • p.rvisor [.n. i Wi ?i LUMBER • LOGS • LAND :1K C. 1' S T 1' Duane Griffin Dave Larson City of Tukwila Department of Building 6200 Southcenter Blvd, Tukwila, WA 98188 RE: ESA11805 Tukwila, WA Gentlemen, October 28, 1996 Extended Stay Ar erica, Inc. is aware of the situation surrcun ing the utiii ,lun•graded studs used on the ir. floor of our Tukwila, WA property. Any aesthetic condition caused by ;he use of theca studs is covered in oLr• standard warranty language in the oontract documents. Any use of the sty is In tine bearing was is to be fixed per our structural engineer: attached del2ilhnama. We Indemnify the city from any liability asscciate&d with use of these studs, s4tkh is a devietion'rom the city approved drawings. Thank you for your o:ioperation in th s matter, please refer to the architects approval letter and structural engineers approval letter. Ro%eotfully, Dan Sterns Director, Northwest Construction attacrmont cC: Royce Berg Ray Martin Corry Oases CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA PERMIT CENTER REVISION SUBMITTAL DATE: 8 //ov 9'6 PLAN CHECK/PERMIT NUMBER: ,8 96 - 0075- PROJECT NAME: Exrtei(t0E-0 7;'.' 4i-fE,e,' ,4 ° /4/4.1 PROJECT ADDRESS: /5157 53,e12 -t/E. S. CONTACT PERSON: ROYce. 36 4 /Co.l /rvc6;e.v PHONE: 83 -8030 GP%/ /-1 decy /TEGT.S REVISION SUMMARY: ,gArrv, -on,-r £X /,'At).STP44/s /V/J IL,4174V -$ - �cop/ cs 1$.a7z ,xeort-r ex/(AlU ga■oltr'.1c�Pr') PA 4€ ,- 'S • e . 7-xe 74( t_70 wiz L e rre& A17-' 8 A% ✓ 7 �oJ' v11 41 c6i°7 s7 C 44 . `"r,v,S(/sT r1b-,4A/fied.ozer /av f.2,4i 'PE/e ,'4.'S v&Ar /a l(/ 4ET7G1e f A4s 1O /Lr"DZZ tog /0-12 i!/S 1_ Gt. C / SH i4.8.0,uoa4J&? - A'.,/_ . • %'UL GET /A) %Z Z / SE,JL/.(4 41/57: I riaza 2k (.4) A ,tY /'tom TG,yciC2 c`•v4,Gl� �AX/1E,4ro, AArE17 / /c-a/Y �' 'r vao rs - SCE✓ /S /o9/., /ga4�r.�.2 0 . SHEET NUMBER(S) ,l-/ X1-2., ,t(- 3, "Cloud" or highlight all areas of revisions and date revisions. tr /G paiixf e..an p swer5 11 A50 5 .2c1 234771Z de M? 6M(80.57 CITY OF TUKWILA APPROVED SUBMITTED TO: D�'L°"/E Q e /�F /� N O V 1 2 1996 AS NOTED BUILDING DIVt31(1N CITY USE ONLY 3/19/96 • MEMORANDUM November 8, 1996 Duane Griffin, Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 RE: ESA - Permit No. B96 -0075 Exhaust Fans, Installations Dear Duane, RECEIVED CITY OF TUKWILA NOV 1 2 1996 PERMIT CENTER Attached are final copies of the installed exhaust fan, Architect's Bulletins 20 and 22, including letters from the manufacturer. This should assemble a clean package from r correspondence for your records. oyce President LPN Architects a enclosure: Planners, Inc. cc: Dan Stems, ESA Ray Martin, Magnum Enterprises Con Kucera, LPN CITY OF TUKWILA APPROVED NOV 1 2 1996 AS NOTED BUILDING DIV13ION fit. ��r.7�}��'�•°. °w ;�,�._. _... November 7, 1 996 . y..y,.f,.:,ea....+srya...ac¢..� ...moo «,...,..,.,�...........___ _•_ ___....._. _. . IPN Architecture and Planning 1201 Fourth Avenue South, Suite 302 Seattle, WA 98134 Att: Con Kueera COOK AI11 MOVING EQUIPMENT Re: Ceiling Exhaust Fan / Radiation Tamper Installation 1.:SA Hotel (Tukwali) Dear Con; Loren Cook Company has reviewed the installation of the ceiling radiation damper to the Loren Cook LITTLE. TLE GEM Can. The attachment method shown on the drawings sent to Loren Cook Company are the standard attachment methods for the Little Gm Fan and the 1,0 Model (iRD 1 ceiling radiation damper. Uwe can be of further service to you on this project or future projects, please do not hesitate to call. Ron Michael 71i6 eZt Loren Cook Company Application Engineer LOREN COOK COMPANY CORPORATE OFFICES: 2015 EAST DALE STREET P.O,BO): 4047 SPRINGFIELD, MO 6590$ (417) 959.&474 FAX 1417) 962.3e20 MANUfACTURINO PLANTS: StRINOfiLLO, MISSOURI ASHCYILIC, NORTH CAROLINA 0001N, UTAH LOREN COOK CO, 8628412 ID: 4<- COOI( OCT 30'96 10:26 No .018 P.01 FAX DIRECT SALES FAX: 417 - 862 -0968 DATE: g 9,' °t Pages Total, Including This Sheet TO: ATTN: 14A.Ce-e-c- FROM: SUBJECT: I.• t-� Gr-- - l s 4-4 G1 w'rt. %E. C.1 4-4■1 ).4%,ce%-1—; krt..... coq GR-4 -1 LOREN COOK COMPANY MANUFACTURERS OF AIR MOVING EQUIPMENT Corporate Offices: 2015 E. Dale Street • Springllefd, MO 65803.4637 • (417) 869.6474 • FAX (417) 862-3820 Manufacturing Plants: Springfield, M:ssourl • Asheville, North Carolina • Ogden, Utah .. rY:.: a.✓ IJ: �. e,:: tFsv�f.. r�.^. M1' i;; M1 '..GU:UY..,.wx............._... _...........,..... �........ se..• r. ,. xs. kxr.. ttvx+ nv.... �.+n.vo...., »..,,.K..«....... LOREN COOK CO ....NI 4:' :D: OCT 75'96 14:38 No .023 P.02 COOK LITTLE GEM & GEMINI CEILING RADIATION DAMPER INSTRUCTIONS GEMINI 4 -10, 4 -15 -A, 5 -10 5.15 0 �o /c/ ras,E _ ✓�� SHEET METAL SCREW L LC MODEL GRD 2 - 4 GRILLE LITTLE GEM ............. .• •*.. yr. LC MODEL GRD 1 CITY OF TUKWILA APPROVED NOV 1 2 1996 AS NOTED BUILDING DIVISION SHEET METAL SCREW GRILLE It ::18 :7•jr:: .T:— L::l ::: : :8 • •. ............. .• •*.. yr. LC MODEL GRD 1 CITY OF TUKWILA APPROVED NOV 1 2 1996 AS NOTED BUILDING DIVISION SHEET METAL SCREW GRILLE LORD! COO!. nstallation InLructions FT wr WOO. »34 • get, AU* 0 AMPC11 M • WAIL S• h.2 or ate ro r.eZ or autw IWO aann Znia P ToP11 /AIM r+41. 7 CIPS.4 11041.P10.+0 TOTES: Support the duct with 2.16 gauge cold•rolled steel sup;•.t channel' :. 1,1/2 in'.'`tt'5 Cie. o: with Ire i;,;h ?,arrjes. r! .e the support :he ma's at the bottom of the duct adjacent to both sides of the riuct drop. Eiach chancel shai; extend '3 to : h•ches :nyand sriees c; tho duct with the flange of the channel supposing the duct, The channels snail he sut..peretied near each or from the stt:J.cturai member of the floor or roof above by mear;s of No. 12 SWG galvanized steel hen ;er wire. ,r----- ____________,....c.„....,,,... oaaaariri il irrupt boAthc axis tit UMIPS rt 2 ,$'3JCC:t rrt. ornio _ Model 253A Ceiling Radiation Damper CITY OF TUKWILA APPROVED NOV 1 2 1996 AS NO i ED BUILDING DIVrStON The clearance between each side of the damper and the duct dro;.. shall Oe 1!8 inch maximum:. . t. The damper shall be inserted Into the duct drop close to the level el the coiling even that the d'ester.ce 'coal the two of tle c r.g, to the fabric curtain of the damper (inclosed position) shall not exceed 3 inches. I. :. The damper shall be fastene3.to the duct drop using No. 10 by 3.'4. iech long she-at mete! screw or 3/1G inch diarnoter by 3,'4 inch stare! bolts and nuts. The screws (or bolts) shall be driven through the lower extension of drxmper frame into the cltzt drop. The number of screws (or bolts) attaching the,damper to the duct drop shall be a m!r.in•wrn of one per & e far to 3 inch long Sloes and a minimum of two per side for 10, inch and longer stdes,'ursiferrety spaced. i ;. Exposed metal duct drop blow ceiling damper mud be wrapped w th 1/2 inch thick ceramic fiber bia.neet and secured in place with steel wire or strap. >. The steel diffuser shat' be attached to the duct drop using the same ,number of steel screw (or bolts) ay for attaching the da-nper to the duct drop, uniformly spaced. Steel diffuser must provide a minimum of 1 inch support of the ceiling rnernbry a on all sides. r. Duct outlets in lay -ln ceilings should be located in the field of an aocustical ceiling panel' or tie; 'where' it Is necessary to ottt a rriairi runner cross tee, each cut end shall be supported by a vertical 12 gauge hanger wire. A1/2 inch clearance shall be maintained between the duct drop and each cut end of the main runner or cross tee. The duct outlets shall be located so that.no mote than one main njnt'.er or cross tee is cut when penetrating the ceiling membrane. u *Raffia l . 7.01 CUOISCO WAY i SANFCAD, 'Ft. 32771 Rhone: 1407) 322.0130 FAX: (407) 321.6144 (act -16 -96 01 :07P Air,. -Side. GOirponartts COOK L. asiaN) tsis LITTLE GEM Ceiling and Wall Blowers STANDARD CONSTRUCTION FEATURES: Forward curved galvanized steel fan wheel Corrosion resistant galvanized steel fan housing • Acoustically insulated housing - Aluminum backdrait damper with solid aluminum hinge rod mounted in brass bushings - Permanently lubricated motor with bullt -in thermal overload protection - Internal wiring box and receptacle with plug and cord - Powder - painted white steel grill standard on ceiling fan. Performance 2( 7c.7 )1oi P.02 MARK: EF -1 PROJECT: EXTENDED STAY AMERICA DATE: 10 -16 -1996 Altitude (ft): 0 Motor Information Temperature (F ): 70 HP Catalog Volts /Ph /Hz 1/60 Fun Input Qty Number CFM SP RPM Watts 60 GEM -II 99 125 1200 57 Altitude (ft): 0 Motor Information Temperature (F ): 70 HP RPM Volts /Ph /Hz 1/60 1200 115/1 /60 Sound Data 8 Octave Banda 10- 12Wants 1 2 3 4 5 6 7 8 LwA Songs 57 59 53 52 48 44 39 36 54.3 3.22 Accessories: TIME DELAY SWITCH GALV WALL CAP CEILING RAD. DAMPER c 0 CITY OF TUKWIu APPROVED NOV 1 2 1996 AS NOTED BUILDING 171 1/�f _ Fan Curve Legend CFM VS SP CFM vs Watt System Curve Point of Operation 0 .75 .60 .45 Sp .30 .15 0 • Inlet Penye is Sttnda:d ,H � ssvy on mine Urns I C rT--f[--i Dimensions (inches) J •• Mal. bES FAti, MOTCIFI L ACCESSOR.rU Fan Curve 8 1.1/4 c 3.1/4 0 11.15/16 E 7 -1/4 F 2 -7/8 G 10 H 3/4 Unit Wtilbsi•' 0 •• Mal. bES FAti, MOTCIFI L ACCESSOR.rU Fan Curve 3 60 90 CFM 120 60 48 36 INPUT WATTS 24 12 0 150 - i NV 3 60 90 CFM 120 60 48 36 INPUT WATTS 24 12 0 150 COOS GEMINI CEILING RADIATION DAMPENS NOTE: Calling trMdlation dampen are UL listed and comply with NFPA Standard 80A. Dlrrtenalons in inoheo PROJECT" ::SA FOR KARCHNER ;DATE: 10 =15 -1995 3 Holt UL C $- HIi1i.4 UL Baud link 1168 degrees ! St ndard, lStaintoss Ste l'harmol Lrrtitt Patti 'lrgotsr ;Or; (Aiuminrm Impregnated P ;e..plsss Cloth) RoUb:mod ham 22 Ga. Qs v$f I&4 (tem Mark Qty Description 1out; EF-1 1 CEILING FAD. DAMP-ER 14-1/4 x FROM _.. ;.,.;.;,; imens. 2-5/16 CITY OF TUt WILA APPROVED NOV 1 2 1996 AS 110 flit) BUILDING G DIVISION KARTCHNER ENGINEERING 1546 E Fairview Avenue Merioian, Idaho 83642 2 08) 888-714i: FAX ;208) 888 -71.8 FACSMILIE TRANSMISSION COVER PAGE DATE: /O / /e /c PAGE l CF COMPANY L. PA ATTENTfON: FAX NUMBER: 5,221 G-'c 5 t'r.cLiding this page) SUBJECT: L.-F.A. (L/Rvi&4 IA111'0101112111l1NIERfl O MESSAGE:_ir7-7"�a' — + Of 1°46 -4'` oaf. f04d-- k'/ 86- U _AEA. / ('0''+ TREF 7-4 fir= -. 1` (Ole l4/4LL ctsit 11/,d c 1 t Gf/ ? ` rpn-Q•9!V4c4: h/' CuR t/. Wu /i/c7' Ef? e FAX SEN BY: (- (BY INITIALS) If any part of this transmission is illegible or is not received, please call this office as soon as possible. Mechanical Engineers 1546 E. FnirviMw Avenu• • M +riclicni. 8:3642 • (2Cld) E16n•71ef.. • FAY. (2r.o.+) t r.:i;•! it.�. ∎;g∎;::it .... t r.. r. ».... _w. r:,3' ;Y.,KC'cawr ...... -..... ....� �.r...tvw .u+[rv✓ YInT'N.q Yt!tThWMl KARTCHNER ENGINEERING 1546 E. Fairview Avenue Meridian. Idaho 83642 2O8) 888-7145 FAX (208) 888. 7155 FACSMILIE TRANSMISSION COVER PAGE DATE PAGE Q6 OF L _ ! rc;udtng tr +s page; COMPANY: L PN I ATTENTION. 60A 0/2 l A1 FAX NUMBER: 6 Sri O72 S SUBJECT: L--54 v ewtc..4 MESSAGE' L Xr s7 JiJ &(/7v' t ^ 47-77(7.__M °/ i 4.6±1-11:771trzi rF/4 s TO Dc .�.sc,v J C3vr /i i+" Yl . T r�4C iOrvn A. 7-bp '/ Sifet 13- 411av L Fri} -,'4�", r:o - C2414(e • W� e Xts fiRE Be47 4'&, J2I,I .t ET 1 k r4Y M 4 w [36-7_ C A/Vito AWD Se-424-z5, wy ccr4 --7-.-,e -, 6 C4, A-rr0 14,17&. ok Du& O f-4/4—.—S wAITCIMEM I MOIMEERIKG FAX SENT BY: If any part of this transmiss■on is Illegible or is 11Ot received, plc sse call this office as soon 7 as possible (BY1NITIALS) Mechanical Engineers I b.1G t 1 oitvit w Avenue • tvliet,,.hun. Ictorlo 6.5e,14',' • (2C,10.) ) , I•1• • I.1.. , .1f X;.ttli : hi$ '!SDP:f;.+i�e,:sr7.;,.a�.. ...,..n ww.w -, ,.s« ,+.,wvw•,.r wacw.w.n.+...,.M.,,..., ..v.. ...-. ARCHITECTURE & PLi - 4ING, INC. ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030 FAX: (206) 583 -0708 MEMORANDUM VIA FAX AND MAIL TO: Duane Griffin, Building Official - DATE: October 30, 1996 Department of Community Development City of Tukwila PROJECT: ESA Inn - Tukwila, #806 6300 Southcenter Boulevard Tukwila, WA 98188 PROJECT NO: 95024 RE: ESA - Permit No. B96 -0075 Bathroom Exhaust Fan Ceiling Radiation Dampers Dear Duane: Following our telephone conversation of October 29, this memo supersedes my memo of October 25, 1996. This memo modifies our memo of October 18, 1996 RE: Bathroom Exhaust Vent Ducts - Revisions, Item 1. Delete the sentence regarding firesafing with 3M brand Fire Barrier CP 25WB Caulk. As requested, I am attaching the Installation Instructions for the bathroom exhaust fan ceiling radiation damper received from David Ray at the Loren Cook Company. The Ultrasafe Model 253A, ceiling radiation damper, is manufactured for the Loren Cook Company by Ultrasafe and then listed with Loren Cook's own model designation, GRD -1. Please call if you have any questions. Con Kucera attachments cc: Dan Stems, ESA Development / Richard Kartchner, Kartchner Engineering Ray Martin, Magnum Enterprises ARCHITECTURE & PLACE NG, INC. \ _. ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030 FAX: (206) 583 -0708 MEMORANDUM VIA FAX AND MAIL TO: Duane Griffin, Building Official DATE: October 18, 1996 Department of Community Development City of Tukwila PROJECT: ESA Inn - Tukwila, #806 6300 Southcenter Boulevard Tukwila, WA 98188 PROJECT NO: 95024 RE: ESA - Tukwila, #806 - - -- Bathroom Exhaust Vent Ducts - Revisions Dear Duane: We are submitting these bathroom exhaust fan and duct design revisions for written City approval, per prior conversations and meetings; see attached revised building section, Bulletin 20, dated 10- 18 -96. 1. First and Second Floor Bathrooms: Install a ceiling exhaust fan with a radiation damper (Per UBC Section 710.2, Exception No. 2. See attached cut sheets for Little Gem, Gem -II exhaust fan and radiation damper.) in each bathroom. Firesafe around radiation damper penetration through 5/8' type "X" GWB ceiling membrane with 3M brand Fire Barrier CP25WB Caulk, per CABO Report No. NER -243. Run the 4"0, 26 gauge exhaust duct within the guest room's one - hour ceiling /floor assembly using UL listed 4"0 flex duct (specified per Mechanical Drawings, Sheet MP -1)as required to get around obstructions. Seal around the duct penetration through the exterior wall for a draftstop (per UBC 708.3.1.1.2). Vent the duct to the outside, daylighting it through the vertical face of the exterior deck spandrel. The end of the exhaust duct is to be covered with a wire birdscreen and a terminator cap with a hinged flap; see attached Mechanical Engineer's Memo, dated 10/18/96. Timer control switches will be used at bathrooms. 2. Third Floor Bathrooms: Install a ceiling mounted exhaust grille with an adjustable balancing damper over a radiation damper (Per UBC Section 710.2, Exception No. 2) connected to an exhaust duct. The duct work is inside the attic space where it is combined with other Third Floor bathroom exhaust ducts per Duane Griffin October 18, 1996 .-. Page 2 of 2 the Mechanical Drawings. These combined ducts are then collected at a continuously operating centrifugal exhaust fan per the Mechanical Drawings. Since only one third of the bathrooms are now connected to these roof mounted exhaust fans, a rheostat speed control will reduce the speed of the exhaust fan by 50% Per the City's direction, the roof mounted exhaust fans are to have air switch sensors wired to an Office monitoring panel with the rest of the building alarms, so an alarm will sound and a light go on if a roof mounted exhaust fan quits or somehow becomes obstructed. 3. The existing "exhaust shafts" are to be abandoned, duct sections removed, and the cut plate penetrations filled with fiberglass batt fire blocking (per UBC 708.2.2) and then covered with a 2 x 6 between "shaft" studs at the bottom; see attached Bulletin 22, dated 10- 18 -96. The wall cavity is then filled with fiberglass batt insulation. This filled opening is within the one hour assembly and occurs at the Second Floor, Third Floor, and Third Floor ceiling per the attached sketch. Previously designed First and Second Floor ductwork above third floor ceiling to connection to Third Floor exhaust duct is abandoned and removed. Cap abandoned duct connection per Mechanical Engineer's Memo, dated 10- 18 -96. Please call me or Con Kucera at 583 -8030 if there are any problems with this revised exhaust vent system. Y.Ken K. Chin Principal LPN Architecture and Planning, Inc. attachments cc: Dan Sterns, ESA Development Richard Kartchner, Kartchner Engineering Ray Martin, Magnum Enterprises Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. 1102 Seattle, Washington 98134 (206) 583 -8030 Scale: 3 " =1' -0" 10 -18 -96 FILE: 95025\BULL-22 (E.S.A.- 95024) BULLETIN 22 ESA TUKWILA, WASHINGTON BEARING NON - LOAD PARTITION WALL f. • • FIBERGLASS BAIT. FIRE BLOCK AT FLR. PLATE PENETRATION LimaaW41 --r----rr----r--rr--r-- ��rrr��rr��.�rrr.�� ri►��iii�rir�rrrr��rrr� �� ►rrr��rrr�rrr��rrr��rr� EXISTING PLATE, TYP. � lOdwi IPCITY S •• : FIBERGLASS BATT. INSULATION FILLED STUD CAVITY REMOVE EXHAUST DUCT SECTION OF TUKWILA APPROVED NOV 1 21996 EXISTING PLATE, TYP. 4 li AS no iLD Iftl 1410014 BUILDING DIVISION • .•.. •.. .. . •.% . • .•. . FIBERGLASS BATT. FIRE BLOCK AT FLR. PLATE PENETRATION NOTE: TYP. @ 2ND & 3RD FLRS. & 3RD FLR. CEILING :41 INSULATION ADD 2 x 6 SUPPORT © OPENING TYP. PARTY WALL © BATH 3" Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. 1102 Seattle, Washington 98134 (206) 583 -8030 Scale: 3 " =1' -0" 10 -18 -96 FILE: 95025\BULL-22 (E.S.A.- 95024) BULLETIN 22 ESA TUKWILA, WASHINGTON RQOF' MouiJ-f!~b GoNjIUUoUfk OPERATED c-ENTJF1 GAL E xHAU S1 FA J Fol. 3P-P rLoorL EATHt .00MS . FAN To HAVE- SPEEP GOL TR.OL t Al2 5vJIT6H W t-I IcH 15 MoIJIToR.ED • 4 ALA1aMED IN OFFICE. t 3' 2D FLOOR. EXI -IAU5T A ;'.4'. Aka I_1; A$ & 1 HR. RATED ROOF /CEILING ASSEMBLY - TYPICAL BATH U�Ts UP BATH PAM E2I WITH RALAtJC Wy p4MPER GLy. GIRILL E. KITCHE SEAL AP.oUIJD DUCT PEI-1E TRATIOtJ THROUGH DrzAFTSToP PAIZTITIo►J. 1 HR. RATED FL . /CEILING ASSEMBLY - TYPICAL LIVING AREA ITC I 4114), 26 GAUGE MrTAL EXHAUST DUcT' w 741Ic FLEX bUGT APoUFJP ' oBsTtzuc.-rlolJG As R cUIlz_ED ZE BIRPSc.R�L► -I oVEr. END of AUGT CoVE.1Z. W I- EMILIAT01Z GAP BATHRooM EXHAUST FAO olER RADIATto DAMP= > c[uIJy 15T 4 ZNP Ftsr KIT( rA-r r? . oo v Lea.on PJTP'o1 No.in.v2.1. Inc Ro,co A [k•'(1. Ain oen1 Sco" c. W 1(206) 593 5030 • • • / piff COCK 0 GEMINI MIIIIME CEILING, WALL AND INLINE BLOWERS INSTALLATION, OPERATION, AND MAINTENANCE MANUALS INTRODUCTION This manual contains information fc: the Gemini and Little Gem Blowers. Read these directions prior to installation. opera• tton. and maintenance. This manual applies to standard units For information and instructions ,�tt special e+;uiptnent. contact Loren Cook Compar, in Springfield. MO at (41.7) 869 -64 "2 Additionally. a drawing is provided whicn includes data .:;.d ,timensions for til Gemini type' oiowers. The Loren Coo): c;ttalogt ;e. Gemini Ce :i. ing, Wall, and Inline Blowers, provides additionk information describing the equipment, fan perfor• mance, available accessories, and specifications data. RECEIVING AND INSPECTION Immediately upon receipt of a shipment. carefully inspect for damage arid shortage. Inspect the fan and accessories: •Turn the wheel by hand to see that it turns freely and does not bind. •Check dampers for free operation of all mov- ing parts. Note on the Delivery Receipt any visible sign of damage. HANDLING Lift unit by the outside housing (box) or by the blower Mounting brace, Never lift by the shaft or motor. 7 A WARNING This unit has rotating parts. Safety precautions should be exercised at all times during installation. operation, and maintenance. ALWAYS disconnect power prior to working on fan. Gemini 200400 Wow - 'Iarirr�Yni.rteT.,Kt.vs xet�m'+, rA�... +�•.�••..- +r. - - -� - 1 LIMITED WARRANTY Loren Cook Company warrants that your Loren Cook fan was manufactured fret of defects in ::materials and workmanship, to the extent stated herein. For a period of one (1) year After purchase. we will replace an ■ parts found to be defective without charge, except for shipping costs which wili be paid by you. This warranty is granted only to the original purchaser placing the fan in service. This warranty is void if the fan or any part thereof has been ahem:: c- modified from its original desiEn has been abused, misused, damaged or is in worn condition or he fan etas been used other than for :r,. uses described in the company manual. This warranty does :;or cc ar defects resulting from normal w-ca' and tear. To make a warranty claim, notify Loren Cook Company, Cwneri C` 5ce.s, 2015 East Dale Street, Spnr,• field, Ivlissou i 65803.4637, explaining in writing, in detail. your complaint and referring to the spec :f c model and serial numbers of your `an. Upon receipt by Loren Cook Company of your written complaint. you will be notified, within thirty (30) days of our receipt of your complaint. in writing, as to :he mrnr,c: ;.. which your claim will be handled, If you are en tit.ed to warranty relief, :t •.arra:, :y adjustrner.t will be ct'm• pieced within sixty (60) business days of the receipt of l•:.ur written col, Ala„ ,t by Loren Cook Company This warrzrtty gives only the original purchaser placing the: fan to ser.ice: specifically t_be right. You ma; have other legal rights which vary from state to suite. LOREN COOK COMPANY MANUFACTURERS OF AIR MOV!NCI EQUIPMENT Co'corah otters 2013 L pile !tract • apringfi*t4, MO m03.4457 • (417) 6e3447A • FAX ;41 ?) 8 .3 20 Mangfech lnp Plante: SprIngt,g!d, M!t►om • Aahev,!4. North Cnro!,nn • CpCen. Jtan 4 Qornmt•M4 Soptsmbsr•i W4 • r e. • 1. gariefiLLUSalataLail The duct collar (damper frame) for fastening a ,1andard duct is located so discharge .tU be from the top (see Figure 1). When discharge from the ,Rte is desired. follow these steps. t Remove the side panel and install 1k ith the duct collar in the lid. position (sc(2 Fiure 2). b'i Move the mounting bracket from the top dis- charge to the side discharge position for secur- ing the hous:n= :o the joists (see Figures 1 and 2'1. 2. ventilator Instaliatio_n d? Fasten ductmork to the outside of the duct coil::: ;'damper framed using sheet meat screws, See Figures 1 and 2. CAUTION: Make sure sheet metal screws are paced twwh :re they not interfere :t i :h damper operation, b) Fasten the housing to the bottom of the joists through the holes provided in the tnounting bracket (see Figures 1 and 2). c) Adjust housing below the joists, the thickness of the finished ceiling. Allow 3/4 inch for lath and plaster, 1/2 inch for dry wall (see Figure 3). d) If a ceiling radiation damper is required, slide the inlet side of the fact into the radiation damper and secure with screws. After this pro- cedure, mount the unit so that the radiation damper is flush with the ceiling. The grille can then be mounted to the radiation damper. NOTE: When the unit is furnished with filters, allow 3/8 inch for lath and plaster, 1/8 inch for dry wall (see Figure 4). 3. Wiring installation WARNING Be sure electrical service to fan is locked in OFF position before wiring power to fan. 3 All wiring should be in accordance with local ordi- nances and the National Electrical Code, NFPA 70. Ensure that the power supply (voltage, frequent y. and current carryir.g capacity of wires) is in accor- dance with the motor nameplate. a) Ensure all power sources are locked off. b) Run the wires from the starting switch to the top or back knockout. Ufie existing wires and receptacle. For further information, see the wir- ing diagrams provided on page 4, 5, and 6 of this manual. 4. Pinst , Ina ailaticrt Steps a) Ensure that blower is secured to ductwork, b) Ensure that all accessories are installed. c) Check for correct amperage with an ammeter and correct voltage with a voltmeter. d) Check wheel -to -inlet clearance. Make sure wheel does not rub against the inlet. STORAGE If the unit is stored for any length of tirne prior to installation, store the unit in its original shipping crate. INSTALLATION This section covers basic installation for the duct collar, ventilator and wiring. For additional safer), information, p!eas:.: refer to :INCA Publication 410 -90. Safety Practices for Users and Installers of Industrial and Cc nrnerr:al Fans, provided with this manual. If you did net receives this bulletin, you may request a copy from the Loren Cook Company by taming (41 7) S69 -:474. WARNING To reduce the risk of firt, electrical shock. or injury: 'Do not install in a fire rated wall or ceiling, *Do not vent exhaust air into spaces within walls or ceilings. •Do not install fan in a cooking area. 'Do not use to exhaust dirt, dust, grease or lint -laden air, ou-:ar dit C.A /41us/ ..DUCT Co.►.yR :NilKE Figure 1 t1rE PAhEI LX:GT . f� —Y- ?:fir,` ;`. ;:, RAC tun: 1 re 2 r //i tRACKET tte I ' 1 CR:LLE )401 i.•- .41.t.OW FCR CE;Jka TH CI NUS 'NKNURLEC 34IGGRLTEU /NCTALLAT oN-- WA !IV UU WITIiOUT FILTER Figure 3 "i o er ALtOw x�• FOR FX.Tftq NOTE—ALLOW FOR CCILJE*3 THIu?Wigee UGGt$rEO INrAu ATtoI4— UNIT WRN FILTER P'1LtZ* ORIU.E ere 'IOW" 4 t 1 C"orlet ho. tin; k1:tor Pt210 Bolts to et Riritar,sure proper cleImmo beM ion wheel end ;Hilt ring) Molor Figure 7. Oemihi 600 through 2000 Wiwi Cc mponorts 'Ib pin access to the Gemini 800 through 2(M series to inspect, dean, or repair, refer to Figure and follow these steps: 1) Remove grille. 2) Remove blower assembly from housing: a) Disconnect the motor from the electrcal supply. b) Remove motor plate bolts. c) Slide motor plate and remove motor/blower assembly from box. 3) Remove inlet rings from blower housing (both sides). 4) Mark the wheel and housing to ensure correct replacement of blower wheels (one is CW and the other is CCW). then remove the b1oveer wheels with an ellen wrench. 'lb re- Assemble the Gemini or Little Gem, sim• ply reverse the disassembly instructions. Make sure that the wheels do not rib on the inlet rings. When replacing the motor, make sure the moto: and wheels are properly aligned with the blower housing. CAUTION: For Gemini 200 through 700 series, ensure that blower discharge flange is secured in clip at box. • 9 Motor b' rings voile pre•it :'oticated and, under norr.al conditions, will not :t quirt further mainte- ^.Snc? r ^r 7 P e^0;: of te:. 1 P,^J•i. ; ~e � ^.• re-move :i:: :C': ::te t::a,:r ;2a;s :ref ►.:... !igtcAr Seryioes To service the motor, simply remove one hots :nx from the rrio :or plate. Should the r rotor prove defective within the one - yeex pried. it should be returned to your nearest authorized rno:or service station. See the Class :,�t' Socttoh c;, yr•:.1 tslepbone directory under the par. ti uiar r of : :ranu'factc.rer or eonta.~t your local Loren Cook i prerentative. • • REPLACEMENT PARTS LISTS LITTLE GEM 1 • W.hlkatsarosa.Pexasax/....116....-----•••••-.4 Mt' of SalIFTIDN 'HAMA 'WORM 1,241 1 onmEEL 1 2 LOLNER SLADE 1 3 ROO CUPS 2 4 RASES STOP 1 5 MSS SUSruNcis 2 8 MOUNTING BRACKET — 2 7 GRILLE 9CREwS 2 0 MAZDA I 1 0 INLET PLATE ASSEMBLY 1 ...J i....o 11 CONDuiT e0X & UD i mougrm BRACKET- 1300S 11 al.0176F.ViaritWairtlan.,..... • • WIRING DIAGRAMS WHITE LITTLE GEM LINE awrop•e••• e.aauel•wwww.....n140.•■•••■•■•• BLACK LINE GEMINI 200 THROUGH 900 SERIES WHITE--,......,............................_. LINE . .,,. ....._. • , BLACK (HIGH) - •••••■• •-••••• .; ......, ,..„-- ..., . 1 i .. BLUE (MED) - , ....... • ....... ...... 1 , ..... am . 'N i • • K.,2 1 ; LINE v.• RED (LOW) - • - • _ .................._ ;,•:, NOTES; INSULATE UNUSED LEADS 1,. i..; .., FAN PLUG BOX IS DESIGNED FOR SINGLE SPEED OPERATION, USING AN FSC TO VARY SPEED IF REQUIRED. alMODEEEL01.4.0FIE THAN TWO LEADS . 4 • , 1 ARCHITECTURE & P :vNING, INC. ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030 FAX: (206) 583 -0708 TRANSMITTAL To: Duane Griffin, Building Official Date: 11/19/96 DCD Building Division City of Tukwila Project: ESA - Tukwila #806 6300 Southcenter Boulevard nECENED Tukwila, WA 98188 Project No: 95024 Re: Building Permit No. B96 -0075 Mechanical Room Revisions Description: Nov 2 0 1996 DI 4 Copies Each, with City Revisions Submittal coversheets and:Cover Letter dated 11/18/96, Re: Mechanical Room Revisions, dated 11/8/96 and attachments: Bulletin 25.1 rev. date 11 /18 /961Bulletin 25.2 date 11 /8 /96•Bulletin 25.3 rev.date 11/1 8/96: Bulletin 25.4. date 11/18/96. Remarks: Via: ❑ Sent per Your Request ❑ For Your Use /Reference ❑ For Review /Comment ❑ For Your Signature ❑ For Your Approval ❑ For Distribution ❑ For Your Records ❑ Other ❑ Maii ❑ Courier ® Hand Deliver ❑ Ovemight UPS ❑ Hold for Pick Up By: Con Kucera cc: Dave Larsen, Building Inspector, City of Tukwila; xmittal only. Dan Sterns, ESA Ray Martin, Magnum Construction 1 ARCHITECTURE & PLANNING, INC. ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 5i�?.:.: �:•'. l'." ii• ".K'= 43R "':4'i'4'..i.'^ti,. -C:C, RAF". D' �i: A' i�4Ctr ..�.�,w,..�.�n...FKtivaG.:.i1; t::'D`.':15'�:na: t. PHONE: (206) 583 -8030 FAX: (206) 583 -0708 TRANSMITTAL To: Duane Griffin, Building Official DCD Building Division City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Date: 11/19/96 Project: ESA - Tukwila #806 Project No: 95024 Re: Building Permit No. B96 -0075 Mechanical Room Revisions Description: 4 Copies Each, with City Revisions Submittal coversheets and:Cover Letter dated 11/18/96, Re: Mechanical Room Revisions, dated 11/8/96 and attachments: Bulletin 25.1, rev. date 11 /18/96 :Bulletin 25.2, date 1 1 /8/96: Bulletin 25.3, rev.date 11/18/96 :Bulletin 25.4, date 11/18/96. Remarks: ❑ Sent per Your Request ❑ For Your Use /Reference ❑ For Review /Comment ❑ For Your Signature ❑ For Your Approval ❑ For Distribution ❑ For Your Records ❑ Other Via: ❑ Mail ❑ Courier ❑ Hand Deliver ❑ Overnight UPS ❑ Hold for Pick Up By: Con Kucera cc: Dave Larsen, Building Inspector, City of Tukwila; xmittal only. Dan Sterns, ESA Ray Martin, Magnum Construction CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenfer Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 71 /ov /7, /99a PLAN CHECK/PERMIT NUMBER: .Y 9‘- 0075 PROJECT NAME: EX TS,t/OE ' SrY Aft /CA - %//V PROJECT ADDRESS: /515/ c3 €° / ve% 5. CONTACT PERSON: A PHONE: cg3 -gO3 D GP /V/O.ec V /rccr1 REVISION SUMMARY: ` ge_c/V44J /GAL %eoo.‘i X7EV(5/OA5 ('ca»e l>/Jr_E,2_2 i, te/ /fn) L`,Vcc0sU,e6 a cioriFs &M- 7Z „Lap cv,f -f/az/ f,tJ w/7 V /,'' or /,vcf' s6i°,r�Ar7,c/ A /(-ferGcV,4x/i<✓lz /2DO/yj,, /,J. /2/ co a e'.e ,.- ov /. /,'W ,‹j, /.�c4rouWc -1 �on.�l FL2 fio,{Jf /�atcETif1,25: ,2/ , ,e2 /gvGGC /,rj2.S 3 /UJ.r/; /3vc c cr?.J 2 5; 4t /WA/ 12 O ,5iW7 S GT /O•vAT 20 a' ' SHEET NUMBER(S) l-�o ilECirlficd4 yediVe /,2// /4- /,Z DTL. 16 a� " ". "A "Cloud" or highlight all areas of revisions and date revisions. APPROVE DEC 0 4 1996 AS NOTED SUBMITTED TO: ,7e/.7.44- Qie/,C1/ BUILDING DIVISION 3/19/96 MEMORANDUM November 18, 1996 Duane Griffin, Building Official Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 RE: ESA - Permit No. B96 -0075 Mechanical Room Revisions Dear Duane, Attached is Bulletin No. 25 for revisions to the Mechanical Room, No. 121. The size of the water heater requires 1 hour separation from adjacent spaces, which exists, except for the opening to the laundry facility in the adjacent space. Bulletin Sketches 25.1, 25.2, and 25.3 reflect updated 1 Hr. wall requirements to isolate the dryer facility. Bulletins 25.3 and 25.4 reflect the revised hot water heater flue size from Kartchner Engineering, and 1 hour flue shaft termination at the roof, per UBC Section 711.2 Exception 1 are part of this Bulletin. This revision supersedes the revision submittal dated November 8, 1996. Roy =rg President LPN Architects nd Planners, Inc. enclosure: cc: Dan Sterns, ESA Ray Martin, Magnum Enterprises Con Kucera, LPN CITY OF TUKWILA APPROVED DEC 0 4 1996 AS NOTED BUILDING DIVISION BOTTOM OF 10" x 24" DRYER VENT @ 1' -0" A EXISTING . .F. 14" x 14" LOUVERED COMBUSTION AIR INTAKE GRILLE, ALIGN W/ TOP OF DOOR 1 -HR OCC. SEPARATION ENCL. AROUND DRYER DUCTS, & COMBUSTION AIR 1' -4" W. x 2' -6" H. EXIST. 1 -HR WALL TYP. 8" DRYER DUCT TRANSIT ON TO 5"x 12" ®12" A.F.F: 0 DRYER • x 6' -8" ELED DOOR/ FRAME ASSEMBLY, 1 PAIR SELF CL(1NG SPRJNG SPRING HINGES, % R. P4oP.. LATCH. HEAT PU • 1HR HEATI . OCC. SEP PER UBC G 'EQUIP, RM. TION WALLS ECTION. 302.5 5" 10 17 3/4" L._---- - -- B 5"x 101' C.A. DU RISE WITHIN 12" OF CEILING EXISTING 1 HR WALL, FULL HEIGHT T gasnNC `Fl�. o SEPARATI S WALL iYP. F�ULLIi'[ 19" ` -�CLR cV ■ 1 HR. WALLS (OCC. SEPR.) 5/8" TYPE "X" GWB EA. SIDE OF 2 x 4 PER UL #305 fIZZZ#Zr(M/I.e.,ZZ 0 MAINTAIN CLEARANCES ® FLUES NOTE: FEILD VERIFY CLEARANCES AROUND DRYER, FURNACE, HOT WATER HEATERS & HWH. EXH. SHAFT. Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 Scale: 1/4" = 1' -0" 11 -08 -96 REVISED 11 -18 -96 FILE: 95024 \ESA3 —R2 (E.S.A.- 95024) K.E gigiWg1I iAAIJ APPROVED DEC 0 if 1996 AS NOTED BUILDING DIVISION BULLETIN 25.1 1HR WALLS/ FULL HT. ESA ' UKWILA, WASHINGTON 14 x 14 LOUVER, ALIGNED W/ TOP OF DOOR, EQUAL TO AMERICAN WARMING LE 48 EXT. WALL * C.A. - COMBUSTION AIR 7" x 14" C.A TO PORTION OF LOUVER FIRE CAULK TYP. V 10 x 24 ALUM. STORM PROOF LOUVER, NO SCREEN, W/ HINGED SIDE EXISTING SECTION A -A 2' -0" VERIFY 7" x 14" C.A. DUCT BOTTOM 1/2 OF LOUVER OPEN TO DUCT CHASE AT FLR. 1 HOUR OCCUPANCY SEPARATION - WALL PER UBC SECTION 302.5 5/8" TYPE "X" GWB EA. SIDE OF 2 x 4 @ 16" 0.C. 10" BUTTER TOP EDGE OF 5/8" TYPE "X" W/ FIRE CUALK 7, A CITY OF TU APPROV DEC 0 4f 1998 _J- AS NC T D B BUILDING D1 7310N -5" x 10" C.A. DUCT EXTEND - INTO MECH ROOM, EXTEND UP WALL AND TERMINATE 12" BELOW CEILING 5" x 12" DIA. DRYER DUCT SECTION B -B DRYER EXHAUST DETAIL Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. 1102 Seattle, Washington 98134 (206) 583 -8030 Scale: 3/4" = 1' -0" 11 -08 -96 FILE: 95025 \BULL -25.1 (E.S.A.- 95024) BULLETIN 25.2 ESA TUKWILA, WASHINGTON 3'4"I ROYCl; A BE STATE OF WASHINGTON W J u cr W • 1. • 2 w ¢Nz dz�cria? o° 0c3ia ,<C t cj►- LLWW?EcO u.—> Amu Wwocm° Lywraodaa ZIi..N- aw.twXZWw zzozia5.awt�t - ►r uw- I� -cQ >la.z QN+•,_,wWp tnp►- OmmQ0aU 1 lt.0mcc,m0 .*=Na Q = 3h1wt"5ao /-3 1 0"Zti.(n O ~ILL, WWOW 0 2 umzoF-. QZ tiN� Qom►- ,WOZO� I WI- a >c�occncro 1 zowo h-cLc1 cw 3 >acla¢amaa IC I iD .'Lets • co N N / /1' / • CITY .OF TUKWILA APPROVED C 04 1996 AS NOTED BUILDING DIVISION. • ROOF DECK PRE - ENGINEERED WOOD TRUSS. TYPICAL SEE STRUCT. DWGS. ONE PIECE 14 GA GALV. METAL CAP, SHOP FABRICATED AND PRIMED (TRIM FINISH) HOT WATER HEATER FLUES: 2 - 10" DOUBLE WALL "B" VENT FLUES 5/8" TYPE "X" FIRE RATED GYP. BD. 1 HOUR CEILING: 2 LAYERS 5/8" TYPE "X" FIRE RATED GYP. BD. ON RESILIENT CHANNELS 1 LAYER 1" FIRE RATED GYP. BD. SHFT LINER 5/8" TYPE "X' GYPSUM BOARD 1" FIRE RATED GYP. SHAFT LINER 2' -5 1/2" 2 LAYERS 5/8" TYPE "X" FIRE RATED GYP. BD. FIRESTOP ® CLG. • U.L. DESIGN ASSEMBLY NO. U469 1HR. RATED SHAFT 2 1/2" CH STUDS 0 24" O.C. REFERENCE: WALL SECTION A�N1SE 1/2" 4 Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. 1102 SeatUe, Washington 98134 (206) 583 -8030 Scale: 1 1/2" = 1' -0" 11 -18 -96 FILE: 95024 \BULL -25.4 (E.S.A.- 95024) BUILDING DIVT ION 265 DEC 0 4 1996 AS NOTED SHT A -12 BULLETIN 25.4 ESA TUKWILA, WASHINGTON ' G1STERED 'CHITECT ROYC STATE OF WASHING N OCT 18 '96 34 :31 LPN ARCHITECTS (206)583 -0708 P.1 /18 • ; ARCHITECTURE &PLANNING, INC. ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN.K. •CHIN, PRINCIPAL, 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030. FAX: (206) 5834708 MEMORANDUM VIA FAX AND MAIL To: Duane Griffin, Building Official DATE: October 18, 1996 Department of Community Development City of Tukwila PROJECT: ESA Inn - Tukwila, #806 6300 Southcenter Boulevard Tukwila, WA .98188 PROJECT NO: 95024 • RE: ESA - Tukwila; #806 — Bathroom Exhaust Vent Ducts - Revisions Dear Duane: We are submitting these bathroom exhaust fan and duct design revisions for written City approval, per prior conversations and meetings; see attached revised building section, Bulletin 20, dated 10- 18 -96. 1. First and Second Floor Bathrooms: Install a ceiling exhaust fan with a radiation damper (Per UBC Section 710.2, Exception No. 2. See attached cut sheets for Little Gem, Gem -II exhaust fan and radiation ,damper.) in each bathroom. rte, /1 �p^ ' on - dampel�enetfatiert- thfeagh -5f8'- ,� J S - membrane -w1 - f46' '_ Run the 4 °0, 26 gauge exhaust duct within the guest room's one- -6 /9.2.4.-4-- hour ceiling/floor assembly using UL listed 4 "0 flex duct (specified per // Mechanical Drawings, Sheet MP -1)as required to get around obstructions. Seal around the duct penetration through the exterior wall for a draftstop (per UBC 708.3.1.1.2). Vent the duct to the outside, daylighting it through the vertical face of the exterioe deck spandrel. The end of the exhaust duct is to be covered with a wire birdscreen and a terminator cap with a hinged flap; see attached Mechanical Engineer's Memo, dated 10/18/96. Timer control....switches will be used at bathrooms. ' Third Floor Bathrooms: Install a ceiling mounted exhaust grille with an adjustable balancing damper over a radiation damper (Per UBC Section 710.2, Exception No. 2) connected to an exhaust duct. The duct work is inside the attic space where it is combined with other Third Floor bathroom exhaust ducts per CITY OF TUKWILA APPROVED OCT 2 2 1996 AS ('OfLO BUILDING DIV1S1 RECEIVED OCT 18 1996 t-,m COMMUNITY ' ',. " , OCT 18 '96 14:33 LPN ARCHITECTS (206)583-0708 P.4/18 Duane Griffin. October 12, 1996 Page 2 of 2. the Mechanical. Drawings. These combined ducts are then collected at a continuously 'operating centrifugal exhaust fan per the Mechanical Drawings. Since only one third of the bathrooms are now connected to these roof mounted exhaust fans, a rheostat speed control will reduce the speed of the exhaust fan by 50% per -the 'City's -direction, the roof mounted exhaust fans are to have air, :switch sensors wired to an Office monitoring panel with the rest of the building alarms, so art alarm will sound and a light go on if a roof mounted exhaust fan quits or Somehow becomes obstructed. t 3. The existing "exhaust shafts" are to be abandoned, duct sections removed, and the cut plate penetrations filled with fiberglass batt fire blocking. (per UBC 708.2.2) and then covered with a 2 x 6 between "shaft" studs at the bottom; see attached Bulletin 22, dated 10-18-96. The wall cavity is then filled with fiberglass batt insulation. This filled opening is within the one hour assembly and occurs at the Second Floor, Third Floor, and Third Floor ceiling per the attached sketCh. Previously designed First and Second Floor ductwork above third floor ceiling to connection to Third Floor exhaust duct is abandoned and removed. Cap: abandoned duct connection per Mechanical Enginees Memo, dated 10-18-96; • Please.call me or Con Kucera at 583-8030 if there are any problems with this revised exhaust vent system: • , Y:Ken .K Chin . Principal LPN Architecture and Planning, Inc. attachments cc: Dan Sterns, ESA Development Richard Kartchner, Kartchner Engineering Ray Martin, Magnum Enterprises OCT 18 '96 14:32 LPN ARCHITECTS (206)583 -0708 x.2'18 • • � • • : � _� / NON - LOAD BEARING PARTITION WALL . Mal 1 dim..... 1 :' r;. FIBERGLASS BATT. FIRE BLOCK AT FLR. PLATE PENETRATION __.‘ . EXISTING PLATE, TYP. • :*ggiltila :, .:• .W11111L4 81°11110 10401 J. • t FIBERGLAS BATT. INSULATION FILLED STUD CAVITY REMOVE EXHAUST DUCT SECTION • • • • • • • • • . . .. •EXISTING PLATE, TYP. • BATT. FIBERGLASS FIRE BLOCK AT FLR. PLATE PENETRATION NOTE: ; TYP. ® 2ND ¢c 3RD FLRS. & 3RD FLR. CEILING Me . ADD 2 x 6 INSULATION SUPPORT ® OPENING :TYP. PARTY WALL @ BATH 1 . 3" Scale: 3 " =1' -0" 10 -18 -96 . FILE: 95025 \BULL -22 (E.S.A.-95024) BULLETIN 22 ESA TUKWILA, WASHINGTON OCT 18 '96 11:33 LPN ARCHITECTS (206)5613 -0708 RGOF l',101J141V17 GONTILluoUSLY .1. -RATED cei4T 4Ftc.AL. Ext -1AU5T 1A1-i Fog.. 3VP • FLooR. SATHIZooMs. IRAN . To HAVE. SPEED GoUTRoL /AIM Sm/ITGH. WHICH Iy MotJITp1.0 t7' tf+1.OF.FIGt.. P.3 /18 • 0%3rrro.0100i■wODiiiOOiidli.ie •�������*����rrr�.i�rrsr� 1 HR. RATED ROOF /CEILING ASSEMBLY - TYPICAL LIVING AREA BATH E, KITCHE _411.0Pirr' ITC1 411911k 4:11i1 1 ' HR. RATED FLR /CEILING ASSEMBLY - TYPICAL LIVING AREA 1 411+, 26 4AUC1E METAL ExNAUb'I' DUcT" w/4 "4 FLEX' DtkT ArZoLAJD oBSTRUc�Ior.,tS As RtgUIeL`D WILE alRpso�.Ea►J ova G.G&W. caF: pIJGT G W /TEMIUI+ITo KIT 'I a✓ .0A-11- ZOOM EXHAUST 2U CT I H C� OCT 18 '96 14 :34 LPN ARCHITECTS (206)583 -0708 KARTCHNIER ENGINEERING 1546 E Fairview Avenue Meridian, Idaho 83642 k208) 888 -7148 FAX (208) 888 -7166 FACSMIL1E TRANSMISSION COVER PAGE PAGE' . / OF i'nclAing this page) COMPANY: L_ P/I/ ATTENTION: C.0 FAX•NUMBER: 2O t2 63 6.2:___745 5 SUBJECT: Et4 Kw; 44 MESSAGE: L�Tr-i C- 'thin .j,� e, X ' P.5/18 ZAATCias 111101iumc D • 5�' �'. P. 7D i''J . ,4 ,�,, Ob4. &<r 2e- .we76 nki v41 k-ytt ' ..EuR , .1r K 't z eje Lstc ec P v/D •: - •. cf. t%�st- r : �✓� G€Mt ' GoRViar WILL No7' FiePar7 FAX SEN BY: (- (SY INITIALS) If any part of this transmission is ;Ilegible or is not received, please call this office as soon as•possible. Mechanical Engineers • 1546 E. FaIriiAw Aviinue • Mar Coon, 1dQhQ 83642 • 008)068-714 • FAn (200) yt;► ; <. r (C.". .,� .+'1�:. 1.r 10,10 i..r�Y'_ .n•47.. ,. 1010.... 1010; ..;..: •': " -, :if ', i OCT 18 '96 14 34 LPN ARCHITECTS (206)583 -0708 ARCHITECTS KARTCHNER ENGINEERING 1546 E. Fairview Avenue Meridian. Idaho 83642 (208) 888.7145 FAX (208) 888-7165 FACSMILIE TRANSMISSION COVER PAGE DATE. PAGE' l OF COMPANY: L PN ;including this page) ATTENTION: 69A1 OR (CL —nl FAX NUMBER: '•20( 5-83 (270 SUBJECT: /z 54 - v 4wcat MESSAGE. L Xi s rj ic i' w dy ! H 47T7G {0/+1 • 4 etwo fi- 'Th0 of S6+,t5r75./ Ae i fintia . W ___/ke . kv/ C #P/e,to 4 : Ses; ilk 4evd.__ S" P.6/18 KAITCIflI s>rslrsss!NG FAX BY: (BY NITIALS) _10.11•■•• If any part of this transmission is illegible or is not received. please call this office as soon as possible Mechanical Engineers 1 „140 b. 1•i)irview Avarlu® • MorK.116 1. 10c3ho 83/.$4; • (416) u&. / I.1G • 1-A> (A,i j ;10, OCT 18 '96 14:35 LPN ARCHITECTS (206)583 -0708 Clow*? Mowing Mora, PIate Bolts Wel 1 Motor Plate Inlet iltna(eneum••proper cle$roro• Moto, !Orion, wneet And inlet Mg) Ellin 7• °M1int 000 theoush 2000 Hennes Competent* 1b pin access to the Gemini 800 through 2000 series. to inspect, clean, or repair, refer to Figur.: 'r and follow these•ateps: 1) Remove grille. 2) Remove' blower•assembly from housing: a) Disconnect the motor from the electrical supply. • b) Remove,motor plate bolts. c) Slide motor plate and remove motor/blower assembly from box 3) Remove inlet rings from blower housing (both sides). • 4),Meirk the wheel and mousing to ensure correct replacement of blower wheels (one is CW and the other is CCW). then remove the blower wheels with an,allen wrench. re'asseatbls the Getitini or Lttete Gera, sim- ply reverse the disassembly instructions. Make acre that the wheels do not nib on the inlet rings. When replacing ;the motor, make. sure the motor and wheels. are properly :aligned with the blower housing. CAUTION: For Gemini .= through 700 series, ensure that blower dischArge flange is secured in clip at box. • e P.7 /18 amino motor beer gs come pre-lubricated and under normal conditions, will not :eclair: further .mainte- nance fnr a period of ten years. Should the uno : s.aEtf •.1 ;lgc, is is remove the motor titer ttl:ee•years' operatic:: have you ma1Ateiance drpa:t:ner: rt- uh ictrt: •., bE•ra -ir, > *01 MQZar Se!ry }cee To service the motor, simply remove one housing from the motor plate. Should the motor prove defective within the one - year period, it should be returned to your nearest authorized motor service station. See the Classified Section, of your telephone directory under the par- ticular mot manufacturer or contact your iocai Loren Cook representative. 18 '96' 14: 3i LPWRO:tItCTS (206)583-0708 REPLACEMENT PARTS LISTS LITTLE GEM am, otwournoti I - maim 14,11 1 mgrs. 1 2 LOUVER KAU '1 ROO CLIPS .4 2 4 MI RUIIIRR STOP 1 IMAM OUSPIINO 2 gi MI IliOlibtflNG artrrir 2 . GRusacRays S IICITOPI 9 ; . MET PLATE 4281,113LY CONDUIT 50X & LJO 1 11111131111111 11 moomms aRear Boos 11 • P.8/18 . ; • OCT 18 '96 14 36 LPN'ARCHtE,CTS (206)583 -0708' • LIMITED WARRANTY Loren Cook Company watrants that your Loren Cook fun W33 manufactured free of defects in materials. and Workmanship, to the exient stated herein. Pot as period of one a I) year•a ter purchase. we. will replace. any parts found to be defective without charge, except for shipping costs which will be paid by you, This warranty is granted only to the original purchaser placing the fan in service. This warranty is void if the fan or any part' has been altered or modified from its original design or has been abused, misused. damaged or is in worn condition ur if the fan has been used other than for :tw uses described in the company manual, This warranty does not a:o.er defects resulting from normal wca r and tear. To make a wattanty claim, notify Loren Cook. Company, General Offices, 2015 Sag Dale Street,'Spnng- field. Missouri 6580 3-4637, explaining in writing, in detail, your complaint and referring to the specific model and serial numbers of your fan. Upon receipt by Loren Cook Company of your written complaint. you will be notified. within thirty (30) days of our receipt of your complaint, in writing, as to the manner in which your claim will be handled. If you are entif..ed to warranty relief, a warraaa.-1;y a.djustmcrt will be com- pleted within sixty (60) business days of the receipt of your written complaint by Loren Cook Company This warranty gives only the original purchaser,placing the fan in service specifically the right. You may have other legal rights Mach vary from state to state. LOREN COOK COMPANY' MANuPAC1URE 6 Of AIR )AGVINcl EQUIPMENT Camino Olf eV 2D1$ RAMP fuwL • iplinglAMd, Ih E90341113t • (417) ♦ e 4474 • ri (4171 t$2•3$1O Manwiapullas Rlaetl: $prangrield, Mitaorol AiMwma. Nanh Carotin • 4getn, Mn PROM i.•0:: : *eo 0trnini.*A S∎p1ertheNei , n • • It • .• .1 KARTCHNER ENGINEERING 1546 E. Fairview Avenue Meridian, Idaho 83642 (208) 888-7145 FAX (206) 888-7165 • FACSMILIE TRANSMISSION COVER PAGE DATE: to . PAGE: _OF (Including this page) COMPANY: LP.i ATTENTION: cip c. FAX NUMBER: 'Zola G qb% 0-20 SUBJECT: MESSAGE: - ..44610 ICAITC1111111.otetnumc 4i.•■••••■••• • `........nw■•■■■••••••••■■•••■••••••■•■ FAX SENT BY: (BY INITIALS) J ltany part of this transmissiori', is illegible or is not received, please call this Office as soon as possible. Mechanical Engineers 1546 E. folrviOw Avenue • Meridian, Idaho 83642 • (2O8)888.716 • FAX (2O) Ii68../ IGO E3T/0T:d • 82-€8S( 9�2) S.L03.1.IH0e11:3 1.1c1-1 9E :17T 96$ 8t .1.00 • . • . : • • • • • 8t /tt'd (Single Blower. Shownj'. . 10 ' -7) . 8020- E8S(902) SID31IH9�Id Nd1 98:'T 96. 8T 190 • -1= - i ; 0Ct _ 1$' ' 96 14:37 LPN Af2CI 4TEC tS (206) 583- 0708 • • P.12/18 GEMINI srumrsallersINIMMIPIIMISIIMMIMBINIINNOSIMINIOMMIPINIONNIIMMI CEILING, WALL AND INLINE BLOWERS . INSTALLATION, OPERATION, AND MAINTENANCE MANUALS : • . INTRODUCTION This manual contains information for the Gerald and Little Gem Blowers; Read these directions prior to installation, opera. non. and maintenance. This manual applies to standard units. For inforrriation and instructions on special equipment. contact Loren Cook Company in Springfield. M() at (417) 869.647 2. Additionally, a drawing is provided which includes data and ,dimensions for the Gemini type: blowers. The Loren Cool 4 catslogue :Ge nini Cell. ing, .Wall, and Inline Blowers, provides addition.. information describing the equipment, fan perfor- mance, 'available. accessories, and specifications data. RECEIVING AND INSPECTION Immediately upon receipt of a. shipment. carefully inspect.'for damage and shortage. Inspect the fan .and accessories: •Turn• the wheel by hand to see that it turns freely and does not bind. ■Cheek dampers for free operation of all mov- iag Pew.' Note .on the Delivery Receipt any visible sign of damage. .'(HANDLING • Lift unit by the outside housing (box) or by the blower mounting brace. Never lift by the shaft or motor. WARNING This unit has rotating parts. Safety precautions should. be exercised at all times during installation, operation, and maintenance. ALWAYS disconnect power prior. to working on fan. smh 1 300.700 Vanes OCT 1896 .1,4 ? 37 ,LPN ARCH I Tt'CTS ( 206 )583-0708 STORAGE tbe.0 nit is stored for any length of time prior to installation, store the unit in i.ts original shipping MIL INSTALLATION This section covers basic installation procedures for the duct collar. ventilator and wiring. For .additional safety information, please refer to AMCA Publication 410 -90, Safety Prrtrttces for Wers•and Installers of lndasirial area Commercial Fart, provided with .this manual. If you did not receive thts'bulletin, you may request a copy front the Loon Cook Company by calling (417) 869-6474. WARNING . To reduce the risk of fire, electoral • shock, or iryury: *Do not install in a fire rated wall or ceiling. •Do not vent exhaust air into space* within walls or ceilings. •Do'not install fan in ai cooking area. •Donot use to exhaust dirt, dust, grease or lint•laden air. sox MOVtitkiC 6RAGKET 4 CASIUIST P.13/18 DUCT OOLLIR %NTAK! SIOt N►r+EL Coe PAUL aNGT GCLLAR NO a 5UGOW aTAL1.rmQ SCRIM UNt WrrH9Itf FILTTR • ~� GRILLE 'fi- �asL.a'►8 FOR C�Ii,INa 7MIClWtSB \�U� TEO ►K t�-• Vag r Flgura 3 1�Q�� 1 fr ALLOW WII• ►OR FA.TU NO11:. 1.1.0* FOR COUNO TNlniwtale Ml( duaa(*rED AU.AT14■ UNIT Wm4 w a*K 94161111 4 :'. •• •OCT'18 '96 14:38 i_PN•ARCHITFCTS (206)583 -0708 • 1. gimallart f Diseha rp The duct collar (damper frame). for fastening a .tandard duct is located so discharge be from the top (see Figure 1). Wham discharge from the .tie is desired, follow these steps. a) Remove the side panel and install with the duct collar in the do position;(scc Figure 7). b1 Move the mounting bracket from the top dis- charge to the side discharge position for secur- ing the .housing :o the joists (set Figures 1 and 2). 2. Ytentilstexingigthelori a) Fasten•duetwork to the outside of the duct collar (damper frame) using sheet metal screws. See Figures l and ?. CAUTION: Make sure sheet metal screws are placed where they do r.ot: interfere with damper operation. b) Fasten. the housing to the bottom of the joists through the holes provided in the mounting S. bracket (see Figures 1 and 2). c) Adjust housing below the joists, the thickness of the finishedceiling. Allow 3/4 inch for lath and plaster; 1/2 inch for dry wall (see Figure 3). d) If a ceiling radiation damper is required, Slide the inlet side of the fan into the radiation . damper and secure with screws. After this pro- cedure, mount the unit so that the radiation damper is. flush with the ceiling. The grille can tben.beruounted to the radiation damper. NOTEt•'Wheti the unit furnished, with filters, allow 3 /8.inch for lath and plaster, leg inch for dry wall (see. Figure 4). • 3. W 1ri mite)) tI • WARNING Be sure electrical service to fan is locked in•OFF position before wiring power to fan, 3 P.14/18 All wiring should be in accordance with local ordi- nances and the national Electrical Code, NFPA 70. Ensure that the power supply (voltage, frequency, and current carrying capacity of wires) is irl eccor•' dance with the motor nameplate. a) Ensure all power sources ate locked off. b) Run the wires from the starting switch to the Fop • or back knockout. Use existing wires . and receptacle, For further information, see the wir- ing diagrams provided or page 4.5. and 6 of this manual. . 4. PInal Ina a ladon SStglp woo �w� � ' w a) Ensure that blower is secured to ductwork, b) Ensure that all accessories are installed. e) Check for correct amperage with an ammeter and correct voltage with a voltmeter. d) Check wheel -to -inlet clearance. Make sure wheel does not nib against tha.inlet. -1;'-';.00T 1.8 '96 14039 LPN ARCHITECTS (206)583 -0708 WIRING DIAGRAMS LITTLE GEM WHITE LINE BLACK - LINE QEMINI 200 THROUGH 900 SERIES P.15/18 WHITE LINE .BLACK (HIGH) - . .. - .._. , ._ ..- i Ni, 1 BLUE (MED) ........t........ ..,_ • _ . _ ..., LINE • RED W) _._. _ ........ - _, I t t NOTSS; INSUI.ATO UNUSED LOADS FAN PLUG SOX IS DESIGNED FOR SINGLE SPEED OPERATION, USING AN FSC TO VARY SPEED IF REQUIRED. raNaLwiaglagt.OFICTIteiN TWOIZAM 4 - • • • • 8T/9 I'd GEMINI 1000 1 PH/60 HZ/115V MARATHON 6.0 AMPS •PURPLE LINE 1 WHITE LINE 2 YELLOW ORANGE-- ORANGE— INSULATE - INSULATE WHITE • BROWN .I 3 PM / 00 HZ / 208-230 V MARATHON 2.2-2.0 AMPS MAGNETEK 2.2-2.0 AMPS • Fellim•-ver4,•.1■•'):‘':,s,..••nv!.q•rirtoNrri•fIN•iltr,vrli ti•V•Mr-P.,*'.%":1t7MOW7trillsnrosoerr.•••1•• 1 PH /80 Fitt 208230V MARATHON 2.8-3.0 AMPS PURPLE YELLOW - LINE 1 • LINE 2 BROWN INSULATE T4. P4 T5 P6 TO P6 T4 Te Te TB T8 111=11111••■••■••■• INSULATE —1 INSULATE INSULATE T1 T7 T2 T8 7,3 TO t•—••••■••■• •••••••••••••10:1 LINE 1 LINE 2 LINE 3 3 PH/60 HZ/480 V MARATHON 1.0 AMPS MAGNETEK 1.0 AMPS • INSULATE 71 ..:— LINE 1 4.111.1-- T2 LINE 2 INSULATE 73 LINE 3 P4 INSULATE P5 INSULATE INSULATE P6 INSULATE' 5 6022-E6S(902) S1031IFIDNU 1.41 66:0T 96, En 100 • • • • .. i•r:e: �.•r e,;n,,.nxuF:: ,�.zam • . , ...."'P'.: �X'•Lfa; .. ..'SYEtfi4] +Gti. ^s'J,L 1 PH/80 HZ/ 115 V MARATHON 10.8 AMPS ORANGE LINE BROWN �... INSULATE BLUE ---�' WHITE --! �...... LINE 2 BLACK - -J 1 PH180HZ /115V LEESON 10.2 AMPS P1 P2 T3 ---� T2 T4 T5 LINE INSULATE LINE 2 • GEMINI 2000 3 PH / 60 HZ/208.230 V MARATHON 4.1.4,2 AMPS LEESON 3.4 AMPS T4 Tt INSULATE LINE 1 P4 T7 T3 INSULATE P6 TO INSULATE PS -� 8T /L1:•d T2 LINE 2 Te T3 �_._. LINE3 T9 1 PH /60N2 /208.230V MARATHON 8.13 -5.4 AMPS ORANGE .. ; LINE 1 BROWN. ' INSULATE SLUE INSULATE. WHITE -I BLACK i LINE 2 PH / 60 HZ / 2D8.230 V • LEESON 3.2 AMPS • P, LINE P2 --- IN8ULAT' T3 INSULATE T2 T4 .LINE .2 165 3 PH / 6O1HZ / 480 V MARATHON 2.1 AMPS LEESON! 1.7 AMPS LINE 1 T4 ---1 ___ INSULATE T1 T7-- • T8--, L.r. INSULATE T9 T5 �... INSULATE T8 - -- . T2 T3 - -- LINE 3. P4 ----r INSULATE P5 ....INSULATE PO INSULATE LJNE2 BOLO-MS(902) SJO31IHOad Ndl 6E:PT 96. 8T 100 • OPERATION frwi tart Chucks, Lock out all the primary and secondary power sources. /Check and tighten fasteners and setscrews, par - ticularly chose used for mounting the unit, /Check motor wiring (see Wiring Installation, page 3). /Ensure fast and ductwork are clean and free of debris, /Restore power to unit. PROBLEM tt'tii�t �urt'� Hefors attaching ciao grate, turn on rho fia and check for the following; /Direction of rotation /Excessive vibration /Unusual noise /improper motor amperage or voltage If any problem i.s discovered, shut the. fait down immediately. Lock. out the electrical .power and check for the cause of the trouble: See Trouble, shooting. page 8. 2) After a 30 MDNUTE• period of satisfactory operation, shut down the fan and recheck bolts and setscrews, Adjust and tighten ;tccessar'• .. :•... :`i:J •: �' in :I:: i.r:: : -C. TROUBLESHOOTING POTENTIAL CAUSE Low Damper blade not fully open. Check ductwork screws. Capacity or *Poor fan inlet conditions. There should be a straight dear dubt at the inlet. Pressure *Improper wheel alignment, or loose wheel. *Incorrect direction of rotation, Make sure the fan rotates in seine direction as the arrows on the unit. (For Gemini 1000 and 2000) Excessive *Damaged or unbalanced wheel. Vibration •Speed too high. and Noise Ian surge. . *Blower discharge flange not in spring clip on box. (For Getiiini 200 trough 700 series.) .Overheated : 'Motor improperly wired. Motor : *Incorrect direction of rotation, Make sure the fan rotates in same direction as the arrows on the motor, (For Gemini 1000 and 2000). •Improper inlet clearance. ' •Motor rotor locked *Incorrect voltage. 8T/81'd 7 8020- E8S(902) 81031IHOW Ndl Ob:Ot 96‘ 81 100 OCT 21 '96 1005 LPN ARCHITECTS (206)563-0708 &ARCHITECTURE PLANNING, INC. FAX COVER SHEET TO: Pv4Ai ie/Re/A/ DATE: / GIG7: TIME: FAX NUMBER: 1 ROYCE A. BERG, MA, PRINCIPAL Y. KEN K. CHIN, PRINCIPAL M 1201 FOURTH AVENUE SOUTH, SUITE 102 ()EL. VELOPivr SEATTLE, WA 96134 P.1/4 3 -097 S- r-1 CE1VFD OCT 21 7996 PHONE (206) 5134030 FAX: (206)5$3.070$ COMPANY: C/re 0, ni,toggi/e.4 18taca#4/4 A#4.07,-4,04,r PROJECT: F.54 /4/.4, _Trikwaie, 004104 PROJECT NO: NO. OF PAGES: 1 ORIGINAL DOCUMENTS WILLJW*L-NOT BE SENT BY MAIL -22a4414_, / 414 f14 .41/ ., AV ‘.■ ..■=1/1111■, A? • • FROM: .-4e)4tf/415,4ce..e.e SENT BY: If you do not receive the Indicated pages, please call (206) 583-8030. . _. OCT 21 '96 10:05 LPN ARCHITECTS (206)583 -0708. r . . P.2 /4 KARTCHNER ENGINEERING 1546 E. Fairview Avenue Meridian, Idaho 83642 (208) 888 -7145 FAX (208) 888 -7165 FACSMILIE TRANSMISSION COVER PAGE. PAGE. OF 3 (Including this page) IASTCUTA e;ll.m uiU10 ATTENTION. tea-, ca„� FAX NUMBER: SUBJ ECT. ssaa ;-rte , , ", MESSAGE: Gal sp.; L 4'-r L-ci FAX SENT BY: Cam• �+ (BY INITIALS) If any part of this transmission is illegible or is not received. please call this office as soon as possible. Mechanical Engineers • 'OCT 21 '96 *11.6: LPN ARCH�j 7 TECTSr a r (206) 583 -0708. ��iR��r 4lrrn w4. uUtG�.i'r +N`. ✓ "1•.� ='• ": • • • P.3 /4 *AI R -7117 LA uNDERVRi7ERS CLAS` CEILING FIRE RESISTANC: SEE U.L. FIRE RE AIR SAL, esrN usTrwc ►OR 1 MDA NCM- 'LAtiii graltrwl p' MILT WALE STAINLESS S IPACI 'ACPLAC $LE 1) PASSWOi'MANVAr CG Ayr psza AMITY • stir• 411014:I/10Cii tS11111110r -MIt 1-L ir. . . 1 . 1 11 1 11 1. . • . u,.. 11.1, w :,-;,.00T 21 '96 1@�6 LPN ARCHITECTS (206)583 -070fl vZljiVw.j 1� .0 1• .:•f. ALI 1111 RAM. P. 4/4 OCT 2: •9(• 10:14 N9 P.6.: R -7127 LA IINDERwRITER$ LAJD*ATOR1CS INC • CLASSIF r1RC RESISTANCC CLA SIrICATIDN SEE U.L. rat RESISTANCE DIRECTORY AIR IALANCE INC. rat OWN * Kidd �Mf�t'TI1LC CEILINGS szegbauggetneanan rRAMZ I QNc∎Pli at fe OWN wa.Lraina GALVAI1itD irta. rum noNTLY Y0YD1 RLIIFMCCD FlKROL1Zs 'WOG WITH ALU1 Wil.1MP*EGNATU D FULLY =ALFA COATING, NO A RSSVL 1LAnE WW1 MINUS! SILL. AMU L1NK1 RlpLACCAILE lw•r, AMU 3) *RpauCT mAm rACtLRC! 11► I►1R MALANCL. IND. i et L (N, �. • �' AW � 11�qln F.-1 -,i •.m • . •.... •� r r.. I• 1t•.• 11111 isiw ,II�r, • M •/ • • •t1 OWVECOMD lA! 11tK �J11 IAOIIr*ut 1f11I n1 .o. MO ..t p1GYQ�:.= OCT- 16-96 11.3;4 a , r,U►9.uvua4.c,RGA. Post-11~ brand tax transmiftal memo 1 1a vt pagmt ► f 1 ^--- .�-- -- fr emu; !►'4"ai'7 ? "..3 fa 1717 MARINE VIEW DR. TACOMA, WA 98422 MILL CERTIFICATE OF GRADE? sow n North Pacific Lumber Co.�.ox 703963 BIM 3,328 4,160 6,656 3,883 4,438 2,496 MANKE LUMBER COMPANY HEREBY GEA'fIFIFS THAT THE FOREGOING LUMBER HAS BEEN GRADED. BY RULES 016 UNDER THE PLIB INSPECTION:: TALLIES AND GRADES ARE TRUE AND CORRECT SEP 30 '96 15:51 LPN ARCHITECTS (206)583 -0708 i ARCHITECTURE & PLANNING, INC. ROYCE A. BERG, A.I.&, PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 P.1 /4 3q (ol o0-)5 PHONE: (206) 5838030 FAX (206) 583.0706 MEMORANDUM VIA FAX AND MAIL TO: Duane Griffin,, Building Official DATE: September 30, 1996 Department of Community Development City of Tukwila PROJECT: ESA Inn - Tukwila, #806 6300 Southcenter Boulevard Tukwila, WA 98188 PROJECT NO: 95024 RE: Electrical Outleration in Rated Walls In one -hour rated wall where the outlet boxes installed on opposite sides of the wall are within 24 inches of each other, as opposed to separation greater than 24 inches per UBC Section 709.7 we are proposing the following installations: Outlet::box firestop Plan -A: Where the outlet boxes are installed within the same stud cavity, add an additional 2x4 stud between the existing studs. Fill the smaller stud cavities, where the outlet boxes occur with 3 -1/2" of USG Thermafiber safing insulation and caulk around the space between the opening in the 5/8" type "X° GWB and the face of the outlet box, and . around the wires going into the box with USG Thermafiber Smoke -Seal caulking. Outlet box firestop Plan -8: Where the outlet boxes are installed on opposite sides of the same 2x4 stud fill the stud cavities, where the outlet boxes occur with 3 -1/2" of USG Thermafiber safing insulation and caulk around the space between the opening in the 5/8" type "X" GWB and the face of the outlet box, and around the wires going into the box with USG Thermafiber Smoke -Seal caulking. In each case the USG Thermafiber safing insulation is to be installed to a height of 1'- 4" above the outlet box. See :above information in attached drawing, Bulletin No. 19 "Outlet. Box Separation ", dated September 30, 1996. See attached ICBO Evaluation Report No. 2331, dated December 1991 for USG Thermafiber Safing Insulation and USG Thermafiber Smoke -Seal caulking fire resistive evaluation. This evaluation of these materials comply with UBC Standard No. 43 -1. (continued....) 4,QoY bled eat, Flo( 0 c / °///96 RECEIVED SEP 3 0 1996 COMMUNITY DEVELOPMENT SEP 30 '96 15:51 LPN ARCHITECTS (206)583 -0708 i ARCHITECTURE i PLANNINO. INC. ROYCE A. BED ILIA, PRINCIPAL Y. KEN K. CHIN; PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 sEATTL.E, WA 96134 P.2 /4 PHONE (206) 5836030 FAX: (200) 5830706 SA = TUKwILA , #806 • 15.ULL: TIi`l Igo. I OUTLET 13Ox SE1'ARATI 013 uO.950z4, 9/30/Eib' $ y FIBER L.A5 .R'd`T -r - =--- -' 644 'r PE. EA. SIDE J''a` PLywoov, 1 oz; 2 a SHeA t /4LLg. 2. ..e 1.6;"6:.c.... (exlsrN) wo v sTt)vy . %Z" METALRESILIE.I.,IT GttAi414EL OUTLET 130XE.S, TWt.KMO- PLASTIC w/z HZ. LIL LisTIWCT ol.) BAx (E.Xr. •ADD 2X 4 Waop STUD FIB SAFIki4 EkJ UL., 3 THICK USCG. THEzM4FIWZ. SAF.11.IC9 IUSUL,,.4.PGF FI /MOK.E -4ron CAULK APDUNP ..: OUTLET &x PeWerg.ATIokl . TH U c -w;2. 4 Wl E. 14-ro fox oUTGET.. BOX FINE �[op pt-..A}.1 -4 • sc.da-e: ly "-=I' —o` aU LE-T..tom ( -o.. ri .. II i cc,/ -- ,�- �BERc�AssTTS U6 ct. HEi AFI> .3Z SAFIUC STERED ITECT F. 7, K . CHIN E OF WASHINGTON ... .. . 'WALL.. sc4LLE : 4 1' c It- Q" Y STA SGALi: mil. • I' -O' Sd p — 3�E y 20 :96. 15 52 1, 1:Le Fci-g TECTS ( 206) 5$3 -0708 2062433551 P. 3/4 P _ 03 IC80 Eval'.uation Service„ fns:. Asutrsidi airy ecerpOt ioinofthe International Con 4z!ferice of Building (. ; l?ticia 1 EVALUATION REPORT llopart N4.2331 C;1DYt'1 11 ra 1991 tC4 () J v3b...4..m jotvi.'e, i>r. .M, ar'VefrI1•ti; 1,r^,9? ... - Tr- tr.....i. ,.`. -4 ...•. ,+w -r-- Ming Category: tNSt111111011 CM) • TNERMIl*FIMEAte9 aiSu1Art011 PAO131JCf6 Iti011ti'illt01t8. MC. • 101 IIOUTlh WACKER DRIVE CHICAGO, t1.1.1/1011$Me6 1. Sa6Jrrci: THEAMA0188R irtauJa!Mtn Products, 1;. Desrtifrllesr:Wersk: TNJ: AA, UIr <faal4irt41tl91313PI)t)UFtscr r .13tof noncornbus1JDle ubeiCatuc. asbtes•1rec. mineral netts tomes Intte bbnkels e/ ssn,ir. r6 starts of tteveaal types MO tort 0000 4101 14 • 1. 7N01811VIb Fa.2S Firs+ eeSiclrni Venial c.0n%isU y: .t !at. IWO tOnit8; wfl4c.1 15 Oper1-13(.14 Gn 114 baifc iiltlt:. The fo,i racing ecn- sistre fait aanwratedt P:484 len te rmmoraofttafs- taiiiOtctitdsetim.Tfie insulation is r litts44c;tlfec In 9 -, 3'1e. 5''r and B.IN A lhisirfut:ser.,16, Or 24•Incli wools. bRd kn 48-ir t, tenaurs N trisiiooi llt 141114 1.41:, ono blankets are used ::ua?aIlon 111 btarliltu}a rtigairing .10l1CCmGu$ti oonsuucuan. 2. TH(AMAFIKA 1 find *tlentraties firth liaoksi is a paplrt3ttss er 6013 0'0 x; nt'mad:turld in to- and 2.t -ray n Ages with a 44-inch lenCut. rte Walinesseis with ttr0rnkt3l nattitits are t inch (4 p&mcs par cubs loci#, 114, 2 an431(100 (Z'rt: paut;is .e: C3L C ftrot). ?its 3C4J110 attenuation relieve used to ;vim so Ind tl:t.M1 (:tiastL•ninviertoutNatal. Wes :squiring nonceerbt+,!fele t kitrur that. 3. TMENMM 'SEA COnaiae Wall iasttfr+tlols :s a ntioce etwitsta, we- tarrned. scini(ibill inau'¢tiun nttenutac'htred ie various widtthSMAd s t:b 77 snct+ss in tenon. with rsiwsr redtrisr idrnaced; • i End iiisavtllabte in ihicitneetes trim l;no to 6 incies.The 4es*UetiOn. nodnir I dbnsMse and COndut'tan -Ces to #. 14sOeeitvtly, ;,re 7E 1611 0w40. g ;tri, 1.0 :5, MO. VI 247 airy CWliO. S Dc!. 4.23. The rraterrat;e l:srt! :n :w- are; panes,, and ci,rtirt. watt aisaamWies r.1;uiring r.an.winbustiltle abn- StrluCtt411. 4. Vitt: $MAYINEA Mowing Woof : :„silt; of noter,l lbw's foamed alto hOmludttts (4,:e rnst71EMt ::1 by pfl:wlruruC Nul frtt em. The of b(faill i1n a flame sareao of 7O aria! :morn i e• isloped raliig 4f 0.105 r6110 e04,;(,;; x,;slWle Per U.8 .C, Stano all fie. 4 -1. Ills ktia1U9(fit e;JrlO;;st11(01 0skidli19Lslei- kiidienum wc:Fkr t.StO t.71 s.ti 1 .e3 '.,!'�j (tn..ict rt.l 1 •--t '61ua'salt;'•u;ur:4..tt .>:txrsrror}ruUAe:t ayoit,9fewocit omit* foot ';t:ir,- tas tz pre ut:n 1th, a :.94. aalwtr iatexa s ttir for ruittwiort ai•ittpttrlttut..sMt... S. 1tNRMAF1lial M1flsr3t FilastraAlirtg NS 3 n3RJt1a1 '411tuitr of pou+uh p.,, cubic too! a(;d l5 ttyad.!pr a scii:4i stsol zolunIsiG and ;;alai:• dint bona s. 11 COntbil,L.rW asbtaios ON:. is ;•,:enured as *Best's. Crti- Wr1n Iifuprtluiuy)SODjatcEtoda aciet+yrrsa'v+irtgvd :cie'L,tlitnditna4fmir- chsndi:to or other meats. nitrst be pasta:tut 'al or, apetovnd intros:. TM malarial fins a Ilarns< stirs it Of 15 asttl smolt- lr6ve1c1 Cd r drip 010 whets testeC rrt afiCe +c iihrt :LW) tJ. &.C. Statrfart! tta. 42.1. 6. TPEtillAF15iS Satiny fasulsEietti�.1 € MAF 1 S■11n0 t:Gttsdsts 171 a nrrn,npl rt•pC+Lru1•ypr•r ;uIS,C -1 "tit tie ttt.ty 41106131 tack wool. 'f i's1_'rA- A.414F!8f.ii Sa•irtr] has s fi rrK•spscdd Cf1S3'rsraliort of 1 i, s i;inoke-ii ree- loped sonny of 0 anii w+rii tejisi tern pur3iu(cr; dp I Z.0:t0Gf. tits 101indfed for Ihu toiknuiny sisps;o!tcltE, �a} Plr41451000110 Dr :aitn•afr idiot ;;!abe; at dart/pater at curtt;n tN„ tl cc,nattueiiori. Pat d e l :fu mble:1AI irxS vrlt2ar titan the o Dearing`, I71rit,• iictn�Utltta p 11. ;sti1A : rrbuk d the parirnet c ct :;.taeloinq OBtwten 3h$1044511tdllot,f rakrttbt>< Bird ;La inerrttaittsr ;,,trt'.nW.u'itt:uli!:ttA rho o 11 rotrural! t4»01li10) 3 D7$i7:Je rtianatIr tyr 141 Of irrt,1Jb'hi thre Utidrvp.!: not dkt:Crldt ;r� 24 itt!t;RriZ. Sr by oih:t apart Y t r; r6!NXIS s>3 ettie mrtu. When ;t.es•:str,:a:ist!'i.!C +Yntr1 TNE1MAF13ER C•41etn tt{tai:'fit �tsri;tr. the satiny insoialirx? 070,0114S 06 it Jnria•►:r it 14e cunta:n Tent it; ;n: Haar sl:tbleerrct cDrldtt) oval jtsni:,;oa _ ,1Jhlr5 rrr$j'tt.:.idL' criara.td a: yhiF.itfl,J;it$et4 Sditul. ; hti (r.ry r.Clriraencre•ea's:,r VBtateviNrntr•11;5 dtttatiaoir tu>;4 train, ore pees: bie d4tia"Et1' cis e; •;,•us tom% 08.12 e(fate-::b1. 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(di Ftr03kC{;PAr) CA'itlik C4 SUE! 0! :-tiCA 411n; PifitiJil7S irsttri .t,G:iny uutatisi iS "!, -, {;'rt +r lee 11114n tilt+ (..,Ism/ anti crtend5 4 ■8;fli;i (e) Farming ?Ad, "C ,e1 r rtfuoj h licks.lnt3Kati•ve:la,It *lrrinS tiVitl udt+ HtRiJIAPISEA Szt',41i. S431 dots tpokoC ;t:h°' :ii£i irlt£ S•uitmour+r r . a at- ;Ai1tJ U3.13 iitewlip! yslatn£'I!,3t Taus; w r:L' r mica en ci.r NES os iC8'u 5S evefitsation;milt tgf�lf Rct:n(1tGtative ;:,!g:.;uaunt to i11Y 0.8.C.: Tills riper 'war. fend by Eh0 s�!3y;itT +Lt'ii: •414t" kkatiaA: T ; :e cAsdeJs hr6 ,r,3Ckat}et! idi 4.31t1:415 id vi`if 0i-ink-Way; tly situ,:, :tfJeJaD if* product flans, till6.1,tnetit tuft Myr alalet1 inf G()T1 tl oft. Pialnitervad elatate( lti- tlit; aril ats;-i in,: :u„ `ftsi :it.s TtiI;AJ;S,ki•:(iER Fa•25 r• :amb,r91;1T.14 Ft Blan- ket. ls'. Iiiidtraa Asst its Gi Barra. spread le c: iR s:LS3rtitincr. vw!t 4.(?.C. Statti •.d Mo. 42-1,flre- feth,tat::e suss its U.9.C. Sitndaid flit:.4:} -), fritfrtti003040Ve gle atyre, Pitidirigat tt? Flllditi!Iri: TDzt rn0 Tti!£R1 fWEI34: Insutatiode tiestritlbt! itt 1Nis e9at: esinpiy iv :isle• l3ta b$dng p ::a61' I ttarro sptnad s;I2•i4111ts• lion Wei 0tttfl 1.0kt tiulit3rel 8t:ritt:t'S Cula, 31146E4 io rise lttltf7wtn4 t np( duscrtbeJ s:l Mit rd9itil ar:d 1? 411anu4C- 4wer'i IfAtlW111131. 2. itot,,: n mpg i:t,fls;+rbtnr.4344;t:dicd crt1Ualt 0111flwist: t{rtt- 1t$10vii 99rtt$rt;tlhy lytri; rrt;lry attaiipts itlx tanaclly l;;T print! ggfsig3tttin. OrF(est cr;s;t;ls t.r ,Iltkr sutatiamiaNno data :r ai; Le mach 7ltalI• '7btti ID (11.3 hotv3itty ehigl 1) 10 .i•ow runt tots' u.re:: i,.tr•ro:l,• tEtrtl tfgItr {;t:r:ed fc out fclut:rti. This treat is bvttlitrr: Ali 13•1:1301413iiOn to Iv1:, ya{bi5, i.',>< /nrtri.,.,•ter,rnr,tJ(' lir) /Ctatr. aria.,. S.• r. cr lnl., Ole f{ ti, 3144•11, 'FV1194•1,41' tn,fnrmstiu• tro ewJr rrpvi, • hYa1:.J:.aeSu,al;u , tr(.'ier,u..' rVd bItt.':,N.,(rNr(%p) rrrpNrretrir,JasimYlier0% 8A;t 7th4r{r.'1J'(rbW' it Q4:.'.N,:'ilia c.rlr P.(rjrr': Jr .. 9, e; *of r /(4,(4,4111 :tf;,r I +rJM7r[r: Josian for rr:t .,f lire .iOJ.cr'repoti. 'r4u r:tie.r{ tl' Aa-rd sr.4.4 Md04'4400r Mrr (rrl,rnrcdrdm & 1r b+nitttV•b30 (AC COpr. s M. rho tGjrJ e.,;(4 .a.aatt/i1,r{' :rr'. lr,c . rr°r•irterd Ira re, .ritdnMlt.r /ado,rJntrr. Ant iit,rx.ru{,4rr;al).. rWfal'ttirrr., to etstA; sirs. !n.rtpes.dral r•rdtirturor +•, errant,s t.,r:C•Rr +4're1- 'r{1ilw�c iirrrirr. be.;.. r.r.cs wiwgtJrrrt.3a1111..■ "I "r.,:ri,rY +,ialr+rrMilli! • 46fI 'rrrrpartntaca..:uyrtrotret4,4: iedA..Iktirrfr:{re n.r. aat( itnr :trria. facet. t::tt..4.ti:irr, V.M.".•r ... . ..a. ri.a.. wr..w v1......∎.M....Vni.0.....1 Pile 1 pt 1 SEP 30 '96 15:54 LPN ARCHITECTS (206)583 -0708 P.4/4 Since outlet boxes are not specifically listed in USG'S approved assemblies, or with anyone else's assemblies that can be found, therefore we have interpolated the outlet box membrane penetrations to be similar through- the -wall penetration listed assemblies per U.B.C. Section 709.6, such as UL system WL -1064 (see attachment) with an F- rating of 2 -hour. We believe this interpolation meets the intent of the Code. Please ca LPN's Project Manager, Con Kucera, at 583 -8030 if you have questions. S Ken Chin 'pal' LPN Architects & Plapners cc: Dan Stems, ESA Development Ray Martin, Don Smith, Magnum Enterprises Al Lither, Spitinagel \REGISTERED I ARCHITECT YING KEN K. CHIN STATE OF WASHINGTON ICBO -evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of EVALUATION REPORT Copyright m 1996 ICBO Evaluation Service, Inc Building Officials Report No. 2331 Reissued February 1, . 1996 Filing Category: INSULATION (128) THERMAFIBER® INSULATION PRODUCTS USG INTERIORS, INC. 125 SOUTH FRANKLIN STREET CHICAGO, ILLINOIS 60606 I. Subject: THERMAFIBER® Insulation Products. 11. Description: A. General: THERMAFIBER insulation products consist of noncombustible, inorganic, asbestos -free, mineral fibers formed into blankets or semirigid mats of several types, for various applications. The products have a flame- spread rating of 25 or less and a smoke - density of 50 or less when tested in accordance with U.B.C. Standard 8 -1. The prod- ucts are noncombustible based on tests conducted in accordance with U.B.C. Standard 6 -1. Figure 1 and Section 11 B contain specific construction details. Use of the products in other types of installations, including uses for sound attenuation and thermal resistance, requires construction details to be submitted to the local building jurisdiction for approval. Data substantiat- ing sound attenuation and thermal resistance must be furnished to the local building jurisdiction. 1. THERMAFIBER FS -25 Flame - resistant Blanket consists of a foil - faced blanket which is open -faced on the back side. The foil facing Is lami- nated to polyethylene scrim or a glass - reinforced scrim. The insulation is manufactured in 3 -, 31/2 -, 51/4- and 6 -inch (76,86, 133 and 153 mm) thicknesses and 16- and 24 -inch (406 and 610 mm) widths, and in 48 -inch (1220 mm) lengths for friction -fit installation. The blankets are used as insulation in buildings requiring noncombustible construction. THERMAFIBER FS -15 Flame- resistant Blanket Is the same as THERMA- FIBER FS -25, but without the facing. 2. THERMAFIBER Sound Attenuation Fire Blanket is a paperless, semirigid product manufactured in 16- and 24 -inch (406 and 610 mm) widths with a 48 -inch (1220 mm) length. The thicknesses and nominal densities are 1 inch (25.4 mm) [4 pounds per cubic foot (64.07 kg /m3)], 11/2, 2 and 3 inches (38, 51 and 76 mm) (21/2 pounds per cubic foot (40.05 kg /m3)]. The sound attenuation felts are used to reduce sound transmission in various assemblies requiring noncombustible construc- tion. 3. THERMAFIBER Curtain Wall Insulation is a preformed, semirigid insulation manufactured in various widths and In lengths up to 72 inches (1829 mm) with or without foil facings. The insulation is available in thick- nesses from 1 inch to 6.inches (25.4 mm to 153 mm). The designations and nominal densities are as follows: CW40, 4 pounds per cubic foot (64.07 kg /m3); CW70, 6 pounds per cubic foot (96.11 kg /m3); and CW90, 8 pounds per cubic foot (128.14 kg /m3). The material is used in spandrel panels and curtain wall assemblies requiring noncombustible, fire -con- tainment construction. 4. THERMAFIBER CW FIRESPAN Insulation Is a semirigid insulation manufactured in various widths and in lengths up to 72 Inches (1829 mm), with a foil facing on.the interior side. The insulation is available in two thicknesses, 2 inches (51 mm) (THERMAFIBER CW FIRESPAN 90) and 3 inches (76 mm) (THERMAFIBER CW FIRESPAN 40). THERMA- FIBER CW FIRESPAN is produced under a listing program with inspec- tions by Underwriters Laboratories Inc. The material is used in spandrel panels and curtain wall assemblies requiring noncombustible, fire -con- tainment construction. See Section 11 B and Figures 2 through 4 for fire - resistive construction details. 5. THERMAFIBER Blowing Wool consists of mineral fibers formed Into nodules for installation by pneumatic equipment. The product is used as insulation in buildings requiring noncombustible construction. 6. THERMAFIBER Mineral Felt Fireproofing has a nominal density of 9 pounds per cubic foot (144.16 kg /m) and is used for protecting steel '' columns and spandrel beams. The mineral felt contains no asbestos and Is produced as dry sheets. Column fireproofing subject to damage by a moving vehicle, handling of merchandise, or other means must be pro -' • . tected in an approved manner. THERMAFIBER mineral fireproofing prol. vides up to four hours of protection for various -size columns and beams. , • See Figure 1 for fire-resistive construction details. 7. THERMAFIBER Sating insulation consists of a nominal 4- pound- per- cubic -foot (64.07 kg /m) density mineral wool. See Section 11 B and' ' Figures 2 through 5 for fire- resistive construction details. No loads may be superimposed on the THERMAFIBER Safing. This may require anchored sheet metal cover plates if loads or foot traffic are pos- sible adjacent to or over the safing material. B. Installation Details: 1. The following details are for firestop or safing systems at floor slab and nonbearing exterior wall interface, in accord- ance with Section 709.3.2 of the Uniform Building, Code. a. Two -hour Steel Stud Fire Containment Curtain Wall System: (See Figure 2 for Assemblies A.1, A.2 and A.3 details.) (1) Framing: Must consist of minimum 35/8 -inch (92 mm) No. 20 gage . steel studs spaced a maximum of 24 inches (610 mm) on center. (2) Exterior Face of Stud Wall Covering: Must consist of 5/8 -inch (15.9, mm) SHEETROCK® Brand FIRECODE® gypsum sheathing attached to studs with 11 /4- inch,($1.7 mm) Type S buglehead screws spaced 8 inches (203 mm) on center along the edges and in the field. Approved exterior systems such as EIFS, portland cement plaster, brick veneer, or GFRC must be applied over the gypsum sheathing. (3) Stud Cavity: Minimum 3 -inch (76 mm) THERMAFIBER CW FIRE- SPAN 40 must be friction -fitted between studs. (4) At Slab Edge: Minimum of 4- inch -thick (102 mm) THERMAFIBER safing insulation [1/2 inch (12.7 mm) wider than opening] must be secured with sating clips or other positive means 12 inches (305 mm) on center. Sating must fill the void from slab edge to the gypsum sheathing, (5) tipper Side of Floor Slab: Wall covering must consist of 5/8 -inch (15.9 mm) SHEETROCK Brand FIRECODE gypsum panels, screw-at- tached to framing with 11/4 -inch (31.7 mm) Type S buglehead .screws , • spaced 6 inches (203 mm) on center along the edges and 12 inches (305 mm) on center in the field. Top of safing must be covered by minimum 1 -inch (25.4 mm) FIRECODE compound. In Assembly A.2, the metal fur Evaluation reports of!CIHO Evaluation Service, Inc., are issued solely to provide information to Class A members of ICI10, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement orrecommen- dation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the test results andlor other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO Evaluation Service, Inc., express or implied, as to any "Finding " or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 8 Page 2 of 8 Report No:2331 ring channel must be attached to the steel studs with 7 /16 -inch (11 mm) panhead screws before attaching the gypsum panel. In Assembly A.3, steel studs are required on the floor side, with gypsum ,panels attached to the interior side (room side) only. (6) Bottom Side of Floor Slab: Wall covering must consist of 5 /8-inch (15.9 mm) SHEETROCK Brand FIRECODE gypsum panels attached to cur - tain wall studs from bottom track up to height of top of steel strut. Gypsum panels may be cantilevered from top of strut to underside of floor. Unpro- tected steel struts are permitted. b. Two-hour Glass Spandrel Fire Containment Curtain Wall System: (See Figure 3 for Assemblies A.1 and A.2 details.) (1) Framing: Must consist of aluminum mullions. 21/2 inches (63.5 mm) wide by 55/8 inches1143 mm) deep, with a minimum thickness of 0.125 inch (3.2 mm). ',• (2) Spandrel Cavity: Minimum 2- inch -thick (51 mm) THERMAFIBER CWFIRESPAN 90 must be mechanically attached 12 inches (305 mm) on center along vertical aluminum mullion with angle /impaling clips. (3) At Slab Edge: Minimum 4- Inch -thick (102 mm) THERMAFIBER saf- ing insulation (1/2 inch [12.7 mmj wider than opening) must be secured with sating clips or other positive means 12 inches (305 mm) on center. No. 22 gage minimum backing reinforcement member is required. (4) Upper Side of Floor Slab: Wall covering must consist of 5/8 -inch (15.9 mm) SHEETROCK Brand FIRECODE gypsum panels screw - attached to steel framing. Top of safing must be covered by minimum 1 inch (25.4 mm). FIRECODE compound. (5) Exposed Mullions, Bottom Side of Floor Slab: Must be covered with 1 inch (25.4 mm) THERMAFIBER CW FIRESPAN 90, 2 inches (51 mm) wider than the mullion, mechanically "attached 12 inches (305 mm) on center. (6) Impaling Pins and Z- shaped Safing Clips: Must be installed in accordance with the manufacturer's instructions. c. Three -hour Aluminum Spandrel Fire Containment Curtain Wall System: (See Figure 4.) (1) Framing: Must consist of tubular aluminum mullions with mini- mum thickness of 3/32 inch (2.4 mm). (2) Spandrel Panels: Must be minimum 1/8- inch -thick (3.2 mm) alumi- num (in the field) progressing to 1/4 -inch -thick (6.4 mm) aluminum perimeters. (3) Curtain Wall Insulation: Must be minimum 2 -Inch -thick (51 mm) THERMAFIBER CW FIRESPAN 90, friction -fitted between mullions. All joints must, be covered with pressure - sensitive foil scrim kraft tape. (4) Interior Face of Mullions: Must be covered with 1-inch -thick (25.4 mm). by 6- inch -wide (153 mm) strips of THERMAFIBER CW FIRESPAN 90. (5) At Slab Edge: Minimum 4- inch -thick (102 mm) THERMAFIBER Saf- ing Insulation (1/2 inch [12.7 mm] wider than opening) must be secured with sating clips or other positive means 12 inches (305 mm) on center. Top of safing must be covered with minimum 1 inch (25.4 mm) FIRECODE compound. (6) Sating Clips: Z- shaped clips must be installed as required by the manufacturer's installation Instructions. (7) Impaling Pins: Must be installed as required by the manufacturer's installation Instructions. (8) Support Clips for the Stiff Back Channels: Clips must be attached to the mullions with two 3/8- inch -long (9.5 mm) Type S -12 panhead screws. The stiff back channel must be attached to each support clip with one 3 /8-Inch -long (9.5 mm) Type S -12 panhead screw. (9) Support Clips for the J- support Channel: Clips must be attached to the mullions with two 3/8- Inch -long (9.5 mm) Type S -12 panhead screws. Minimum No. 22 gage J- shaped /2- by- 1-by -3 -inch (12.7 by 25.4 by 76 mm) galvanized support channel must be installed horizontally and attached to each support clip with one 3/8 -inch -long (9.5 mm) Type S -12 panhead screw. The back of the insulation must be in contact with the 3 -inch (76 mm) leg of the support channel. 2. Flrestopping must consist of the following.for the periphery of fire - resistive partitions terminating at the underside of fluted decking, when protection of openings Is required (see Figure 5): (a) Maximum 11/2- inch -deep (38 mm) steel fluted deck formed from minimum No. 22 gage sheet steel. (b) Minimum 31/2 -inch -thick (86 mm) nominal 4 pcf (64.07 kg/m3) density THERMAFIBER Sating Insulation. (c) Minimum 1 /2-inch -thick (12.7 mm) layer of FIRECODE compound, each side of sating, for a one -hour rating. (d) Minimum 1- inch -thick (25.4 mm) layer of FIRECODE compound, each side of sating, for a two -hour rating. (e) Sating and compound are installed between the flutes on top of the fire - resistive -rated steel stud wall. (1) Wall construction consists of minimum No. 20 gage steel studs installed a maximum of 24 inches (406 mm) on center. See Assembly A.1. Minimum 21/2 -inch (63.5 mm), No. 25 gage steel studs, installed a maxi- mum of 24 inches (406 mm) on center, are required in Assembly A.2. The remainder of wall construction must comply with appropriate one -hour or two -hour fire - resistive details. 3. Wood stud partitions can be fire- blocked with THERMAFIBER sating material to meet the requirements of Section 708.2 of the code, provided the sating material is 112 inch (12.7 mm) widerthan the cavity, and extends a minimum of 4 inches (102 mm) within the cavity. C. Identification: The products are packaged in cartons, or are poly shrink - wrapped, and are identified by labels or stencils bearing the prod- uct name, thickness and related information. Flame- spread characteris- tics are also included for the THERMAFIBER FS -25 Flame- resistant Blan- ket. 111. Evidence Submitted: Results of flame- spread tests in accordance with U.B.C. Standard 8 -1, fire-resistance tests per U.B.C. Standard 7-1, and noncombustibility tests per U.B.C. Standard 6 -1; and descriptive liter- ature. Findings IV. Findings: That the THERMAFIBER® Insulating materials described in this report comply with the 1994 uniform Building Codom, as noncombustible materials, and have a flame - spread rating of 25 or less and a smoke density of 50 or less, subject to the following condi- tions: 1. The insulating material is installed as described in this report and the manufacturer's Instructions. 2. Construction details and use of material not specifically addressed In this report require local building jurisdiction review and approval. When supplementary materials which may change the capacity for heat dissipation are incorporated into a fire - resistive assembly, fire test results or other substan- tiating data shall be made available to the building otlicial to show that the required fire - resistive time period is not reduced. This report is subject to re- examination in two years. • Page 3 of 8 Report No 2331, '3 . • "t FIRE PROTECTION • ■ 3, .: i 1 1 • 1 . 1 , ,- ..r- ; • • ' • –r- TWO-HOUR CLINCH SHIELDS (TYPICAL) II.: %. 1. FIRE PROTECTION HOURLY RATING . .: 2 inches 4 inches 21/2 inches `I 1 . 1 , ,- • THREE -HOUR FOUR -HOUR FIGURE 1— COLUMN AND BEAM FIREPROOFING DETAILS COLUMN/BEAM San FIRE PROTECTION HOURLY RATING . W14 by 228 W10 by 49 W10 by 49 2 inches 4 inches 21/2 inches `I • FOUR -HOUR FIGURE 1— COLUMN AND BEAM FIREPROOFING DETAILS COLUMN/BEAM San FIRE PROTECTION HOURLY RATING . W14 by 228 W10 by 49 W10 by 49 2 inches 4 inches 21/2 inches 4 hours 3 hours 2 hours For SI: 1 inch = 25.4 mm. !Column,' and beam sizes am minimums. Ratings apply to columns/beams with equal or greater W/D ratios to those shown. • Notes: Two -hour rating consists of one layer of 21/2 -inch -thick THERMAFIBER Mineral Fireproofing attached to columns with barbed impaling angles or wire impaling fasteners (column clips) long enough to accommodate the fireproofing thickness. Fasteners are spaced not greater than 24 inches on center and 33/ inches from end of batts. Fireproofing is impaled over the ends of fasteners and held in place with 11 /2- Inch - square Igo. 26 gage shields. Spacing of horizontal joints can not exceed two per 8 feet of column height. Vertical Joints are only allowed at comers, as shown. Three -hour rating consists of two layers of 2 -inch minimum thickness THERMAFIBER Mineral Fireproofing attached to columns with barbed Impaling angles or wire Impaling fasteners (column clips) minimum 5 inches long to accommodate the fireproofing thickness. Fasteners are fitted onto column flange edges and spaced not greater than 16 inches on center and 33/4 inches from end of batts. Fireproofing is Impaled over fasteners held In place with 11 /2- Inch•diameter or square No. 26 gage clinch shields. Spacing of horizontal Joints can not exceed two per 8 feet of column height. Vertical joints are only allowed at comers and lapped as shown. Four -hour rating consists of one layer of 2-inch-thick THERMAFIBER Mineral Fireproofing attached to columns with barbed impaling angles or wire impaling fasteners (1/8 -inch- diameter steel) with continuous 1- Inch - diameter wire head long enough to accommodate the fireproofing thickness, resistance - welded to flange edges and 3/4 Inch from edges on flange faces after lacing batts, spaced not greater than 24 inches on center and 33/4 inches from ends of batts. Spacing of horizontal Points can not exceed two per 8 feet of column height. Vertical joints are only allowed at comers as shown. Page 4 of 8 Report No. 2331 Note: maximum sating joint 7' /z' 5 /s'SHEETROCK brand FIRECODE gypsum panels 1' USG FIRECODE compound (see note) • • o board cantilever max. of 2101 (screw attached portion) steel strut 5 /e'SHEETROCK brand FIRECODE gypsum panels screw attached , to brace, joints not finished ' 'metal turring • channel at 16' o.c. 5 /e'SHEETROCK brand FIRECODE gypsum panels :joints finished with joint compound ---► 1' USG FIRECODE compound on top of sating (see note) yfi.2>`i • I • j j )l )l 1 s /e' SHEETROCK brand FIRECODE sheathing exterior system 4 THERMAFIBER foil -faced sating insulation gap for brace left open 3'THERMAFIBER CW FIRESPAN 40 foil -laced curtain wall insulation, friction tit 35 /e' no. 20 ga. studs at 24' o.c. Steel Stud Fire Containment Curtain Wall - 2 -Hour Assembly A.1 Note: As an alternative, apply bead 01 Smoke Seal compound around perimeter (on lop) of sating insulation; maximum sating joint 7' /z' 5 /e'SHEETROCK brand FIRECODE sheathing exterior system board cantilever max.o 2to1 (screw attached portion) steel strut 5 /e' SHEETROCK brand FIRECODE gypsum panels screw attached to brace, joints not finished 4 THERMAFIBER toil -faced sating insulation gap for brace telt open 3' THERMAFIBER CW FIRESPAN 40 foil-laced curtain wall insulation, Iriction lit 35 /e' no. 20 ga. studs al 24' o.r Steel Stud Fire Containment Curtain Wall - 2 -Hour Assembly A.2 Metal Furring Channel Attachment FIGURE 2— CONSTRUCTION DETAILS AT FLOOR SLAB AND EXTERIOR WALL INTERSECTION . Page 5 of.8, Report.No. 2331 drywall metal studs sic' SHEETROCK brand FIRECODE gypsum panels, joints finished with joint compound 1' USG FIRECODE compound on top of sating (see note) Note: As an alternative, apply bead of Smoke Seal compound around perimeter (on top) of sating insulation; maximum sating joint 7'/:' 5 /e'SHEETROCK brand FIRECODE sheathing exterior system board cantilever max. of 2101 (screw attached portion) steel strut s /e'SHEETROCK brand FIRECODE gypsum panels screw attached to brace, joints not finished 4'THERMAFIBER foil -faced sating insulation gap for brace left open 3'THERMAFIBER CW FIRESPAN 40 loll -faced curtain wall insulation, friction fit 35 /e' no. 20 ga. studs at 24' o.c. Steel Stud Fire Containment Curtain Wall - 2 -Hour Assembly A.3 Gypsum Panel / Drywall Stud Attachment • FIGURE 2— CONSTRUCTION DETAILS AT FLOOR SLAB AND EXTERIOR WALL INTERSECTION — (Continued) C., Page 6 of 8 Report No. 2331 1 'thick THERMAFIBER CW FIRESPAN 90 pinned to mullion covers a112'o.c.- 1 ' USG FIRECODE compound (see note) . • . Li I 4 "THERMAFIBER sating insulation foil-faced attached with Z-clips 2 'THERMAF1BER CW FIRESPAN 90 curtain wall Insulation foil-faced pinned to angle 12 'o.c. . aluminium curtain wall system, mullions 5 =0 "o.c. Wass Spandrel Fire Containment Curtain Wall - 2•Hour Assembly A.1 No'SHEETROCK brand FIRECODE gypsum panels, joints finished with joint compound -- 1' thick THERMAFIBER CW FIRESPAN 90 pinned to mullion covers al 12 'o.c. 1 'USG FIRECODE compound on top ol sating (see nole) glass 1'14'x 1 '14'x aluminium angles attached to mullions 1'x 1'x 22 ga. still-back angle Notes: • Maximum sating joint is 6' • Granite panels may be substituted lor glass drywall metal studs glass 1 Vex 1'Ix'/e' alUminum angles attached to mullions jtj J . , • • . • . • . 4 'THERMAFIBER sating insulation foil-faced attached with Z-clips 2 'THERMAFIBER CW FIRESPAN 90 curtain wall insulation loil-laced pinned to angle 12 'o,c. aluminum curtain wall system, mullions 5 Glass Spandrel Fire Containment Curtain Wall - 2•Hour Assembly A.2 1'r1'x 22 ga. slill-back angle Notes: • Maximum sating joint is 6' • Granite panels may be substituted for glass • As an alternative, apply bead al Smoke Seal Compound around perimeter (on top) of sating insulation instead of 1' USG FIRECODE Compound FIGURE 3—CONSTRUCTION DETAILS FOR GLASS SPANDREL AND CONCRETE FLOOR INTERSECTION Page 7of8 Report No. 2331 1 'thick THERMAFIBER CW FIRESPAN 90 pinned to mullion covers at 12'o.c. -- 1'USG FIRECODE compound • '• Boor slab ' e• •p. •o•, d• p. 1(1l y � H 4'THERMAFIBER sating Insulation toil -faced attached with Z -clips —1 ti V _ system, mullions 5 • 2'THERMAFIBER CW FIRESPAf4,90 curtain wall insulation foil -laced aluminium curtain wall r �.a Aluminium Spandrel Fire Containment Curtain Wall • 3-Hour Assembly A.1 aluminium panels 22 ga.1/2k 1 'x 3' gals. J- channel mullion 2' /:1( 1'gaiv. still -back angle support clips aluminium mullions — 'hk1'x3' J- shaped support channel J- Support Channel Attachment • • FIGURE 4— CONSTRUCTION DETAILS FOR ALUMINUM SPANDREL AND CONCRETE FLOOR INTERSECTION Report No. 2331 concrete floor THERMAFIBER sating Insulation packed in cavity min. 3'h'20 -ga. steel studs (LB) USG FIRECODE compound THERMAFIBER sating insulation packed in cavity restraining angles attached to deck at 12' o.c. min. 2' /z' 25 -ga. steel studs (NLB) metal deck USG FIRECODE compound '�- gypsum panels lire resistive partition Fire resistive partition /metal deck Assembly A.1 concrete floor metal deck 2' /2'wide gypsum panel pieces held by restraining angle with screws 8'o.c. deflection track Note: For 2 -hour assembly, only when 2' /z' studs are used, gypsum panels steel deck (lutes may be filled with FIRECODE compound without sating Insulation back up. • when other stud depths are used, lire resistive partition use maximum sating insulation to back FIRECODE compound. Fire resistive partition/metal deck to accomedate floor deflection Assembly A.2 FIGURE 6— FIRESTOPPING PERIPHERY OF FIRE - RESISTIVE PARTITIONS OF UNDERSIDE OF STEEL DECK ENGIN'-ERS-- NORTHWEST I;l'C. P.S. 6e WOOOLAWN AVE. N.E. - SUITE 206 - SEATTLE, WA 98115 - (2%1525-7660 - FAX # (305) 52248118 Jos No.. 94*-ri Jos NAME EIy� gsvrci i EA ER Al V /J, j TO RFD krI 70,J T .JOAN PEI!! .rw r�uFK I E fJ wj l f. R'EV1IE19 M.101 r2 DATE ? -1 -91 SWEET Or BY % • L { hD2A • a -. ••■•■_ x 16 • MA.L:•. • l $'•x 1 6" At E -6 SR A.. • - •.1 x 18 ND2A ALIGN 'w HOSA LOW f.� ? (. 0. 1 s • -CIifY OF TUKUJJLA i • R W *E @ • RECEIVED COY OF TUKWILA r 0 ire g6 flo NI I Lid BUILDING DIVISION AUG 0 7 1996 PERMIT CENTER ONES _r. 396-a975 1014111111:610 WPM inirmare boviu. .WTf 1.1. IINININSTON fA1 a.., IM1MM oft spina LPG/ ARCH Ana; COP" kNCE1t4 REGAROiwc t£LT io4v A /ls 4r /t AN #CCE4 TAOLL AL TER NAf! vC COMCRETt JTEM wont ErTEP•tO To ECCVi+rioN O =04 ? J'ioro --- THE Rf/NFORCIKC CALLED 'OA If MAIMTA#A' P A/ JMOWN. THE vosheACk .. IIVrelt /On ;IAs? If Cn /r IN cue%••Acr(. f•LL /VOTED iN THE CENE/t4j, NO ?C$D avert 7- /: 9!. alw c, EATEwoto /Tay • :Lao KCY1 " ro OEctrr THE ScAa 1CYs AT wit. rHE /rvrtRroit RoG /O I•irNCAr/rry 111 Tf1 C. l N JNLATIOIV 11 LOCALC Y RCI1OVED 0 714E DO►v(Gf CYY is AWO CONCrtt TE CAR cavEn OF 2 •.rnhv iJ PROV /OLN EACH JOE O F THE acwEcf , fWIULATgON 4J DZ'LtTCO i'1 TML INEARw/A«, Net0061A/ Al INO.✓y •aJ Jk -4 Dory° C - ?. CITY OF TUKWILA APPROVED AUG 0 8 1996 t∎JiLU BUILDING DIVISION ,,A,A151-1 14>rAT11,E�ApNT. pip IN 4 • LPN "no t#w: EON it 44C ERA .c vary- M .nwmm�•...r..�r.w�+n. ^+n.rw�+cu ro.«..m.n+n.n... r...++�.,...n -. OAK Awe Ti E F.LL.vu✓C 1 iF,c •i,. / 11 curry [L.,:— — 1 *1 JNCtT SZ t S3, TNf /PhTRNIIC$ Lo 1: •4 34'OWL P 01 1.NOwN Exrfusmve • ?MC ping, iviers of -lama u /•/Lltp ON JLCf/Oiv 8- JTUtser IGoms mNo ORE L$f✓Ar • ON OF IUKWILA APPROVED AUG 0 8 1996 is I IV 1IV 14-1.0 BUILDING DIVISION rut QRrerer✓A7 MAU 5TORAC( KOMj. �. N•TC TMC r rc,+O/t v.u. Q[TVttw Etc fryers, re cla•r■Cr•og .F 1N$grM,vc rY/ ENG I NU =RS - NORTHWEST 1 ...3. P S. WOODLAWN AVE N. E. - SUITE 205 - SEATTLE, WA 98115 - 12061525.7560 - FAX 1 POO 412148811 .014 Jps NO. , JOB NAME F MI-W o (i? T4 Y DATA �- 2 -9! Su.JsC►, -•. .l. t V Th1t v4 1i,e SscET or-L- sr slit Ur i uKvvlu; APPROVED AUG 081996 BUIL li, ING DIVISION • 'fit. ARCH PER ARCM 6 lc.AU v /wvef E.w • FIG ♦wPCc I't lt OAS- 3k -V fiw t0 74 4i • I it 0 -• gf WC( Pl R AXir •; FTC Peat AJ�Jr (';MP Al It[(i o ' .■■•• a 1. 4■• We. •■•■t, • .111." • ENGINL:RS- NORTHWEST I( P.S. MID WOOOLAWN AVE N. E. - SUITE 205 - SEATTLE, WA 90115 -1206)5254510 - PAX • (S) 5124111111 'lost E 7- 9-44 AMP NO. Jos Won Si _ DATE rOirnie Oen* W • IVA t. Pc k/dhe isolyairr emote:It', "MO co sy ••••••■111111•111.0161•111100 • * • • • • :ift, - ec/01 Otript "I feel keU. (Y) k'y As Pita. THICK fp, ro JL.AJ SECTiow 5t, CITY OF TUKWILA APPROVED AUG 08 1996 M., 1,4U LU BUILDING DIVISION • W t• SON Wafts** hairs NE, Seit DAN 7 4,x, age 1214160 mow • eir GPM Anil , c• d/1710crwow ,saga AM : cow kvcERM -- Cc PhI JM/r,y (MACMNp� ) PER cON tR ocT.l REQUEST, ro Fwt/t more CONJTRIICT/oty /7 Il AN ACCEPTABete ACTE4A qTB TO.; — IN LJEll .OF %s:I X1O AD GILLED Mir IN JECTIOai k -3 /Nfr4(L X S1/24' OtAivt.. -8o .r (cor al 6!JO E1'OEO lit` PER rcte ArPP/tTAt ysof .� /N• Lieu of s /�, O K,o "AQT.-Qocrl cwttro oor /N T/ t I$EA runt icotan ntl /NIT/!tL s /P-IQ x nowt. -BoLr (twr at Ow?) &len, C S, Al Yr/y ANY Esc /JTI,VC /z 6 X/O J- C04.77 Q PE/e/i' crfR ;rr, t✓ALCI AN() cEmszig DLO JftM d, Lt N.47" r%trfnMC CioE Artili tf-o '7 ft BrariE',t RFACA[E v/ ./t r K S%y (tt 4 17 )(ONE Colt WC) Al LIJTEn fl cowl. (FL.ACI Y ‘IFitar t Eiltr T -QOtr To of AC 6i'oowtO rN I'tACE) CuRkE'vT co", of tc6o RElooRi q YS /Y JOAIL DE x(Pf I/rE Fitt RfVttl✓/'Sven •?TAL TO THE JPECsAL /NlPfCTOR. ,w1TALL T/Oal INJI(C71Oly rt atEauiRE0. Awe ALL ANcHU'Lt MNAU. OE /✓rrilLLto eta 2EPoRT st yr, to, CITY Of TUKWILA AppRfVFD AUG081996 w .V1l1LV RIMMING DIVISION �*iIA leaw�i ritiliMEtai • MU. CN St FAX •p/A1 10$• • tag 1125.7540 . . • PA/ AKCH ATTN Cow .jcKGEKA _ DATE -jy arer • 4'1Z • Co w/frrt w c.t/ ory �JJu C1 TAE Fo LL o y✓I NG / TE /'1 J Ara' A O. R C .L RECARO?AIC Thi5 rt~W A^ICP %uR UocrJ C JECT/oA/ oll/.tr, fit fplE GNAw6E role NuTE. TO RCAl0. 7'. Ein13Eo, (NuT 9A. ;NOwy), TN /! IJ A TypD, 2 THE CHIT -/N - PLAcc- coivc/t(7Z JEc rio»v of THE 6ENE/t't morGJ IMOwoh C4LL Fon Sf "f= 1. MAK ,LttF \, CMOT .y''/' ?Ax HJ INoI#A,). RECARo/IVG i-IFLD fMErcla Ik - / ore 6-Z0-14. PE2 cow/ - RACrdZ REQVEjT) Att. J'rErlrIALL -T0 - TH tehEa[p icRa QOwELl I"'1Ry 6E EtoEO, (mar*, s'./411A1 inr CLEAN ,o 4Jr 'net Notes PER I`I FC2 JPECJ, VIf N /L.T1 H/T Ny. /ro fyJT(iM, PEA CoNr/tI crOR REQt(EJT, TNF EYrf/tim v✓ALkwAy ruPPO/'.T PlE(tt/ ALLS e THE Fott/t eLGG GOAAJEAS w/LL QE Jul°po, T£o OA/ JPREA.o Pu,rlA/cJ Aw/p CO uG2ETE sreM WAttf I.y 4.0eo uF THE Tr+ /CIO:n.E4 It.4 ? tore Al CNaRENTir JMOWn/ pq1 THE PLANT. PLEA ( RgFE, To JIC'S. THE TRU.J Jt44't , )E/t NA; REQ N Esrto A N,EA0 E2 DE PLACLG oh/ THE SECOND FI.uojt FRAKrk•C &LAA/ (St) AQOVF, TH£ /'1ECH. ROOM ro REotcE THE. TRW! SPAN. PLEAJE REFER To Ik- 6 , No Fuum04 nom t' OO/FKATroaJ ARE A E GU D, CITY OF TUKWILA APPROVED AUG 0-$ 1996 AU IWILU BUILDING DIVISION' .1 ems seams ‘Iv- - s/w�oto :.t•.a::C':..v• ^u n u.:mx.x «ti... 7. ENGINLERS- NORTHWEST i.vC. PS: 6660 WOODLAWN AVE. N. E. • SUITE 205 - SEATTLE, WA 96115 - (206)525 -7560 • FAX • (2011) 5224N6 Joe No StullJCCT J011 NAME f - _ DATE e- 2 )-gist CLIP" /F /CAT /DA/ FQ1_ HOLOOwAi A A/CNoRf .SNLR / of I e Low i &ICNT :TVA I✓ALL cow 4' ' d. By T. e. 2 rry0./ e 1401.0116e.v • NOLpowo e %fit‘ %./ALL Pu. 'LAW , Er■C3ED 3;4 �� ALL TMR[ii0 w /MUT I N FTG TO ACHIEVE ToTAL l6 Er\a -DPI E' 'v f 114 FIN,IN►f0 ca•IC' tiff. /C~ Qe (.t EnaEO J'k -3 ICALANcE PER APPL)cs) aCE oETAIL nl:i:lS: v a.s�.�r.uvw,� ENG I - NORTHWEST - C- P 5: 01110 WOOOLAWN AVE N.E. - SUITE 205 - SEATTLE, WA 98115 - 1206)525 7560 - FAX • (204 f82'MN JOS NO. 911/ s2 .Jos NAME .E`r/ OATEN Z� - " SUSA P3.3" FOOTJWG 4ETAI4 Fun JECT1ory I�'} -S TJ Cet. SMUT / or / By 1,c. BALAaCt PLR. A -S - rt -f1 Sk �� l -0. 11- .J 001,01 V .1' t-IN£ of co *r FTG a£YONo F3.T PER 'LA.l 3 =� x D •6 x /o CENrCit e co.. l ? or T ,' NI VEnst ? !i'1 CsNT FTG JTEFL I°I411 T ',+Rct F3,, FTG. ENGINLERS- NORTHWEST P. S:. 6199 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7550 - FAX * (208) i224888 Jot No. /1.4"1 Joe NAME 5 XffNOE:) J tAY TNk w #LA DAtt (- to-9( SUSJ(CT N ^LL _Eoof+Al! QPliuiJ SMUT / or APPRO APPROVED AUG 0 8 1996 FOLDM lite0r t 4, Sv, 1 L. WAIL INCATH'P' (NrT IN/I'✓n) re HiG.ohem .11v pi CO w /PRoin. Cr NAIC.. /+vG MAW NOLPOr/Mt ReovE aoLTI PER SO? CD No Pelt es A/ ✓/ z JIw W EM3Eo ALL TMRE4o'/'NGr /1-;")/A/ JA/ TN /L/EIVt'YJ AAA r s 3dV r---- To ' mrcN FTG JTEfL I0 + I/s Cult 4. • • NoTG; Trill oL7Alc I r APec/clrace oNCY IF 6/000 pJF 6£ARIxlL CAPIRCtry P£R GEN /vorCJ /J vE/t,FIEr 19 2 CEO TECH Sk -I 3 =0 x 3 -0 'c I? FTC RLoCk oNr Foor,•JG e ,rTEr. wshi, �3 -0 Post-It" Fax Not, 7671 0m -1 -1 J' -9 [ 1:4.0 4 DOW SMITH '"0" TvM i.mlvcve/ Co. c"e'l$• t1 ACNVPt Mon. a Phonya ,-z'r 7s(o 'Pa" 2.-Y3 3..1-.S7 Fax. (o ItIcIkAI- /Y%A'UQ To ARCH 1 ZrY 3 y ---- -- EMaEo ( 1N Frt & l0 i4 o Pt/oNAL : DRILL a- Errant xraAICNrcm,tj Iry Exm/T tr4. t P,x? veto C iN cc�/+.ret Act API PER. 0-.S. PEA MA i -27-91 -Kt. 3114I Coo! 'uSe�SiX.:1,1;Lk.`, * *::V sArRSmrYA•.w...1 • wta1V. 1. rf1 ∎VVIW.jNIMAritirOVI'.VOIVV,INOV 3t. ... ...,,P .r..r.+r*.mrv.>.rowVVVVVw.- +w..r..� ENG ERS— NORTHWESTCNC. P.S. *000LAWN AVE N. . - SUITI 20S • $SATTLI, WA N11d - t2OS)02$ -7500 • !MI • We NINON Jos No. 7 0 s 2 Jo. fv laect Maw ova 0 1 TMkw4LA wpm fAct worMA 1 i+au. 31 sf. ¢ boo MHEARiVAtL z'(' WILL. .1 T466t Fagg NM.L Ol?• 1TM NIL v� lei. tArmiet 0 A ft AN O(1A /L IA Owyt 7 - 23'1i swam O/ •r1 T.4. as ►' jtMAT T$SJ 111101114 :FR Nos* AMIE N•40111101 ...1011104C:4 try ',form Pest rkepe `f % i► +1ct rmoti o r EP•xr f'i8E0 CL(. I)i.JT ;Mgt MI1.LJ • Mft_Ts HIT NY- If* POSY. Co/PFCr.ow'Utit ) HOLA .. Nfrl Mlvy E*fLR1Mt Q Lev* sa v.M.nr..+,�.e ENG ..: ERS -- NORTHWEST (.4C. P-S. WOODLAWN AVE. N. Jos No. fist .JO• •NsdicT, A*Os 1 tom A< g . - SUITE 205 - SEATTLE, WA 115115 •12OS)S -7500 • Mx I ONO —SIN rig reNDie JTwy T14 /WI c4 arid( Paitvir i» 10'444. jaPiN/S1' R mum • • ww . iie3it rya Wit %s ✓2xt Or /. CO ER • Et. E r�r ti✓A 'c (cr #oh s,G 1417,"e =p` 7- c' ' F •4 etc, t' (Pe A/I T C.M pd reit ♦I AM) Dart 7-2Z-1 Avg LAN QLraq . Iry R Morn Ammon. •..T Pea s& -? NIP Fax Well 7 71 jam 7- ZJ- r6 Ms. 2 ,~ Po Ai JFi •TN P.m" TIP% L • .‘ ENG 6-gEERS— NORTHWEST—INC. P.S. 1:•• 6UIIW000LAWN AVE, N.E. - iUITE 205 - $EATTLE, WA 011115 - (206)825-7560 - FAX * (2041224SIS JOB NO- JOS NAN( erA CATE Miner irotto/cAe rVI,C Pt PI' root ohq. • SPIEWT or ny 73 c Hid HAWCER RANCE OFFJE1 CQL LPN Architects & Planners 6 .4 z rAtAmAnlitit■ r 771' Corlmow x Cca p%plAs OLOC t4ALL 0PCAIA90 "r0 CeN Trfl tdfi I. I i. • • FLOOR LEVEL WINK DAVIS EQUIPMENT COMPANY. INCORPORATED 55D PAESSLEY ROAD wHARLO77C NC 25217 ;.7045230101 O SECTION B B NO SCALE ATLANTA T MUG) 113061000 WINK DAVIS EOUIPMENT COMPANY, INCORPORATED CONCRETE REQUIREMENTS FOR SINGLE UNIT INSTALLATIONS OF MILNOR 55 LB, WAS1-ER / EXTRACTOR MEMORANDUM To: Mr. Greg Whistler ABC Landscaping From: Mike Villanueva PW Department, City of Tukwila Re: Retaining Wall Permits, PW96 -0175, 0176 Extended Stay America $20.00 Balance Due Date: July 26, 1996 On July 8, 1996, Mr. Greg Whistler came in to pay for two permits for the Retaining Wall of the Extended Stay America project. The Notification of Utility Permit Application letter attached to the permit package had an error in calculation of the total permit fees. A copy of the letter is attached for your reference. As you can see there is an error in the addition- $174 + $25 = $199.00 and not $179. Therefore, payment of $20 is due to make up for the difference. I had received $170 from Mr. Whistler at time of permit issuance. The $20 is needed to register payment with the Finance Department and to have the permits routed to the appropriate departments within the City. Also attached are copies of the original receipt for your reference. These receipts also total up to $199 as you can see. If you have any questions about this matter, you may contact me at 433 -0179. Thank you for your cooperation in this matter. ..i�w „?� is�Ci% i'f u.`., a” 4?? f;,: nir` t�.; F; i^ t.' Fr' FV: wvr»' c•H« w . »...r.� «..— ................... City of Tukwila Department of Public Works 0..040141 '1YNVM1.b*MRK.AY!f.tV.000604.wm e�p..ww+uu.i0 John W. Rants, Mayor Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: J JULY 1, 1996 SUBJECT: EXTENDED STAY AMERICA Keystone Retaining Walls 15451 53rd Ave. S. Project No.: P95 -0115 Plan Check No.: B96 -0151 Activity No.: PW96 -0175, 0176 Contact Person: Mr. Raymond Martin Phone: (206) 539 -4766 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE wpm THE PLANS APPROVED ON July 1, 1996: PW96 -0175 Land Altering PW96 -0176 Storm Drainage PERMIT FEE 174.00 25.00 Total Cost: $179.00 Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of letter, application and plans) Development File (copy of letter, application and plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 • Fax (206) 4313665 flA4:kA. *l44 /rJhk!*h•4•. Etch:' s44!: 4:t frk lcA•h.4hd•k!r.4:tkk4.th4A•k*fi kA1.4 *A*A* *•A•*A CITY OF TUKWILA. WA TRANSMIT .h fr. t: 4: 4 •hA•k:llir:4:t•t:4;4 ;t:t•k:t••tA t,4:4A•k4m.1:t:,i %**A :4.,rA.A k:4;4kh: h 4A*fi•k:4•**h•kk*•A• TRANSMIT Number: 96001421 Amount: 25.00 07/08/96 16:59 Payment Method: CASH Notation: GREG WHISTLER Init: MEV Permit No: PW9G-017G Type: PN• -SD STORM DRAINAGE Parcel No: 115720°0031 Site Address: 15451 53 Ali S St: LAND Fl: Uri: Locution: 13451 53 AV 6 Total Erns. 25.00 This Payment 25.00 Total ALL Pmts: 25'.700' Balance: .00 AAA•4 *AA k$•k:4A**714AirAA' sirA* Ah k•1 A* AA• kA• k: t: 4lt&*: 4•kJ::4*Ak:4*AAAk14*4Ak * *4•**•k Account Code Description Amount • 000/345.830 PLAN CHECK - UTILITY 10.00 412/342.400 !U5r FEE •- STCRN DRAIN 15.00 4 44*A 4**44 *•k:4• .::44 * CITY OF TUKWILA. 44* 44444* 44: 4•• k*4 et 44 TRANSMIT Number: Payment Method: exi n4ed arrerfca 155 -Si S'3 rave ,s_ Ah kh444•hh *• Air *k*•kk * * *'k;4•WA**4h44*44*44•k A4A *4* WA TRANSMIT 4 :44!.**44 k* 4h*44it;k44*4h44*A f kh•4fr:44A.4A•k #•4hh *A*** 96004420 Amount4 174.00 07/08/96 16:58 CASH Notation: GREG WHIS•ILER Init: MEV Permit No: PW96• -017; Typo: PW•-LA Parcel No: Site Address: 115720.0031 15451 53 AV S St: LAND F1: Location: 13451 53 AV S LAND ALTERING PERMIT Total Fees: 174.00 This Payment 174.00 Total ALL Pmts: 1J44'0:q° Balance: .00 A4•k*AAA*A *A.A *k•kk141A•k *A*A*4 tkA A: 41* 41A A1k •*A*J.'4*A•&*44**44**A•**•4;t4* Account Code Description Amount 000/322.100 BUILDING - MONRES 144.00 000/345.830 PLAN CHECK •- NOIRES 30.00 ;! „c^}t'�:;5 "re,•v`i' >:Mdlry': ii,;k`iu`R:�.�":�'�`jj •■•••■•■••••• •■ 06,127/299& 2: ?: f9C) ;,a;99F352 JUN-•27 -95 THU 1 • • l ( i'994 Gua. %ef4r .de4, ,Si'4 y 1 Mole -1 f f U UM g.9i 511E PAGE e2 A`! r,) 2riia'w"+? P,02 AMERICAN CONCRETE, INC N tti box, w'A;ti))114aTON 9807 ' ,' OMA• 404 ()) ', g'l,ATTWk tf3*. 4 0 )(1O Ar'.4 ' U2$ <UtO4 FAX: 061.6335 • j11.., �i�Jr*'�' jr� et) bl-e..r .tl rri tik .3 ' •.s''(' 14,1,4;,e. r on ALL MAGNUM JUN 2 7 1996 "%COMA, WA P0/10 FO Ge)«i9hr 0t fY)A fee, ALL pe k (LJ, c. 44441. wt'q-rHE2) &no' c Air irei'DcK WA kg. I16- eta ad 470 pis 1830 r%.�J 41t,A912 leyfyle,ri (ft71cier, ,O;Je) 9.0 /at ). t;: 'n 'T°'1t� ¢ PeLee4) Llwif & ;3_ eI p -Slam p 41/ &to i-evr ENGINEERS NORTHWEST, INC: has reviewed this Conc.rNe Mix Dhsig�nn tor conformance with the ...onstruction moments only. This review does not obviate the contractor from provitiotooncroto which meets tho sosauseadsy steno • Sori& ) 9 7f+ 9CAtiy/C ...... 1:7a00 .S rIee.IJ 9 7 < aetdolls u; 000 SI • 06/27/96 12 :59 TX /RX NO.6294 P.002 c 06f/27,2996 13: 0 :::,4;.13b!, JUN - 27--96 THU 7 :1 ss ",fi`.s'i; "gip +�•.`+'X'.'D:- t:..... x" �'!k•. r• . . 1a` w7::,. �r:rrs,:;va•�x.:....r...w:r�•sa HYlr;r 0 P. ii3 AMERICAN CONCRETE, INC. f'cr. HOX in1Ss AutUii!', WAIMIN(111).N NW TA('t1M, :i::i (“,)%11) e4:l8 -o90U AC'c.'r Ui4.4tat P . $63'11305 mismou hp is .i.;;;• Am/ 463.11mcsountiesolimestairowimilimamisall01110111111111100mors 3t+ 'e. , /944 lr. etrfte.i! Re: fbitoded Svsy Moh 1* 1X ),SIq : 4hit 4116044-1 1-$- K 1a00 ' /ryak4i>a15 pe. k C 4;c (pod. 44 7f,g(4ke Of- 90 t 9.0 t Jii)o 46r e€Mel+4 MAI NMILvNwtd this Concrete Mix nform ncs with the Construe on for cos only. This review does not &hie the contractor from pa. cow*N* ' h meets the surd 2dly length, perk 0, 4106o 1 is wif" lot. pea ,; ', / 5) )// RAiiv , 5i Y ar , l/ r� 44;:ilt (Amy .air y n• p ..S' rre4J cl .,,X 'Z7 -9� 2d4 ..4209 °.p,se d -okrf 3ow ,4/ 4:10,01,1410,9 a / . U6 /27 /96 1Z :39 Tx /Wt NO.6294 P.003 •- • :':Awes, :'w LETTER OF TRANSMITTAL 1611 l 16th Ave. N.E. Phone (206) 453-)265 TO: iCe %c t S. Pe- lersoni 206 - Ll3/ 3a'S'. RE: owiver s A.10 ESA DEVELOPMENT. INC. Bellevue. Washington 98004 -3094 Fax (206) 637 -8076 DATE: 6'/9.96 Copies Dated Mai 9G Description S7pTg rot 3 INF THESE ARE TRANSMITTED AS CHECKED BELOW For approval XXFor your use AeAs requested For review and comment For Bids Due on REMARKS: Ke/c icE '! k Copy to: tO - d Approved as submitted Approved as noted Returned for correction / 19 5 SAQ /u dO ! /• Resubmit Submit Return copies for approval copies for distribution corrected prints Sincerely, DAN STERNS TRANSLTR S 9L-£5t 90Z 3NI 1N3WdO13A30 VS3 d917:£0 96- 6t -unC • Insurance Sn Company 1 filed for Rernrd at Rennes! of 1 Nolte CYnthla Thomas Address 700,. tif'th_4ve111 ft, _so ice. 5.099 , City and State Seattle, VA 98104-5056 ..A.HD 4.4 bt4t f"'. {ldr 07 6911 Bases emoa..oso PO* 1lretrotUa wr Statutory Warranty Deed THEC'RANTOR highland partnership A Nevada limited fnr And in consideration of $10.00 esa 0806 and other good and valnahle consideration partnership 8 in hand paid, cw1veye and oorrontr to e:SA 11806. INg.. a uaehinrton corpornc ion the following described root sots.o— eltunted in 11 a County of . King See exhibit A attaeti.d hereto, on Exht1iL 8 attached harsto. Dated Hay 28 fub }ect only to the items ,i096 KTATE Or WASHINGTON t.)11N'r f On this day pet tensity appeared helm. ate . 1.. Ir,we 14w.• to In Il.p inl/i.i.W.tl1.) OI...awl In 6611 rl.y (seemed the rallin and fsnelil.B ilulrunIenl. had h•4na91ed16d that . ....... .. •ijne1111.e 11166 sa free and voluntary nn and dred. I..r Ole ono and arrant.. there:a Mtnlbtbrd. VIVF.N Waller way •..61 .nd 11116.1 ...1 Ihr deraf .. ...... .. .1 /. • Nutwy pubic in end fa UN Slate al Wa•billru.I Ier61i..e et 1.1'8.111 01111 SS9L -£Sb 90E STMT. Ur WAMI11Nt:1'UN t'U1'N•t'1' UP -.... lisred . suite or Washinatnrt: 1 On ik _ _dny bf _ l/. ... Ware an. 111t uudmigned. a NN.ry l 6bls i...../1 la the Slate of Washington. duly tact. n.i.•Anr.i a. ..l .a.w w. arw..•Ny Ngtear.•d •1111 111 no Unman 16 116 Ihr ... .. - -- -- 1 1U144111 Bed - .. •... ....7eereury. ryllrr \.tray. .w ...... •.. —_ ___ _ __ _ _ ihr q11...I nnmanl s far.glhB :o.HNMe111. 301d erIba111tJ 1 111 Ihl Hitt 11101110 111 •6I 11 lap 1 he t. ee swat wennla.y get awn 116•11 of rid alvll....l..a. Itu the 6.16 and p.l.a.ra IM•e14nw.oltunr.i. and .a oath elated that . anthnriz/•11 41611$41116 the ..W bimodal ant and that IM.t►I d6nll i1 the a06 en 111 t Aral of .wd em ptieslini. W.Ineaa an h.•.I and nff•eW teat hetetn alibied the day and ys•r fret 611.166.•r11ten. -1400 'pry PYlin; in wld foe uls Stele d WLaiiii on. naidias Li" • — - EI 4R$f PS n5/n4/9A 7S79. sn 5i `:flnn. flit 3NI 1N3Wd013N30 VS3 d9t :£0 96 -61 -env r STATE OF NEVADA COUNTY OF CLARK This instrument was acknowledged before me on May r6 , 5996. by HERMAN EM1NOER as General Partner of Highland Partnership 1980, Ltd.. a Nevada limited partnership. (seal, it any) 0 tD M H r7 U7 0 1 £O'd SS9L—£5t► 90Z ONI 1N3Wd013A30 VS3 dLt► = £0 96-61 —unc -.. .. .JJV �,,•.IJ £.D I hICr.141111 r1IL Cat,.ruu c. b .4.l bc4 1,',k14.V •i j f G4L DESCRJPTION THE LAND: YS SITUATED IN THE STATE OF WASHINGTON, COUNTY OF KING AND IS DESCRIBED AS FOLLOWS: PARCEL A: .. LOT 3 OF CITX OF TUKWILA SNORT PLAT NO. 76 ■29 -SS, RECORDED UNDER RECORDING NU. 7910170915, RECORDS OF KING COUNTY, WASHINGTON. PARCEL A: AN EASEMENT FOR INGRESS AND EGRESS AS DELINEATED ON TUE FACE OF CITY OF TUKWILA SHORT PLAT NO. 79-29-SS AS RECORDED UNDER RECORDING NO. 7910170915, RECORDS OF KING COUNTY, WASHINGTON; LESS ANY PORTION LYING WITHIN PARCEL A. PARCEL C: • THE WESTERLY 190 FEET OF TRACT 4, RROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; • EXCEPT ANY PORTION THEREOF LYING WESTERLY AND SOUTHERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED BY DEED RECORDED UNDER.RECORDING NO. 5496436 ESTAOLISHED BY DEED RECORDED UNDER RECORDING NO. 5640561 ANO CONDEMNED DI SUPERIOR COURT CAUSE NO. 596633. ALL SITUATE IN THE COUNTY OF RING, STATE OF WASHINGTON. 9605311760 217211)02. LCGAL DESC. t'O' d SS9L -ESt' 90E A -t s 3NI 1N3WdO 13A30 VS3 dLt: EO 96 -6I -unC 9€05311760 EXHIBIT!! TRRMJrnsD £XCErTIONS • EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: FEBRUARY 28, 1936 RECORDING NO.: 2447475 IN FAVOR OF: PUGET SOUND POWER & LIGHT COMPANY FOR: ELECTRIC TRANSMISSION AND DISTRIBUTION LINE AFFECTS: NORTHERLY PORTION OF PARCEL C SAID EASEMENT WAS ASSIGNED TO THE CITY 0? SEATTLE BY INSTRUMENT RECORDED MARCH 5, 1931 UNDER RECORDING NO. 4134713. RELINQUISHMENT of ALL EXISTING AND FUTURE RIGHTS TO LIGHT, VIEW AND AIR, TOGETHER WITH RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED BY INSTRUMENT: RECORDED: OCTOBER 23, 1962 RECORDING NO.: 5496436 IN FAVOR OF: THE STATE OF WASHINGTON CONDEMNATION BY THE STATE OF WASHINGTON OF RIGHTS oY ACCESS TO STATE HIGHWAY AND OF LIGHT, VIEW AND AIR BY DECREE ENTERED JULY 25, 1963 UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 596633. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: MARCH 12, 1964 RECORDING NO.: 5709884 IN FAVOR OF: CITY OF TUKWILA, A MUNICIPAL CORPORATION FOR: WATER LINE OR LINES AFFECTS: THE NORTH 10 FEET OF PARCEL C EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: MARCH 22, 1964 RECORDING NO.: 5709446 IN FAVOR OF: CITY OF•TUKWILA FOR: WATER LINE AFFECTS: THE SOUTH 10 FEET OF THE EAST 25 FEET OF PARCEL A 17:2/002 • PUN. =COT. 13.1 SO'd SS9L -£917 90E ONE 1N3Wd013A30 VS3 dtti:£O 96- 61-un( 90'd EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: OCTOBER 2, 1964 RECORDING NO.: 5793878 IN FAVOR OF: THE CITY OF SEATTLE. A MUNICIPAL CORPORATION FOR: AN ELECTRIC TRANSMISSION AND DISTRIBUTION LINE AFFECTS: THE EAST 10 FEET OF THE WEST 50 FEET OF THE NORTH 85 FEET OF PARCEL C j EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: r RECORDED: OCTOBER 2, 1964 RECORDING NO.: 5793881 IN FAVOR OF: CITY OF SEATTLE FOR: AN ELECTRIC TRANSMISSION AND DISTRIBUTION LINE AND APPURTENANCES THERETO AFFECTS: THE EAST 10.FEET Or THE WEST 50 FEET OF THE SOUTH 119 FEET OF PARCEL A 9605311760 COVENANTS, CONDITIONS, RESTRICTIONS AND /OR EASEMENTS IN DECLARATION; RECORDED: OCTOBER 4, 1973 RECORDING NO(S).; 7310040292 A COPY OF WHICH IS HERETO ATTACHED. EASEMENT DISCLOSED BY INSTRUMENT AND CONDITIONS CONTAINED THEREIN: RECORDED: JANUARY 23, 1978 RECORDING NO.: 7801230698 FOR: INGRESS, EGRESS AND UTILITIES AFFECTS: THE NORTH 10 FEET OF THE EAST 177 FEET OF PARCEL C EASEMENT ANO CONDITIONS CONTAINED IN DOCUiENT: RECORDED: JANUARY 31, 1978 RECORDING NO.: 7801310848 IN FAVOR OF: CITY OF SEATTLE FOR: MAINTAIN, ELECTRIC UNDERGROUND TRANSMISSION AND DISTRIBUTION FACILITIES AFFECTS: THE NORTH 10 FEET OF PARCEL C AND OTHER PROPERTY EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: MAY 1, 1978 RECORDING NO.: 7805010738 IN FAVOR OF: PACIFIC NORTHWEST DELL TELEPHONE• COMPANY FOR: UNDERGROUND TRANSMISSION AND DISTRIBUTION LINE AFFECTS: NEST PORTION OF PARCEL A 771N002 - PERM. R:{68P?. B -2 SS9L -£St' 9O 3NI 1N3Wd013A3O VS3 dLb :£O 96- 6T -unC LO'd 9605311 ?60 EASEMENT NID CONDITIONS CONTAINED IN DOCUMENT: RECORDED: APRIL 9, 1979 RECORDING NO.: 7904090634 IN FAVOR Or: CITY Of TUXWILA FOR: MAINTENANCE, REPAIR AND REPLACEMENT OF SEWER AND WATER LINES AFFECTS: ACCESS EASEMENT AS DELINEATED ON SHORT PLAT IN PARCEL A TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN SHORT PLAT NO. 78 -29 -SS RECORDED: OCTOBER 17, 1979 RECORDING NO.: 7910170915 REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTXCULARS, A COPY OF WHICH IS HERETO ATTACHED. EASEMENT AS PROVIDED FOR AND /OR DELINEATED ON SAID SHORT PLAT FOR: INGRESS, EGRESS AND UTILITIES AFFECTS: SOUTHEAST PORTION OF PARCEL A (AFFECTS PARCEL A) COVENANTS, CONDITIONS, RESTRICTIONS AND /OR EASEMENTS IN DECLARATION' RECORDED: JUNE 12, 1981 RECORDING NO(S).: 9106120059 A COPY OF WHICH IS HERETO ATTACHED. (AFFECTS PARCEL A) EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: APRIL 18, 1996 RECORDING NO.: 9604190923 IN FAVOR OF: CITY OF TUKWILA FOR PUBLIC SIDEWALKS AFFECTS: THE WEST 15 FEET OF THE NORTH 66 FELT OF THE PROPERTY HEREIN DESCRIDED 112. TEAR i:(RTT. D-3 N2' OM TM SS9L -£Ssb 90Z TOTAL P.©7 3N1 1N3WdO 13A30 VS3 dBt►: £O 96 -61: •-un1 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director June 19, 1996 Mr. Dan Sterns Construction Manager ESA Management, Inc. 1611 - 116th Avenue N.E. Bellevue, WA 98004 -3024 Dear Mr. Sterns: The building permit for Extended Stay America is now approved and ready to issue. The following fees will need to be paid prior to issuance. Building Permit $ 7,341.32 Utilities 1,545.00 LID Assessment 3,679.26 Traffic Mitigation 4,465.00 TOTAL $17,030.58 If you have any questions, please call Kelcie Peterson or Shellie Bates. Sincerely, -016/v1w 330±29 Shellie Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 , '(11-',:r '.•.:-2)1(..j) (.0) (C111,.(A. J P 0 .5) IDT-101=-ESSIONA.L. 1_,/-1/41\ID SURVEYORS • F.111,111 A VEN111.;.S011111, SI,;ATI'LE WA 98108 (20(,).762-493'4 TRANSMITTAL (Odunel6 JOB NO. .. I. 10P(9.67 864 ArTN: .6t.S• ke le.se (2.04) 431- 3(o7 'I o. °P4erIVLi CcOrbINM-012. oF —r4-kus, (p300 1104-1.ittroer 131 —1-74.1.1AJ; IA , Lim (Tyco • • • , • • • , • • • 04.9. .. lb.. .... . . . MAIL X • DELIVER PICK UP . ... . ..... . .. .. on-lEn PLEASE FIND: ArrACHED..Y... . . ... UNDER SEPARATE covEn onioiNAL. . PI-MA.1S .. X .. _. ... COPY ... .„. ... Plit7.1..11v1 FINAL .g... ..... .. CALCS DESCI1IP FIONS ....... . 0111En -.MA rs i DOC.A..t IfV1 E493r 11E1-7:- 8:514 - 714.1(14); la - undaty susirrlivir QUANTITY DATED DESCRIPTION /44t. 9714.. .CITy. .OF ToKt4 .11.A Boo AD.3.03.1744-ear WO. ..L9(o.-00(3 . . . ..... . . ITIANsmiTTEu FOR: YOUR USE ..... PER nE.:auEstY. ACTION FIEOUlliED: PROCESSING . . REPLY. INFORMAHON ONLY RETURN NONE C MM E 1.1 TS • • • • • • .... • . F-1ECEIVED S4eirlA5).:K.sA JUN (1-7,••996••• CUMMON•ilti- • ... „DEVELOP- ENT • • 9606041517 i." �1' h` 1 i��`�..`•[4ia�?+i+�`kat3�:�'Q: Sir. �i�: rf�i? 1�J.' h�::! 3'�'..F; +tfA ^N'i�Fd ^A:?....'�.k te4�r.r,.,trrma:r,-t: nrnvrasr..^s:^.m: BOUND. Y LINE ADJUSTMENT /LOT C r.. DLIDATION RI= DE %VI D • • (..CITY OF TUKWILA, WASHIN UN . . FILE NO. 1. °J(Q — QO.I. 3 JUN 0 7 1996 ,C ;OMMUNliY t EV.ELOPMEN� LEGAL DESCRIPTIONS ' BEFORE THE ADJUSTMENT: • •. -SEE A- TT ACHED AFTER THE ADJUSTMENT: i t a 1 DEPARTMENT OF ASSESSMENT Examined and approved thL. •Sao rg- /✓G'/ c,� Ma= • day ,9I� I92. Assessor • / /S7.ZQ - 0j/ o• 'l/ Jw' /iz (SEE A- rrAGHED) a. 11. • do/ APPROVAL Department of Community Development: Examined and `approved this 2.9 day ofd G ,19a. Director, Dept. of Community Development Dept. of Public Works: Examined and a proved this .94 day of ,19%. Director, p De t. of Public Works . Return to: Dept. of Community Development Filed for record at the request of: Planning Division Rs EC EIV E City of Tukwila l Nom, 6300 Southcenter Boulevard MAR 1996 Tukwila, Washington. 98188 Page 1 of 4 ESA DEV E LOP IA EMT, NAME AFFIDAVIT OF OWNERSHI•J• • DECLARATION: it f . . l:e,t)r• rR,;y Know all men by these presents. that we; the undersigned, owner(s) in fee simple and /or contract 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 adjuslrnent /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. Name:Y Name: .1 -pevs Name: p!' Name: IyArne: •-- • Name: ri In Name: Name: d' STATE OF WASHINGTON • �©D County of King On this day personally appeared before me fl - C n to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge thatJsigned the same as j < free and voluntary act and deed, for the uses and purposes therein mentioned. M C1�F ,tzn 't�+r`Smy hand and official seal this `F� day of a -t/ 1 ,19Q \ ++ .l,0.1, \� x'114, ' u -N . r. STATE OF WASHINGTON County of King Notary Publi n and for the State of Was gton, residing at Q A )UQ Cam_ (Q1S1cR On this day personally appeared before me tome known to be the individual described in and who'executed the within and foregoing in- strument, and acknowledge that signed the same as free and voluntary act and deed, for the uses•and purposes therein mentioned. GIVEN under my hand and official seal this day of ,19 R. EcElv ED Notary Public in and for the State of Washington, residing at MAR 1 9 1996 COMMUNITY fir VI LOPMENT • Page 2. of 9606041517 LEGAL DESCRIPTIONS BEFORE TIIE ADJUSTMENT PARCEL A LOT 3 OF CITY OF TUKWILA SHORT PLAT NO. 78 -29 -SS AS RECORDED UNDER RECORDING NO. 7910170915, RECORDS OF KING COUNTY, WASHINGTON; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PARCEL B THE WESTERLY 190 FEET OF TRACT 4, BROOKVALE GARDEN TRACTS, ACCORDING TO TIIE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, RECORDS 01? KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING WESTERLY AND SOUTHERLY OF PRIMARY STATE IIIGHWAY NO. 1, AS CONVEYED BY DEED UNDER, RECORDING NO. 5496436 ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5640561 AND CONDEMNED BY SUPERIOR COURT CAUSE NO. 59633; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. AFTER THE ADJUSTMENT LOT 3 OF CITY 01? TUKWILA SHORT PLAT NO. 78 -29 -SS AS RECORDED UNDER RECORDING NO. 7910170915, RECORDS OF KING'. COUNTY, WASHINGTON; AND THE WESTERLY 190 FEET OF TRACT 4, BROOKVALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION TIIEREOF LYING WESTERLY AND SOUTHERLY OF PRIMARY STATE HIGHWAY NO. 1, AS CONVEYED BY DEED UNDER RECORDING NO. 5496436 ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5640561 AND CONDEMNED. BY SUPERIOR COURT CAUSE NO. 59633; SITUATE IN TIIE COUNTY OF KING, STATE OF WASHINGTON. PAGE 3 OF 4 REcx IvECRECEIVED :JUN 0 7 1996 GC 'iiiviUNIT'Y' MAR 19 1996 COMMUNITY DEVELOPMENT ,Q�u A/Oe °I "a, ,;;,-- �b \� �, ��l Ga /tr of ot. \ � �; 1, 8 � /.� 0.7•p�i _— °c .0, pi --- ----- If ____--:-----„--------__ —___.... 1.L1,-7.--po:i1°5b:24'14/491-ifjp,f., V 4 X31 0' ——•-� ;.:- v... -. 22/9.97 i „r, LOT L /,UE TO BE ,PE,WOU /p ao , ,2:4Tf_.e ztiF_ EASE HEN I C /7,' de' 7 ,,S' /*i/14 I,ese: I —I� . '%15,0/x' ,t/4. 5,76,9B86, I I I' 75 ezecrve • df4'si- /add D,SY,P /' Z74ij ave. cc/owe :yr — A/D. 407175 Tl e/7 /Of JfA71ZE, Ore I' • 9/147/3 I'v c ∎\ fl v 4 5y19,9r, itt \ 12 Z3 26 0,, /” , ZEWEQ ' JO y�tavE COU,U7Y AE,e /AL 5'11,fVe ' //E,PT /CAL ,9,4 ro f Map on File in Vault 2 741/ /,2e /fr NeV i(JUo 61$E,WE,uT PEP 71/(W /lq s % /O,PT par ;0 7g Z9.SS, kc.cE 55 RO,t PkIvATE -A5 PH ALT i' .\VE.o sui -FACE. W/ Cu fkiNS It GJTTE.RS. RECEIVED JUN 0 7 1996 COMMUNi Y DEVELOPMENT RECEIVED MAR 1 9 1996 COMMUNITY DEVELOPMENT Land Surveyor's Cerlificate: This Boundary Line Adjustment /Lot Consolidation correctly, represents a survey* made by me or under my direction in conformance with the requirements of appropriate Slate statute. Name: JE'RVelo ,S" STEAD,`1�U Date. M 'Q/ Certificate No. 25282 * A lot consolidation does not require a survey of the perimeter unless the lines are adjusted. Direction. Scale: / Stamp: ,f1 Page JUN 04 '96 09:10 LPN ARCHITECTS (206)583 -0708 t • ARCHITECTURE & PLANNING, INC. : ROYCE•A BERG, AI.A, PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 88134 P.1 /5 PHONE: (208) 5838030 FAX: (208) 583-0708 FAX COVER SHEET TO: Joa AgetVeDler0 COMPANY: G'!rr op 7u4014//L4 DATE: 1 �%/.� f"li �vKO l.�q; PROJECT: e �( -� Tu!'N/lzAr TIME: PROJECT NO: 911,45,211 FAX NUMBER: 4S/4e 5 NO. OF PAGES:.. _ ORIGINAL DOCUMENTS WILLNWILL NOT BE SENT BY MAIL AtE h 771 P1're:e .K.4.dvfdcr7.de a J2sTi1 das4' ?Iils''4 J"ocr —Sgae8 .cis'.e rrwirr WE , ,ear /"...46,..e/#44 u.e/ e./.1/44 /4/ n+tr, dAte ,p•6vcdr .fooi25. .01%Cosif 0.214'4.' ytrr.J .+wr.7 .4440 ~.41 Gal, .4917a o aytie tffeiC .ri�vtyc� s. /Car+•credV - AMASS ,*e ente&eS AU/a s A1' 410 •� .ter Anycie re071,,cly � Aryerdr -vc e C/Ivs0 4wo' 7 L4Z/04 needrE e ••'741 S rtirr ,ester r»KE4e efGCY95- • FROM: GQw ./frr',�j► SENT BY: If you do not twelve the indicated pages, please call (206) 583 -8030. JUN 04•,'96 09 11 LPN ARC ITECTS (06)583 878 Pirfior ninM.�, `�.� "a . , ., . il ,, r I NI .1 t * it-!' 01 ;11P-gi',Activat d- 111 Air FiItCrS I1 11 VoW401:1$11 1 VIP. °POLY --SO 7" IM POLY -90IB consists of various non -woven median which have been pxegnated with finely ground particles of activated carbon. This filter medium is ideal for removing odors and air -borne contaminants, particularly when used in recirculating appliances such as rangehoods, air cleaners, electrostatic precipitators, room air - conditioners and bath facts among other applications. By using finely `g ound activated carbon, POLY -5015 greatly increases the available surface area for adsorption over granular carbon. This therefore facilitates ,sorter dwell times and higher operative velocities, which in ;past applications, will eliminate the need to overdesign Miler: using granular carbon. Various substrates are available in the A)LY-SOBB media which can be provided in bulk rolls or fabricated into framed units. This flexibility allows for fabrication to meet a wide variety of nequizemants. Two of the standard POLY-90F8 medial are as follows: Media Ckrbon Add•0n Assistance to Air flow versus Velocity 100 FPM 200 PPM ' 300 FPM CIW0100 1001 0.020° WC 0.050° WC 0.095" WC CZW0200 200% 0.025 0.065 0.123 mum 1006 0.010" WC 0.030° WC 0.070" WC c B1200 2001 0.012 0.035 0.075 The above medics are a nominal 1/4° thickness. Other thicknesses as well as add-on are available upon request. ig x -90AA• is classified by Underwriters Laboratories a Class 2 media as to flacmoability. JUN 04 '96 09 :111 LPN ARCHITECTS (206)583 -0708 P. 3/5 POLYSORB'" activated carbon filters Naturally designed adsorptive efficiency POLYSCRB'S activated carbon incorporates its intricate surface maze, comprised of porous microscopic channels, to act as adsorptive receptacles and purifying agents. Odors and impurities dispersed cr the activated carbon filter's expansive surface are securely entrapped. Activated carbons naturally unique porous structure enables POLY- SORB tremendous adsorptive capacity. ONE CUBIC FOOT OF COLUMBUS INOUSTRiES' HIGH QUALITY ACTIVATED CARBON PROVIDES APPROXIMATELY 200 • MILLION SQUARE FEET OF ADSORPTIVE SURFACE AREA. Excellent airflow properties with all densities and thicknesses POLYSORB activated carbon filters employ a durable poly- ester base media which can be impregnated with standard activated carbon densities of 100 %, 150%, 200% and 300% of tht base media's weight, within UL regutaiions. impregnation densities can also be customized to meet your specific requirements. This combination of high quality activated carbon and polyester affords odor and particulate trapping efficiency, while maintaining excellent airflow prop- erties, at all Impregnation densities and filter thicknesses. POLYSORB fiitsrs provide additional unique and diverse air filtration properties when layered with Columbus industries' wide range of aluminum and fiber filter products. This versatility makes POLYSORB the perfect choice for air filtration systems used In range hoods, air conditioners, furnaces. room air purifiers and any ether air circulating or ventilating apparatus. POLYSORB activated carbon filters are available In a wide variety of sizes and styles in standard nominal thicknesses of'ib", Ye, and W. FOLYSORB aCtivatrd cordon milk rotas are r"ranIactured In IOC foot leneli. 6 irld are available in stands', widths or !mt., 24.4 ano 31' Length art width con bo c;rstomrreo POLYSORB pcllvtared carbon tillers can Ott Ineotporaled with Columbus Industrloa at.rmtnurn frames in standard and made. 10•ordel Sl:ioa. Frames Oro available In >✓„^ thickn0Ss and nominal thicknesass of W, !ri and 14. FOLYSORB activated carbon pads 8( arellable to 111 your apache need! A• Potrarmenc• Engine.: ed Arr filter Prot'ruotc v-o- 11 ui Columbus ,, Via•; • , �' II!# i� Industries, Inc. to.? P.O. sox 2S1 2934 Stole Pout. T62 Aaydtl4, Ohio 43103.026? 814/983.252 Telex: 104320 Cable: COL IND UO .,.F,,. r,.n .,.,..r.,. rn., rw.n..e,. «.,: ,....vaw.e..rr,•miar!,. :'fcK:,n r�Tf!'al��� «^:cTh7HL :PAR'lu "Y !!:it f a,gr•.'a?if,4','"M JUN 04 '96 09 :12 LPN ARCHITECTS (206)583 -0708 • • • • • • • P.4,5 POLYSORBTM activated carbon filters Columbus industries' comprehensive range of air filter products and accessories effectively trap unpleasant odors, pollutants ettd particulates. Columbus industries engineers, manufactures and distributes Its full line of filtration systems exerclsinG quality, performance and safety foremost. The PC ..`,'ORB activated carbon filler line is another Columbus i, °duslr' ;es innovation in efficiency and practicality. POLYSORB is positive air purification POLYSORB activated carbon fitters provide a'very effective means for positive sir purification. POLYSORB activated. carbon filters function as purifying adsorptive nets by spar• ing odors and impurities on the activated carbon's vast surface network where they remain embedded. POLYSORB activated carbon filters are ideal for residential. commerclat and light industrial air filtration applications. ' den I' Columbus �IIIIIy1 Industries, Inc. ioweisa • If • !rawar. c' Ce' :•7+oi4 : "•d.:vine. Inc, POLYSORCie We* fzrP44notebllrsy,, t1ngV*rPtt a '!.tr?c%alorru4S4 Close ss ^maivia! JUN 04 '96 09:13 LPN ARCHITECTS (206)583 -0708 P. 5/5 AIRFLOW RESISTANCE COMPARISON COLUMBUS INDUSTRIES DISPOSABLE • • • • ••• • • • • • 1-- .006 S.O. LATH 1 MICRO-MESH: INDICATOR 4 =- MINI•MESH 1 L0Q100 POLYSORB • �e O�D SR GRIDS) AINNER UMINUM AND ND GRANULAR CARBON • EUROPEAN: NON -WOVEN AND POLYSOR$ COMBO .30- •20_ RII;SISTANCE 15_ • (!HMS W.O.) • • • • ti• arrt. tS0 VET Y VELOCITY 100 FPM ,e 69.3 CFM 150 FPM = 104.0 CFM' 200 FPM = 138.6 CFM 200 250 300 PP'W/MMtCt inelito/NAa;Wel *MOWS 1 °: ODA 2i• Silt dp�•fc 76: • y�MLAt a1JU : :.02tT Pet o iii I , 1COlUmkUs Industries, Ines 1 inf111t i3• +> 'n3 Ko -0075. ITETRO Non - Residential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to Metro Council Resolution Nos. 5719 and 5968, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The Metro Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to Metro at 684 -1740. (Please print or type) Owner's Name .6xl-Gr://D D . ,/f/i elCi4/ /A/G Property Legal Address: (Last, First, Middle Initial) Subdivision Plat Property Street /SAS/ 9:3 ,co .Q✓sx/ue ;ovrr! Address City, City, State, Zip 7-vie-14//‘ / t'V4 Owner's Phone Number (.106 ) 4 53 - Owner's Mailing Address: (if different from above) ESA �fw 4�jC�leAtr, Ave. //6 ✓FwuE ,-1 /E .5e &EV1'6, I.A/d ?)6.6,04i-: 3 02 41 Party to be Billed (if different from owner)45. d /r'%.f/' F,4 VT/ /, / Party's Mailing Address: (if different from property address) /aVl - f/lv T/r .11/f f/F A/F Lf4A 9J40 -4- 3 0 21 City or Sewer District 7";./A-'1,1"./L.4 Date of Connection Side Sewer Permit 1 A. Fixture Units Number of Fixtures x Fixture Units = Total Fixture Units (Public or Private) Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 16 / 9z al units or lavatory 1 - L...,iwasher,commercial 4 - / ,¢ Drinking fountain (each head) 1 - Hose bibb or sill cock 5 3 60 / 8 Laundry tub or clotheswasher 4 2 & / 2 Sink, bar or lavatory 2 1 Sink, clinic, flushing 10 - Sink, kitchen 4 2 '77 /94 !'7O' Sink, other 4 2 g'LL Sink wash, circle spray 4 - Urinal, flush tank 3 - Urinal, pedestal 10 - Urinal, wall or stall 5 - Water closet tank 5 3 47 7 f y Water closet, flush valve 10 6 Total Fixture Units 807 Residential Customer Equivalents (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 40 RCE For Metro use: Account :4 Monthly Rate Month Due 1058 (Rev. 5/91) White - Metro B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: //A Estimated Wastewater Discharge: Gallons/day Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) 187 RCE C. Total Residential Customer Equivalents: (add A & B) A B HA RCE RECEIVED MAY 2 21996 TUKWILA PUBLIC WORKS I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner /� /� Representative �l � L/°// Print Name of Owner/ Representative CO .V.4141) eZ 4 c.aRA4..WA�ecCY/r8'Cr5 Date - Z /A"4Y /97ai Yellow - Local Sewer Agency Pink - Sewer Customer ..nt..:'.k'.r..r,^!'::.. aG..:.. -�X �.r.r .....R.... .•.. .r.lY +�.. .,a ^iYr :r ,G4. .,e "4 �..,. Business Declaration Un:Y +... ,.. ss..w�r`.MO. -e'. `:f,??f 1'•.t.:T'r.R'M.N4ii.J.y�.a a ;.f'ek2 r Dart I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: ElCr77/D,&-D STiOt' /4/G . Contact person at your company: ,0.a&' SP ,QA'S Title: CDice.1PROC P7 ' %/A'X/,a ,6" Telephone: Cz c G) X53 - 02 a S Mailing address: /6// -- / /6Tv.Dve. , Z ,RELL -v'4 , WA F8001- 3024 Type of business (What does your firm manufacture or produce ?): HoTE' rA/A) Number of business sites: / Address of each business site.. No. of employees at site: 1./S -1 /- Avg. 5, 72.,rw/ 4 k/A 4 2. 3. Use additional sheets if necessary. • Part 11 Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: /.vc Site address: /515/ - 5.3,eo Aw. t'e Sow r./ , Tu tw /c,u WA Contact person: (,' . /.0 /ZeilALE A m s 77,0E) Title: _-- - -____ _ __1.5./or2'z _... - - -- Telephone: 40077 1. Does your company use water for cooling, production, manufacturing, washing, rinsing or cleaning floors in production areas? lJYes INo 2. Does your building have floor drains, catch basins, sumps or sinks in production areas or any other outlets to the sanitary sewers? El Yes 121 No RECEIVED MAY 2 21996 TUKWILA PUBLIC WORKS i ARCHITECTURE & PLANNING, INC. n ROYCE A. BERG, A.I.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 , . wnw,gf ryw�ul c3a'*.+. x• w,' arw�: r; w.t. �+. n^ rrr; r-.. ,;•,.,,••.,.,,..,w«.,,.,...a -:, n,�,.a....�,..,.� .. RECEIVED MAY 2 21996 TUKWILA PHONPUSQIG`MS FAX: (206) 583 -0708 TRANSMITTAL To: Michael Villanueva Date: 5/21/96 • City of Tukwila Department of Public Works Project: Extended Stay America - Tukwila 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Project No: 95024 Re: METRO Sewer Use Form Description: Original completed forms 1 - METRO Non - Residential Sewer Use Form 1 - METRO Business Declaration Form Remarks: ❑ Sent per Your Request ❑ For Your Use /Reference ❑ For Review /Comment ❑ For Your Signature ❑ For Your Approval Q For Distribution ❑ For Your Records ❑ Other Via: © Mail ❑ Courier ❑ Hand Deliver ❑ Overnight UPS ❑ Hold for Pick Up By: Con Kucera, Project Manager CC: Dan Sterns, ESA 1 • > r- D > > ' r x x N 0 0 M r- r r C7 1 > m c)Ln-U* 4- iPD -IDX0 Z .PxD=mcZmOO --I zcOEcnMm°X C) MCA -<0m(J.) N�KCO CO PD O mmcnOxci tnZO c °rnDZmPO o = -I C) 4 coWmXc�xpoo•p� O NN =CICDUD D'U JO m c =��o0 Z�-I ^ mo :� mO�7)oc E X z ▪ 60,Z‹ Z000O- 70-<z <pp-C. v) to E nomPOCm 003ZV'cn 0- " p PD m-3 D 1 0 po _ m ��cDnO�n2UOm0PD Om omnz0 -tZ 1 gip-+ Z p"nN � * cO�m O'° C Ln N m�-0 ZNDO� = mm-Cf� Zomp >Oxcnmz Z c)OcmNOc/0 (0 Z c Du°�=5 -o DNPDE —c)coo wpm mo o_pm w°- °m m2)cortn n1v°p o X z m o z -m ZpPO �n- +Z� -z-I> O°m >23ar<mrm rrh1 ZoZ °�zomzo m°OMO,Z Zm 4 m0-1Qp. ° 070.7.1.X0= m ✓ mxoozoo_ Z m - �mxo- o Zzoc- -10_.o 0o 'l opom re -, 4 =-1 Do M cO v m - 0 73 0 Z -1 -rn CUIX ern t r n w o PO v ° -1i rADD -m -C mcm o on =1-4 RECEIVED MAY 2 21996 PUBLIC WORKS w,• ..... y... �.. �. �+_.... �.. r.... .........�,.•wwww.a +�LwfxT�w2�. Hwti�s. va: Y :t.IM:nMan�x�t+'�`..'!tYw..emmK n•+.e.+�+ Ewa»-.++. V. reJ. mur +n.r't.vw+nwM..!^.vN�.+!aM: May 14, 1996 City of Tukwila John W. Rants, Mayor Department of Public Works Mr. Royce A. Berg, A.I.A LPN Architects 1201 Fourth Ave. S. Suite 102 Seattle, WA 98134 Subject: METRO Sewer Use Form /Business Declaration Extended Stay America, 15451 53rd Ave. S. Project No.: P95 -0115 Plan Check No.: B96 -0075 Ross A. Earnst, P. E., Director Dear Mr. Berg: A METRO Non - Residential Sewer Use and Business Declaration form is enclosed. You will also find instructions on how to properly complete the form. Please complete the forms and return them to me for further processing. The completion of these forms are necessary due to the addition of new plumbing fixtures for your project. If you have any questions regarding these forms, please call me at (206)433 -0179. Sincerely, vOrkk Michael Villanueva Permit Technician II MEV /mev Enc. a/s cf: Permits Development File 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 1 May 20, 1996 Mr. Duane Griffin Building Official Building Department City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Cz W'' 1 1. 19('o 0t =''.1 � .Cat Planning Department - Review comments RE: Comments on permit submittal for Extended Stay America Inn Tukwila tracking No. B96 -0075 Item 1. parking stall figures on site plan Sheet A -1.2, or A -2 per revised submittal Parking to City, are correct: noted as 102 stalls with (not plus) 12 stalls easement. • Tabulation adds up to same number. • Number of stalls on site adds up to same number. • The same issue was clarified at the B.A.R. public hearing and is recorded in the hearing notes. • We can change the terminology on the plans if necessary. Per tabulation, one stall is provided per unit, 9� units, plus 1,980 sf of office, storage, laundry, electrical, and mechanical which was allocated @ 2.5 stalls per 1000 sf or 4.95 stalls (less if using a storage ratio versus office) plus 1 service stall, total 102 stalls. Item 2. Function of overhangs at stairs is an overhang for the roof. The width of Design the pediment or lintel at overhangs is same proportion as presented to B.A.R. - reviewed by staff and approved by B.A.R. Overhang assists in keeping rain out of stairways and matches proportions of main entry columns. Base block (Plinth for columns under pediments) were not in drawings presented and approved at B.A.R. and are architectural details subject to owner approval for additional costs and will be presented to owner, with a recommendation to add at main entry way. This is not a structural or permit issue. Item 3. Private road has recorded easements for all properties for access, Sidewalk circulation, and utilities. Owner was working with owner of property to south to add a sidewalk outside the easement but adjacent to the access page 1 of 2 Yo. May 20, 1996 Building Dept., City of Tukwila Review comments Item 3. Lot line ustment road. This additional property will not be acquired by the owner and the sidewalk will be placed within easement area for access to this site and the adjacent properties. B.A.R. requires sidewalk access at private road. Change in location should be provided administratively without return to B.A.R. The City should complete Boundary line adjustment as originally submitted to combine Tots - no additional property will be added. Royce" : erg RAB:scs Enclosure cc: Dan Sterns, ESA Alexa Berlow, Associate Planner, City of Tukwila Bob Benedicto, Sr. Plans Examiner, City of Tukwila Page 2 of 2 LPN Architecture & Planning Inc., Royce A. Berg, Y. Ken K. Chin, 1201 4th Ave. S., Suite 102, Seattle, WA 98134 (206) 583 -8030 '11:11111 .1 City of Tukwila Department of Community Development MEMORANDUM May9, 1996 TO: Duane Griffin Building Official FR: Alexa Berlow Associate Planner RE: Extended Stay America - 15451 53rd Avenue South B96 -0075 John W. Rants, Mayor Steve Lancaster, Director The attached set of building plaits have been reviewed by the Department of Coinmunity Development. The following items should be checked or addressed prior to approval: 1. Check parking stall figures. Plans demarcate 89 stalls on site plus 12 stall in an adjacent easement while the plans list the project as having 102 stalls on site plus the 12 in the easement (see plan A1.2). The project proposes 96 guest units plus additional units for office and support. The number of these additional units must be confirmed and then the total parking stall number calculated on a 1 /unit ratio. 2. Although not regulated under municipal code, DCD has two questions regarding overall building design, as per multi- family guidelines intended to reduce bulk and scale through modulation. First, what is the function of overhangs over stairwells shown in east and west elevations? And, second, base blocks on all pediments are recommended to reinforce the overall design rhythm of the building and further enhance efforts made to increase modulation recommendations (See notes on plan A6.1). 3. Extended Stay America will be purchasing additional property along private access road where the construction of a sidewalk is proposed, This transaction, and any permits associated with it (where applicable) must be completed prior to approval. 6300 Southcenter,Boulevard, Suite #100 •. Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 L CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 lg& CITY OFT TUKWILA MAY 1 7 1996 PERMIT CENTER REVISION SUBMITTAL DATE: 16 May 1996 • PLAN CHECK/PERMIT NUMBER: B96 -0075 PROJECT NAME: Extended Stay America Inn PROJECT ADDRESS: 15451 53rd Avenue South CONTACT PERSON: Con Kucera / LPN PHONE: 583 -8030 REVISION SUMMARY: As requested additional information: Sound transmission ratings f. •ical 1 ho r fire —r .. wall an 2nd and r. floor 1 hour fire —rated ceiling /floor assembly. Plan of 1 hour bath exhaus vent shaft. Co. of letter to Bob Benedicto from 1. 11.. IS ran com•liance with Washin•ton Ventilation Code Above information faxed to Bob Benedicto May 15. 1996. SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Robert Benedicto CITY USE ONLY 3/1 9/96 ARCHITECTURE & PLANNIINti, INC. ROYCE A BERG, AI.A., PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030 FAX: (206) 583 -0708 FAX COVER SHEET TO: ,&og ,3ENE•/GTD COMPANY: G/rr OFe,;'4)/,4 A3yee D /-t/!1 ,DEPT DATE: /5 -,44.AY /9'0 PROJECT: EA-r€ /0E8 5v0d 5v0- A44 !R'U /5401. P6eM /r APPL. 0`,896 - oo75' TIME: 3.'OSPM PROJECT NO: 50s0A.e/ FAX NUMBER: 43/-366-' NO. OF PAGES: Co ORIGINAL DOCUMENT $'WILL /WILL NOT BE SENT BY MAIL ,4 s cp ce5TED . /02 Y'oehe APP,eot/44. /f/ocR EX /FAUST VEX/7- 5 1-14 7 - Z)67.4 /G (.4‘7,06<la#11 f.3otG6r,', / 8 /Noce P•42Tr GclICG s7--c. 70s7 ,eOT/.v4 = SO /6''0# Ct /4 /rf/f freoo,e iOSJE€IBGY 5o _'/' 7X4✓ .15/4/ /SS //X/ ,e_4 7 /4) . / copy OF li,cerc/tGQE/2 SAi /A/EE•2/,/J1f 47-rk2 ry riot/ 7-eve' iP.4.446 /f/DDo .O /O 7-ii'E (V6M' %G4 7-ron/ c0.6 1�i4 reD %1.0 0 // /99Z /'o,&, Yav ?our 1-40a ,v,,�P .car N6.02D �-2aA-7 r.' /f AfSOe s d /AAI E.cicz, evy,Vf ac- 'WS 467 -Ta/Z ro • r-OCi. /F' r'e /LEc /EVE A/ /f ,'ti/z6-8 GE77-4`,e .t/E.6",o .44v OR/4 /././.i Z- . c eCL Aid 1 /66 /0,4 RECEIVED CITY OF TUKWILA FROM: Go. / licelcaR4 MAY 1 7 1996 SENT BY: PERMIT CENTER If you do not receive the indicated pages, please call (206) 583 -8030. !AMINES sllulls�aao May 9. 1996 Department of Community Development Bob Benedicto 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Tukwila, ESQ► Hood Ventilators Dear Bob: .1 appreciate the time you spent to talk with me the other day and provide copies of the Washington State Indoor Air Ventilation Code. It is our opinion that the referenced project is in compliance with the code in providing a source specific ventilation system for the range hood as the hood is equipped with a replaceable charcoal providing, in erect after passage through the hood, uncontaminated air as required by the code. The 100 cfin ventilation rate required by the code is met with "The Chef" Model 1- 1520 -300 hoods providing 200 cftn ventilation. if you have any questions or would like to see catalog cuts on this product, prase feel free to give me a call. Sine ely, Richard T. Kartchner, Y.E. Kartchner Engineering RTK/ceh file: 'Tukwila/hood ventilation copy: Con (; LPN RECEIVED MAY 1 5 1995 COMMUNITY Mechanical Engineers DEVELOPMENT 1546 E. Fairview Avenue • Meridian, Idaho 83642 • (208) 888 -7145 • FAX (208) 888 -7165 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director MEMORANDUM May 9, 1996 TO: Duane Griffin Building Official FR: Alexa Berlow Associate Planner RE: Extended Stay America - 15451 53rd Avenue South B96 -0075 The attached set of building plans have been reviewed by the Department of Community Development. The following items should be checked or addressed prior to approval: 1. Check parking stall figures. Plans demarcate 89 stalls on site plus 12 stall in an adjacent easement while the plans list the project as having 102 stalls on site plus the 12 in the easement (see plan A1.2). The project proposes 96 guest units plus additional units for office and support. The number of these additional units must be confirmed and then the total parking stall number calculated on a 1 /unit ratio. 2. Although not regulated under municipal code, DCD has two questions regarding overall building design, as per multi - family guidelines intended to reduce bulk and scale through modulation. First, what is the function of overhangs over stairwells shown in east and west elevations? And, second, base blocks on all pediments are recommended to reinforce the overall design rhythm of the building and further enhance efforts made to increase modulation recommendations (See notes on plan A6.1). 3. Extended Stay America will be purchasing additional property along private access road where the construction of a sidewalk is proposed. This transaction, and any permits associated with it (where applicable) must be completed prior to approval. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 M(Y 15 '96 15:09 LPN ARCHITECTS (206)583 -0708 P.1/6 ARCHITECTURE 8 PLANNING, INC. ROYCE A. BERG, A.I.A, PRINCIPAL Y. KEN K CHIN, PRINCIPAL • . 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 PHONE: (206) 583 -8030 FAX (206) 583-0708 FAX COVER SHEET TO: 8o& ,83 EwC,O/cre DATE: /5"-k.0' /9f6 TIME: 3 •'O c rkl FAX NUMBER: 43 /- 366o' COMPANY: C'ry ofiTA'w/A .80/4iO /4d4 aEPr. PROJECT: EYr(QDEd $. 4' /Q.WUe/cA 840f • Pesew'r.rPX• sifiere -0070 PROJECT NO: 75 -044 NO. OF PAGES: G ORIGINAL DOCUMENTS WILL/WILL NOT BE SENT BY MAIL A s 454 QE5TeD . /Go.¢ Bache APReoVAZ. //10vdt Ex41#(1/5 14ff4 T 5 RAFT PL Apt( 2,67'(/L (DA64lOoftt Zvc4Er m/8) //max P4.err u/AGG rasr zdri.‘iy = so /16e0e chEY6 /•4/f,%2aoe As 1 y 50/,44, ? 4,1)Sw/SS /&X/ ,e477A/4. / cop,/ OF Ati e7"r,N.v6#e 6-4/4/41s4e /.vlj S 467,-.61e Pdve. I .06100.44/x7 rive' V5A1711.A>•/o„/ cow rE:0 �lor q /f96. 'e0,e, J c/ sAi /A 720/47" Poa icG4D 4ir .O .4.0 .oiPoM 4- ,194r0AW6. , rrls /rsati, 5a /4/41 E#(# J t GO"' of /VI$ LETS' rt; roc/, /d' you Post/ j" /eeG /67/6 A/ 4r /44/4 OD 4 ,v w.4/ Ge/G /.4/.r 1- . ucL A41 / /at Otee ,via ,GI.I /G A4dariti a Gdpr, FROM: coN J .k #EA SENT BY: 1! you do not receive the indicated pages, please call (206) 583 -8030. , % MAY 15 '9615 10 LPN ARCHITECTS (206)583 -0708 F`r P. 2/6 26" MIN. APPLY GENEROUS BEAD OF FIRESAFE SEALANT TO ENDS. OF 5/8" TYPE "X" GYP. BD. & 2X4 BEFORE INSTALLING FINAL SHEET OF 5 /g' TYPE "X" GYP. BD., ENCLOSING SHAFT. !M. WERRA BATHROOM EXHAUST 1Pr VENTS SEE MECH. DWGS. DUAL 5 / M -4 1 LAYER 5/8" TYPE. "X' GYP. BD. FULL HGT. T:HkU FLOOR DECK ABOVE. FIRE TAPE ALL JOINTS 2X4 FULL HEIGHT TO FLOOR. DECK ABOVE 1HR.. EXH. SHAFT Scale: 1 " =1' —O" 5 -08 -96 FILE: DETAIL \ESAVENT (E.S.A.- 95024) ADDENDUM BULLETIN 8 ESA TUKWILLA WASHINGTON "kiY 15 '96 15 10 LPN ARCHITECTS (206)583 -0708 P.3 /6 Single Wood Stud with Resilient Channel Well system STC Test No. Construction Description ii W9569 Single wood studs, resilient channel; double layer %' type x' Ow T -0127 gypsum drywall each side; one thickness, 31/2' thick Wood Framing Batt Insulation Fire Test 62 WO609 Single wood studs, resilient channel; single layer '4 type 'x' gypsum drywall one side, double layer other side; one thick- �aa 4!` igFk Weser yninn tiaj1 y,sulatioz, _ 5 WP2230 T Single wood studs, resilient channel; single layer' /, type •x' gypsum drywall each side; one thickness, 31/2' thick Wood Framing Batt Insulation W075* Single wood studs. resilient channel; single layer'/,' type 'x gypsum drywall each side; one thickness, 37= thick Wood Framing Batt Insulation Single Weed stud Well System STC Test No. Construction Description 45 W3569 Single wood studs 18' o.c.; double layer y,' type 'x' gypsum Batt insulation side; one thickness, 3'/. thick Wood Framing 40 W2469 Single wood studs 16' o.c.: double layer' /; type 'x gypsum drywall one side; single layer other side: one thickness. 31/2' thick Wood Framing Batt Insulation 39 W2069 Single wood studs 16' o.c.: single layer 1' type 'X' gypsum drywall each side; one thickness, 31/2 thick Wood Framing • • Batt insulation 36 OC423 Single wood studs 16' o.c.; single layer s/a' type 'x' gypsum drywall each side; one thickness, 3' /i thick Wood Framing Batt Insulation UL 0305 ?i1,tt!'',1, 9∎1∎94,1,9n', U9,1111'Msli td,tif,!69L1d;1i M.141!i:l',LI,9,!.1,9.11!�. /∎ +,1, +:11 • fisting is estimated Iron tests using thinner essomolies or lower 4yeta of gypsum drywen. Specific test references ire svailibis end will be provided upon request. r oohed in the Gypsum Asaoeutien TLe Aesiatence Design Manual' 10 UL 0305 •rte • MAY 15 '96 15:11 LPN ARCHITECTS (206)583 -0708 Chgr/LN6 liDORAfie, P.4 /6 0 For spaitic dculiK refer to refits 1n Unerwritees Llbornuxies Fire Rc Lsaulce Direcury. • tFu� iIs 2 Neu —PF$ ONO No. FGi¢ (NSiJ42) a FIRE TESTS 1 Moir-4.L Orton Me. LS2O, ill” Pim* use -us News 1 Mar-41.L Culp No. L531. 1111" TRUSW EJOIST" ia' t�emrN l o Zo %•,- ioyr coo .w►up tapirsc�o�or E. TEs 0 211, L .L Oal/! Moil ttot TES TE.SZS Lsn, Li31 FIRE fir fl4nmllypie , 1P421 *sin Vslexotl 1 }lout —No. fC97e a F I R E Q 1 Naar -13.L Os* lb. WI, T.lr £L1 1. Ulm* 8. Aid- So Level -Right Selz Leveling Underlayment _......1-2_'-7214[`-- ._L:. 1 - r- S.:7a:1L�,L'Yl'll = - -- - .. . _ 1; ----� :r ^- tit,, - -= - Product Thickness Over Wood Subfloors r �..�� ,•:•;(! „•� , P:'- ii(-liji'. !L L, '' 7 MAY 15 '96 15:12 LPN ARCHITECTS (206)583 -0708 Drying Conditions Continuous ventilation and adequate heat must be provided to rapidly remove moisture from the area until the underlayment is dry. The general contactor must supply mechanical ventilation and heat if necessary. Under the above oonditioris, a 3/4" (19 mm) thick Maxxon underlay - meuis usually dry in5to7days. Low temperatures and high humidity will lengthen the drying time. Testing For gypsum underlayments, com- pressive strength testing must be per- framed in accordance with modified ASTM C472-79. For Level - Right*, field testing must be performed in accordance with modified ASTM C109. Before independent sampling, contact the Maxxon quality coati of department to ensure that proper procedures are followed. Acoustical Performance Maxxon Corporation has performed 34 different sound tests on Gyp - Crete• Floor Undedayment. Each was performed by recognized testing agencies over a wide: variety of floor/ceiling assemblies. All 34 tests hacl sound ratings above the minimwn values accepted by major housing codes. The acoustical performance of Gyp-Crete 200o', Ther a- Floor' and Dura -Cap• are similar to Gyp - Crete. See the sound ratings chart at right. Limitations Dining construction, general contrac- tor must place temporary wood planking over unclerlayment whetev er it will be subjected to heavy wheeled or concentrated loadings. Maxxon underlayrnents arcs not to be used on or below grade, except over well - drained structural substrates. They should also riot be used in areas that have prolonged contact with water. The typical maximum depth for gypsum underlaymeents is 3" (76 mm). For depths greater than 3" (76 mm), contact your nearest authorized dealer. P.5 /6 3 ,(19Fink4..,,3'k'(1gRIm) .' :'.Y...: °;.; 3*(1801)' pet.: A;1Q(13rnin)';' :.� • ' 1'(75 Rvr); :.' :: } Mo ". ;.' '.No , ?.1?(19mm) . ' None . 50biCr 4119.nirmm), 'vas 'C t^&Pai A(ICN �i WodJef,l 3W(lanvnj•, Nei Yom' •5tE'(16prtS' ,Crpei&Pad •'751C" tt �• i vi (18mm) 1•a61!!n)...;;.:.:• No .: No .12'(1310) :,.• C.1**Pad ' .. :56ad c;(` !'? r�1 /wood • rirmi.h0 Partv■Ii „ = Stloor,', tip F�6n!!1) ;g;iyepirenj;; :: Yai ;:t/l((3Rifi►) ?; �, • 2'x10'' • 34'(19(1), := 7474nvn) : Yee: .12(1501); .= 4l44 . :.6 1C 1 •.1 (SYmm• 94'(11Prtm) y ,, Nb . 'Yes Qnfi9!0 ,14"14 4 5011G'« 25 mM)Jokts' :1'b'(a .1 rn) �b'(19iin+); 'NB 12'(lSnvn)'; :W 4 411Pralr r!"r# 514C !p?!! ;, 3i) iiein).` ' 6s s.' .12,038; ,', �' :Viii `Si41C, x4'(190 ,'3'i '211,1'‘.1.07 « 1 Jv ip�•1t) • Yte� .;r: _ , 5t4V 4WIi; No '"1R(19�n1I)^. "�pY GlunyCatW :7 .. l 18 ruin Diedi siier4i • 464C •WoodJdet •• 1,12131 !Tit :' 3'k ram) WV (19nm) 06e$46:o4.. 113138 n n) ; 3'b'(8Q em) : 7x10*(51 men - 254mm)Joie 'le (8 mm) +'4' 55FMC =•Y. • WeodJdet • rb vrm Wit (16 mm) PtywaxlSaber, •:, rx10'(51mm • 254rnNJoi eEt,V (13 no) Erlkaealda . Woad Jobs 34119 inn) wf'h'(19 mm) 058 Stbloor, 2'x17(51 mm- 254 mm) Joists WOMAN 34119 mm) wPh119mm) 541119 run) Plywood 1125 mm) Stf)eoor 1125 mm) T,MJaist 34119 mm) vw'/.' (19 mm) 3f4'(19 mm) T B G Plywood 3(4 (19 mm) S16Aoor 34119 rrrn) True PMe kiehub 1 V(38 ran) v✓'/+• (19 mm) 1'/2138 mm) T8 G Oriented 3aerldooard ' / :' (13 mm) r perms 3'h'(E5 rrm) Yes No Yes No Yes No iJo No No 1•(�S mm) Yes No Yes 1125 mm) Yee No Yes 58116 mm) Wood Rx Q 53411C • s/t 53118 mm) • Nord 62 -FSTC $41:6 58-(161m) Claimed Wral 614IC 541f tt; 58'(16 mm) Nord 51÷-STC 69�f 58118 mm) Qstiored Vivi 524C ..' 6 rti- 12113mm) • Norm 93STC••71i0 1R' (13 mm), 2 Iayeerl Norse 68 STC 1/2" (1310) • Carpet d Pad 544C IN910' tI1 (13mm).2brae Comet tiPad 544C '118143 Yes Yee Yes Yes CC /z/. 54•(16 mm) sieve rnm) Nona Carpet & Pad ssFSTC 877 e1FaC er772ikt True Plate (t fie." ) keetl4r, r 314119 mm) w/'b' (19 mm) L 314•(19 nrn) T &G Rome 34119mm), &door Yes Yee Yes Cowes 1x1'(1300). *01 feb0: (vlNfi. 'aa 54118 mm) Noce it 58f5T'C 14426: $ (1snrn) . Cerpe &Pad * 7411C • .6 40::j 519116 mm) Cujtiorted riyl 5341C 61.1 014714dvrryl e611C DhdGiuedComet 758C 5 • 'NOTE: PVC — Ftekl Smaxl'I'nu tnie'on Oast in aticenLncc wide ANSU AVM 036 and E113. STC — Sound Tr n.unbrion Chun In =ode= with ASTM F'a) and 1'.117. IUC — bout LouLnien [Iasi in a>.rada ee with ASTb1 FI IC — F Id Intp.ut Irunhden Claud in accarctmce with ASTM E 11107 and E' $'), All ocot►vi..l WA/tg we: cone by Rivctbunk roving Liborucxiai: luau u►;.: et Wm City 'resting Corporuitn. Fur type of Moor awering uxal channeinxi.ing and caw udumctlitn. contact Maxon for Uat typonn by =Ow. Foe goal taurtiu1 purturma ne• the rekxtitn of a UM:oiling w a n t attaining a minimum 6 0 STC and IIC is rcconntindud. Spit:1 m ;uuininy ruing; tart dun 55 SIC tartI1C'pow only mrbtirulacoultiulpolonium= Th M;cum (kw untkdaymenuc;ro but one component of anetifutiveiawdeueuruiiynwn. Nomount tnmd:yst;m txucten it: weukiNcornrows. Cots molt be taken in the Mita:Llieu oral' etioiraw a ofcmuuaion In toiure the ultinWetkidg d tatabLicul .ntcoaL. • • • MAY 15 '96 15:13 LPN ARCHITECTS (206)583 -0708 • •May•9:•1996 , Department of Community Development Bob Bej edicto . . 6300 S,outhcenter Boulevard Tukwila; WA .9088 • 'Tukwila, ESA Hood Ventilators .E.0 04k: . . • ' •. `I appreciate the.tune you spent 'to talk with me the other day and provide copies of •the Waihington•State Indoor Air Ventilation Code. • . . • P.6/6 cet@SEVO MAY 151996 LPN Architects :i`Planners • ' • • • • 't •is: our opinion that the referenced project is in compliance with .the code in • • providing a source specific ventilation system for the range hood as the hood is equipped with a replaceablecharcoal providing, in effect after passage through the ho;'d, uncontaminated air as required by the code. The 100 cfin ventilation rate required by the code is.met • with '`'the Chef' Model H520 -300 hoods providing 200 cfm ventilation. . I"fy ou'have any . • Y y questions.or would like to see catalog cue: on this product, please feel five to give me a call, Sincerely, • • • • 'Richard t.A Kartchner, P.E. Kartchner Engineering • •.RTK/ceh•. • • file: Tukwila/huod ventilation • copy: Cool LPN MMei�ank& .ln011neers Re: • 1546 E. Fairview Avenue • Meridian. Idaho 83642 • (208) 888 -7145 • FAX (208) 888 -7165 fir. ''� 'i, .7: Ars' rx Psi Mr +n At, hits. ti1ro ctnrl t'I( rin,r)( . Royce A lierct ' Kr?r‘ K r hir) Orin( IGxtlti IA11 Av-■ Apt( !(J_ ;eOttlr WA ')R13/1 (7tlh) `)R.4 8030 1 ( ix ;?06) `‘83 U108 April 25, 1996 Mr. Dwayne Griffin Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila WA 98188 RE: Size of Areas of Evacuation Assistance Extended Stay America Efficiency Hotel Building Permit Application #B96 -0075 Dear Mr. Griffin: RECEIVED CITY OF TUKWILA APR 2 4 1996 PERMIT CENTER We are submitting for your approval to reduce the number of wheelchair spaces from two to one at each Area of Evacuation Assistance on the Second and Third Floors. We feel that this is justified because our occupant load per floor is 69. The following is our analysis. The occupant load per floor (34 guest rooms, + service rooms, + exit balconies and exterior stairs) equals 13,873 square feet (SF). Per UBC Table 10 -A, #15; Hotels: 13,736 SF _ 200 SF /occupant = 69 occupants. The number of exits required per UBC section 1003.1 for 69 occupants > 10, < 501 occupants per floor requires a minimum of two exits. The number of Areas of Evacuation Assistance required is the same as the number of required exits per WA Amend. UBC Section 1104.1. We are providing Areas of Evacuation Assistance adjacent to the down flight of steps at the Southeast and Northwest Stair Towers. WAC 15 -30 amendments to the 1994 UBC Section 1104.2.2 requires space for two wheelchairs not less than 30" x 48" for each space with the exeption that the building official may reduce the minimum number of 30" x 48" areas to one for each area of evacuation assistace on floors with the occupant load less than 200. We feel that we are justified in asking for this reduction to one wheelchair space for each Area of Evacuation Assistance because of our occupant load of 69 on the Second and Third Floors. By providing one wheelchair space we still comply with the 1994 UBC Section 1104.2.3 which requires one wheelchair space for each 200 occupants. We are increasing the size of the wheelchair space to 30" x 60" for easier accessibility. All other code requirements for Areas of Evacuation Assistance are being provided for. D APR `> 5 1996 COMMUNITY 0 Your earliest decision on this matter is appreciated so that the project may continue its review for a building permit. Please let me and Bob Benedicto know of your decision. If you have any questions please call me at (206) 583 -8030. Respectfully, .12410‘4" Conald J. Kucera Project Manager CJK:scs Attachments: Floor Plans, Shts.: A -3, A-4, A -5 cc: Bob Benedicto, Tukwila Sr. Plans Examiner Dan Sterns, ESA RECEIVED APR 2 5 1996 COMMUNITY DEVELOPMENT LPN Architecture 8 Planning Inc., Royce A. Berg, Y. Ken K. Chin, 1201 4th Ave. S., Suite 102, Seattle, WA 98134 (206) 583 -8030 CITY OF CIKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 25--- f5� PLAN CHECK/PERMIT NUMBER: PROJECT NAME: C xr <' e' 2 S7-4Y 4f,L1C2/ d PROJECT ADDRESS: CONTACT PERSON: ( j,(" /'l l/G�24 G /z3t/ PHONE: 5-,e 3 - 8 0 3 0 REVISION SUMMARY: GD.-f-z/17Oz/TS Aar e'"JE GT. C T �.02/l. l% /yir DES /71.1q, .F /L. 4 44/l>5C .P /-1J Sr v& Aro .41 U�2iP ./ • / /26- /5e: ./ 4 SHEET NUMBER(S) C-4 O� A 1..7 -�� r /.4 - S", A 7, ,19 >N2 .4 - /2- "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA APR 2 5 1996 SUBMITTED TO: 3/19/96 ARCHITECTURE 8 PLANK....., INC. 1 ROYCE A BERG, AI.A, PRINCIPAL Y. KEN K. CHIN, PRINCIPAL 1201 FOURTH AVENUE SOUTH, SUITE 102 SEATTLE, WA 98134 RECEIVED CITY OF TUKWILA APR 2 5 1996 PERMIT CENTER PHONE: (206) 583 -8030 FAX: (206) 583.0708 TRANSMITTAL To: C /rr o, rtl it'!4/ /LA Date: /1 7 4' pe /G 9 /3"(.44D/ 414 AO/ WS/ pit,/ Project: es( rr,44 d Sp-iy itlex/CA G.300 SounficerAi eotrZVD. 7 4A1 WA Project No: 93"o z Re: 4'4,9 . I, #P7 /ft: a ri/rrAL. Description: 5ts`T,S DA- .844ce1/,vf .0.12/4/73 AeceV /r4rcriillevOG Gov /Li L..4.4/1) sG4P //v', srZvctt�.I.4G "40c v-o. / /C.d , EcEcre /G4t A"? :cc cr/ati�.e4w4.✓ S. See 5,vr. 7-5 -/ Page sweet /4I4 ). / Aerme rb .8o,a .etsvero /c %, .ec.• ge -Jfo t)SE 7a Pl44/ Y /04/ z &-rr'Esz 2)4 7•D 2 S"4# 96. / f 772gPe pv DGc%dy'E /fF7A A .• ietVair:.SS' f EXE..41°770 / Pe s /2e G - 4.e4 4 "cfs s /.STi1.t/cE e',v et[. c.V•cvir 4 eW.0 /..e/cc vas 4 ryveNN44d t f .ee.ec,e# /.e.4 - r•.✓r' o.r- S F" Z .5eS r oP' ,4v caP /cis o 4.44 LC. e€r,• ,€'4,4l.e� ,eoo,r - 5 g,rr 4,4 4 4s ei41.3L/bX Remarks: LB' Sent per Your Request • or Your Use /Reference For Review /Comment ❑ F r Your Signature For Your Approval ❑ For Distribution ❑ For Your Records ❑ Other Via: ❑ Mail ourier Mr Hand Deliver ❑ Ovemight UPS ❑ Hold for Pick Up By: Mt- do-to% CC: Ar( hltr, terra'rinrl l'Impr Inq Inc 110 12roy(;e A Berg ' Knn K ( hrn hrir qxik IA )1 f (ntrth `;ifnt0 1(1) ;F'(tttle WA 98134 (206) 583 8030 f ()X (206) 583 0 /08 April 25, 1996 Mr. Robert Benedicto Sr. Plans Examiner City of Tukwila, Building Division 6300 Southcenter Blvd., Suite 100 Tukwila WA 98188 Re: Extended Stay America Building Permit Appl. #B96 -0075 Dear Mr. Benedicto: RECEIVED CITY OF TUKWILA APR 2 5 1996 PERMIT CENTER Enclosed are revised and additional drawings for the Extended Stay America Efficiency Hotel. The following are in response to your initial plan review comments letter, dated April 10, 1996. Please note that the Architectural Drawings have been reformatted and the Sheets renumbered. The following corrections are numbered to correspond directly with your plan review comments. Please refer to the enclosed resubmitted Drawings dated April 19, 1996, for supporting documentation of our responses: /1) The 96" wide van accessible parking stall with an adjacent 96" wide access aisle is shown on Plan Detail 2/A -1. Access aisle painted stripes mark the boundary of aisle area so that the aisle will not be used as a parking space. A) The dimensioned and noted handicap accessible ramp is shown on the First Floor Plan, 1/A -3 and the East Building Elevation, 2 /A -9. The ramp slope is less than 1:12, grade elevations are also shown on Sheet C -4.0. A) The hotel is required by the UBC to have two areas of evacuation assistance per floor from the Second and Third Floors, the same number as required exits. Areas of evacuation assistance are shown adjacent to the Southeast and Northwest Stair Towers. This is achieved by cantilevering the floor joists to provide a 30" x 60" space for 1 wheelchair. (Under a separate letter we are asking the Tukwila Building Official for the exemption to UBC Section 1104.2.2 and its requirement for two wheelchair spaces for 200 occupants. We base our exemption on our occupant load per floor of 69 per the UBC and a 34 queen -size bed count per floor equaling 68 occupants.) Two -way communication, identification and illumination shall comply with UBC section 1104.2.4 and 1104.2.5. All openings (doors and windows) within a 20 foot radius from each end of areas of evacuation will be protected with a 3/4 hour fire - protection rated assembly. The stairway adjacent to each area of evacuation shall have a minimum of 48" clear width between handrails. For area of evacuation assistance compliance information see Sheets A-4 and A -5. '' 4) Rooms 125, 127, 225, and 227 shall be provided and equipped for the hearing impaired per UBC Table 11 -D, Sections 1103.1.8.3, 1106.14.3 thru 1106.15.2. /These rooms are separate from the handicap accessible rooms. 0 16 In this resubmittal we are including the first submittal of the Mechanical Drawings: P -1 thru P -10, M -1 thru M -4, and MP -1; also the Electrical Drawings: E -1 thru E -8; and the Fire Protection Drawings: FP -1 thru FP -5, FA -1 and FA -2 . 06'c Attached to this submittal is a copy of each listed wall, shaftwall, floor /ceiling and roof /ceiling rated assembly cross - reference to Cross - Sections 1/A -10, 4/A -10. V'' The ceiling material of the exterior exit balconies has changed to 5/8" type "X" Densglass exterior gypsum sheathing, see Wall Section 1/A-10. The ceiling material of the stair towers has changed to 5/8" type "X" Densglass exterior gypsum sheathing with continuous 3" wide metal eave vents beyond the exterior side walls of the stair towers, see Section 1/A -12. 9) See typical Exterior Wall Section 1/A -10 for insulation R- values in the exterior walls, attic, and slab -on- grade. 10) Each guest room is draftstopped between the ceiling and the floor above on all four walls, per UBC. 708.3.1.1.2. In the soffited areas of the exterior exit balconies /12" plywood draftstops are placed less than 100 feet apart per UBC 708.3.1.1.3 using the exemption for automatic sprinklers, see the 2nd and 3rd Floor Plans 1/A -4 and 1/A-5. The attic is draftstopped into areas less than 9000 S.F. and less than 100 feet apart per UBC 708.3.1.2.2, see the Roof Plan 8/A -14, which has been updated to show locations. The above corrections are made to facilitate a proper review of the project. The City's earliest completion of the review process is appreciated. Please call me at (206) 583- 8030 if there are any questions. Respectfully, • Conald J. Kucera Project Manager CJK:scs enclosure LPN Architecture & Planning Inc., Royce A. Berg, Y. Ken K. Chin, 1201 4th Ave. S., Suite 102, Seattle, WA 98134 (206) 583 -8030 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief April 15, 1996 Fire Department Review Control #896 -0075 (512) Re: Extended Stay America - 15451 53rd Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 115.. .4.4 a, i" .:.ma,, C� City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 2 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) The inspection tag on the fire extinguisher is required to have the date the inspection or maintenance was performed and the initials of the person performing the inspection or maintenance. (NFPA 10, 4- 3.4.2) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel (UBC 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 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. Storage under exterior or interior stairways shall not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 1210.3) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575 -4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 3 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) Manually operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1742) Local U.L. central station supervision is required. (City Ordinance #1742) All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 4 Ordinance #1742) All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. (City Ordinance #1742) All exterior components of sprinkler systems should be painted RED. This includes: Post indicator valves (PIV), outside stem and yoke (OSY), wall indicator vales (WIV) and Fire Department connection (FDC). (City Ordinance #1742) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) Maintain minimum 40 degrees F. temperature in all areas to prevent sprinkler pipe from breaking and causing unnecessary damage. (NFPA 13 -4- 6.4.1.2) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) All control, drain, and test connection valves shall be provided with permanently marked weather -proof metal or rigid plastic identification signs. The signs shall be secured with corrosion- resistant wire, chain or other approved means. (NFPA 13- 2 -7.3) Calculated sprinkler systems shall be designed with a 10 PSI cushion for low reservoir conditions. (City Ordinance #1742) Multi- family dwelling sprinkler systems shall be a minimum light hazard, no omissions allowed. (City Ordinance #1742) All new underground piping shall be hydrostatically tested. Test pressure shall be not less than 200 psi Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 575.4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 5 for 2 hours. The amount of leakage at the joints shall not exceed 2 quarts per hour per 100 gaskets or joints. Contact Greg Villanueva, Utilities Inspector, Public Works Department, at (206) 433 -0179 to make an appointment. (NFPA 24- 8- 9.3.1, 24 -8- 9.3.2) All sprinkler systems, fire hydrant systems, standpipe systems, fire alarm systems, portable fire extinguishers, and other fire- protective or extinguishing systems or appliances shall be maintained in an operative condition at all times and shall be replaced or repaired when defective. All repairs and servicing shall be made in accordance with recognized standards. (UFC 1001.7.1) A supply of spare sprinklers (never fewer than 6) shall be maintained on the premises so that any sprinklers that have operated or been damaged in any way can be promptly replaced. These sprinklers shall correspond to the types and temperature ratings of the sprinklers in the property. The sprinklers shall be kept in a cabinet located where the temperature to which they are subjected will at no time exceed 100 degrees F. A special sprinkler wrench shall also be provided and kept in the cabinet to be used in the removal and installation of sprinklers. (NFPA 13 -2- 2.7.1, 2- 2.7.2) The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1003.1.1) Sprinkler systems shall be maintained in an operative condition at all times. Sprinkler systems and their component parts (including hose stations) shall be inspected and tested per N.F.P.A. 13, N.F.P.A. 14 and N.F.P.A. 25 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. Contact The Tukwila Fire Prevention Bureau to witness Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department -Page number 6 Thomas P. Keefe, Fire Chief all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. Fire alarm special requirements of City Ordinance #1742, section 11, A and B shall apply. The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1- 5.5.4) Local U.L. central station supervision is required. (City Ordinance #1742) 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) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) Maintenance and /or replacement of automatic fire detectors shall be the responsibility of the building or unit owner or his agent. Assure that all smoke detectors are operable. (City Ordinance #1742) Please provide this office with documentation of the last inspection conducted on the automatic fire detector units. Call the Tukwila Fire Department at 575 -4407 for Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5-4404 • Fax (206) 575.4439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 7 approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) Where elevators require smoke detectors to initiate recall, the detectors shall report to a fire alarm panel supervised by a City approved U.L. central station. (City Ordinance #1742) Fire alarm systems shall be maintained in an operative condition at all times. Fire alarm systems and their component parts shall be inspected and tested per manufacturer's specifications and N.F.P.A. 72 at a minimum frequency of every twelve months. A copy of inspection, test and maintenance records shall be forwarded to the Tukwila Fire Prevention Bureau. (NFPA 72 (7 -3.2, 7- 3.2.1)) (City Ordinance #1742) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 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 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 walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) .57.5-4404 • Fax (206) 5754439 C� City of Tukwila John W. Rants, Mayor Fire Department Page number 6 Thomas P. Keefe, Fire Chief When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (UBC 710.2) Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 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) There shall be no enclosed usable space under stairways in an exit enclosure, nor shall the open space under such stairways be used for any purpose. (UBC 1009.6) (UFC 1210.3) In order to provide you with the fastest police and fire protection under emergency conditions, please post your suite, room or apartment number in a conspicuous place near the main entry door. Numbers shall contrast with their background. (UFC 901.4.4) All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) 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. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone.. (206) 5754404 • Fax (206) 5754439 1414.10te .10,17.1115 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 9 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. Tukwila City Ordinance #1741 provides that the required width of any fire apparatus road (fire lane) shall not be obstructed in any manner, including the parking of vehicles. Minimum required widths and clearances shall be maintained at all times. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 7. The Uniform Fire Code states that: "In the event a fire occurs on any property, the owner or occupant shall irrmecl i date l y report such .fire to the Fire Department." (UFC 1302.2) 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 gq;tntion Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 3754439 onim'I;I'r ,; I:Nl;INKIRs April 10, 1996 \ I'K(IFI S II l\ \I. >hR\ II;I S cam INCf111\ LPN Architects 1201 Fourth Avenue South, Suite 102 Seattle, WA 98134 Attention: Mr. Royce Berg 4111 tit :1;11\1) WI.. I: sot III til'ITIi 7)0:I tili1TTLF:. 11 \till) \111'11\ 911t11 TF:I.l:I iI I :. 1216(11121.1(u1.1 F'\ \' (2061621.1174o I Ili �I II'III IIt)I n!•:1 • I tiI 1'1 F:' 211'4: 1111\111.11.1 (11 \■ \d 1,111 1 I'I:I.(l iIt1 \F II:9HI t't.1dep, i \\ IIIU(1) 1W2Pm RECEIVED CITY OF TUKWILA APR 1 0 1996 PERMIT CENTER � (n -oohs Regarding: 96 -T -06 (Extended Stay America) RFA *96102 -06 Dear Mr. Berg: 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). We have no additional comments. We have forwarded the drawings, structural calculations, and soils information to the City of Tukwila for their use. Please forward a copy of this letter to the structural engineer of Engineers Northwest, Inc. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystib1 Kolke CLK:2 "tee.ec cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 96t06 ^2.doc KiORTHWEST 1216g z z .1.111. .1. au<. 11, - 1.:..-11.11.311X.71 ,.. .,R....,_. ..................... ... EXTENDED STAY INN larTM APR 51996 TUKWILA, WASHINGTON LPN Architects & Planners REVISED STRUCTURAL CALCULATIONS April 5, 1996 ENW Job No. 96052000 CODE: 1994 UBC WIND: 80 MPH, EXPOSURE C SEISMIC ZONE: 3 CONTENTS: ROOF FRAMING R1 - R2 FLOOR - FRAMING- & --FOUN A-TION -E 1- - F4 --_.. LATERAL L1 - L19 RECEIVED CITY OF TUKWILA APR 1 0 1996 PERMIT CENTER RECEIVED APR 0 9 1996 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 W00DLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7560 FAX (206) 522.6698 RECEIVED APR 0 1�7o ROBERT FOSSMTI ASSOC. ENGIN,zRS— NORTHWEST P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Joe No. Joe NAME .EXTEN° 'o xrAY /NN SUBJECT IQ oor Lo of d- OE.t/CN DL Co into JH /N6'LEJ 3.0 3/y sC 2.3 TItLJJEJ N Z' c4 Z. S R -3O /NJUL /.? s/p ,Gwa 2.2 1.1 2.7 COL = /.r.0 toll L(. is (17.1f' fNnW DATE SHEET 6/ OF 2- BY r' 1,2/0AIFT; NC r : yo p1f I l i∎ 1 1 1 1 11 1 7 yo p -IP TYr —1 22' 22: pone, U EXrE2/0+2 WLL REACTION yo(Zj'.r) /Z Z = 7 O'if(2Xy e C. r' = S f /.suvf rnp,✓G 22 I./T(R/or't WALL' At- AC/-10N = yo (Si) — Z (7Y0) = po0 1,.ZF C z XC a /6 .It` r ` 0.? y lt.(P //E,4'L'ER f: cliff / 1= 6 t,1 _ 0.7 r, 2f L 1 1 1 1 1 }� = 0. ?`l (6): 2_22 k�. 2.Lth t\z. 0.7Y (6� = 3.33 h' D nF Art7 V /•r(z.2z) = 30.. I ^L /. /.r(o.o,r) Yx/u •pr= Iz 32. Y ", �t = 7. 73 (1z) a. s-y k,! < o.2P ✓ 7y cA$E 2 = 3 (kr. O. ?Y (3) /.// k. 7- Ares;l = I.r (bit) Is.z L;t I•► s) yX9 ofdz Apra= 2r.i.` ENGINLRS °NORTHWEST Ic.C. PS. 6869 WOODLAWN AVE. 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(17.7)-1- Fc. = /,3o 1 + /•S L /t3 2 (0,'s) n CPs nT — C4 1,4"-',3) Z (o. Yr) i(% = 96 r /7.5" s• 1.37X,3 = /.02 ZxC Tc = 5,11 k = 0,C2. < /.o2 kf2 o.Ps 9,Zs PLATE = o.62kr■ <. 0,63 /(1i -. a1( (PL/1T£ C,NJ //,NG Nor A !'�tOrttfPt� : «�Y..a...vJM.+w+..w•.. _. ENG I N LCRS - NORTHWEST 1`14C. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6690 JOB No SUBJECT. JOB NAME rxrf:/4o ,I; AY /^/N DATE F rtRr\I N6 (co -T) SHEET f3 OF BY• 3 r of J- 21,01 L £✓f l H £A/JErtJ TR!/jur N/Cy F/tir\ DIVE CgvEC ONLY NUN - JTACk /NC Ott /6N£tl JEe192A•rrt cfJE / ,C: C' W = /•Y3 k.lf CAJE Z. = 3 (?= /.Y3 (e) = y.2q k / /.V3(,, C•Yy = yZ /(/-0 r ei A. 0,61 hJ : CC ferry :(= I.S(y.z5) = 39 % * cfJ£ k ? /L A = 7.s-:2 o, /6s' rv= 0./7 hJ• NOTE: REACT #J Nor R= /.Y3C3) = 2. /rk nF Ares .(. _ /.a (2.isi = o•ogt Tittru - \ErL JTtibr JNr74°0 WTI NC 3rd CE ✓<< One / d4 = C.rl k 2XY .- 9C = z7.y) DP- Ji f►o 4 3.S Fef= = o.4-6hJ,: Fc - o.yp �} « t1.9 = 6.s1 it /3.6 1;,,t o. y? k��t (3) 2 KY fi = /S,7s /4t > /3 -C ✓ CI-/ECX CRUJN►NC /. /I r?F_OUCE0 TO d oar, /o hft1Z /a_ 22• z'^-: Y R„F i f z.ztk (I) 2XY I ( I 3a.I • 2, tL (z Z Y (3) 2xY 6,1-1 K tri'A/tn/C irr 1 7. 6• n _ l 1.98 '1 3.r(0.0.4) NJC (+) Z o. e6vi€rn • CAJC z. ♦Z_ 3.26 % =3 Pre! = 3,26 s 6-79./N UJ� C2) Z1cy Lo o'rfni /JdC, 0.'1 .••••,..•1.1110.s•tv,,••••••••••• • .• ..•••••••,•••••.1.4••••••■...eti"../•••••.1. • ENGINLRS- NORTHWEST I\IC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560- FAX # (206) 5224696 JOB No. JOB NAME E ICT. WI') E.49 JrAY tiViti DATE SUBJECT frAKIP6 CaOr SHEET FY OF BY Ti Lr Tat/4.4"E /2. ro /Neresen z ,t/ 4. Eve ! .34 ittuF C.S7 + Y.2/ = /o.,k I= ' 2? 0 F diZ de,e/f 13ou e iv? p, 1. u 13090 / C ref / = = 3 a 3.v. k „r et r) re er#90/Ne iettlz 3...)-(o. eLr) (3) 2.)c6 e VAL-0"Z Se.14, e Z. FLoolz Acovi of-Fier j.- FLuort JEE po o ('.3p) z.s-4 ;Lir /0 00 R= -a. (Y ) I 'Y X fPIiL cis ri 3>c K , 3 3 k t = Y (fkg's") 3,,s-y 3.11 k .0.0 ENG I NC ERS - NORTHWEST ( IC. RS. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 Joe NO Joe NAME g-,creNatfr, .fror /Ally DATE SUBJECT tArcain., OES/67•1/ SHEET OF Li SE/J/i1C BY 0.30 'o& /E3 3 :.-. 1.0 C 2.7S- = g nfoF WOL WRooF = 97s- p.if VV2„,/, ay(yy)-1- 31 (10) 3((o) /0 -.7. I pip c r 1 I 3/v • ; 4 5 11. 9-7s• + 20(e.0 7_ L63/ kif 4. 39f-to. -1 - •■■■■1.1.11F:4■Nr.■■■•■■■•■■41011-AZIV..■.■.■11/..■•■■■7■2111■1110 1,11/410 WWW1P216111WVAIIVIIM Mr■NVA11/■■■■■■•■■■7 n11■41 o, vie htf> •o.fO' ///f rnmivi VEre...re/t ONG rrtio, NA / /7r/ 0,16 kip 0./7 Aff 0,7 (2.7 r) y,71 LEVEL. k/ F)( Ktio F o.97r 2? 27.3 0,16 kiP 3r.( / ,66‘ 20 3 3-3Z- a, I, )(..Cf /.‘e6 to /6.1z. 0,01s- kIP a.: 773 v v4 UL To CO A/C. Zftel cethrt. urr:-JEWA,C 0- 200F (1 LA:JJ THA e z ,,t evEt. otAr To etoc 1,-101.1 BAJE !Heim J#7#' tiv Perla emecrIcitai ENG INC ERS - NORTHWEST (..4C. P.S.. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 Joe No. SUBJECT JOB NAME FXi ENhIfo .ITAY /Nh/ DATE SHEET L. Z OF BY T. L LATE M. PEJ/CN W/ N O Wlwo: p wHERE Cc • 1.06 ▪ /./3 (/r -zo) ▪ /, /% (20- 2,3") /.23 (zr -zo) (3c1 -Yo) c) ; /. 3 M ETNw 2 �, _ /6• y p/l: (J7v / p) RaoF (llllPHRACI•\ A. ar.Y( /) t 26.Z(S)+- 2P 00) = y36 0V 3.4 LEvEL n= Z7.6(l) +2Y. /(s)*Zr.Y(')= z ter e,tP 2 •d C.F.v6L A: 22.6 (`tl -zi-Y) = Z2C p-Cf VI WV CovCrewJ r(?AA/f v(rcaE ble2cr cT/uly • ENGINCIRS- NORTHWEST LC. P. S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Joe No. SUBJECT JOB NAME F_ xrEI,/ 0 r) jTN y /NN LATFRAC CON7. 71419NrvLrtrf JH£A!C wPtct WALL 0.91kIf i 1 X 1 1 1 i 1 1 l 1 i if 0 i 0 I © I I 7'x 26, Z4' Ze al' it. e3 23.CC 23.60 23.CC 1'.20 C V= 2. zc6 k Vltoot = Y36 (23.11) = 1/.36 k 90P V3.4 zYr(2x.66) = C.3d'h yoe V2•I = z2( (23.CG.) S .P' Sop 03) z8 = 3.36 k A1/A1l.AQGIE �t = DATE SHEET 13 OF BY 0.9/ klr 1 1 1 1 t 1 It if it 3 z6 I Zl f u' T 1�.7s z? sP z7.66 2346 1/.4'2k 10 (yy) Z? = /Z.32 h f10A1L6121.r T =C = FMv. - e/`)2 23.0 k P, 1 rz i V / /,3Ch sP9k f /0' -->M //.3C (") + "P(4°) t . PI (/ o) — /2.?Z (zt) h 3.36(YY VY = / , q s k 4444, yos- ? c ehre C 2hc,i LEvft. Mor = u. ?c (tr)+ 6.34,(1P) = 311 k i l2 = 0.67 (12.32) zZ + o47(7. 36) yy = 2Po k ' T =C = 3 /9 -ZPo a 0.ypk .c-.c NO2.9 244 Yy ENG I N L RS - NORTHWEST 1,4C. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX #t (206) 522 -6695 Joe No SUBJECT LATERAL JOB NAME Fx7EN Ni nty ✓TRY /l/ DATE re NJ ✓Ert .t WAIL! (on/7) kf 1L /(Q cowl SHEET L Y OF BY (F. ✓EL l 'o-- 23, LC = p, s'Y *U / %z JTRucT .£ ON,E 1' /v£ w /?ot @ 3 DC. r-- Y Y ?l = 0 . sr /.(p ✓ TY✓'F D P£2 JYHro TWED0 /[d SAL won_ = IL ).73 (lot) l,s - 2.7 UJE 2,S z mow., F S o. r/ d. I%�fiC /N� CJ JiGC _ /2 ��-__ _�- �� /,73 (s9o)�r - /7.Y u..c , 0 SYo 1l 69l14 - -~ LF ✓EL. 2 -r /7.7Y _ o,afu YY "At cox u/rE J,or v✓ /0 of C� y = u. y6 /(Jf TYrt c 0 i /.I ,,, - -- -- '' -- (/049 )/.3- = 3.2 u.A.t 3 I,7s Evil, TYP£® /( a 3 // -36 YY = (0 zL k.C� 2 /z. 6-W5 acoCho'n QorN JinrJ ( z now L°, 6 :. �,. S-d C'' y roc 14l�r, = 0.30 It-(f rot TYPE F w)No Io8 /.r - �, ? - —t- Y. S' (2. 2.0 1.41 C°_ 9 SILL Ns/ /L /I/C = /Z /,33 (/0g) /X 9 3ov_ /•7s AIorE .0 -EATH re (11.1 TO (tor, oNE J'o£ 1s/Jt cox /o t° /crin.)L JHEAn = / /.3C k WALL ay RAT;0 V roof = 29.SP ( / /.3n) _ /Y•Z K z3.([ ',ZS- (6.3Y) = ?,a h I.1.S s-,8?) 7.Y h TEL = /,2r ( /,qs) = Z.Yy k MOSH v LE ✓LL I1.36 k 2 Y. C ' 26 . o, y[ kft Icd rN e r /.3300s)/s rz /.7r 2�o Y .oc. FW1L LE►+Gr, Nori:: wAtt. TYPE e JFE raor OF r'AaE. A LT4AL J)4EF & = )Y.z h o•Y6 /[.l t? )z 3 (I0') )_r Jzo /Or N4.e. 3 `'F.4« LtwCrjl 27.57 O.c) /JP '%?. Carlo 'Y JJOe/ /11 Lo y r /e "tf Corr! E /z /.33 (rclo) /y .ti.,� n. is 670 ITvet. Z �_ ZZ•2 = o.so YY L El/E L 3 el r s i y. 2 Yy mil.- = DMZ JT/CNCT •l /J /o£ e4L?3 M/-: o.SS a H,(t' % .'c/)sic l tor 'ad (a 6 TYeC 3 144 a /.3304)63;47x: iG ' 1444. y ENGINL RS— NORTHWEST (' c. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206) 525 -7560 - FAX # (206) 522 -6696 Joe No SUBJECT JOB NAME EXTF_ J12 ? JrRy /„/K DATE Lori-not. (COr'IT.) SHEET 6. OF BY TL. \A/ALL 03 V= /7.7Sh I3NJE ,Q = at =) N—c /7.75 c u,CY hAP TYPE z6 V 0.31 k e z•.r( =- ell= 13.31 = 0.30 :t' 7-yet .a `1Y -1 Mr O!'fNIWC /)oa ✓r '►!= .s2 = 0.19 kir TYPE $ V WALL c V 130,2 E ame ) o.y-4. k.(f yy T »." c V _ /3, t /t E =s -ir = 13.6 = 0,31 Tire / yy o .12 ?Llf L &NG /TuYIINAL /IJZ.FC7 -Jow: more ALL I/ -I£HR j- ' 8Y Cesvre. . WALL, L/ rc A J,t IP' \IC i3AJE !HEPR = O. yy fi- tr /�12 four uF l7C.n6 LENGTH (,TFE Lf /" d41N u vEL ti Tya',E Z k LE VEL ?i = 0,3s 11,cr ,ecrc TY't TYPcCJ 3 ro< L,VEL v' - 0 ,16 k.-If c rye 4 /r1 34 6W5 ,✓16 o(e y QLacktP cork) JJnl;S 1411•., = 2(2.103- c o.0rktP> o,/6. pervol- Zez/J EuruL loVCRNJ) TO afvvF YIAJ'NitA!p� F12 NurC :,N Ar7-c ExrEwo TYPE < NA sr_ IWC 0./6 I= 0.31 o. Y6 u °c, EKT1fNQ CLhC PANF.CJ = o.3- (13.r) = p pliN \ALUwpCLL (Y/' PF2 G' L oC (JA2ivI O C . S - ( 1 / P.M ' Ln 6 (loo ' To r19 L� NOIL 14LL DOtt01( Tor PLATT! neenicer. w /el ii e /2 b33 (Jr,ac €rL J6'LJCEJ y',.\Iti ) /£itt TOTAL J »fait Tan ivJFrit PE/T. SLna C ATTIL I'AMELJ 16) z 3 t Iavh .. NA/C QLhC TI ►/All /6 L e s- o'ca't) 1.73 ( /ot) i f 3.1 •roc u E: Z Rohl 11100 (I u3) /ter ' 9 o c q7J ,waC. • ENGINLLRS- NORTHWEST r ..C. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 JOB No JOB NAME DATE SUBJECT _ SHEET' OF BY ) Lt HULOOWN LUCAT /OlvJ, (i EFER. To d'LAiv ENG I N `RS - NORTHWEST (14C. P.S. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 5224698 JOB NO. JOB NAME F_KrEN/l)E1) JrAy /N/A/ DATE SUBJECT JTA la - TowCYt QItAci- JYfTF_rA AVE a ELEV Z8' W/NA p,/, = Z7 [104- 8.s2 /3.47 = 1,7/ aloof 2 Wt.= 2Y Co--r J 17.47 _ /.sz. I. Z 2- /z : z2 E /oaf? fl, (20) 037 = z z JTAIR} et . /. So k lL = 2S (zu) ( 13.47) IT 1.7( k z- LL 3701) I4 /.o/ A /00(v) /7.47/L = 2.,7`ek J2ECh (3.47' a pow SHEET I-6 OF BY TL, RISA -2D (R) Version 3.03( Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page L7 Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Units Option : US Standard RISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects Redesign Edge Forces A.S.I.F. : Yes No No : 1.333 Node No X -Coord Y -Coord (ft) (ft) 1 0.00 0.00 2 0.00 4.50 3 0.00 9.50 4 0.00 14.50 5 0.00 19.50 6 0.00 28.00 7 9.50 28.00 8 9.50 19.50 9 9.50 14.50 10 9.50 9.50 11 9.50 4.50 12 9.50 0.00 Boundary Conditions X -dof Y -dof Rotation (in, K /in) - - -- (in, K /in) - -- (r, K -ft /r) R R R R Temp. (F)- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Material Label COL BM BR Elastic Modulus (Ksi) 29000.00 29000.00 29000.00 Poisson's Ratio 0.30000 0.30000 0.30000 Thermal Coefficient (F) 0.65000 0.65000 0.65000 Weight Yield Stress Density (FY) (K /ft3) (Ksi)---- 0.490 46.000 0.490 46.000 0.490 46.000 Section Label Database Shape Matl. Set COL BM BR TU5X5X6 TU4X4X4 TU4X4X3 COL COL COL Area (in"2) 6.58 3.59 2.77 Moment of Inertia (in"4) 22.800 8.220 6.590 As y/y Coef 1.20 1.20 1.20 L RISA -2D (R) Version 3.03(, ' Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 EXTENDED STAY INN STAIR TOWER BRACE Job Page Le Date = =_ =_ I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) - - -- (in) (ft) 1 1 - 2 COL 4.50 2 2 - 3 COL 5.00 3 3 - 4 COL 5.00 4 4 - 5 COL 5.00 5 5 - 6 COL 8.50 6 6 - 7 BM 9.50 7 7 - 8 COL 8.50 8 8 - 9 COL 5.00 9 9 - 10 COL 5.00 10 10 - 11 COL 5.00 11 11 - 12 COL 4.50 12 2 - 11 BM 9.50 13 3 - 11 BR 1 1 10.74 14 3 - 10 BM 9.50 15 4 - 9 BM 9.50 16 5 - 9 BR 1 1 10.74 17 5 - 8 BM 9.50 I J Unbraced Lengths ` K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb (ft) (ft) (ft) 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 7 7 - 8 8 8 - 9 9 9 - 10 10 10 - 11 11 11 - 12 12 2 - 11 13 3 - 11 14 3 - 10 15 4 - 9 16 5 - 9 17 5 - 8 .RISA -2D (R) Version 3.03 ' Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page 0 Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 DEAD LOAD 6 2 LIVE LOAD 6 3 WIND LOAD 3 Nodal Loads, BLC 1: DEAD LOAD Node Number Global X Global Y Moment (K) (K) (K-ft)---- 2 0.000 -1.010 0.000 4 0.000 -1.010 0.000 9 0.000 -1.010 0.000 11 0.000 -1.010 0.000 6 0.000 -1.030 0.000 7 0.000 -1.030 0.000 Nodal Loads, BLC 2: LIVE LOAD Node Number Global X 'Global Y Moment (K) (K) (K-ft)---- 2 0.000 -2.740 0.000 4 0.000 -2.740 0.000 9 0.000 -2.740 0.000 11 0.000 -2.740 0.000 6 0.000 -1.710 0.000 7 0.000 -1.710 0.000 Nodal Loads, BLC 3: WIND LOAD Node Number Global X Global Y Moment (K) (K) (K-ft)---- 3 1.500 0.000 0.000 5 1.520 0.000 0.000 6 1.710 0.000 0.000 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 DEAD PLUS LIVE 2 DEAD PLUS WIND Y -1 Y -1 1 1 1 1 2 1 3 1 Y Y RISA -2D (R) Version 3.03\. Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 EXTENDED STAY INN STAIR TOWER BRACE Job Page UO Date Dynamic Analysis Data Number of modes (frequencies) . Basic Load Case for masses BLC mass direction of action . Acceleration of Gravity ENVELOPE SOLUTION Nodal Displacements 3 None X only 32.20 ft /sec * *2 =___ Node 1 max min 2 max min 3 max min 4 max min 5 max min 6 max min 7 max min 8 max min 9 max min 10 max min 11 max min 12 max min Global X (in) LC 0.00000 2 - 0.00000 1 0.33088 2 - 0.00094 1 0.35957 2 - 0.00210 1 0.44217 2 - 0.00281 1 0.46413 2 - 0.00333 1 0.77706 2 - 0.00377 1 0.77611 2 - 0.00379 1 0.46649 2 - 0.00333 1 0.44537 2 - 0.00281 1 0.36398 2 - 0.00209 1 0.33613 2 - 0.00092 1 0.00000 2 0.00000 1 ENVELOPE SOLUTION Reactions Global Y (in) LC 0.00000 2 - 0.00000 1 0.00161 2 - 0.00317 1 0.00358 2 - 0.00546 1 0.00402 2 - 0.00769 1 0.00478 2 - 0.00868 1 'p.00446 2 - 0.01023 1 - 0.00977 2 - 0.01019 1 - 0.00865 1 - 0.00883 2 - 0.00767 1 - 0.00814 2 - 0.00545 1 - 0.00605 2 - 0.00317 1 - 0.00388 2 - 0.00000 1 - 0.00000 2 Rotation (rad) LC- 0.00002 1 - 0.00786 2 0.00001 1 - 0.00265 2 0.00001 1 - 0.00048 2 0.00000 1 - 0.00082 2 - 0.00000 1 - 0.00111 2 - 0.00003 1 - 0.00281 2 0.00004 1 - 0.00271 2 0.00001 1 - 0.00108 2 0.00002 1 - 0.00079 2 0.00002 1 - 0.00044 2 0.00003 1 - 0.00267 2 0.00001 1 - 0.00800 2 Node 1 max min 12 max min Global X (K) LC 0.00768 1 - 2.39777 2 - 0.00768 1 - 2.33223 2 Global Y (K) LC 11.25872 1 - 5.62771 2 13.76421 2 11.25777.' 1 Moment (K-ft)----LC- 0.00000 1 0.00000 1 0.00000 1 0.00000 1 RISA -2D (R) Version 3.03, Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page LI/ Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE ENVELOPE SOLUTION Member Section Results Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 1 1- 2 A 11.26 1 11.23 1 11.21 1 11.18 1 11.16 1 - 5.63 2 -5.65 2 -5.68 2 -5.70 2 -5.73 2 ✓ 2.36 2 2.36 2 2.36 2 2.36 2 2.36 2 - 0.01 1 -0.01 1 -0.01 1 -0.01 1 -0.01 1 M 0.00 2 0.01 1 0.02 1 0.03 1 0.04 1 0.00 1 -2.66 2 -5.32 2 -7.98 2 -10.63 2 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.105 2 -0.201 2 -0.279 2 -0.331 2 2 2- 3 A 7.35 1 7.32 1 7.29 1 7.26 1 7.23 1 - 6.22 2 -6.25 2 - 6.28 2 -6.31 2 -6.33 2 ✓ -0.03 1 -0.03 1 -0.03 1 -0.03 1 -0.03 1 -2.40 2 -2.40 2 -2.40 2 -2.40 2 -2.40 2 M -0.07 1 -0.04 1 -0.00 1 1.00 2 4.00 2 - 8.00 2 -5.00 2 -2.00 2 0.03 1 0.07 1 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.026 2 -0.031 2 -0.028 2 -0.029 2 3 3- 4 A 7.13 1 7.10 1 7.07 1 7.05 1 7.02 1 -1.34 2 -1.37 2 -..40 2 -1.43 2 -1.45 2 ✓ 1.60 2 1.60 2 1.60 2 1.60 2 1.60 2 -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 M 4.31 2 2.31 2 0.31 2 0.03 1 0.05 1 -0.04 1 -0.02 1 0.01 1. -1.69 2 -3.69 2 D 0.000 1 0.000 1 0.000 1 0.001 1 0.001 1 0.000 1 -0.015 2 -0.039 2 -0.064 2 -0.082 2 4 4- 5 A 3.21 1 3.18 1 3.15 1 3.12 1 3.10 1 - 2.37 2 -2.40 2 -2.43 2 -2.45 2 -2.48 2 ✓ -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 - 1.32 2 -1.32 2 -1.32 2 -1.32 2 -1.32 2 M -0.05 1 -0.02 1 0.27 2 1.92 2 3.57 2 - 3.04 2 -1.39 2 0.00 1 0.02 1 0.05 1 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.007 2 -0.009 2 -0.012 2 -0.022 2 5 5- 6 A 2.99 1 2.94 1 2.89 1 2.85 1 2.80 1 0.70 2 0.65 2 0.60 2 0.56 2 0.51 2 ✓ 0.85 2 0.85 2 0.85 2 0.85 2 0.85 2 - 0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 M 4.51 2 2.71 2 0.92 2 0.05 1 0.08 1 - 0.05 1 -0.02 1 0.02 1 -0.88 2 -2.68 2 D 0.000 1 0.000 1 0.001 1 0.001 1 0.000 1 0.000 1 -0.051 2 -0.135 2 -0.229 2 -0.312 2 RISA -2D (R) Version 3.03 ' Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page LIZ Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 6 6- 7 A 0.87 2 0.87 2 0.87 2 0.87 2 0.87 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 -0.52 2 -0.55 2 -0.58 2 -0.61 2 -0.64 2 M 0.08 1 -0.02 1 -0.06 1 1.35 2 2.83 2 -2.68 2 -1.40 2 -0.06 2 -0.02 1 0.08 1 D 0.000 1 -0.002 1 -0.003 1 0.014 2 -0.000 1 0.000 1 -0.034 2 -0.011 2 -0.002 1 -0.016 2 7 7- 8 A 2.80 1 2.85 1 2.89 1 2.94 1 2.99 1 1.67 2 1.72 2 1.76 2 1.81 2 1.86 2 ✓ 0.87 2 0.87 2 0.87 2 0.87 2 0.87 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 M 2.83 2 0.97 2 0.01 1 -0.02 1 -0.05 1 0.08 1 0.05 1 -0.88 2 -2.73 2 -4.58 2 D 0.000 1 0.001 1 0.001 1 0.000 1 0.000 1 0.000 1 -0.082 2 -0.175 2 -0.258 2 -0.309 2 8 8- 9 A 3.04 1 3.07 1 3.10 1 3.13 1 3.16 1 2.13 2 2.16 2 2.19 2 2.21 2 2.24 2 ✓ 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 -1.29 2 -1.29 2 - %.29 2 -1.29 2 -1.29 2 M 0.03 1 0.01 1 -0.00 1 1.34 2 2.95 2 -3.48 2 -1.87 2 -0.26 2 -0.02 1 -0.04 1 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.010 2 -0.013 2 -0.014 2 -0.021 2 9 9- 10 A 7.02 1 7.04 1 7.07 1 7.10 1 7.13 1 6.59 2 6.62 2 6.64 2 6.67 2 6.70 2 ✓ 1.64 2 1.64 2 1.64 2 1.64 2 1.64 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 M 3.77 2 1.72 2 -0.00 1 -0.03 1 -0.05 1 0.04 1 0.02 1 -0.33 2 -2.37 2 -4.42 2 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.018 2 -0.043 2 -0.067 2 -0.081 2 10 10- 11 A 7.18 1 7.21 1 7.24 1 7.27 1 7.29 1 6.84 2 6.87 2 6.90 2 6.92 2 6.95 2 ✓ 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 - 2.40 2 -2.40 2 -2.40 2 -2.40 2 -2.40 2 M 0.03 1 0.01 1 2.05 2 5.05 2 8.05 2 - 3.95 2 -0.95 2 -0.01 1 -0.02 1 -0.04 1 D 0.000 1 0.000 1 0.003 2 0.001 1 0.001 1 0.000 1 -0.001 2 0.001 1 -0.002 2 -0.028 2 (. RISA -2D (R) Version 3.030. ' Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page Li? Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 11 11- 12 A 13.66 2 13.69 2 13.71 2 13.74 2 13.76 2 11.16 1 11.18 1 11.21 1 11.23 1 11.26 1 ✓ 2.42 2 2.42 2 2.42 2 2.42 2 2.42 2 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 M 10.88 2 8.16 2 5.44 2 2.72 2 0.00 2 0.03 1 0.03 1 0.02 1 0.01 1 0.00 1 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.052 2 -0.132 2 -0.229 2 -0.336 2 12 2- 11 A -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 - 4.79 2 -4.79 2 -4.79 2 -4.79 2 -4.79 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.05 1 - 0.52 2 -0.55 2 -0.58 2 -0.60 2 -0.63 2 M 0.11 1 -0.01 1 -0.04 2 1.36 2 2.83 2 -2.64 2 -1.37 2 -0.05 1 -0.02 1 0.07 1 D 0.000 1 -0.001 1 -0.002 1 0.022 2 -0.000 1 0.000 1 -0.030 2 -0.005 2 -0.002 1 -0.007 2 13 3- 11 A 10.75 2 10.76 2 10.77 2 10.78 2 10.79 2 -0.01 1 0.00 1 0.02 1 0.03 1 0.04 1 ✓ 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 0.04 1 0.02 1 -\Q.00 1 -0.02 1 -0.04 1 M 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 D 0.000 1 0.027 2 0.060 2 0.101 2 0.147 2 0.000 1 -0.009 1 -0.013 1 -0.010 1 -0.001 1 14 3- 10 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 - 4.03 2 -4.03 2 -4.03 2 -4.03 2 -4.03 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.05 1 -0.02 2 -0.05 2 -0.08 2 -0.11 2 -0.14 2 M 0.10 1 -0.01 1 -0.05 1 0.18 2 0.47 2 -0.31 2 -0.21 2 -0.05 2 -0.02 1 0.07 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.008 2 -0.007 2 -0.005 2 -0.010 2 15 4- 9 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 - 2.92 2 -2.92 2 -2.92 2 -2.92 2 -2.92 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 -0.10 2 -0.12 2 -0.15 2 -0.18 2 -0.21 2 M 0.10 1 -0.01 1 -0.05 1 0.35 2 0.82 2 - 0.64 2 -0.38 2 -0.05 2 -0.02 1 0.08 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.012 2 -0.009 2 -0.003 2 -0.013 2 ,r c RISA -2D (R) Version 3.03 Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 EXTENDED STAY INN STAIR TOWER BRACE Job Page L1N Date ENVELOPE SOLUTION Nodal Displacements Node 1 max min 2 max min 3 max min 4 max min 5 max min 6 max min 7 max min 8 max min 9 max min 10 max min 11 max min 12 max min Global X (in) 0.00000 - 0.00000 0.33088 - 0.00094 0.35957 - 0.00210 0.44217 - 0.00281 0.46413 - 0.0,333 706 - 0.00377 0.77611 - 0.00379 0.46649 - 0.00333 0.44537 - 0.00281 0.36398 - 0.00209 0.33613 - 0.00092 0.00000 0.00000 ENVELOPE SOLUTION Reactions LC 2 1 2 1 2 1 2 1 1 2 1 2 1 2 1 2 1 2 1 2 1 Global Y (in) LC 0.00000 2 - 0.00000 1 0.00161 2 - 0.00317 1 0.00358 2 - 0.00546 1 0.00402 2 - 0.00769 1 - = o. ooZ3 N 0.00478 2 ok - 0.00868 1 0.00446 2 - 0.01023 1 - 0.00977 2 - 0.01019 1 - 0.00865 - 0.00883 - 4.00767 - 0.00814 - 0.00545 - 0.00605 •- 0.00317 - 0.00388 - 0.00000 - 0.00000 1 2 1 2 1 2 1 2 1 2 Rotation (rad) LC- 0.00002 1 - 0.00786 2 0.00001 1 - 0.00265 2 0.00001 1 - 0.00048 2 0.00000 1 - 0.00082 2 - 0.00000 1 - 0.00111 2 - 0.00003 1 - 0.00281 2 0.00004 - 0.00271 0.00001 - 0.00108 0.00002 - 0.00079 0.00002 - 0.00044 0.00003 - 0.00267 0.00001 - 0.00800 1 2 1 2 1 2 1 2 1 2 1 2 Node 1 max min 12 max min Global X (K) LC 0.00768 1 - 2.39777 2 - 0.00768 1 - 2.33223 2 Global Y (K) LC 11.25872 1 - 5.. 1 2 2 11.25777 FTC A = I ? 8 _ x.sz. di) 2,r Moment (K- ft)- - - -LC- 0.00000 1 0.00000 1 0.00000 1 0.00000 1 &JE f 3.0 Yf ( - RISA -2D (R) Version 3.03 ( Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page '-' Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE ENVELOPE SOLUTION Member Section Results Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 1 1- 2 A 11.26 1 11.23 1 11.21 1 11.18 1 11.16 1 - 5.63 2 -5.65 2 -5.68 2 -5.70 2 -5.73 2 ✓ 2.36 2 2.36 2 2.36 2 2.36 2 2.36 2 - 0.01 1 -0.01 1 -0.01 1 -0.01 1 -0.01 1 M 0.00 2 0.01 1 0.02 1 0.03 1 0.04 1 0.00 1 -2.66 2 -5.32 2 -7.98 2 -10.63 2 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.105 2 -0.201 2 -0.279 2 -0.331 2 2 2- 3 A 7.35 1 7.32 1 7.29 1 7.26 1 7.23 1 - 6.22 2 -6.25 2 -6.28 2 -6.31 2 -6.33 2 ✓ -0.03 1 -0.03 1 -0.03 1 -0.03 1 -0.03 1 - 2.40 2 -2.40 2 -2.40 2 -2.40 2 -2.40 2 M -0.07 1 -0.04 1 -0.00 1 1.00 2 4.00 2 - 8.00 2 -5.00 2 -2.00 2 0.03 1 0.07 1 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.026 2 -0.031 2 -0.028 2 -0.029 2 3 3- 4 A 7.13 1 7.10 1 7.07 1 7.05 1 7.02 1 - 1.34 2 -1.37 2 -1.40 2 -1.43 2 -1.45 2 ✓ 1.60 2 1.60 2 1.60 2 1.60 2 1.60 2 -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 M 4.31 2 2.31 2 0.31 2 0.03 1 0.05 1 -0.04 1 -0.02 1 0.01 1 -1.69 2 -3.69 2 D 0.000 1 0.000 1 0.000 1. 0.001 1 0.001 1 0.000 1 -0.015 2 -0.039 2 -0.064 2 -0.082 2 4 4- 5 A 3.21 1 3.18 1 3.15 1 3.12 1 3.10 1 -2.37 2 -2.40 2 -2.43 2 -2.45 2 -2.48 2 ✓ -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 - 1.32 2 -1.32 2 -1.32 2 -1.32 2 -1.32 2 M -0.05 1 -0.02 1 0.27 2 1.92 2 3.57 2 - 3.04 2 -1.39 2 0.00 1 0.02 1 0.05 1 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.007 2 -0.009 2 -0.012 2 -0.022 2 5 5- 6 A 2.99 1 2.94 1 2.89 1 2.85 1 2.80 1 0.70 2 0.65 2 0.60 2 0.56 2 0.51 2 ✓ 0.85 2 0.85 2 0.85 2 0.85 2 0.85 2 -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 M 4.51 2 2.71 2 0.92 2 0.05 1 0.08 1 - 0.05 1 -0.02 1 0.02 1 -0.88 2 -2.68 2 D 0.000 1 0.000 1 0.001 1 0.001 1 0.000 1 0.000 1 -0.051 2 -0.135 2 -0.229 2 -0.312 2 RISA -2D (R) Version 3.03 t, Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page t-n Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 6 6- 7 A 0.87 2 0.87 2 0.87 2 0.87 2 0.87 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 -0.52 2 -0.55 2 -0.58 2 -0.61 2 -0.64 2 M 0.08 1 -0.02 1 -0.06 1 1.35 2 2.83 2 -2.68 2 -1.40 2 -0.06 2 -0.02 1 0.08 1 D 0.000 1 -0.002 1 -0.003 1 0.014 2 -0.000 1 0.000 1 -0.034 2 -0.011 2 -0.002 1 -0.016 2 7 7- 8 A 2.80 1 2.85 1 2.89 1 2.94 1 2.99 1 1.67 2 1.72 2 1.76 2 1.81 2 1.86 2 ✓ 0.87 2 0.87 2 0.87 2 0.87 2 0.87 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 M 2.83 2 0.97 2 0.01 1 -0.02 1 -0.05 1 0.08 1 0.05 1 -0.88 2 -2.73 2 -4.58 2 D 0.000 1 0.001 1 0.001 1 0.000 1 0.000 1 0.000 1 -0.082 2 -0.175 2 -0.258 2 -0.309 2 8 8- 9 A 3.04 1 3.07 1 3.10 1 3.13 1 3.16 1 2.13 2 2.16 2 2.19 2 2.21 2 2.24 2 ✓ 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 -1.29 2 -1.29 2 -1.29 2 -1.29 2 -1.29 2 M 0.03 1 0.01 1 -0.00 1 1.34 2 2.95 2 - 3.48 2 -1.87 2 -0.26 2 -0.02 1 -0.04 1 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.010 2 -0.013 2 -0.014 2 -0.021 2 9 9- 10 A 7.02 1 7.04 1 7.07 1 7.10 1 7.13 1 6.59 2 6.62 2 6.64 2 6.67 2 6.70 2 ✓ 1.64 2 1.64 2 1.64 2 1.64 2 1.64 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 M 3.77 2 1.72 2 -0.00 1 -0.03 1 -0.05 1 0.04 1 0.02 1 -0.33 2 -2.37 2 -4.42 2 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.018 2 -0.043 2 -0.067 2 -0.081 2 10 10- 11 A 7.18 1 7.21 1 7.24 1 7.27 1 7.29 1 6.84 2 6.87 2 6.90 2 6.92 2 6.95 2 ✓ 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 -2.40 2 -2.40 2 -2.40 2 -2.40 2 -2.40 2 M 0.03 1 0.01 1 2.05 2 5.05 2 8.05 2 - 3.95 2 -0.95 2 -0.01 1 -0.02 1 -0.04 1 D 0.000 1 0.000 1 0.003 2 0.001 1 0.001 1 0.000 1 -0.001 2 0.001 1 -0.002 2 -0.028 2 ` RISA -2D (R) Version 3.03 �- 'Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page L0 Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 11 11- 12 A 13.66 2 13.69 2 13.71 2 13.74 2 13.76 2 11.16 1 11.18 1 11.21 1 11.23 1 11.26 1 ✓ 2.42 2 2.42 2 2.42 2 2.42 2 2.42 2 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 M 10.88 2 8.16 2 5.44 2 2.72 2 0.00 2 0.03 1 0.03 1 0.02 1 0.01 1 0.00 1 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.052 2 -0.132 2 -0.229 2 -0.336 2 12 2- 11 A -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 - 4.79 2 -4.79 2 -4.79 2 -4.79 2 -4.79 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.05 1 - 0.52 2 -0.55 2 -0.58 2 -0.60 2 -0.63 2 M 0.11 1 -0.01 1 -0.04 2 1.36 2 2.83 2 - 2.64 2 -1.37 2 -0.05 1 -0.02 1 0.07 1 D 0.000 1 -0.001 1 -0.002 1 0.022 2 -0.000 1 0.000 1 -0.030 2 - 0.005 2 -0.002 1 -0.007 2 13 3- 11 A 10.75 2 10.76 2 10.77 2 10.78 2 10.79 2 -0.01 1 0.00 1 0.02 1 0.03 1 0.04 1 ✓ 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 0.04 1 0.02 1 -N.00 1 -0.02 1 -0.04 1 M 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 D 0.000 1 0.027 2 0.060 2 0.101 2 0.147 2 0.000 1 -0.009 1 -0.013 1 -0.010 1 -0.001 1 14 3- 10 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 - 4.03 2 -4.03 2 -4.03 2 -4.03 2 -4.03 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.05 1 - 0.02 2 -0.05 2 -0.08 2 -0.11 2 -0.14 2 M 0.10 1 -0.01 1 -0.05 1 0.18 2 0.47 2 - 0.31 2 -0.21 2 -0.05 2 -0.02 1 0.07 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.008 2 -0.007 2 -0.005 2 -0.010 2 15 4- 9 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 - 2.92 2 -2.92 2 -2.92 2 -2.92 2 -2.92 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 - 0.10 2 -0.12 2 -0.15 2 -0.18 2 -0.21 2 M 0.10 1 -0.01 1 -0.05 1 0.35 2 0.82 2 - 0.64 2 -0.38 2 -0.05 2 -0.02 1 0.08 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.012 2 -0.009 2 -0.003 2 -0.013 2 V.. RISA -2D (R) Version 3.03'\ Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page LI Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 16 5- 9 A 6.57 2 6.59 2 6.60 2 6.61 2 6.62 2 -0.02 1 -0.01 1 0.01 1 0.02 1 0.03 1 ✓ 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 M 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 D 0.000 1 0.038 2 0.082 2 0.134 2 0.191 2 0.000 1 -0.011 1 -0.016 1 -0.013 1 -0.005 1 17 5- 8 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -2.15 2 -2.15 2 -2.15 2 -2.15 2 -2.15 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 -0.16 2 -0.19 2 -0.21 2 -0.24 2 -0.27 2 M 0.10 1 -0.01 1 -0.05 1 0.49 2 1.11 2 -0.93 2 -0.53 2 -0.05 2 -0.02 1 0.08 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.015 2 -0.009 2 -0.002 2 -0.014 2 ENVELOPE SOLUTION AISC Code Checks Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc 1 1- 2 0.492 2 0.07 1 0.15 2 0.26 2 0.38 2 0.49 2 0.03 2 2 2- 3 0.381 2 0.38 2 0.25 2 0.12 2 0.08 2 0.21 2 0.03 2 3 3- 4 0.194 2 0.19 2 0.11 2 0.04 1 0.08 2 0.17 2 0.02 2 4 4- 5 0.169 2 0.14 2 0.07 2 0.02 2 0.10 2 0.17 2 0.02 2 5 5- 6 0.200 2 0.20 2 0.12 2 0.04 2 0.04 2 0.12 2 0.01 2 6 6- 7 0.285 2 0.27 2 0.15 2 0.02 2 0.14 2 0.28 2 0.02 2 7 7- 8 0.211 2 0.13 2 0.05 2 0.05 2 0.13 2 0.21 2 0.01 2 8 8- 9 0.164 2 0.16 2 0.09 2 0.02 2 0.07 2 0.14 2 0.02 2 9 9- 10 0.233 2 0.20 2 0.11 2 0.05 2 0.14 2 0.23 2 0.02 2 10 10- 11 0.391 2 0.21 2 0.08 2 0.13 2 0.26 2 0.39 2 0.03 2 11 11- 12 0.554 2 0.55 2 0.44 2 0.32 2 0.20 2 0.08 2 0.04 2 12 2- 11 0.320 2 0.30 2 0.18 2 0.05 2 0.18 2 0.32 2 0.02 2 13 3- 11 0.233 2 0.22 2 0.23 2 0.23 2 0.23 2 0.22 2 0.00 1 14 3- 10 0.086 2 0.07 2 0.06 2 0.05 2 0.06 2 0.09 2 0.00 2 15 4- 9 0.108 2 0.09 2 0.07 2 0.03 2 0.06 2 0.11 2 0.01 2 16 5- 9 0.151 2 0.14 2 0.15 2 0.15 2 0.15 2 0.14 2 0.00 1 17 5- 8 0.128 2 0.11 2 0.07 2 0.03 2 0.07 2 0.13 2 0.01 2 �_.. RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page LJ Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 16 5- 9 A 6.57 2 6.59 2 6.60 2 6.61 2 6.62 2 -0.02 1 -0.01 1 0.01 1 0.02 1 0.03 1 ✓ 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 M 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 D 0.000 1 0.038 2 0.082 2 0.134 2 0.191 2 0.000 1 -0.011 1 -0.016 1 -0.013 1 -0.005 1 17 5- 8 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1. - 2.15 2 -2.15 2 -2.15 2 -2.15 2 -2.15 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 - 0.16 2 -0.19 2 -0.21 2 -0.24 2 -0.27 2 M 0.10 1 -0.01 1 -0.05 1 0.49 2 1.11 2 -0.93 2 -0.53 2 -0.05 2 -0.02 1 0.08 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.015 2 -0.009 2 -0.002 2 -0.014 2 ENVELOPE SOLUTION , AISC Code Checks Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc 1 1- 2 0.492 2 0.07 1 0.15 2 0.26 2 0.38 2 0.49 2 0.03 2 2 2- 3 0.381 2 0.38 2 0.25 2 0.12 2 0.08 2 0.21 2 0.03 2 3 3- 4 0.194 2 0.19 2 0.11 2 0.04 1 0.08 2 0.17 2 0.02 2 4 4- 5 0.169 2 0.14 2 0.07 2 0.02 2 0.10 2 0.17 2 0.02 2 5 5- 6 0.200 2 0.20 2 0.12 2 0.04 2 0.04 2 0.12 2 0.01 2 6 6- 7 0.285 2 0.27 2 0.15 2 0.02 2 0.14 2 0.28 2 0.02 2 7 7- 8 0.211 2 0.13 2 0.05 2 0.05 2 0.13 2 0.21 2 0.01 2 8 8- 9 0.164 2 0.16 2 0.09 2 0.02 2 0.07 2 0.14 2 0.02 2 9 9- 10 0.233 2 0.20 2 0.11 2 0.05 2 0.14 2 0.23 2 0.02 2 10 10- 11 0.391 2 0.21 2 0.08 2 0.13 2 0.26 2 0.39 2 0.03 2 11 11- 12 0.554 2 0.55 2 0.44 2 0.32 2 0.20 2 0.08 2 0.04 2 12 2- 11 0.320 2 0.30 2 0.18 2 0.05 2 0.18 2 0.32 2 0.02 2 13 3- 11 0.233 2 0.22 2 0.23 2 0.23 2 0.23 2 0.22 2 0.00 1 14 3- 10 0.086 2 0.07 2 0.06 2 0.05 2 0.06 2 0.09 2 0.00 2 15 4- 9 0.108 2 0.09 2 0.07 2 0.03 2 0.06 2 0.11 2 0.01 2 16 5- 9 0.151 2 0.14 2 0.15 2 0.15 2 0.15 2 0.14 2 0.00 1 17 5- 8 0.128 2 0.11 2 0.07 2 0.03 2 0.07 2 0.13 2 0.01 2 BINS, I Tim: I• :N ; NKhk6 March 29, 1996 SI.k\ ICES LPN Architects 1201 Fourth Avenue South, Suite 102 Seattle, WA 98134 Attention: Mr. Royce Berg Regarding: 96 -T -06 (Extended Stay America) Dear Mr. Berg: 4111 SE:131 \I1 111:\1 1 : -oil I I I St 1TE 503 SEv11i,i: It 1sii1 \CI'11\ !I010l (20ii) 1;11.11((1:1 1,1\:(21161 h21•97411 I IIS(11 111111,11 r ,w, 1 1 s1 111. 11;11' II(I \111.1 I,1 11 \6 \II'Ibt11 t I'a:1,1.1'nn \I' 11u111; ",1.1.1,1, "'1 11\ • 11111111 7, 1 1.11110 TMIV D APR 01 1996 COMMUNITY DEVELOPMENT RFA #96102 -06 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. All welding must be performed by WABO certified welders. Revise the .Structural Notes, Sheet S7. 2. Typically, there are walls centered between scheduled shear walls and they are shown on the foundation and floor plans. Provide a detail at these walls to show that they are not collecting shear forces. Clarify connection to and support at the foundation. 3. Apply the appropriate reduction to the shear capacity of the sill nailing to blocking or wall below column in the Shearwall Schedule due to the reduction in the depth of penetration per Section 2340.3.4. This connection would be inadequate, typically. 4. If particleboard is used in lieu of plywood, what is intended at Shearwall Type D? The shear value of this wall would be reduced according to Table 23- I -K -2. 5. Section E -7; shear forces are collected at the top chord of the premanufactured roof trusses then transferred vertically through 20 feet of plywood sheathing. The plywood nailing called out in the detail would not be adequate since forces are concentrated over this 20 -foot length. Panel edge nailing and intermediate nailing should also be specified. In addition, since the top and bottom chords of the premanufactured roof trusses are acting as drag struts, they must be specifically designed for this task. Provide a note on the drawings instructing the roof truss manufacturer how to design these trusses. 6. Section D -7; Clarify the nailing call -outs at plywood to assure that 10d @ 4" o.c. are provided at all panel edges. Additionally, the 10d @ 4" o.c. nailing called out at the 2x4 blocking to the wall top plate would not be sufficient to transfer the shear force into the wall below since only 80 feet of blocking is provided. March 29, 1996 Extended Stay America Page Two 7. We are concerned that the calculations to not consider the vertical distribution of seismic forces in the longitudinal direction as required per Section 1628.4. If forces are redistributed, a higher force will occur at the roof. Since Shearwall Type A is called out which utilizes GWB, the shear value must be reduced 50% per footnote 1, Table 25 -I. Please provide calculations verifying adequacy. 8. At the stair tower braced frames, the Foundation Plan needs to call out the size of the pad footings. Please forward a copy of this letter to the structural engineer of Engineers Northwest, 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. ry. al Kolke CLK:1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 96t06 ^1.doc ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601 -2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 1995 ICBO Evaluation Service, Inc. Report No. 2728 Reissued November 1, 1995 Filing Category: EXTERIOR COATINGS (060) DRYVIT OUTSULATION® EXTERIOR INSULATION AND FINISH SYSTEM DRYVIT SYSTEMS, INC. ONE ENERGY WAY WEST WARWICK, RHODE ISLAND 02893 I. Subject: Dryvit Outsulation® Exterior Insulation and Finish System. II. Description: A. General: The Dryvit Outsulation Exterior Insulation and Finish System is a five - component system that may be applied to ver- tical substrates of masonry, concrete, exterior plaster, water - resistant core gypsum sheathing complying with ASTM C 79 -92 and sound, unpainted wood -based sheathing complying as Exterior or Exposure 1 grade as noted in NER -108. The five components consist of an adhesive, molded expanded polystyrene insulation board, a woven glass fiber fab- ric, a base coat, and a synthetic plaster finish. See Figure 1 for typical installation details. B. Materials: 1. Dryvit Adhesives: a. Dryvit ADEPS Adhesive: Dryvit ADEPS adhesive is a premixed, fully formulated, water -based acrylic copolymer. Shelf life of the product is one year when stored in a cool dry location. b. Dryvit Primus /Adhesive: The Dryvit primus /adhesive is a copolymer dispersion with a quartz sand aggregate that is made to be mixed with Type I portland cement. Shelf life of the product is one year when stored in a cool dry location. 2. Insulation Board: The insulation board is a molded, rigid expanded polystyrene insulation board with a nominal density of 1 pound per cubic foot, flame- spread rating not exceeding 25 and a smoke - density rating not exceeding 450. The board is available in thicknesses ranging from 3/4 inch to 4 inches and in maximum widths of 24 inches and maximum lengths of 4 feet. 3. Dryvit Base Coat: The Dryvit base coat consists of one of the follow- ing base materials applied to the outside surface of the insulation board: a. Primus /adhesive mixture, which consists of primus /adhesive mixed in a ratio of one to one by weight with Type I portland cement. b. NCB base coat which is a fully formulated water -based product applied without the addition of portland cement. Shelf life of the product is one year when stored in a cool dry location. 4. Dryvit Reinforcing Fabric: The Dryvit reinforcing fabric is a bal- anced open -weave glass fiber made from twisted multiend strands and treated for compatibility with the other materials. The mesh weighs mini- mum 4.3 ounces per square yard with a 12 by 6 thread count. Other rein- forcing mesh types are available for use where supplementary impact resistance is required in accordance with the manufacturer's instructions. 5. Dryvit Finish: The Dryvit finish is composed of natural mineral aggregates and fillers, colored pigments and an acrylic latex emulsion. Shelf life of the product is two years when stored at 40 °F. C. Application: 1. General: All exposed edges of insulation board must be wrapped with the reinforcing mesh fully embedded in the base coat. 2. Substrates: The substrates are to be structurally sound, clean, dry and smooth, with all dust and deleterious materials removed. There are to be no planar irregularities exceeding 1/4 inch in a 4 -foot radius. 3. Adhesives: a. Dryvit ADEPS Adhesive: The adhesive is applied directly to the entire back surface of the insulation board as a continuous coating, using a U- notched trowel to produce a 1/4- inch -wide by 3/8 -inch- deep notch every 11/2 inches. b. Dryvit Primus /Adhesive: The adhesive is mixed with Type I portland cement in a ratio by weight of one to one and is applied to the entire back surface of the insulation board with a rounded U- notched trowel to pro- duce a minimum 1/4- inch -wide by 3/8- inch -deep notch every 11/2 inches. Dryvit primus /adhesive mixture is not for adhering to wood -based sheathing. 4. Attachment: The coated insulation board is immediately placed hor- izontally in a running bond on the substrate and slid into place. Firm pres- sure is then applied to the entire surface to ensure complete contact between the coated insulation board and the substrate. Board edges are abutted tightly. No adhesive is permitted between the boards. Temporary fasteners may be used, especially where contours exist, to ensure adequate contact between the coated insulation board and the substrate during the drying period. Care should be taken when removing the fasteners to avoid damage to the insulation board. Once the insulation board has been installed, a minimum of 24 hours must elapse prior to additional work on the surface. 5. Coating and Reinforcing Fabric: a. Base Coat: Using a stainless steel trowel or spray equipment, the Dryvit primus /adhesive mixture or the NCB base coat is applied to the entire exposed surface of the insulation board to a uniform thickness of 1 /16 inch. Up to 1 cup of water may be added to 5 gallons of base coat to enhance the workability. The reinforcing fabric is placed against the wet base coat and, by troweling from the center to the edges, the fabric is completely embedded. The fabric is continuous over corners and is lapped not less than 21/2 inches at fabric edges. b. Finish: After the base coat has dried a minimum of 24 hours, the Dry- vit finish material may be applied. The material is mixed with a high -speed mixer until a uniform workable consistency is attained. Clean water may be added to adjust workability in accordance with the manufacturer's instructions. The coating is spray or trowel applied directly to the rein- forced base coat and is leveled in the same operation. When the finish has gelled, the desired texture is achieved by a variety of motions with trowels or floats. The final nominal thickness is approximately 1/16 inch. See Fig- ure 1 for further details. D. Control Joints: Horizontal control joints are required at each floor line in wood - framed construction. Control joints must be installed as spe- cified by the architect, designer, builder or exterior coating manufacturer in that order. E. Wind Design: 1. General: Allowable transverse wind pressures based on systems installed in accordance with this report are set forth in this section. Adequacy of the framing system to resist the applied loads Evaluation reports of ICBO Evaluation Service, Inc., are issued.solcly to provide information to Class A members of IC110, utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specif 11 a i e ri an endorsement orreconunen- dation for use of the subject report. �+„ ADPRQVEThis report is based upon independent tests or other technical data submitted by the applicant. The ICIRO Evaluation Service, Inc., technical staff has reviewed the test results and /or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICJJ0 Evaluation Service, Inc., express or itnplied, as 10 any "Finding" or other matter in the report or as to any product covered by the report This disc7lr y of limited to, merchantability. E 1 5 AS NOTED ERTILDING DID t51 N Page 1 of 6 $ Page 2 of 6 Report No. 2728 must be investigated. Maximum allowable deflection of structural wail components is 1/240 of span. 2. Where the system is applied to complying wood -based sheathings, installed in accordance with Chapter 23 of the code, allowable loads speci- fied in the code may be used. 3. Where the system is applied to minimum 1/2 -inch -thick water- resis- tant core gypsum sheathing fastened to 35/8- inch -deep, minimum No. 18 gage.steel studs or nominal 2 by 4 wood studs, spaced a maximum of 16 inches on center, with minimum 15/8- inch -long, No. 6 self - drilling bugle- head drywall screws spaced a maximum of 6 inches on center, a positive wind load of 55 pounds per square foot and a negative wind load of 40 pounds per square foot, can be resisted. 4. Where the system is applied to the substrate described in Section II E 3 fastened to 6- inch -deep, minimum No. 16 gage steel studs or nomi- nal 2 by 4 wood studs, spaced a maximum of 16 inches on center, with minimum 15 /8-inch -long, No. 6 self - drilling buglehead drywall screws spaced a maximum of 4 inches on center, a positive wind load of 55 pounds per square foot and a negative wind load of 70 pounds per square foot, can be resisted. 5. Where the system is applied to the substrate described in Section It E 3 fastened to 35/8- inch -deep, minimum No. 16 gage steel studs or nominal 2 by 4 wood studs, spaced a maximum of 16 inches on center, with minimum 15/8- inch -long, No. 6 self - drilling buglehead drywall screws spaced a maximum of 6 inches on center, a positive wind load of 55 pounds per square foot and a negative wind load of 40 pounds per square foot can be resisted. 6. Where the system is applied to the substrate described in Section II E 3 fastened to 35 /6-inch -deep, minimum No. 20 gage steel studs with minimum 15/8- inch -long, 0.16 -inch panhead self - drilling screws with 0.43-inch -head spaced a maximum of 6 inches on center, a positive and negative wind load of 30 pounds per square foot for stud spacing of 16 inches on center and 20 pounds per square foot for stud spacing of 24 inches on center, can be resisted. 7. Where the system is applied to minimum 2.5 pounds per square yard diamond mesh metal lath that is fastened through minimum 1/2- inch -thick water - resistant core gypsum sheathing to 6- inch-deep, minimum No. 16 gage steel studs spaced a maximum of 16 inches on cen- ter, with minimum 15 /8-inch -long, No. 6 self - drilling buglehead drywall screws with 3/16 -inch- diameter rnetal washers, spaced 6 inches on center around the perimeter and 10 inches on center in the field of the sheathing board, a negative and positive wind load of 60 pounds per square foot can be resisted. 8. If in the system described in Section II E 7, 3.4 pounds per square yard metal lath, No. 18 gage steel studs and 0.16- inch - diameter minimum 15 /8-inch -long, self- tapping panhead screws at 6 inches on center are substituted, a negative and positive wind Toad of 50 pounds per square foot can be resisted. 9. When the system is applied to masonry, concrete or exterior plaster substrate, a negative wind Toad of 70 pounds per square foot can be resisted. F. Noncombustible Construction: 1. Primus /Adhesive Mixture as Adhesive and Base Coat: Application to walls required to be of noncom- bustible construction requires 35/8 -inch, minimum No. 20 gage steel studs at 16 inches on center, maximum. One layer of 1/2- inch -thick regular gypsum wallboard is installed vertically to interior stud flanges. One -half- inch -thick water - resistant core gypsum sheathing complying with ASTM C 79 -92 is applied to the exterior stud flanges horizontally in a similar manner except for joints being staggered from those of the interior wall- board. The sheathing and wallboard are fastened to studs using No. 6 dry- wall screws spaced 12 inches on center. Openings between floors and walls must be blocked with sating insulation. Openings in walls must be framed with No. 16 gage steel flashing. The rest of the construction is as described in Section II C of this report using Dryvit primus /adhesive as an adhesive and base coat. The insulation board is limited to a maximum thickness of 4 inches. 2. ADEPS Adhesive and NCB Base Coat: When ADEPS adhesive and NCB base coat are used, one layer of 5/8 -inch -thick Type X gypsum wall- board is installed with long dimension parallel to.studs on the interior face of minimum No. 20 gage steal studs spaced a maximum of 16 inches on center. One layer of 1/2 -inch -thick water- resistant core gypsum sheathing complying with ASTM C 79 -92 is applied with long dimension perpendic- ular to studs on the exterior face. The gypsum wallboard and sheathing are attached to the studs with No. 6 drywall screws 8 inches on center along the perimeter and 12 inches on center in the field. All joints are taped and along with screw heads, are covered with joint compound. The rest of the construction is as described in Section II C of this report, using ADEPS adhesive and NCB base coat. The insulation board is limited to a maximum thickness of 4 inches. G. Fire - resistive Construction: The Dryvit Outsulation System may be applied over exterior fire -rated walls required to be of combustible construction without affecting the hourly rating. The system may also be applied over exterior noncombustible nonload- bearing steel - framed gyp- sum wallboard wall assemblies of up to two -hour fire - resistive rating and over any concrete or concrete masonry walls, without affecting the hourly rating. H. Identification: Material containers are identified by the manufactur- er's name, address, the product.name and expiration date. Insulation boards are delivered in sealed polyethylene bags bearing the word "Out - sulation." Additionally, one edge of each board will bear the wording "Out - sulation ICBO ES Evaluation Report No. 2728 — RADCO," or the markings required for WSG board specified in Evaluation Report No. 4169 or for EWG board specified in Evaluation Report No. 4059. One board in each bag bears the same wording on each face. *Listing number and plant identification number of block molder. III. Evidence Submitted: Reports of tests in accordance with ICBO ES Acceptance Criteria for Exterior Insulation and Finish Systems, dated Jan- uary, 1993, reports of tests in accordance with U.B.C. Standards 7 -1, 8 -1 and 26 -4, application instructions, quality control manual for the insula- tion board and product brochures. Findings IV. Findings: That the Dryvit Outsulation® Exterior Insulation and Fin- ish System described in this report complies with the 1994 Uniform Building CodeTM and, subject to the following conditions: 1. Construction is as set forth in this report and the manufacturer's instructions. 2. The insulation board is separated from the building interior with a thermal barrier complying with Section 2602.4 of the code. 3. The insulation boards are identified as described in Section 11 H. 4. The system may be installed on walls required to be of noncom- bustible construction, provided there is compliance with Section 11 F of this report. 5. Installation is by listed contractors approved by Dryvit Systems, Inc. 6. Installation cards as shown in Exhibits A and B must be com- pleted by the EIFS applicator and the sealant installer, and pres- ented to the building official at the completion of each project. This report is subject to re- examination in one year. • Page 3 of 6 • Report No. 2728 Dryvll Insulation Board/ Layout Roof levol /Ughl Gaugo Framing DIB Parapot Cap Door Hood /Ughl Gaugo Framing Hollow Metal Framo Roof Lovel /Light Gougo Framing Metal Poropol Cop Flashing Window Jamb /Ughl Gougo Framing Aluminum Framo FIGURE 1- TYPICAL INSTALLATION DETAILS Page:4Vot6. Report No. 2728 Window Sill /Light Gauge Framing Aluminum Frame w /Integral Flashing FIGURE 1-TYPICAL INSTALLATION DETAILS— (Continued) INDEX NUMBERS 1. Dryvit finish. 2. Dryvit Insulation Board (DIB) 3, Adhere DIB to substrate with Primus /Adhesive or ADEPS Adhesive as appropriate. 4. Dryvit reinforcing mesh . embedded in Primus /Adhesive base coat. 5. Extend Dryvit reinforcing mesh, base coat and finish onto structural steel studs or track at panel edges. 6. Back -up rod and Dryvit- compatible sealant. 7. Solid substrate. 8. Structural steel studs. 9. Structural steel stud track. 13. Dryvit- recommended sheathing. 26. Double structural steel studs at door or window jambs. 40. Wrap Dryvit reinforcing mesh and base coat 2" minimum at underside of DIB. 41. Slope Dryvit System for positive drainage; minimum slope 6" in 12 ". 42. Metal cap flashing. 43. Dryvit- compatible sealant (with appropriate bond breaker). 44. Glazing system and shims. 45. Integral flashing by glazing manufacturer. 64. Backfill to grade as required. 65. Door, jamb and shims. 66. Roof flashing and counter - flashing. 67. Roof assembly. 70. Extend roofing membrane to underside of metal cap flashing. 72. Wood studs or floor joists. 75. Metal flashing as required by others. Page 5 of 6 Report No. 2728 Completion Date: - EXIIIPXr A- (EIFS CONTRACTOR NAME) THE EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW CONFORMS: TO (EIFS MANUFACTURER NAME) RECOMMENDED INSTALLATION ATION PRAer.LOES AND SECTION(S) OF ICBO ES, INC., REPORT NO. Address of Structure: Product Component Names: Adhesive (s) Fasteners (mech) Base Coat Reinforcing Fabric Finish Coat(s) INSTALLATION CONFORMS A. Substrate Type and Tolerance B. EIFS 1. Adhesive and/or Fasteners 2. Insulation 3. Reinforcing Fabric 4. Base Coat 5. Finish C. The information entered above is offered in testimony that the EIFS installation conforms with the EIFS manufacturer's installation methods and procedures, and the EIFS manufacturer's ES report. NOTE: An installation card shall be received from the Sealant Installer indicating that the sealant installation conforms with the EIFS evaluation report and sealant manufacturer's' installation methods and procedures must accompany this declaration. EIFS Contractor Company Name and Address: Signature of responsible Officer: Typed Name and Title of Officer: Telephone Number ( ) cc: Original: Building Department (test be submitted with sealant Copy: EIFS Manufacturer installer declaration.) Page 6 of 6 Report No. 2728 - E}a:13SZT B (SEALANT INSTALLER NAME) Completion Date: THE SEALANT INSTALLED IN CONJUNCTION WITH AN EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) INSTALLED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED BELOW CONFORMS: TO (EIFS MANUFACTURER NAME) AND (SEALANT MANUFACTURER'S S NAME) RECOMMENDED INSTALLATION PRACTICES AND SECTION(S) OF ICBO ES, INC., REPORT NO. Address of Structure: Product Ccmtponent Names: Primer (s) Sealers Bond Breakers Sealant Materials INSTALLATION CONFORMS A. Designer's requirements, details and instructions B. Sealant manufacturer's details and requirements C. Exterior insulation manufacturer's requirements D. The information entered above is offered in testimony that the Sealant installation conforms with the sealant manufacturer's installation methods and procedures, and the EIFS manufacturer's evaluation report. Sealant Installer Cc t any Name and Address: Signature of responsible Officer: Typed Name and Title of Officer: Telephone Number ( cc: Original: Building Department Copies: EIFS Manufacturer EIFS Contractor Sealant Manufacturer (Must be submitted with EIFS contractor declaration.) 862 FiRE RESISTANCE DIRECTORY FIRE RESISTANCE. RATINGS (BXUV)— Continued Design No. U311 Bearing Wall Rating -1 HR. Finish Rating -23 Min, Horizontal Section 1. Wood Studs —Nom 2 by 4 in., spaced 16 or 24. 0.C. Effectively cross•braced. 2. Furring Chennei— Resilient, 25 MSG galv steel. Furring channels spaced vertically 24 in. 0.C., flange portion screw attached to one side of studs with 1.1/4 in. long diamond•shaped point, double lead Phillips heod steel screws. 3. Wallboard, Gypsum•-5 /8 in. thick, 4 it wide. Screw attached one side to furring channels with 1 In. long, self•drilling, self•tapping steel screws spaced 12 in. 0.C., vertical joints located midway benveen studs and back•blocked with furring channels, attached with 1 in. long, self. drilling, self.tapping screws, spaced 12 in. 0.C., along each edge. Wallboard attached other side to studs with 1.1/4 in. long diamond•shaped point, double lead Phillips head steel screws spaced 12 in. O.C., vertical joints located over studs. Canadian Gypsum Co.. Ltd. —Type C. Colotex Corp. -Type FRP. Domtar Gypsum —Type 5. Georgia•PacifIc Corp.. Gypsum Div. —Type GPFS•C. Pabco Gypsum Co. —Type C or PG•C, United States Gypsum Co. —Type C or IP.X2. 4. Mineral Wool Batts*-3 in, thick sheets, supplied in 15 and 244n. widths, placed to fill inter{• or of wall, attached to the 4.in. face of tho studs with staples placed 24 in. 0.C. USG Interiors inc. United States Gypsum Co. 5. Joints and Screwheads—Wallboard joints covered with paper tape and joint compound. Screwheads covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer piaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 'Bearing the UL Classification Marking Design No. U312 Bearing Wall Rating -1 HR. Finish Rating -38 Min. 16' 0.C. 24' TOP AND BOTTOLI CF vaLL EFFECTIVELY FIRESTOPPEO • 11 Wood Studs —Nom 2 by 4 in„ spaced 16 in. 0.C. Effectively cross•braced. 2. Wallboard, Gypsum' -1/4 In. thick, 4 It wide. Attached to studs vertically with 4d common steel nails spaced 12 in. O.C., ends of boards attached to bearing plates with 4d nails, 1.1/2 in. long, 0.099 in. shank diem and 1/4 In. diem heads at each stud location. Joints centered over studs. staggered on opposite sides of wall. Colotex Corp, The —Type SF5 or 0. Domtar Gypsum —Type 7. Georgia•Paclflc Corp.. Gypsum Div. —Type GPFS5. Republic Gypsum, Co. —Type RG•5, Tomple•Intand Forest Products Corp. —Type .4, 3. Laminating Compound —Used to bond outer layer wallboard litem 4) to inner layer wallboard, casein base, powder type mixed with water in accordance with Instructions shown on bags. Applied to back surface of outer layer wallboard with caulking gun or applicator producing continuous beads of cement about 1/2 In. wide and 1/4 in. high, spaced 16 in. 0.C. and 2 In. ' from edges of boards. 4. Wallboard, Gypsum' -1/2 in, thick, 4 ft wide. paper or vinyl surfaced. Attached to Inner layer with laminating compound. Joints staggered 24 in. from Inner layer joints. Aher applying Iemi• noting compound, 1/2 in. wallboard attached to top and bottom bearing plates only with 6d cement-coated nails 1.7/8 in. long, 0.0915 in. shank diem and 1/4 in. diam heads spaced 6 in. 0.C. Colotex Corp. —Type FRP or 5F3. Domtar Gypsum —Type C. Goorgio•Paciflc Corp., Gypaum Div.—Type GPFS3. LOOK FOR MARK ON PRODUCT RECEIVED CITY OF TUKWILA MAY 1 7 1996 RM1T GENTER FR-SYSTEM 21" 411V4114,f,- 3/4 (19 rrim)14in. Gyp•Cre4e Gyp•Crete 'MO C2vt//<(. fiooR A53,67v, 03650/GYP Line 5015 1• 0 For sivei lie k, r to tests in Un rwriters Laboratories 171r62 Resistance Directog. 4.44 JOIST- 34 (19 rem) MK Gyp-Crete or Gyp•Crete ?MO V4 (19 nn) _ Tongue and Groove Parallel Chord Wood Truss 16' (406 rnrird Deep (MLn.) FR•CluiC• Channel Set a FIRE TESTS WOOD JOIST 3:4' (19 mm) 1.6n. Gyp-Crete or \••• 2 tr Str (16 7) Inerpoed Co Gs, 3/4" (19 nvo) Tongue and G•cove Plywood TJI? Joist TRUSS PLATE INSTITUTE • 3(4• it 9 orm) M1. GypCrete Gypi•Creft 341• (19 yr.) TongO'd Greche cl 2 Hour—PFS Design No. FC-I52 iNE.R.352) / \ Parallel Chord Truss 12' (205 rem) Deco 24 (010 nen) dr. Nu.) 1125 rrYrd Therrr.16.hoe Simpson CSC Clip 172 (13 rnm) Sheet-me FI•ocorie c Gypsum Board FIRE 6-, 1 H3W—U.L Design No. 1330, TX' TEsTs\-, ern.ite Trusa --see NS3.21) 3Jr—J.L. Design No. 1531. TMr''' TRUSWAL,SPACEJOIST' 54'119 nen) kirs Gsp•Crese •• " • Gre•Crtle 2CCO • ■•••• ??•54" PlystOd 541!" (16 rhm) Sheetroce Precede 'C' Gypsum Bound Resilient Channel FIRE 0 1 Hour—U.L. Design Has. 1528 • TESTS and 1529 TJL® TRUSS a-t•r. 9 mod Min. Gyp•Creee cr Gye-trase 2:03 5.4' (16 mm) Prozoci TJI.' Truss So' (16 rho+) PY.00.3 2' x 10' (51 254 rnm) Wood Joist 16 r***" (406 rnm o.e. Resilient Channel sir (16 rrurd Sheeroce Fireccde 'C Gypsum Board TrusGard- Protective Channel to yr (273 trynj hen DWG, GeoeuXd1 - Truss FIRE 0 2 Hour—U.1. Design N. ISM, TESTS L511, 15.16 WOOD JOIST TESTS SG' (16 ore) Types C. FCC or 1P.03 Gypesm Waltman! 1 Hour—No. FC378 ..., 1 Hour — UL Design Hos. FIRE Li) Gypsum board foremel dtel • L.501. L512, L537 Riedel Clwyd • L511.1514.1534.1..535 TESTS 2 LS115 Wr..rn Dowd renzied do•rel• I.= xxusral teal; • I.74 TESTS Level-1:16hr Selffleieeling Undetiaigiieriff,N - rotte„r,,, r •,,,..myZir*V.CMCJIATACIMear:tAlc%.": • Functiohr:n Interior unclerlarnerd.fccoohoretet sionoors; 47402:4)A-: bthfltk DeP41-i.Ct FO SNOW. Flow 5 trinutedet 70°E (212C)4,071,-.10tY.Xxvi:t.i:.477: . : Woddng limo 1 O'riiirititeS` it 70°F.(2tCatinWar'::::§c2e,''' 4talgt:!:( Initial Set 30 minuteset 70T - Flrial Set,.1: 2 hairs et 70°F (21?C)IMMArt!Mil4::&"T;.- • (14:coitsThlc-193)•.:(up to 5500 psi 37,1395 ....,Compressiver..‘klepto 3000 psi. 20,670Re 131: dat $trbrigths;';'; 11064500 ps 31,005 , 1 Hour--Wamoch Hersey Test IWIt1-694-029 Resilient Channel 1/2' (13 mod or SS* (16 mod Tre 0 Gypsum Board FIRE C) 1 Hour -U.L. Design No. L518, TJr• is Alterna le Joist - TESTS See NEB•148. PRECAST Floor Covering Stud l• • Gypsum Wallboard • 1/2' (13 Inn) a 7d4 (19 mod Gyp-Crels . • ,Uncicrtayrneots \ rout Kg Precast Concrete FiRE 0 2,3 and 4 Hour - U.L Design Hos. .1917,1919,M0, J924,1927, TESTS J431, 1957, 466, J941, J994 Thdthct Thickness' Cheri. Wood Subfloors .44 • •••••....t., .0,4 • "'" • Sithiftii&r 2.,:r.!,:,•:;:t4V Truss, or .1.r intryd.F1 thiekrieis /90 swingl!..4.4,1.›?;Fje.,,I. of uhciertaymentM issz'{is eirn) [ *40' 9Z o.c. (406:487 rrcn) 4!. (19 a •:;',■••:: 1.9'.32! (15 mrn) 2.724 o.c. (487,?, 610 mm)„1,,c25 any, A-04%N .,11•• •tihrm. •••;".4,.:C • 23132! (18 mei) 11 246. *. c. (406 Acousti-Mar PiTyperties ; • • Drying Conditions Continuous ventilation and adequate heat must be provided to rapidly remove moisture from the area until the underlayment is dry. The general contractor must supply mechanical ventilation and heat if necessary. Under the above conditions, a 3/4" (19 mm) thick Maxxon underlay - ment is usually dry in 5 to 7 days. Low temperatures and high humidity will lengthen the drying time. Testing For gypsum underlayments, com- pressive strength testing must be per- formed in accordance with modified ASTM C472 -79. For Level- Right°, field testing must be perforated in accordance with modified ASTM C 109. Before independent sampling, contact the Maxxon quality control department to ensure that proper procedures are followed. Acoustical Performance Maxxon Corporation has performed 34 different sound tests on Gyp -Crete° Floor Underlayment. Each was performed by recognized testing agencies over a wide variety of floor /ceiling assemblies. All 34 tests had sound ratings above the minimum values accepted by major housing codes. The acoustical performance of Gyp-Crete 2000 °, Therma - Floor and Dura-Cap® are similar to Gyp -Crete. See the sound ratings chart at right. Limitations During construction, general contrac- tor must place temporary wood planking over underlayment wherev- er it will be subjected to heavy wheeled or concentrated loadings. Maxxon underlayments are not to be used on or below grade, except over well- drained structural substrates. They should also not be used in areas that have prolonged contact with water. The typical maximum depth for gypsum underlayments is 3" (76 mm). For depths greater than 3" (76 mm), contact your nearest authorized dealer. Soioid Ratings — Tested Assemb lies Gyp -Crete • Batt ' ems cusp' : Ceiling • 4isuL on Chan. Drywall 3,4'(19 mm) 3'/2189 mm) Yes 1/2(13 arm) 3,4119 arm) No • Yes • 12 (13 mm) 1125 rrrn) • No No 1/7(13 mm) 314119 ram) 2'6164 rm) Yes . • 56116 mm) Wood Joust 34119 rim) No Yes 56116 mm) w/' /s (16 mm) 1125 arm) No No 12113 mm) Plywood l'/•135 mm) • 3'/i (89 mm) Yes 12113 rim) SuiAoor, 1' /' (35 irim) 3'/ :189 rpm) Yes 12113 mm) 2' x 10' 34119 min) 3'6169 mm) Yes 12113 arm) (51 mm - 314'(19 ram) No • Yes • • 12(13 mm) 254 mm) Joist • 1'/.(35 mm) • 3'/i (89 mm) Yes 12113 mm) 1' /. (35 mm) - .31/2189 mm) Yes 12113 rrrn) 314119 ram) 31/2(89 rrrn) Yes 1/7(13 mm) 1'/.(35 ram) No Yes 12113 mm) 1'/.(35 mm) No No 12113 mm) Wood Joist 1'/138 rim) 31/2'(89 rrrn) Yes 56116 mm) wP /4' (19 mm) OSB Sub1ax, 11/2'(38 mm) 2'x10'(51 mm - 254 mm) Joists '/. (6 mm) Acousti -Mat' Floor Rating' :Jest s?# Covering ` Number None 60-STC •1t8116 None 58-STC = 'TL.t31.17:3 None 50•STC Tt.81 19 Carpet & Pad 79.110 ; _ 5- 761 -23 Carpei & Pad 751)0 Carpet & Pad 56410 ; N1616 1 Foam-Back Parquet 55-1IC lN81 -11 Parquet 51-110 ;'.IN81.12.1 Ctshioned Vny1 554IC Cushioned Vnyl .. SatIC.; +; It38t3, Vnyi ComPosEon Tao 51-IIC • • Vny1 514IC 11,16.111.4 Vnyi 49-IIC ' • It381` -2 • G l u e d • 51.110 i -10 `1 Data Glued Carpet 46-IIC - irsista .7 Vrryi 56-Fl)C 2.4143 90-0156.6 3'! (89 rpm) Yes 5$116 ram) None 56 -FSTC 4143 9041558 Wood Joist 1'/:138 mm) Ye Yes 56'(16 mm) Ceramic Tae 574IC IN88 -2 w /' /. (16 mm) Plywood Subtlety, 2'x10'(51 rrrn - 254 mm) Joists, 'h* (13 mm) Enkasonicv Wood Joist 314119 mm) 31/2'(89 mm) Yes 56116 ram) Wood Flooring 53-FlIC 4143 w/' /.(19 ram) 90 -01562 058 Sublioor. 2'x10'(51 mm- 254 mm) Joists • TJLeTruss w /' /. (19 ram) PtYwcod Subfloor TJ)9 Joist w/' /.' (19 mm) T & G Plywood Subfloor Truss Plate Institute wP/. (19 mm) T & G Cniented SrandBoad, '/i (13 am) 3'4'(19 mm) 34'(19 mm) 1'(25 mm) 1'(25 mm) 314119 mm) 314119 mm) 314119 rpm) 3'4'(19 rrrn) No No No No 1'(25 mm) No 1'(25 n ) No Yes Yes No No Yes Yes Yes Yes 56116 mm) hone 56116 mm) Cushioned Vrryl 56116 mm) None 56116 mm) Cushioned Vrryi 12113 mm) None 1/2' (13 mm), 2 Layers None 12' (13 mm) Carpet & Pad 12' (13 mm), 2 layers Carpet & Pad 62 -FSTC 5 -935 • 61-110 5-905-2 51 -FSTC 5.905.1 524IC 5-905-3 59-STC Ta81 -105. 58-STC 7L81.106 54-IIC 1N81.20 54-110 IN81 -23 1 W(38 mm) Yes 1'/ (38 mm) Yes Yes Yes 56116 mm) None 59-FSTC 87-729-13 56116 ram) Carpet & Pad ' 83-FlI0 87-729-7 o A558'M8L _.._ • • Truss Plate ((' /a'" Institute r 34'(19 arm) w!' /. (19 mm) L 314'(19 mm) T & G Plywood 314119 nm) &door No No No Yes Yes Yes 5'8'(16 mm) (V I NN % : c 58 -FSTC 6 -442 -5 56116 mm) Carpet & Pad .j(- 74 -IIC 6.4123 : 58116 mm) Cushioned Vrryi 53-110 6142.2 : b a (waft -ifelt.1 MR) Concrete 12'(13 mm) No 12113 arm) No wo ne NOne .,u r L PtJ 5 wu 1 No No Cushioned Vny1 66-110 5696 -1.1 No No Direct Glued Cag tC EW2 D 5-896-21 CITY OF TUKWILA...:: *NOTE: FSfC — Field Sound Transmission Class in attlntulee with ANSVASTTI E336 and E413. STC — Sound Trut mioiun Ciao in :ktitxd.anse with AST) E40 and E413. IIC — hnicwt Insulation Class in aecontanee with ASTNI E4'J'_• F1IC — Field Imiu_i Insulation Class in accordance with ASTM CIIX17 and E9S9. All iou.t.a) testing was done by Riverhlnk Testing Laboratories; Int.u. Ina: or Twin City Tcving Cmitrltilal. hex pp: of fluor covering used. charnel sluing and olh:r infortmion, ant:kt \fatten fix teat npoMa by nunter. t r 1:tvJ atustical performance. the sel.t i,'ii or :I t1nrkeiling system attaining a mininwm H) STC and 11C is mmend d Syvnn::ulainin_ ratings loss than 55 SIC and IIC pnwiJe only nurginal av t li.:t perform:i ce. the !■• Ia\ ,wi tIoLr. llnkriavn x-nLs an: but one c 11npu ttent of an elis Lire sound snlu,l systeon. No Nouns loluol system is kiter than its we:t...l 1.411ponent. Can must I' taker) in the in.iallat.al of all onllpon.uts 111c nstrutil al to assure to uItir me designed ; nsnal i \'r1, 4111.0 0:. MAY 1 7 1996 PERMIT CENTER • wood stud wall applications Single Wood Stud with Resilient Channel Wall System STC Test No. Construction Description Fire Test 56 W0569 Single wood studs, resilient channel; double layer' /' type 'x' gypsum drywall each side; one thickness, 3'/ thick Wood Framing Batt Insulation f if if i i tlif itif ititititi t7itilif iti OSU T -3127 52 W0669 Single wood studs. resilient channel; single layer' /' type 'x' gypsum drywall one side. double layer other side; one thick- .• . £ •• • . n.:. In I on til+ liti�►!!+tilil+Tit+ldil ►: ►'itif itifi' WP3230 t Single wood studs. resilient channel; single layer s/7 type 'x' gypsum drywall each side; one thickness, 31/2' thick Wood Framing Batt Insulation litilitit ►�'itifitififififil►�!ilitititJ OSU T -3127 46 W0769 Single wood studs. resilient channel; single layer' /' type 'x' gypsum drywall each side; one thickness, 3'/7 thick Wood Framing Batt Insulation ► it+ titilr ►!itititititifitilti+!ititifitJ Single Wood Stud Wall System STC Test No. Construction Description Fire Test 45 W2569 Single wood studs 16' o.c.; double layer 1/2' type 'x' gypsum drywall each side; one thickness. 31/2' thick Wood Framing Batt Insulation tififitit� ►!ifitdititiGtil ►a!ititifiG UL U305 40 W2469 Single wood studs 16' o.c.; double layer ' /7 type 'x' gypsum drywall one side; single layer other side; one thickness, 377 thick Wood Framing Batt Insulation fitiGtil� ►'ififititititilil.�!itifititJ 39 W2069 Singe wood studs 16' o.c.; single layer' /;' type 'x' gypsum drywall each side: one thickness, 31/2' thick Wood Framing Batt Insulation tilititd� !ilitifilititil+l►�IififitiG 36 OCF423 Single wood studs 16' o.c.; single layer 5/,' type 'x• gypsum UL U305 11 drywall each side: one thickness, 31/2' thick Wood Framing Batt Insulation fifiti till l :H,Iifififitifil►!!itifitil. • Rating is estimated from tests using thinner assemblies or fewer layers of gypsum drywall. Specific test references are available and will be provided upon request. t Listed in the Gypsum Association 'Fire Resistance Design Manual' 10 r; RECEIVED CITY OF TUKWILA MAY 1 7 1996 PERMIT CENTER FIRE RESISTANCE DIRECTORY 859 FIRE RESISTANCE RATINGS (BXUV)— Continued Pabco Gypsum —Types C, PG.3, PG•4 or PG•C. Republic Gypsum Co.—Type RG -1, RG -3, or RG.4. Temple•Inland Forest Products Corp. —Types T, VPB•Type T. Stendard Gypsum Corp. —Type SGC or SGC•G. United States Gypsum Co.—Type C. )P -X1, IP.X2, SCX, SHX. WRC or WRX. Weyerhaeuser Co.. Gypsum Div. —Type DDN1, DDG2, or DC1003. 2. Sheathing -1/2 in. thick exterior gypsum sheathing, 24 in. wide sheets. T&G edges. Min weight of sheets 1800 lb per 1000 sq ft. min thickness 0.480 In. Attached to studs horizon. tally with 1.3/4 in. long, 1 Id, 7/18 In. diam flathead gaty roofing nails spaced 6 in. O.C. Vent• cal joints located over studs and staggered between adjacent rows. 3. Corrugated Wall Ties -3/4 in. wide by 6.5/8 In. long, 20 MSG gely steel. Attached to each stud with 2.3/8 in. long 8d cementcoated nails, every sixth course of bricks. 4. Clay Face Bricks -2.1/4 by 3.3/4 by 8 In. with cored holes, laid in full bed of monar 3/8 to 1/2 In. thick consisting of three pans of clean sharp sand to one pan of por.Iand cement (Pro- portioned by voi) and 15 percent hydrated lime (by cement vol). •Bearing the UL Classification Marking Design No. U304 Bearing Wall Rating -1 HR. Finish Rating -29 Min. 1•12•0c.{.trac.-1 --•-- 24• --{ i41•L1111MAINIE_:t111111111s111111E_t_Lr11111a Top and Bottom of Well Effectivity FirestoppW 1. Wood Studs —Nom 2 by 4 in., spaced 12 in. 0.C. 2. Bearing Plate —Nom 2 by 4 in. • 3. Wallboard. Gypsum —Y, in. thick regular wallboard 4 in. wide to cover studs. 3'/. in. wide to cover double bearing plate, and 1'/, in. wide to cover single bearing plate. Attached to studs and sides of bearing plates with 6d cement coated (cooler) nails spaced 6 in. from each end and 12 in. 0.C. Strips attached to studs on alternate faces to produce staggered stud arrange- ment. 4. Wallboard. Gypsum' —' /, in. thick, 4 ft wide. Attached to alternate studs with 8d cement coated (cooler) nails spaced 8 in. 0.C. Joints centered over studs, staggered on opposite sides of wall. Canadian Gypsum Co., Ltd. —Types SCX, SHX, WRX. United States Gypsum Company —Types SCX, SHX, WRX. 5. Joints and Neilheeds— Wallboard joints covered with paper tape and joint compound. Nail. heads covered with joint compound. 6. Laminating Adhesive —Used to bond outer layer of hardboard (Item 7) to Inner layer of in. gypsum wallboard. Neoprene base general purpose panel adhesive. Applied to back surface of the outer layer of hardboard with caulking gun producing continuous beads of adhesive about '/. in. wide. '.4 in. along the edge of each board and 3 in. long horizontal beads spaced 6 In. apes, spaced vertically 16 in. 0.C. 7. Hardboard — Service grade, 48 in. wide. Min thickness 0.220 in., max thickness 0.265 in. Min density -50 pcf, max density 60 pct. Attached vertically over Inner layer of '/. In. gypsum wallboard (Item 4) with adhesive and 4d finishing nails spaced 24 in. 0.C. along the end of the vertical edges. 'Bearing the UL Classification Marking Design No. U305 Bearing Wall Rating -1 HR. Finish Rating—See Item 3. )6e0.C. T 16. 0.C. 2x4's 1irestopped 1. Naliheads— Exposed or covered with joint compound. 2. JoInts— Exposed or covered with fiber tape and joint compound, except where required for specific edge configuration. For tapered, rounded-edge wallboard, joints covered with joint compound or fiber tape and Joint compound. As an alternate, nom 3/32 In. thick gypsum ve- neer plaster may be applied to the entire surface of Classified veneer baseboard. Joints rein- forced. 3. Wallboard, Gypsum•-5/8 in. thick wallboard paper or vinyl surfaced, with beveled, square, or tapered edges. Wallboard nailed 7 in. 0.C. with 6d cement - coated nails 1.7/8 In. long, 0.0815 In. shank diem and 1/4 in. diem heads. When used In widths of other than 48 In., wallboard is to be installed horizontally. LOOK FOR MARK ON PRODUCT 860 FIRE RESISTANCE DIRECTORY FIRE RESISTANCE RATINGS (BXUV►— Continued Canadian Gypsum Co.. Ltd. —Types SCX, SHX, WRX (finish rating 26 min). TYpe C (finish rating 26 min). Cstotex Corp. —Type 1. Type SF3 (finish rating 20 min), Type A (finish rating 21 min). Type 6 (finish rating 20 min), Type C (finish rating 21 min) or FRP. Domtar Gypsum —Type C (finish rating 28 min), Type 4 (finish rating 26 min), TYDo' 5 (finish rating 28 min), Type 6, Type 8 (finish rating 23 min) or Type 9 (finish rat. - Ing 26 min). Georgia-Pacific Corp., Gypsum Div.—Type GPFS1 (finish rating 20 min), TYDe; GPFS2 (finish rating 20 min), Type GPFS3 (finish rating 20 min), Type GPFS4 (fin. j ish rating 20 min), Type GPFS6 (finish rating 26 min) or Type GPFS4 (finish rating ; 20 min.): Gold Bond Building Products —Type FSW (finish rating 20 min), Type FSWG (finish; rating 20 min). Type FSW2 (finish rating 24 min), Type FSW3 (finish rating 20 min), Type FSW4 (finish rating 20 min), Type FSK (finish rating 20 min) or FSK•G (finish rating 20 min). James Hardie Gypsum —Type Fire X (finish rating 26 min), Type Itt or iV (finish rat-1 ing 20 min), Types V, VI, VII, VI•WG, VI•ISH (finish rating 23 min). Pabco Gypsum —Type C, PG.2 (finish rating 20 min), PG.3 (finish rating 20 min), pG. 3W (finish rating 20 min), PG-4 (finish rating 20 min), PG.6 (finish rating 23 min), PG•3WS (finish rating 20 min). PG.C. Republic Gypsum Co. —Type RG.1 (finish rating 20 min), Type RG.2 (finish rating 20 , min), Type RG•3 (finish rating 20 min) or Type RG•4 (finish rating 26 min), Type • RG•6 (finish rating 20 min). Standard Gypsum Corp. Type SGC(finish rating 20 min.), Type SGC•3(finish rating 20 min.) or SGC•G(finish rating 20 min). Templs•Inland Forest Products Corp. —Types T (finish rating 20 min), VPB•Type T (finish rating 20 min), WR•Type T (finish rating 20 min), Type T SHTG (finish rating 20 min), FRX•8, VPBX.6, FRWRX.6. Three Rivers Gypsum, Inc. —Type 3113 (finish rating 20 min). United States Gypsum Co.—Type SCX (finish rating 26 min), Type C (finish rating 28 min), Type WRX (finish rating 26 min), Type WRC (finish rating 28 min), Type D (finish rating 23 min). Type IP.X1 (finish rating 28 min), Type FCV (finish rating 28 min). Type IP.X2 (finish rating 26 min). Type SHX (finish rating 28 min) or Type SHC (finish rating 26 min). Weyerhaeuser Co.. Gypsum Div.—Type DDN1 (finish rating 20 min), Type DDG2 (finish rating 20 min), Type DOW3 (finish rating 20 min) or Typo D0003 (finish rating 20 min). 4. Steel Corner Fasteners — {Optional} —For use at wall corners. Channel shaped, 2 in. long by 1 in. high on the back side with two 1/8 in. wide cleats protruding into the 6/8 in. wide char- nel, fabricated from 24 gauge galv steel. Fasteners applied only to the end or cut edge (not along tapered edges) of the wallboard, no greater than 2 in. from corner of wallboard, max spacing 16 in. 0.C. Nailed to adjacent stud through tab using one No. Bd cement-coated nail per fastener. Corners of wall board shall be nailed to top and bottom plate using No. 6d ce- ment-coated nails. 5. Batts and Blankets•— (Optional, Not Shown) glass fiber or mineral wool insulation. Owens — Corning Fiberglas Corp. USG Interiors Inc. United States Gypsum Co. 'Bearing the UL Classification Marking. Design No. U306 Bearing Wall Rating -1 HR. Finish Rating -20 Min. --- -16 "0.C. 16 "0. C. 2x45 firestopped 1. Naitheads— Exposed or covered with joint finisher. 2. Joints of Exposed Boards — Exposed or covered with fiber tape and joint finisher. 3. Wallboard. Gypsum' —% in. thick gypsum wallboard, applied in two layers, the first layer of boards placed vertically and temporarily nailed in position, the second layer coated with glut applied against the first layer and nailed to studs 8 in. 0.C. at edges of boards and 8 in. 0.C. at Intermediate studs with 1'4 In., 6d, cement coated nails. Georgia-Pacific Corp.. Gypsum Div. —Type "GPFS1." Weyerhaeuser Co.. Gypsum Div. —Type "DDG2." 'bearing the UL Classification Marking LOOK FOR MARK ON PRODUCT ll ••• and 2 In., lel fasten. FIRE RESISTANCE DIRECTORY 931 FIRE RESISTANCE RATINGS (BXUV)—Continued Design No. U489 Assembly Rating-1 Hour Non-Bearing Wall 2 4" (600mm) 111111111111 MAWN.W.V.WI WelaWAWM AVM • • CEILING 0 HORZ. SECTION o I Ft.00R I. Floor and Ceiling Runners—"J" – shaped, 2.1/2 In. wide with unequal legs of I in. and 2 in.. . 25 MSG fabricated from 24 MSG galv steel. Runners attached to structural supports with steel fasten. 8 in, less ars located not greater than 2 in. from ends and not greater than 24 in. OC. 2. Steel Stude—"C.1-1" shaped studs, 2 - 1 / 2 in. wide by 1.1/2 in. deep, fabricated from 25 MSG tat 24 in. galv steel, spaced 24 in. or 600 mm OC. Venically restrained walls require studs to be cut 3/ id panels 8 In, less than floomo-ceiling height. ing bugle 3. Gypsum Wallboard'-1 In. thick gypsum wallboard liner panels, supplied in nominal 24 in. or 600 mm widths. Vertical edges inserted in "1.1" shaped section of "C4-1" studs. Free edge of end panels attached to long leg of "J" runners with 1.5/8 In. long Type $ self-drilling, self.tap- ping bugle head steel screws spaced not greater than 12 In. OC. tuda and Canadian Gypsum Co.—Type StX, United Slates Gypsum Co.—Type SLX inx. 4. Gypsum Wallboard•-5/8 in. thick, 4 ft or 1200 mm wide, applied vertically and attached to studs with 1 in. long Type S steel screws spaced 12 in. OC along the edges and in the field of the boards. V, 10.X1, Canadian Gypsum Co.—Type C Georgie•Pacific Corp.. Gypsum Div.—Type GPFS-C. d cavity. Pabco Gypsum Co.—Type C or PG.C. United States Gypsum Co.—Type C. P.X2 or WRC. 5. Batts and Blankets•—{Optional)—Mineral wool batts partially or completely filling stud cavity. USG Interiors, Inc. United States Gypsum Co. 'Bearing the UL Classification Marking lasted eturn. ). lees • sup- and long, cen- two und Design No. U470 Nonbearing Wall Rating-1-1/2 HR. 24 • 11 re Sine lien Horisontal Section Ceiling floor 1. Studs--Channekheped, nom 2.3/4 In. wide and nom 2 In. flanges with 1/4 In. lips. Febricat- LOOK FOR MARK ON PRODUCT 1 City of Tukwila Department of Community Development it 10, 1996 Mr. Royce Berg L.P.N. Architects 1201 - Fourth Avenue S. Suite 102 Seattle, Washington 98134 Re: Extended Stay America, building permit application # B96 -0075 Dear Mr. Berg: John W Rants, Mayor Steve Lancaster, Director The initial plan review by Tukwila Building Division has been completed. The results of this review indicates that clarifications and /or additional information will be required to show compliance with Tukwila ordinances. The following comments are applicable: 1. Re: detail 16/A -1.1 - Van accessible parking stalls are required to be a minimum of 96- inches in width and shall have an adjacent access aisle not less than 96 inches in width. The boundary of the access aisle shall be marked so that the aisle will not be used as parking space. In the case of the van accessible parking stall the boundary of the access aisle for a width of 96 inches needs to be shown. 2. Details related to the access ramp for physically disabled persons are not included in the structural drawings as referenced on sheet C -4.0. Provide details to describe design and construction of this ramp to show compliance with the specific requirements for barrier free access ramps per U.B.C. Chapter 11. 3. An accessible route of travel is required to serve all portions of the proposed 3 -story hotel. Consequently, accessible means of egress shall be provided in the same number as required for exits by U.B.C. Chapter 10. Refer to Section(s) 1104.1 through 1104.2.5 and propose a method for meeting the requirements for egress and areas of evacuation assistance. Note that among other requirements there is a specific requirement for a minimum clear width of 48- inches between handrails at exit stairs adjacent to areas of evacuation assistance. 4. In addition to the requirement for accessible guest rooms additional sleeping rooms or suites for persons with hearing impairments shall be provided in accordance with U.B.C. Table 11 -D. Required sleeping rooms for persons with hearing impairments shall have visible alarms complying with Section 1106.15. Such rooms shall have installed telephones complying with Section 1106.14.3, and an electrical outlet installed within 48- inches of the telephone 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Mr. Royce Berg B96 -0075 April 10, 1996 Page 2 4. (cont.) ... connection. Such rooms shall have devices separate from the visible alarm system which provide visible notification of incoming telephone calls and door bell actuation. Please identify the rooms that are to be designated for the hearing impaired, and provide details or notes to the plans to specify the requirements of the referenced sections. 5. All guest units are subject to the requirements of the Washington State Indoor Air Quality Code. Since no mechanical drawings have been included with the building permit application documents, it will be necessary to specify on the architectural drawings the proposed method for source specific exhaust ventilation and proposed method for outside air supply. This information should include the method of providing ventilation shafts to the exterior of the building. 6. The listing(s) for various fire rated wall and ceiling assemblies are noted on the wall sections. A copy of each listing is required to be included with the plans for the record and for inspection purposes. 7. The exterior exit balcony is required to comply with the fire resistive requirements of U.B.C. Section 1005.7 with consideration to exception #3. Consequently, the ceiling material over each balcony and the roof above the third floor exit balcony must meet this requirement. 8. The stair tower section on sheet A7.2 shows a perforated vinyl soffit material over 1x4 wood stripping. This is an extention of the required one hour roof /ceiling assembly on the main portion of the building and therefore it must provide the one hour fire resistive protection that is required throughout. 9. Washington State Energy Code data needs to be clarified. Documents submitted with this application have proposed compliance by the prescriptive approach. However, the construction details do not indicate the installed insulation values necessary. Please review Washington State Energy Code Table 6 -2 (climate zone I, other fuels) and include necessary information on the plans. 10. The code requirements for draft stops has been correctly stated on the building cross section 2/A7.1. However, proposed locations for the draft stops should be established (on the plans) during the plan review process to show compliance. If this is not done at this time the locations, number of draft stops and sequence of installation may be left to the discretion of the field inspector. Mnwps :vnn.:YiMw.�a(fOrtw..�nv.[wr.n. Mr. Royce Berg B96 -0075 April 10, 1996 Page 3 Please review the listed comments and respond in itemized letter form. Resubmit two copies of revised drawings or additional information as required. If you have any questions you may call this office, weekdays, between 8:30 AM and 5:00 PM. Inquires regarding the status of your application should be directed to the permit coordinator. Sincerely, TUKWILA BUILDING DIVISION Robert Benedicto, Sr. Plans Examiner cc: file /fldr. CITY OF TUKWILA CITY RECEIVED TUKWILA Department of Community Development MAR 2 81996 Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 PERMIT CENTER Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 27 MARCH 1996 PLAN CHECK/PERMIT NUMBER: B96 -0075 PROJECT NAME: EXTENDED STAY AMERICA INN PROJECT ADDRESS: 15451 53RD AVENUE SOUTH CONTACT PERSON: ROYCE A. BERG PHONE: 206- 583 -8030 REVISION SUMMARY: SUPPLEMENTAL SOILS ADDENDUM DATED, 14 MARCH 1996 BY GEOENGINEERS TO ATTACH TO SOILS REPORTS DELIVERED EARLIER FOR PERMIT. P64)0c. 3 a� Iq co . (Jf3 Gove one cne �-c) RwD 30IGcv. SHEET NUMBER(S) SEE ATTACHED TWO (2) COPIES OF ABOVE MENTIONED LETTER. "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: SHELLEY BATES MAR 2 8 1996 COMMUNITY DEVELOPMENT 3/19/96 c City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director March 25, 1996 Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 503 Seattle, WA 98104 Regarding: 96 -T -06: Extended Stay America (B96 -0075) Dear Crystal Kolke: Please do structural review per U.B.C., 1994 Edition. Sincerely, ‹JJAA12,6_4 Totw- Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 • NORTHWEST EXTENDED STAY INN TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS March 20, 1996 ENW Job No. 96052000 CODE: 1994 UBC WIND: 80 MPH, EXPOSURE C SEISMIC ZONE: 3 CONTENTS: ROOF FRAMING R1 - R2 FLOOR FRAMING & FOUNDATION F1 - F4 LATERAL L1 - L19 16900 ICALVI J � � ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7560 FAX (206) 5226698 RECEIVED CITY OF TUKWILA MAR 2 2 19% PERMIT CENTER ENGINL -CRS- NORTHWEST IY4C. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 Joe No. _JOB NAME E)(TENO,Ep .fTAY /NN SUBJECT jg00r LOADJ d- OE!l6N DL Co, u SH INGLES 10 3 /yCOC 2.3 TRUJJEJ e 2Y vc 2. S f -30 /NJaL /. % 34 ,C we 2.8 Mta 2,7 got _ /s-.o p.f LL DATE SHEET / OF Z BY T: �" yS pJ? :No ,,//JICIFT)NC rtr= yar)!i 1 1 1\ 1 1+ I It) 1 . 1 7yop FTlr 22' 6.r' =S+ /SovERNNN6 Z Po pi ExTE21or w/aLL 1.EPCT1oM = yo(2J'.r)/z = 7Yo',IF(2XY e 22- I NTE/trort WAIL rirACT1oN = Yo (S7) — Z ("Yo) r you p.Cf ( axe ca p r 0.7ykIt hi Eli vz' J . CAJE / .0 = c 0.7Y /f.f*f L 1 1 1 11 o.-r..r (6)= 2.z2k $--6 2.,2z)c z.2.2 k P17. 0.7Y (6)4, = 3.33 hi /.r(z22) = 30.s- /./S(0.09 -) Y to r9F dz Ar -,.,(= 32.Y'- At Td _ 3.3x) = o, rY /ti c a. pr ✓ 7y cAJF z .1=3' R= o.,ti (3) : /,rl -z Ater r (loll ) .L 1.13- (0.01r) yXj, OFtIZ A07,4= 2Sraz ENGINL-ERS— NORTHWEST (Cli C. RS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 JOB No SUBJECT Joe NAME nerkwor'9 .1779Y /'•J•4 (our filArt—tis/C (oar ?E#9f ca rn/rIty T0w(&' ,e-z /6 W (ts+zs) 2F ::: 0, k2P 0.4-)(/‘) z /AZ h s/s, /34 ct.c cf /ell (it) ft, Y.Y1' (,,$) 0.017 61 0./iT DATE SHEET /..1 OF BY To L. auoF e eivEr-avny guru- : 22-f kir_Ortzr) /3 o.zt kit 2. z •S'‘ h 3 le K/7 Clt3 Oa) 2.0 hi.' C. Z i y 9 t� ENG 1 N -cRS - NORTHWEST 1(,.C. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Joe No SUBJECT JOB NAME Es rgwn,EO .rfAy /NN FLooa ors/C" /NT£It/OTZ oc. CA/tPET J- Pl o I.O M1 /%t cum a(Lw) /Y ?/y CQX 2.3 TRuIJ P zy' z, v 9e 'G wS 2.8 2 Y bit r;F f_ xrf.2/oR e ///r14 /02 DATE SHEET F► BY T,.L. LC- = yo 1.� F c /NTc/tio 2 OF y VI 2. 37S corfc Z3 'oil (i v£.) LL = /00 ?Jr f'T£2 /42 wf4GkwAYJ /y T2ulir./ 2.0 VINY(. r F 2. i1 /lc 3 ! (JJ @ wRLit Wit y C/?JF be_ + LL ON wALh J- /NTC/t/02 C ii, 1-44,0 oN eJer.r4/02 ventL) (= Of( 21)/1-z t 131(s)zy.s = /,y3IT.[t 22 131111? 1111,, , , (Y elf e : h y3 kir CRJEGJ bL +LL oN /NTt/2/Vlt. of ONt.y ON 1✓l?Ll(, ('Noe LOAo e /NTF2.# wAlt) K= �Y(V.)t31(r) — cY(tz)jt + (s)LY.s = 0, 6, la, ZZ 31 PIP cYIv? ■ 2Z' R= MI ILO (Ep .n or ) �-- 1,31 f!9 L f� ENGIN-cRS— NORTHWEST P.S. I:riC. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Joe No. SUBJECT JOB NAME j-L•oYZ PEI/6N (CUNT) E, F_ N0 i_'I7 17-AY /n/./ TY"/CAL. CEAetln/C WALL E QLOG ►✓ALL tilt = / 0 pJ f R►oF 2.-•i i 3..4 FMK Flfur LE✓eL n = O.Yo + Z (/.74)) + o.o1(Z1" ) WAIL —) FT-6 id/027H - 3. e s 0.94 ' - /' kf.F DATE SHEET f2 OF BY Pt2 ij 7 of CFOTFCN STwos L! /c 'oc ) l2 = 3.4,Y 0.33) = s, // k 2x6 of tt = 96 FCE = o.3 ( /600 ) /.S7 FL = /.30 r I + /.J�3 — I l 14 1,4-.3 1Z — (.5743 = /.0Z h.)4: O. ZS" it (Pervr C /of Et % _ 96 /7S ss 2 (o,YS) V' z (o. YT) sal h 0.62 %tj: < /.oZ hfi 8.25 �G -L e.. PLATE = O. ‘Z k t ■ C 0 •63 k,t .. ok. (pp/fTE C2NJHING NOT A /'nOR?CEm) .� .w_._ ......_.—.-...,.»..............,, rw,«..+ s.... u.,... w..:+ aw.... wwe....,,... xt,.. w,,:,, n+,.. m.,«».,.,...+..,. ww+,..« «+. +n,.......,........,x ««,.... ENG I N ERS - NORTHWEST h4C. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Jos No SUBJECT JOB NAME rxrrwoi o J<AV /N/1/ DATE F RArA1 KG (co'T) SHEET F3 OF BY T•• 3 rel. J- 2 hr( LEVEL / £A ,2,frtJ v/ /u Aieurn2y Frtrr‘ dive C,EvEL ONLY NON - 1TACk /NG j)JT / '-IJ Del/C"£0 1. feign 4"rrty. CHlE / .C= CAJE 2 =3r 1.Y2 ,L.C/ R = /.Y3 (c) = y.2, k ii.71 h Y.L01. / = /,y3(6 ) (.yy Jl = yz10z) = 0.61hJl 7 r Arry;(_ /.r ( y.z5) = 39 ; t ul£ 3i'1C/2. A =37.r/^1 o, /r; r ( = /.y? (3) = 2.13- k t. OF Arcs'... = /.a (z.rs) = 3y /n 0,01s- TIC,tj- \Ert JTNnr J' r7e 0WO ItjC 3r.t LE✓EL ti= 6.r/ h ZXY 9( = Z7.Y) Dr' !Too o S Fcfi o•s6 /fJ '. > Fc = o.YF kr` REQ.? _ 6.47 k _ /3.61h o.Y? R/At (3) 2 xy A = /S,7SI; > 13 -C ✓ cl -IECN (-num/N6: 41v: 0. 7 %r.• NrTf REACtwAi NoT 12F. a(CEt) To o( o,Jr, Lex /o ppitia ia: 32.1f ,;zx3r war /./ ( k—.3 I 2.2zk 1)2cY I� BfAIa NC fret ' 6 _ = 3• r(o.6Lr) CAJE Z. t i 3.26 It Prelrt = 3_= 6.-P1 r• Z UJS C2.) 2XY N QPENtx,r. 0.Y9 (3) 2xy Z•98• < y.ro "rh uJE (3) Z x C 6 Per/,.,c ENGIN-6RS- NORTHWEST frIC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 Joe No. JOB NAME EkrEwk.o JTAy rlvN DATE SUBJECT ntAI"kiM6 CoNr SHEET FY OF BY T C, T!(I Kr\E n. t rH n1 ,L r 3 J(ArrdrerIN6 2..d trvE - ? r,L)- AouF , z ^ — /2 = . r I + y,21 = /0,,k 2x( OF!/Z ,,Q/ z 9!' Fe. - / ?our.,: rte.: /.t7 k,/ fl re L. = /0.8 = /0,11;11 /.u2 F = /,o I /t, AFAR /NC JrrTA = /0. e z V.?y (3)2X6 .Q: Y:ro S!'1y ✓ 7.y (oats-) !Z = 3.26 4- 2, /r r.y/ k Ii ton/ we ,e,tri 2. Y7 +4ee.. (2) Z X be mar,. N 2K,(. F( -ooft AQovF OFFICE (ZooF RIi.--.F1-0011. JEE Ft w = Lo _o_ + Z (1.3g) _ 3.s6 'Jr ,000 IZ= . (a) = 73 it (y) /� /r XIP ML r UJE r73X3 K 'y 1 Lll, = 33 k - ): /D 1✓Al /.w, = Y (MO = t.SY z 3.47 k ✓ ENGI NC, ERS- NORTHWEST CAC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 7560 - FAX # (206) 522 -6698 Joe NO. JOB NAME FX%-F_ivat,2 1T19r /NN DATE SUBJECT LArea/h. 06f /CA/ SHEET " OF // SEl //'IIC BY . Tit-, ? O. 30 ?oNE 3 1.0 C = 2.7r 8 3 fO "flop „„,.Atli WRnf _ /s (S-0 1-300)Y 97s- pif L.rt.kr W3rlt. _ 1/14 2Y(vy)t3/ ( /D' +;(,o) /0 /6E( rif / , • 49 /I/v 5ln/_ y.7 + 2(,U6) i 3(k-1 rnm•J vEr.JE v= 0,3 (2.7r _.0.09r , jl' v.3/ d. Y v g LEVEL W h y✓1 F. Ku) F o.97r 28 27.3 a(6 OP rt,C /r6a 20 33.3z. 0.r9 1(2? 16.6z U, a,r kl f x:77.3 F - V g•w4 • ENGINLERS- NORTHWEST (.4c. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -66911 Joe No. SUBJECT JOB NAME F X' EN n rO 'TAY / N !J DATE SHEET OF Z OF BY • T. L LArErt /)t p(JU A/ W /N0 22.6 Mgt W W7 : p : Cc C2 21 I t./WE'RE Ce _ (.06 (v -'s ') • /.I3 (, -zo) ▪ 1,0 (20- at) • /.22 (2r -7o ) (30 -Yo) C) /.3 / ETHJ U 2 (ZoOF OIArHRAC/A it= zr.y (I) .- 26.2(.1) +- 2i'( 1o) = y36 f(,.? 3r6( LEVEL /t = 27.6 (r) + 2Y./ (s) f 2r•y ('') = zyr f.LP Lf.vFL y = 22.6 (y +z. +Y) = 2ZG p-Cf WW NO CovCKNJ Tiernvj vcizfE o)e2 CT)O ,, ENG I N ~cRS - NORTHWEST Itri'C. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 JOB No SUBJECT Jos NAME E crE_No Er; Jr/4y /NN LATE:2AL CO■7, 7R19Nrv4rtt1E J/HFAIt W?Ltd WALL o.91kLf 1 I 1 I I I I I 1 t i l l ft/ 0 I I 7P 26' zt' 26' z' K 1(.1)3 23.ta z3.(6 zs.(t IP.z0 V= 21(6 k VROO F = V34 (23.44) _ //. 36 k 0P DATE SHEET L3 OF BY 0.9/ klr I 1 1 t 17,7s 39 ' 26 ' 2[' Z`' 29.sk z3.1‘ 2346 //. p3 k V,.,t. = zYr(2z.66) : 6.3? It Z3.6Ck Yoe V2.4 = 22( (z3.l6) c-47 goy = /0(/3)28 = 3. ?6k AVAII.Ad1, 1'z = /o (YY) eP = /2.3z h Avia/LAOL( //.3( (ZP) + 6.3204 + 1%110o) — l/z.3z (zt) +3.36('03 414Y / • Irk 4444_ / /bt it c, eAsE C zha Le✓FL Ntor= l/.36 (IY)+ 6.3p(a) = 3/1 /[ I / 12 = 0,67 C►2.7z) 22 + 0.00.36) YY = 2P0 T =C : 3/9 — ZP0 0,i'� It NO2q C° 24 Yy ifteNAW ENGIN -cRS- NORTHWEST 1 -LC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 OB NO J. OB NAME Ek7(NoT J 771 /NA/ J DATE SUBJECT LATERAL SHEET LY OF Tenn/! Vert rE WALCJ (cpM7) 1,/19JL ®/ CON? BY CF- vEL 1 rtr= 23,66 = o, VI` kW //2 JTTTNCT 1 UNL J /ot w/ Pot e. 3 vy lfou /,.: 0 . SS k iF ✓ TYpE D Pt2Ickes, rib' 1� SocT JOKING Ca /Z ' /,33 (4-/0) .0 = /7.Y 1Yo11 b.W LE✓LL Z '1/ = 17.7Y _ 0,440 kIP /At cnx uric J/or w'(oo( e y is YY 11-;//f— = o. y6 kJ)" TY!'f C. /‘ of .f/LL ,\/A /L /NC = 12..' /, ?J C /oi') z V.31 w...c. *,V c 2 /ZowJ Lo p L. yooit LEv£L 3 ir_ // -"6 = o, Z6al %Z.Gw13 8LQChC_O v,. /Ss( e y vc `/Y 13oTH J /hrs 0,,,= 0.30 Rif .." '1-YP£ F /C cX SILL NAK /&/G = /2 /, ?? (10b') ,. (,(3 A (z i.owj c l2 is 2Lo MOTE J614£A7-H4 T R UJJ Ttl nay, owe Pot f4722.' Cox / • l e 6 - /i,_ = 0.211v /6 c( TN c2 6 (/u') i2 /,33 S,r �' (Z now. yto to WALL Qy RATso ?e V /tooF at.rg (//.3() _ /y2 k 2 24( V3.1 _ /.is (6.34)) = Vt,4 Z. 1, z-s (s ,19) - 7.1> TAG = /,25- ( 1,9s) = 2.yY k Mesh ok LEVEL I V- = 2` = 0.6? kif' ,s %Z C.7f noe'i /••( C9 Y 7/7».- = gm? YY ye if QvLTJ N— l2 /• ?3 (r'►o) = /Y . r2 6'0 .. LFvC4 Z `IT= ZZ.Z = crir0 JTltnCT 1 /J /7C sP.( 3 ,rtr O,SS ✓ vy LEVEL 3 ter:: /Y.2 o. 22 it,tf jt 'co,c t r10£ /oil 6 a. TYer irw. ENGIN cRS- NORTHWEST I-4C. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6696 JOB No. JOB NAME ExTF_ nn2ro JTNy /NAI SUBJECT LAM-iliac (Coftir,) wfiLL V= ,7.7Sh c 13AIE DATE SHEET L S OF BY TL , i -u-- /7.75 = iY UP TYPE .72 kit. z6 V= / .3/ h e /tJ : 13.71 = 0, 30 IAA TYPE '13 YY, NI or'fr'IP/l AQV✓i y= y,s it p.sz = 0. / 9 klf ?"YPE $ YY WALL V _ /t a C Qr?J£ /11-z• /fa- = O. V1 tif' 7-yrE c YY /7, c h € = 13,C = 0,3/ 77' re ia YY 1.0/WC/714 011%/AL /7 /dZFCT /uA/: NuTE ALL IN EAR T$h,EN ASY CENTF_2. .'ALL, LATEI'tAL /x /Jr\IC ONE JH PFt = a. t(y it GVi,,E/t Fuur OF t71-n6 LEA/47N (ICE m 0" try( 4_ U1 E TYPE 0 -v7,/ /.-. . V‘ 1. ?% = 2.4 LF ✓EL rc(. LNEL 0.a s- kLT .44 !c TYf t TYrm`_ =J ir . o, l 6 k.(P 0.4Jc TYJ' Nurc ; ini ATTIC ExrENo rY'r'.E <,• NA'Lf J 70 /tivF PIAPNitattL Fog o, /6 J.: 0 .3S 1 o. Y6 oo, Elcrxh o Gu.t( rhivriJ l ENGINE NORTHWEST I\IC. PS. 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6696 Jos No JOB NAME SUBJECT JCHEi2V LE SHEAF( LL /NT£2h EoIFIC PANEL £OCE INEPTHINC FAIT-THING '''i -..... ri 1 1) -C--1-----1-----------1 t---------.. 1 t3 O% (J (0 1 D1 Ls% ! c•t ° e. k..7 e.) • 0 • ONE I►OE 0 4.) •••-% `• pnC ,I) OR- cautErt NAM, Iw(SIT /TNTF.) E "AGE 0 rtUnJILL DATE SHEET- ft OF BY ) HuC/70vent La CAT /UNJ, 1.4 LL •••••••• „0"1 e•—••• 0.g. ' (h1.1:YIl.1MGTm6axe�r..w .._...__.... �r. er.... �uw..u..r.✓a..iaYU�.w+':MMVI+M. Nat" Wn' FY4GMU0aP;•. nI VMYn.MN'?[ >tinNaart�'wWw�uc✓KbM l.: twi✓. mNwu. n' b.. tc.+✓+. �nwwnw.+. nw, Y+ Rw' N.✓. ww. .w..w�..... +• +.r_._..._........ _....�_..._.. .. ENGINERS- NORTHWEST 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB No. JOB NAME F_KTeni0EV )r,y loam DATE SUBJECT JTA►(2 towel eltAG1 IYI'TEI\ SHEET L6 OF BY TL. OWE a E L£✓ at' wlNP w, z7[lof pas? /3.0 z /,7/k 2. 2 (tour WT.= 2Y Clo+ -P,rJ /7.0 : l,stk Z 2. :, )2. L /a2 /r /s (zo) (347 z i.so IC /,07rc lL = Zs (zu) (o.c7) _ /.7/ It z z 15'AIRU pL oL = 37(11) 13.6 "Z = /,o/ A L L o /oo (y) /3.6 2A. c 2,7y/t J2fC.h ('- RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page L7 Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects Redesign Edge Forces A.S.I.F. : Yes No No : 1.333 Node No X -Coord Y -Coord (ft) (ft) 1 0.00 0.00 2 0.00 4.50 3 0.00 9.50 4 0.00 14.50 5 0.00 19.50 6 0.00 28.00 7 9.50 28.00 8 9.50 19.50 9 9.50 14.50 10 9.50 9.50 11 9.50 4.50 12 9.50 0.00 Boundary Conditions X -dof Y -dof Rotation (in, K /in) - - -- (in, K /in) - -- (r, K -ft /r) R R R R Temp. (F)- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Material Label COL BM BR Elastic Modulus (Ksi) 29000.00 29000.00 29000.00 Poisson's Ratio 0.30000 0.30000 0.30000 Thermal Coefficient (F) 0.65000 0.65000 0.65000 Weight Yield Stress Density (Fy) (K /ft3) (Ksi)--- - 0.490 46.000 0.490 46.000 0.490 46.000 Section Label Database Shape Mati. Set COL BM BR TU5X5X6 TU4X4X4 TU4X4X3 COL COL COL Area (in"2) 6.58 3.59 2.77 Moment of Inertia (in"4) 22.800 8.220 6.590 As y/y Coef 1.20 1.20 1.20 li AVY4014.41.0.)u.......1.., • CRISA-2D (R) Version 3.03 G Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 Page EXTENDED STAY INN STAIR TOWER BRACE 11=32= I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length (in) (in) (ft) 1 1- 2 COL 4.50 2 2 - 3 COL 5.00 3 3 - 4 COL 5.00 4 4- 5 COL 5.00 5 5 - 6 COL 8.50 6 6 - 7 BM 9.50 7 7 - 8 COL 8.50 8 8 - 9 COL 5.00 9 9- 10 COL 5.00 10 10 - 11 COL 5.00 11 11 - 12 COL 4.50 12 2 - 11 BM 9.50 13 3 - 11 BR 1 1 10.74 14 3 - 10 BM 9.50 15 4 - 9 BM 9.50 16 5- 9 BR 1 1 10.74 17 5 - 8 BM 9.50 I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb (ft) (ft) (ft) 1 1- 2 2 2- 3 3 3- 4 4 4- 5 5 5- 6 6 6- 7 7 7- 8 8 8- 9 9 9- 10 10 10 - 11 11 11 - 12 12 2- 11 13 3- 11 14 3- 10 15 4- 9 16 5- 9 17 5- 8 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page 0 Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE BLC Basic Load Case Load Totals No. Description Nodal Point Dist. 1 DEAD LOAD 6 2 LIVE LOAD 6 3 WIND LOAD 3 Nodal Loads, BLC 1: DEAD LOAD Node Number Global X Global Y Moment (K) (K) (K-ft)---- 2 0.000 -1.010 0.000 4 0.000 -1.010 0.000 9 0.000 -1.010 0.000 11 0.000 -1.010 0.000 6 0.000 -1.030 0.000 7 0.000 -1.030 0.000 Nodal Loads, BLC 2: LIVE LOAD Node Number Global X Global Y Moment (K) (K) (K-ft)---- 2 0.000 -2.740 0.000 4 0.000 -2.740 0.000 9 0.000 -2.740 0.000 11 0.000 -2.740 0.000 6 0.000 -1.710 0.000 7 0.000 -1.710 0.000 Nodal Loads, BLC 3: WIND LOAD Node Number Global X Global Y Moment (K) (K) (K -ft) - - -- 3 1.500 0.000 0.000 5 1.520 0.000 0.000 6 1.710 0.000 0.000 Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V 1 DEAD PLUS LIVE 2 DEAD PLUS; WIND Y -1 Y -1 1 1 1 1 2 1 3 1 Y Y L RISA -2D (R) Version 3.03k- Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 EXTENDED STAY INN STAIR TOWER BRACE Job Page LN Date Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses • • None BLC mass direction of action X only Acceleration of Gravity 32.20 ft /sec * *2 ENVELOPE SOLUTION Nodal Displacements Node 1 max min 2 max min 3 max min 4 max min 5 max min 6 max min 7 max min 8 max min 9 max min 10 max min 11 max min 12 max min Global X (in) LC 0.00000 2 - 0.00000 1 0.33088 2 - 0.00094 1 0.35957 2 - 0.00210 1 0.44217 2 - 0.00281 1 0.46413 2 - 0.00333 1 0.77706 2 - 0.00377 1 0.77611 2 - 0.00379 1 0.46649 2 - 0.00333 1 0.44537 2 - 0.00281 1 0.36398 2 - 0.00209 1 0.33613 2 - 0.00092 1 0.00000 2 0.00000 1 ENVELOPE SOLUTION Reactions Global Y (in) LC 0.00000 2 - 0.00000 1 0.00161 2 - 0.00317 1 0.00358 2 - 0.00546 1 0.00402 2 - 0.00769 1 0.00478 2 - 0.00868 1 0.00446 2 - 0.01023 1 - 0.00977 2 - 0.01019 1 - 0.00865 1 - 0.00883 2 - 0.00767 1 - 0.00814 2 - 0.00545 1 - 0.00605 2 - 0.00317 1 - 0.00388 2 - 0.00000 1 - 0.00000 2 Rotation (rad) LC- 0.00002 1 - 0.00786 2 0.00001 1 - 0.00265 2 0.00001 1 - 0.00048 2 0.00000 1 - 0.00082 2 - 0.00000 1 - 0.00111 2 - 0.00003 1 - 0.00281 2 0.00004 1 - 0.00271 2 0.00001 1 - 0.00108 2 0.00002 1 - 0.00079 2 0.00002 1 - 0.00044 2 0.00003 1 - 0.00267 2 0.00001 1 - 0.00800 2 Node 1 max min 12 max min Global X (K) LC 0.00768 1 - 2.39777 2 - 0.00768 1 - 2..33223 2 Global Y (K) LC 11.25872 1 - 5.62771 2 13.76421 2 11.25777 1 Moment (K-ft)----LC- 0.00000 1 0.00000 1 0.00000 1 0.00000 1 RISA -2D (R) Version 3.03' Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page Lit Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE ENVELOPE SOLUTION Member Section Results Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 1 1- 2 A 11.26 1 11.23 1 11.21 1 11.18 1 11.16 1 - 5.63 2 -5.65 2 -5.68 2 -5.70 2 -5.73 2 ✓ 2.36 2 2.36 2 2.36 2 2.36 2 2.36 2 -0.01 1 -0.01 1 -0.01 1 -0.01 1 -0.01 1 M 0.00 2 0.01 1 0.02 1 0.03 1 0.04 1 0.00 1 -2.66 2 -5.32 2 -7.98 2 -10.63 2 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.105 2 -0.201 2 -0.279 2 -0.331 2 2 2- 3 A 7.35 1 7.32 1 7.29 1 7.26 1 7.23 1 -6.22 2 -6.25 2 -6.28 2 -6.31 2 -6.33 2 ✓ -0.03 1 -0.03 1 -0.03 1 -0.03 1 -0.03 1 - 2.40 2 -2.40 2 -2.40 2 -2.40 2 -2.40 2 M -0.07 1 -0.04 1 -0.00 1 1.00 2 4.00 2 -8.00 2 -5.00 2 -2.00 2 0.03 1 0.07 1 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.026 2 -0.031 2 -0.028 2 -0.029 2 3 3- 4 A 7.13 1 7.10 1 7.07 1 7.05 1 7.02 1 -1.34 2 -1.37 2 -1.40 2 -1.43 2 -1.45 2 ✓ 1.60 2 1.60 2 1.60 2 1.60 2 1.60 2 - 0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 M 4.31 2 2.31 2 0.31 2 0.03 1 0.05 1 -0.04 1 -0.02 1 0.01 1 -1.69 2 -3.69 2 D 0.000 1 0.000 1 0.000 1 0.001 1 0.001 1 0.000 1 -0.015 2 -0.039 2 -0.064 2 -0.082 2 4 4- 5 A 3.21 1 3.18 1 3.15 1 3.12 1 3.10 1 -2.37 2 -2.40 2 -2.43 2 -2.45 2 -2.48 2 ✓ -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 - 1.32 2 -1.32 2 -1.32 2 -1.32 2 -1.32 2 M -0.05 1 -0.02 1 0.27 2 1.92 2 3.57 2 - 3.04 2 -1.39 2 0.00 1 0.02 1 0.05 1 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.007 2 -0.009 2 -0.012 2 -0.022 2 5 5- 6 A 2.99 1 2.94 1 2.89 1 2.85 1 2.80 1 0.70 2 0.65 2 0.60 2 0.56 2 0.51 2 ✓ 0.85 2 0.85 2 0.85 2 0.85 2 0.85 2 -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 M 4.51 2 2.71 2 0.92 2 0.05 1 0.08 1 -0.05 1 -0.02 1 0.02 1 -0.88 2 -2.68 2 D 0.000 1 0.000 1 0.001 1 0.001 1 0.000 1 0.000 1 -0.051 2 -0.135 2 -0.229 2 -0.312 2 RISA -2D (R) Version 3.03' Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page L12 Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 6 6- 7 A 0.87 2 0.87 2 0.87 2 0.87 2 0.87 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 -0.52 2 -0.55 2 -0.58 2 -0.61 2 -0.64 2 M 0.08 1 -0.02 1 -0.06 1 1.35 2 2.83 2 -2.68 2 -1.40 2 -0.06 2 -0.02 1 0.08 1 D 0.000 1 -0.002 1 -0.003 1 0.014 2 -0.000 1 0.000 1 -0.034 2 -0.011 2 -0.002 1 -0.016 2 7 7- 8 A 2.80 1 2.85 1 2.89 1 2.94 1 2.99 1 1.67 2 1.72 2 1.76 2 1.81 2 1.86 2 ✓ 0.87 2 0.87 2 0.87 2 0.87 2 0.87 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 M 2.83 2 0.97 2 0.01 1 -0.02 1 -0.05 1 0.08 1 0.05 1 -0.88 2 -2.73 2 -4.58 2 D 0.000 1 0.001 1 0.001 1 0.000 1 0.000 1 0.000 1 -0.082 2 -0.175 2 -0.258 2 -0.309 2 8 8- 9 A 3.04 1 3.07 1 3.10 1 3.13 1 3.16 1 2.13 2 2.16 2 2.19 2 2.21 2 2.24 2 ✓ 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 - 1.29 2 -1.29 2 -1.29 2 -1.29 2 -1.29 2 M 0.03 1 0.01 1 -0.00 1 1.34 2 2.95 2 - 3.48 2 -1.87 2 -0.26 2 -0.02 1 -0.04 1 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.010 2 -0.013 2 -0.014 2 -0.021 2 9 9- 10 A 7.02 1 7.04 1 7.07 1 7.10 1 7.13 1 6.59 2 6.62 2 6.64 2 6.67 2 6.70 2 ✓ 1.64 2 1.64 2 1.64 2 1.64 2 1.64 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 M 3.77 2 1.72 2 -0.00 1 -0.03 1 -0.05 1 0.04 1 0.02 1 -0.33 2 -2.37 2 -4.42 2 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.018 2 -0.043 2 -0.067 2 -0.081 2 10 10- 11 A 7.18 1 7.21 1 7.24 1 7.27 1 7.29 1 6.84 2 6.87 2 6.90 2 6.92 2 6.95 2 ✓ 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 -2.40 2 -2.40 2 -2.40 2 -2.40 2 -2.40 2 M 0.03 1 0.01 1 2.05 2 5.05 2 8.05 2 - 3.95 2 -0.95 2 -0.01 1 -0.02 1 -0.04 1 D 0.000 1 0.000 1 0.003 2 0.001 1 0.001 1 0.000 1 -0.001 2 0.001 1 -0.002 2 -0.028 2 RISA -2D (R) Version 3.03 Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 EXTENDED STAY INN STAIR TOWER BRACE _ Job Page LO Date Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 11 11 12 A 13.66 2 13.69 2 13.71 2 13.74 2 13.76 2 11.16 1 11.18 1 11.21 1 11.23 1 11.26 1 ✓ 2.42 2 2.42 2 2.42 2 2.42 2 2.42 2 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 M 10.88 2 8.16 2 5.44 2 2.72 2 0.00 2 0.03 1 0.03 1 0.02 1 0.01 1 0.00 1 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.052 2 -0.132 2 -0.229 2 -0.336 2 12 2- 11 A -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 -4.79 2 -4.79 2 -4.79 2 -4.79 2 -4.79 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.05 1 - 0.52 2 -0.55 2 -0.58 2 -0.60 2 -0.63 2 M 0.11 1 -0.01 1 -0.04 2 1.36 2 2.83 2 -2.64 2 -1.37 2 -0.05 1 -0.02 1 0.07 1 D 0.000 1 -0.001 1 -0.002 1 0.022 2 -0.000 1 0.000 1 -0.030 2 -0.005 2 -0.002 1 -0.007 2 13 3- 11 A 10.75 2 10.76 2 10.77 2 10.78 2 10.79 2 - 0.01 1 0.00 1 0.02 1 0.03 1 0.04 1 ✓ 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 M 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 D 0.000 1 0.027 2 0.060 2 0.101 2 0.147 2 0.000 1 -0.009 1 -0.013 1 -0.010 1 -0.001 1 14 3- 10 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 - 4.03 2 -4.03 2 -4.03 2 -4.03 2 -4.03 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.05 1 -0.02 2 -0.05 2 -0.08 2 -0.11 2 -0.14 2 M 0.10 1 -0.01 1 -0.05 1 0.18 2 0.47 2 -0.31 2 -0.21 2 -0.05 2 -0.02 1 0.07 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.008 2 -0.007 2 -0.005 2 -0.010 2 15 4- 9 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -2.92 2 -2.92 2 -2.92 2 -2.92 2 -2.92 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 - 0.10 2 -0.12 2 -0.15 2 -0.18 2 -0.21 2 M 0.10 1 -0.01 1 -0.05 1 0.35 2 0.82 2 - 0.64 2 -0.38 2 -0.05 2 -0.02 1 0.08 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.012 2 -0.009 2 -0.003 2 -0.013 2 RISA -2D (R) Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 EXTENDED STAY INN STAIR TOWER BRACE Version 3.03 c. Job Page LIN Date ENVELOPE SOLUTION Nodal Displacements Node 1 max min 2 max min 3 max min 4 max min 5 max min 6 max min 7 max min 8 max min 9 max min 10 max min 11 max min 12 max min Global X (in) LC 0.00000 2 - 0.00000 1 0.33088 2 - 0.00094 1 0.35957 2 - 0.00210 1 0.44217 2 - 0.00281 1 0.46413 - 0.0 3 ENVELOPE SOLUTION Reactions - 0.00377 0.77611 - 0.00379 0.46649 - 0.00333 0.44537 - 0.00281 0.36398 - 0.00209 0.33613 - 0.00092 0.00000 0.00000 Global Y (in) LC 0.00000 2 - 0.00000 1 0.00161 2 - 0.00317 1 0.00358 2 - 0.00546 1 0.00402 2 - 0.00769 1 - 0.00Z3 H 0.00478 2 ok - 0.00868 1 0.00446 2 - 0.01023 1 - 0.00977 2 - 0.01019 1 - 0.00865 1 - 0.00883 2 - 0.00767 1 - 0.00814 2 - 0.00545 1 - 0.00605 2 - 0.00317 1 - 0.00388 2 - 0.00000 1 - 0.00000 2 Rotation (rad) LC- 0.00002 1 - 0.00786 2 0.00001 1 - 0.00265 0.00001 - 0.00048 0.00000 - 0.00082 - 0.00000 - 0.00111 - 0.00003 - 0.00281 0.00004 - 0.00271 0.00001 - 0.00108 0.00002 - 0.00079 0.00002 - 0.00044 0.00003 - 0.00267 0.00001 - 0.00800 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 1 2 Node 1 max min 12 max min Global X (K) LC 0.00768 1 - 2.39777 2 - 0.00768 1 - 2.33223 2 Global Y (K) LC 11.25872 1 - 5 . 1 2 2 11.25777 Moment (K- ft)- - - -LC- 0.00000 1 0.00000 1 0.00000 1 0.00000 1 FrG A - 1/3.8 : s.s-ZJtZ a.r USE p3.0 • RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page 05- Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE ENVELOPE SOLUTION Member Section Results Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 1 1- 2 A 11.26 1 11.23 1 11.21 1 11.18 1 11.16 1 - 5.63 2 -5.65 2 -5.68 2 -5.70 2 -5.73 2 ✓ 2.36 2 2.36 2 2.36 2 2.36 2 2.36 2 - 0.01 1 -0.01 1 -0.01 1 -0.01 1 -0.01 1 M 0.00 2 0.01 1 0.02 1 0.03 1 0.04 1 0.00 1 -2.66 2 -5.32 2 -7.98 2 -10.63 2 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.105 2 -0.201 2 -0.279 2 -0.331 2 2 2- 3 A 7.35 1 7.32 1 7.29 1 7.26 1 7.23 1 -6.22 2 -6.25 2 -6.28 2 -6.31 2 -6.33 2 ✓ -0.03 1 -0.03 1 -0.03 1 -0.03 1 -0.03 1 - 2.40 2 -2.40 2 -2.40 2 -2.40 2 -2.40 2 M -0.07 1 -0.04 1 -0.00 1 1.00 2 4.00 2 - 8.00 2 -5.00 2 -2.00 2 0.03 1 0.07 1 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.026 2 -0.031 2 -0.028 2 -0.029 2 3 3- 4 A 7.13 1 7.10 1 7.07 1 7.05 1 7.02 1 - 1.34 2 -1.37 2 -1.40 2 -1.43 2 -1.45 2 ✓ 1.60 2 1.60 2 1.60 2 1.60 2 1.60 2 -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 M 4.31 2 2.31 2 0.31 2 0.03 1 0.05 1 - 0.04 1 -0.02 1 0.01 1 -1.69 2 -3.69 2 D 0.000 1 0.000 1 0.000 1 0.001 1 0.001 1 0.000 1 -0.015 2 -0.039 2 -0.064 2 -0.082 2 4 4- 5 A 3.21 1 3.18 1 3.15 1 3.12 1 3.10 1 -2.37 2 -2.40 2 -2.43 2 -2.45 2 -2.48 2 ✓ -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 - 1.32 2 -1.32 2 -1.32 2 -1.32 2 -1.32 2 M -0.05 1 -0.02 1 0.27 2 1.92 2 3.57 2 - 3.04 2 -1.39 2 0.00 1 0.02 1 0.05 1 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.007 2 -0.009 2 -0.012 2 -0.022 2 5 5- 6 A 2.99 1 2.94 1 2.89 1 2.85 1 2.80 1 0.70 2 0.65 2 0.60 2 0.56 2 0.51 2 ✓ 0.85 2 0.85 2 0.85 2 0.85 2 0.85 2 -0.02 1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 M 4.51 2 2.71 2 0.92 2 0.05 1 0.08 1 -0.05 1 -0.02 1 0.02 1 -0.88 2 -2.68 2 D 0.000 1 0.000 1 0.001 1 0.001 1 0.000 1 0.000 1 -0.051 2 -0.135 2 -0.229 2 -0.312 2 RISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page U Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 6 6- 7 A 0.87 2 0.87 2 0.87 2 0.87 2 0.87 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 - 0.52 2 -0.55 2 -0.58 2 -0.61 2 -0.64 2 M 0.08 1 -0.02 1 -0.06 1 1.35 2 2.83 2 - 2.68 2 -1.40 2 -0.06 2 -0.02 1 0.08 1 D 0.000 1 -0.002 1 -0.003 1 0.014 2 -0.000 1 0.000 1 -0.034 2 -0.011 2 -0.002 1 -0.016 2 7 7- 8 A 2.80 1 2.85 1 2.89 1 2.94 1 2.99 1 1.67 2 1.72 2 1.76 2 1.81 2 1.86 2 ✓ 0.87 2 0.87 2 0.87 2 0.87 2 0.87 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 M 2.83 2 0.97 2 0.01 1 -0.02 1 -0.05 1 0.08 1 0.05 1 -0.88 2 -2.73 2 -4.58 2 D 0.000 1 0.001 1 0.001 1 0.000 1 0.000 1 0.000 1 -0.082 2 -0.175 2 -0.258 2 -0.309 2 8 8- 9 A 3.04 1 3.07 1 3.10 1 3.13 1 3.16 1 2.13 2 2.16 2 2.19 2 2.21 2 2.24 2 ✓ 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 -1.29 2 -1.29 2 -1.29 2 -1.29 2 -1.29 2 M 0.03 1 0.01 1 -0.00 1 1.34 2 2.95 2 -3.48 2 -1.87 2 -0.26 2 -0.02 1 -0.04 1 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.010 2 -0.013 2 -0.014 2 -0.021 2 9 9- 10 A 7.02 1 7.04 1 7.07 1 7.10 1 7.13 1 6.59 2 6.62 2 6.64 2 6.67 2 6.70 2 ✓ 1.64 2 1.64 2 1.64 2 1.64 2 1.64 2 0.02 1 0.02 1 0.02 1 0.02 1 0.02 1 M 3.77 2 1.72 2 -0.00 1 -0.03 1 -0.05 1 0.04 1 0.02 1 -0.33 2 -2.37 2 -4.42 2 D 0.000 1 0.000 1 0.000 1 0.000 1 0.001 1 0.000 1 -0.018 2 -0.043 2 -0.067 2 -0.081 2 10 10- 11 A 7.18 1 7.21 1 7.24 1 7.27 1 7.29 1 6.84 2 6.87 2 6.90 2 6.92 2 6.95 2 ✓ 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 - 2.40 2 -2.40 2 -2.40 2 -2.40 2 -2.40 2 M 0.03 1 0.01 1 2.05 2 5.05 2 8.05 2 - 3.95 2 -0.95 2 -0.01 1 -0.02 1 -0.04 1 D 0.000 1 0.000 1 0.003 2 0.001 1 0.001 1 0.000 1 -0.001 2 0.001 1 -0.002 2 -0.028 2 LRISA -2D (R) Version 3.03 Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page L)7 Seattle, Washington 98115 Date L EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 11 11- 12 A 13.66 2 13.69 2 13.71 2 13.74 2 13.76 2 11.16 1 11.18 1 11.21 1 11.23 1 11.26 1 ✓ 2.42 2 2.42 2 2.42 2 2.42 2 2.42 2 0.01 1 0.01 1 0.01 1 0.01 1 0.01 1 M 10.88 2 8.16 2 5.44 2 2.72 2 0.00 2 0.03 1 0.03 1 0.02 1 0.01 1 0.00 1 D 0.000 1 0.000 1 0.001 1 0.001 1 0.001 1 0.000 1 -0.052 2 -0.132 2 -0.229 2 -0.336 2 12 2- 11 A -0.02 '1 -0.02 1 -0.02 1 -0.02 1 -0.02 1 - 4.79 2 -4.79 2 -4.79 2 -4.79 2 -4.79 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.05 1 - 0.52 2 -0.55 2 -0.58 2 -0.60 2 -0.63 2 M 0.11 1 -0.01 1 -0.04 2 1.36 2 2.83 2 - 2.64 2 -1.37 2 -0.05 1 -0.02 1 0.07 1 D 0.000 1 -0.001 1 -0.002 1 0.022 2 -0.000 1 0.000 1 -0.030 2 - 0.005 2 -0.002 1 -0.007 2 13. 3- 11 A 10.75 2 10.76 2 10.77 2 10.78 2 10.79 2 -0.01 1 0.00 1 0.02 1 0.03 1 0.04 1 ✓ 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 M 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 D 0.000 1 0.027 2 0.060 2 0.101 2 0.147 2 0.000 1 -0.009 1 -0.013 1 -0.010 1 -0.001 1 14 3- 10 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -4.03 2 -4.03 2 -4.03 2 -4.03 2 -4.03 2 V 0.06 1 0.03 1 0.00 1 -0.03 1 -0.05 1 - 0.02 2 -0.05 2 -0.08 2 -0.11 2 -0.14 2 M 0.10 1 -0.01 1 -0.05 1 0.18 2 0.47 2 - 0.31 2 -0.21 2 -0.05 2 -0.02 1 0.07 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.008 2 -0.007 2 -0.005 2 -0.010 2 15 4 9 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -2.92 2 -2.92 2 -2.92 2 -2.92 2 -2.92 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 - 0.10 2 -0.12 2 -0.15 2 -0.18 2 -0.21 2 M 0.10 1 -0.01 1 -0.05 1 0.35 2 0.82 2 - 0.64 2 -0.38 2 -0.05 2 -0.02 1 • 0.08 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.012 2 -0.009 2 -0.003 2 -0.013 2 RISA -2D (R) Version 3.03\- Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 EXTENDED STAY INN STAIR TOWER BRACE Job Page L aS Date Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 16 5- 9 A 6.57 2 6.59 2 6.60 2 6.61 2 6.62 2 -0.02 1 -0.01 1 0.01 1 0.02 1 0.03 1 ✓ 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 M 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 D 0.000 1 0.038 2 0.082 2 0.134 2 0.191 2 0.000 1 -0.011 1 -0.016 1 -0.013 1 -0.005 1 17 5- 8 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -2.15 2 -2.15 2 -2.15 2 -2.15 2 -2.15 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 -0.16 2 -0.19 2 -0.21 2 -0.24 2 -0.27 2 M 0.10 1 -0.01 1 -0.05 1 0.49 2 1.11 2 -0.93 2 -0.53 2 -0.05 2 -0.02 1 0.08 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.015 2 -0.009 2 -0.002 2 -0.014 2 ENVELOPE SOLUTION AISC Code Checks Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc 1 1- 2 0.492 2 0.07 1 0.15 2 0.26 2 0.38 2 0.49 2 0.03 2 2 2- 3 0.381 2 0.38 2 0.25 2 0.12 2 0.08 2 0.21 2 0.03 2 3 3- 4 0.194 2 0.19 2 0.11 2 0.04 1 0.08 2 0.17 2 0.02 2 4 4- 5 0.169 2 0.14 2 0.07 2 0.02 2 0.10 2 0.17 2 0.02 2 5 5- 6 0.200 2 0.20 2 0.12 2 0.04 2 0.04 2 0.12 2 0.01 2 6 6- 7 0.285 2 0.27 2 0.15 2 0.02 2 0.14 2 0.28 2 0.02 2 7 7- 8 0.211 2 0.13 2 0.05 2 0.05 2 0.13 2 0.21 2 0.01 2 8 8- 9 0.164 2 0.16 2 0.09 2 0.02 2 0.07 2 0.14 2 0.02 2 9 9- 10 0.233 2 0.20 2 0.11 2 0.05 2 0.14 2 0.23 2 0.02 2 10 10- 11 0.391 2 0.21 2 0.08 2 0.13 2 0.26 2 0.39 2 0.03 2 11 11- 12 0.554 2 0.55 2 0.44 2 0.32 2 0.20 2 0.08 2 0.04 2 12 2- 11 0.320 2 0.30 2 0.18 2 0.05 2 0.18 2 0.32 2 0.02 2 13 3- 11 0.233 2 0.22 2 0.23 2 0.23 2 0.23 2 0.22 2 0.00 1 14 3- 10 0.086 2 0.07 2 0.06 2 0.05 2 0.06 2 0.09 2 0.00 2 15 4- 9 0.108 2 0.09 2 0.07 2 0.03 2 0.06 2 0.11 2 0.01 2 16 5- 9 0.151 2 0.14 2 0.15 2 0.15 2 0.15 2 0.14 2 0.00 1 17 5- 8 0.128 2 0.11 2 0.07 2 0.03 2 0.07 2 0.13 2 0.01 2 RISA -2D (R) Version Engineers Northwest Job 6869 Woodlanwn Ave, NE, Suite 205 Page IM Seattle, Washington 98115 Date EXTENDED STAY INN STAIR TOWER BRACE Nodes Member Quarter Points No I J I -End 1/4 1/2 3/4 J -End (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC (K, Kft, in) LC -- 16 5- 9 A 6.57 2 6.59 2 6.60 2 6.61 2 6.62 2 - 0.02 1 -0.01 1 0.01 1 0.02 1 0.03 1 ✓ 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 0.04 1 0.02 1 -0.00 1 -0.02 1 -0.04 1 M 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 0.00 1 -0.09 1 -0.12 1 -0.09 1 0.00 1 D 0.000 1 0.038 2 0.082 2 0.134 2 0.191 2 0.000 1 -0.011 1 -0.016 1 -0.013 1 -0.005 1 17 5- 8 A -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 - 2.15 2 -2.15 2 -2.15 2 -2.15 2 -2.15 2 ✓ 0.06 1 0.03 1 0.00 1 -0.03 1 -0.06 1 -0.16 2 -0.19 2 -0.21 2 -0.24 2 -0.27 2 M 0.10 1 -0.01 1 -0.05 1 0.49 2 1.11 2 - 0.93 2 -0.53 2 -0.05 2 -0.02 1 0.08 1 D 0.000 1 -0.001 1 -0.002 1 -0.001 1 -0.000 1 0.000 1 -0.015 2 -0.009 2 -0.002 2 -0.014 2 ENVELOPE SOLUTION AISC Code Checks Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc 1 1- 2 0.492 2 0.07 1 0.15 2 0.26 2 0.38 2 0.49 2 0.03 2 2 2- 3 0.381 2 0.38 2 0.25 2 0.12 2 0.08 2 0.21 2 0.03 2 3 3- 4 0.194 2 0.19 2 0.11 2 0.04 1 0.08 2 0.17 2 0.02 2 4 4- 5 0.169 2 0.14 2 0.07 2 0.02 2 0.10 2 0.17 2 0.02 2 5 5- 6 0.200 2 0.20 2 0.12 2 0.04 2 0.04 2 0.12 2 0.01 2 6 6- 7 0.285 2 0.27 2 0.15 2 0.02 2 0.14 2 0.28 2 0.02 2 7 7- 8 0.211 2 0.13 2 0.05 2 0.05 2 0.13 2 0.21 2 0.01 2 8 8- 9 0.164 2 0.16 2 0.09 2 0.02 2 0.07 2 0.14 2 0.02 2 9 9- 10 0.233 2 0.20 2 0.11 2 0.05 2 0.14 2 0.23 2 0.02 2 10 10- 11 0.391 2 0.21 2 0.08 2 0.13 2 0.26 2 0.39 2 0.03 2 11 11- 12 0.554 2 0.55 2 0.44 2 0.32 2 0.20 2 0.08 2 0.04 2 12 2- 11 0.320 2 0.30 2 0.18 2 0.05 2 0.18 2 0.32 2 0.02 2 13 3- 11 0.233 2 0.22 2 0.23 2 0.23 2 0.23 2 0.22 2 0.00 1 14 3- 10 0.086 2 0.07 2 0.06 2 0.05 2 0.06 2 0.09 2 0.00 2 15 4- 9 0.108 2 0.09 2 0.07 2 0.03 2 0.06 2 0.11 2 0.01 2 16 5- 9 0.151 2 0.14 2 0.15 2 0.15 2 0.15 2 0.14 2 0.00 1 17 5- 8 0.128 2 0.11 2 0.07 2 0.03 2 0.07 2 0.13 2 0.01 2 GeoEngineers ESA Development 1611 116th Avenue Northeast, Suite 224 Bellevue, Washington 98004 -3094 Attention: Mr. Dan Sterns March 14, 1996 Consulting Engineers and Geoscientists Offi:c. in W.t hington, Oregon. and Alaska Addendum to Repon Ceotechical Engineering Se: Vices Proposed Hotel Site Tukwila, Washington File No. 4830 - 001.28 INTRODUCTION This addendum to our report presents additional recommendations and emphasis to our geotechnical engineering services for your proposed extended stay inn to to located in Tukwila, Washington. Our initial recommendations for :Ile project are presented in our "Report, Geotechnical Engineering Services, Proposed Extended Stay Inn, T ekwiia, Washington" dated February 7, 1996. These addendum recommendations are in response to design issues which arose during review of the civil design. RECOMMENDATIONS FILL PLACEMENT ON EXISTING SLOPES Site grading activities on portions of the site may require placing fill on existing scopes. We recommend that fill placed on slopes steeper than 4H: IV (horizontal to vertical) be benched into the existing slope to reduce the risk of slope instability. The existing slope should be cut using the blade of the dozer to expose a horizontal bench 4 to 5 feet wide with a 2 to 3 foot high cut face. New fill should then be placed and compacted as recommended in the Site Preparation section of our report. Additional benches should be cut as fill is placed working from the bottom of the slope to the top. GeuEnglneers, Inc. 8410 154 th Avenue N.E. Redmond, WA 98052 Telephone (206) 8616000 Fax (20) 861.6050 RECEIVED CITY OF TUKWILA MAR 2 81996 PERMIT CENTER ors Dan Sterns To: ROYCE BERG Gate :3t18. ?5 T :nie: rr311'tli�L ESA Development March 14, 1996 Page 2 FOUNDATION DRAINS Foundation drains may be located near the bottom of the footings. In our opinion, the perforated portions of the foundation drains may be placed level with the bottom of the footing with no slope toward the building ends. The tightline leading away from the building should, however, be sloped sufficiently to provide rapid flow from the perforated portions of the drains. USE OF ON -SITE SOIL In our opinion, the existing on -site 1111 and the native soil will likely be too wet to allow compaction to greater then 95 percent of maximum dry density (per ASTM D -1557) which is required for building areas and within 2 feet of subgr3de elevation. We expect that portions of the native soil will be suitable for use as fill within ;writing areas where a reduced degree of compaction is acceptable. We recommend that a GecE:lgir1eers representative evaluate the native soil as the site is cut to achieve design grades and identify soil which will be suitable for use as fill in parking areas where compaction to at least 90 percent is acceptable. 'The material should be stockpiled if possible or be placed as till imn;.diately aster it is excavated. 4 pt. We trust this letter meets your needs at this time. Please call if you have any questions. Yours very truly, GeoENtinters 11 --,—.- --_ \ /� /t /44 , /// /' 13J0 ' McFadden, P.E. I /f roject Manager JJM;t.SP:vvl Document ID: 48300Q1.ADM cc: Mr. Gary Warner \Varner Engineering 5123 Olympic Drive NW Gig Harbor, WA 98335 e o E n g i n c e rs Larry S. Peterson, P.E. Associate RECEIVED CITY OF TUKWILA MAR 2 8 1996 PERMIT CENTER File tin. 46:e- Oe1•2S•I13u • 1994 Washington State onresidentiai "iter§y'G�de G"o7fit�t�alri�r�uri�r -� - - Organization of For ORG 1994 Waswl9ron star. Emmy Coen Composites Fortes This document introduces the forms to be used for showing compliance with the 1994 Nonresi- dential Energy Code (NREC). The following fig- ure shows the overall organization of the form set:: For simple projects, only a few forms are required; more complex projects will require addi- tional forms.:.The forms explain the decision cri- teria for determining when a more complicated form is required. ENV Summary Project information Type of project Compliance opts. Glazing area % Can use simple? Summ. of Req. MECH Summary Project information Type of project Compliance opts Can use simple? Basic equip efficiencies LTG Summary Project information Type of project Compliance opts, Can use most simple? Allowed and Proposed Watts Arne. 1194 All projects should complete the Summary forms which apply (envelope, mechanical and/or light- ing). All projects should also review the Checklist forms to make sure all necessary information on compliance is provided: Applicable excerpts from the General Requirements sections of the Code are reprinted on the back of the Checklist forms. The need for other forms will be determined by project specifics. ENV Checklist What goes on plans? Where it goes Reprint of General Reqmts. I ENVSTD Component Performance Worksheet Target 8 Pro- posed UA Wtd. Avg. SHGC Area Adjustment MECH Cklst What goes on plans? Where it goes Reprint of General Reqmts. Complex Systems Additional Checklist and decisionmaldng for Complex Systems LTG Checklst What goes on plans? Where it goes Reprint of General Reqmts. Motors Checklist For any project with motors cov- ered by 1437 or 1511 RECEIVED CITY OF TUKWILA MAR 2 2 1996 PERMIT CENTER O RG �- ��...... �.... w ,.erarrwv.N•41',t49,,,:,a:x..- 10.61+: 9A747 tit ]MY,:r+r.nt.^uwwle+,rn41a+v.r0 ar. wwrv. xrs, vr. urwr. w.-.. w.. asr. ww .we.a.•.*w.v.��..w........__.. .. . 1994 Washington State Nonresidential Energy Code Compliance Form Forms List The following is a list of the 1994 nonresidential compliance forms their use. Envelope ENV -SUM , Envelope Summary - Use this form for all projects where envelope work is to be done; there are sepa- rate'versions for Climate,Zone 1 and Zone 2. Show basic project information, compliance options chosen, summary list of required insulation levels and U- factors: Back side has Decision Flowchart for Prescriptive Option and calcu- lation to determine area weighted Heat Capacity for the Masonry Option. • ENV -CHK Building Perrnit`Plans Checklist - Comprehensive list of all information required on plans for all op- tions, including the Component Performance and Systems Analysis Options. Also includes space for building de- partment notes. ENV-UA Envelope UA Calculations- Use this form if using the Component Performance Option; there are sepa- rate versions for Climate Zone 1 and Zone 2. Summary calculations of Target UA and Proposed UA. Back side has calculation of Target and Proposed SHGC, and calculation of glazing and opaque target area adjustments, if needed. Mechanical MECH -SUM Mechanical Summary - Use this form for all projects where mechanical work is to be done. Show ba- sic project information, compliance approach chosen, list of basic equipment & efficiencies (else this information goes on equipment schedules on the plans). Back side has Decision Flowchart for Simple System option. MECH -CHK Mechanical Permit Plans Checklist - Comprehensive list of all information required on plans for all options, including the Component Performance and Systems Analysis Options. Also includes space for building de- partment notes. MECH -COMP Mechanical - Complex Systems - Use this form if using the Complex Systems Option. Complex Systems Checklist has additional information required on plans for this Option. Decision flowchart is provided for determining which Complex Systems requirements apply to the project. MECH -MOT Electric Motors Checklist for electric motors compliance and schedule of installed motors, both for mechanical systems and other equipment. Lighting LTG -SUMM Lighting Summary - Use this form for all projects where lighting work is to be done. Basic project in- formation, compliance approach chosen, alteration exceptions. Calculations of Allowed and Proposed Lighting Power for both Interior and Exterior Lighting if using the Lighting Power Allowance Option. Back side has questions to determine if project qualifies for the Prescriptive Option. Also has Lighting Power Allowance table /footnotes. LTG -CHK Lighting Permit Plans Checklist - Comprehensive list of all information required on plans for all op- tions, including Component Performance and Systems Analysis. Also includes space for building department notes. 1994 Washin tc rratate Nonresidential Enera Code" .1m • Hance Form Envelope Summary Climate Zone 1 ENV -SUM 1094 Washington State Nonresidential Energy Code Compliance Forms • Apra. 1094 Project Info Project Address .e6 - TJK.WII p. Date 4'w-' v t neva (545 i - 55ra" ,k .e. • For Building Department Use -Tuktk la. 1..t 1A Applicant Name: I--F)N kre,iXti":edtkee, 4'laVIh t Applicant Address: 111.0 I, - 44i kle S, std. 102. t 'Setti Applicant Phone: C206,;\ sS? sjOO yak pI2,144 Project Description lJ New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Opt-ion ❑ Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Space Heat Type ❑ Electric resistance E All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are insulated to the level required for cpaque walls. Total Glazing Area (rough opening) (vertical & overhd) Gross Exterior divided by Wall Area times 100 equals 'h Glazing nn "L t I 0 (4 i -� - 2 pt .272S FL - X 100 - 14 ' 3 670 c2G7 Concreterniasonry Option ❑ Check here if using this option and if project meets all requirements for the ConcretesMasonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements (enter values as applicable) Fully heated/cooled space -%% Pei% "1z-g1.% (0-4 ; GgaUP R G-e--ti P.4::•NIC-i Minimum Insulation R- values Roofs Over Attic 0 C. LG, jz,- 3 All Other Roofs PA- Opaque Walls R-11 Below Grade Walls Na Floors Over Unconditioned Space OA Slabs -on -Grade R - 10 Radiant Floors NA Maximum U- !actors Opaque Doors O. ?O Vertical Glazing p, 4-0 Overhead Glazing JA Maximum SHGC (or SC) Vertical/Overhead Glazing OA Semi- heated space' Minimum Insulation R•values Roofs Over Semi - Heated Spaces' ( NA'' 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- (actor is 0.25 If project qualifies for ConcreteiMasonry Option, list walls with HC 2 9.0 Btu/ft'••F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20.5b in the Code. Wall Description (including insulation R -value & position) U- factor • • 1994 Washin t State Nonresidential Ener• Cods- "om • Iiance Form Envelope Summary (back) Climate Zon 1 ENV -SUM 1904 Washington State Nonresidential Energy Code Compliance Forms ApN,1994 Decision Flowchart for Prescriptive Option Use this flowchart to determine It project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining budding envelope requirements, the following two categories compnse all space heating types: Other. An other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) X / \ , e* ' An `• "'Masonry `•. <, walls R -11 :•--,...(Wall Cnteria OK ?; `....insulation?,..' no '.\. (below) .4 yes e `(� ys � NI Insulation Installed? Opaque Walls R.11 Below grade walls (ext) R•10 Below grade walls (othr) R.11 Roots over attics R -30 MI other roofs R•21 Floors over uncond.sp. R.19 Slabs -on -grade R -10 Radiant floors R•10 Opaque doors U -0.60 Glazing Crtena Mel? Glazing Vert OH • U HGC 0045% 090 1 45 1.1 15.2011 075 1 40 100 20.3014 0.60 130 0.65 30.4014 0.50 1.25 0.45 110 !yes noT Start 1 Electric Resistance: Space heating systems wArch use electte resistance elements as the primary heating system including baseboard, radiant and forced are units when the total electric resistance heat capacity exceeds 1.0 Wtre came gross conditioned floor area. Exception: Heat pumps and terminal elecms resisanee heating in vanabte air volume distribution systems. Electric Resistance Co H\ eat? ! -yes All insulation installed? IOpaque Walls R -11 Masonry walls (int) U -0.19 :Masonry walls (other) U -0.25 ;Below grade walls (ext) R -10 Below grade walls (othr) R.11 'Roots overatbcs R.30 PII otter roofs R.21 Floors overuncond.sp. R•19 (Slabs- on-grade . R•10 !Radiant floors R -10 !Opaque doors U -0 .60 Glazing Cnteria Met? Glazing Vert OH t Area % U U SHGC 100.15% 0.90 1.45 1.00 1 15.20% 0.75 1.40 1.00 i 20.3014 060 1.30 0 65 13040% 0.50 1.25 0.45 no I 1 yes Ir JCamponent Performance or �j Systems Malysis Required ti .... . Masonry \, / An \ Wall Criteria OK ?y44 walls R•19 yes •. (below) % . no N}nsutabon?/ r All Insulation Installed? Opaque Walls R.19 Masonry walls (int) U -0.19 Masonry walls (other) U -0.25 Below grade walls (ext) R -10 Below grade walls (othr) R.19 Roots over attics R -38 I other roofs R•30 Floors over uncond. R -30 Slabs-on-grade R•10 Radiant floors Rr10 Opaque doors U -0.60 Glazing Criteria Met? Glazing Vert OH Area % U U SHGC 00.2014 0.40 0.80 1.00 Presenpttve Path Allowed F Yes n T Yes 'Gtazin ?/ no \.1. Yes All Insulation Insulted? Opaque Walls R -19 Below grade wills (ext) R•10 Below grade walls (othr) R -19 Roots over area R -38 All other roofs R.30 Floors over uncond. R.30 Stabs.on•grad• R -10 Radiant floors R -10 Opaque doors U -0.60 Glazing Cntena Met? Glazing Vert OH Area % U U SHGC 00.2014 0.40 0.80 1.00 yes I nO Concrete/Masonry Option* Wall Heat Capacity (HC) Assembly Description Assy.Tag HC" Area (s!) HC x Area Totals Area weighted HC: divide total of (HC x area) by Total Area 11 the area weighted heat capacity (HC) of the total above grade wan Is a' minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided: for an other walls. use Section 2009. 1 1994 Washingtr State Nonresidential Energy Code Compliance Form Building Permit Plans Checklist ENV -CHK 1994 Washington Stets Energy Cods Compliance Forms Apnl. 1994 Project Address �. � I 54 - 5 ,D r y i:.1 �- .27 -.,, atln.. , , r64. Date Am... ici , Iia ) The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. ' Applicability circle one) Code ( I Section Component ,Information Required I Location I on Plans/ Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 1302 Scope Space heat type Unconditioned spaces identified on plans if allowed Yes n o (n,si, Electric resistance yej no n.a. Other Indicate on plans that electric resistance heat is not allowed ?\ 1.3 no (n.a:, 1310.2 1311 Semi - heated spaces Insulation Semi - heated spaces identified on plans if allowed ,yes yes no n.a. 1311.1 Insul. installation Indicate densities and clearances yes no n.a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts A 7. 1 yes) no n.a. 1311.3 Wall insulation Indicate R -value on mil sections; Indicate face stapling of faced baths; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTO: A7. i yes no n.a. 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents ( yes) no 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 grade exterior insulation is protected A-1.1 • yes no n.a. 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 req'd. b Official tP no n.a. 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 1.3 "yes no n.a. 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings ai.•.t (- --` ,, yes) no n.a. 1312.2 SHGC (4 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 )..7. 1 e no n.a. 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. Ai. no n.a. 1313.3 Wall va • • r retarder Indicate va • • r retarder on wall section 47, !yes) no n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section ` 1. 1, yes no ',n.a} 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage (yea) no n.a. ani no n.a. 1314.1 1314.2 Bldg. envel. sealing Giazin• /doorsealin• Indicate sealing, caulking, gasketing, and weatherstripping Indicate weatherstrip•in• 4,. 1 yes no (n.a) 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing 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 no is circled for any question, provide explanation: 1994 Washingt' State Nonresidential Energy Codr Thmpliance Form Building Permit Plans Checklist 1994 Washington Stale Energy Coos Complance Forms ENV -CHK Apnt. 1994 Envelope - General Requirements 1311 lnsulation 1311.1 Installation Requirements: All insulation materials shall bo installed according to the manufacturer's instructions to achieve proper densities. maintain clearances, and maintain uniform R- values. To the maximum extent possible, insulation shad extend over the full component area to the intended R -value. 1311.2 Roof /Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the tniss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof /ceiling assembly shad be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shad be protected. 1311.4 Floor Insulation: Floor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty - four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab-On-Grade Floor: Slab -on -grade insulation installed inside the foundation wad shall extend downward from the top of the slab a minimum distance of twenty -four inches or to the top of the footing, whichever is less. Insulation installed outside the foundation shall extend downward a minimum of twenty -four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty -six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -six inches. If required by the building official where soil conditions warrant such insulation. the entire area of a radiant floor shall be thermally isolated from the soil. Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312,1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on Model Size AA or BB. Product samples used for U- factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shall be assigned the default U- factor in Section 2006. • 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified; independent agency, 6eensed by the NFRC. Exception: Shading coefficients (SC) shah be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS -27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal R -value between it and the conditioned space. 1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shad be provided with a vapor retarder. Roof /ceiling assemblies without a vented airspace. where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete stab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between wads and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs: and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Budding assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. 1994 Washin e , ' State Nonresidential Ener Codr ^om a Iiance Form Envelope UA Calculi rions Climate Zone 'iI 1994 Washington State Noruaiaennal Energy Code Compitance Forms ENV -UA Apt 1994 Project Address E_,,., 54 s 1 - 53rd ' S -r w i w o � U Date M!rG 14 Lq , k a,i 6G Space Heat Type ) ❑ Electric resistance , ci3'An other For Building Department Use Glazing Area as % gross exterior wall area 111-S.% (9,C9% F{r, Area Concrete/Masonry Option 0 Yes ErNo 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 List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) --Target UA U- factor x Area (A) = UA (U x A) c > 0 'U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0-15% 0.40 0.90 >15 -20% . 0.40. 0.75 >20 -30% not allowed 0.60 >30-4056 not allowed 0.50 (see Table 13-1 for ConclMasonry values) Overhead Glazing U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U- Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating 0-15% 0.80 1.45 >15 -20% 0.80 1.40 >20-30% not allowed 1.30 >30 -4046 not allowed 1.25 (see Table 13-1 for Conc/Masonry values) Opaque Doors U= Plan ID: U= Plan ID: U= Plan ID: Electric Resist. Other Heating 0.60 0.60 $ O R= Plan ID: R= Plan ID: R= Plan ID: • Electric Resist. Other Heating 0,031 0.036 Other Roofs R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.034 0.050 Opaque Walls' R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Healing Ordinary 0.062 0.14 Metal stud 0.11 0.14 Conc(int) 0.19 0.19 Conc(oth) 0.25 0.25 Below Grade Walls R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 ;, N 6 u- n R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist. Other Heating 0.029 0.056 . g. H 47) R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: Electric Resist, Other Heating F =0.54 . F =0.54 (see Table 13-1 for radiant floor values) For CMU walls, Indicate core insulation material. For compliance: . Totals' Totals' 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. 1 1994 Washin tr State Nonresidential Ener Code ^om a Iiance Form • • Envelope SHGC Calc Iations Climate Zone 1 1944 Washington State Nonresia ennal Energy Code Compliance Forms ENV -SHGC Apse, I 4 Vertical Glazing List components by assembly ID & page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A ePlan 'Plan ID: Plan ID: ID: Plan ID: Plan ID: Plan ID: 6: Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 >20-30% not allowed . 0.65 >30.40% not allowed ' . 0.45 ' (see Table 13-1 for ConGMasonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totals Totals' 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing • -' List components by assembly ID 8 page # Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A Overhead Glazing Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: 6: Glazing % Electric Resist. Other Heating 0-20% 1.00 1.00 >20.30% not allowed 0.65 >30 -40% not allowed 0.45 (see Table 13.1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: Totals 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. Glazing Area Opaque Area Gross Exterior Wall Area Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls 1: OG= 2: OG= 3: VG= 4: 5: 6: f X Max Glazing Area (Table 13 -1) % 100 Maximum Target Glazing Area 7: Target OG Area in Roofs over Attics Target OG Area in Other Roofs 7: Roofs over Attics Other Roofs Walls 1: lesser (circle) 7: Max OG Remaining 2: Target VG Area 8: Proposed Opaque Area Proposed OG Area II lesser (circle) 8: VI Target OG AreaW + 1 : —' 5: + 2: Total Ta get OG Area (sum #10 + #11) Proposed Opaque Area 16: Proposed VG Area 3: Target VG Area 10: 11: 12: . 19: 9: Target Opaque Area 13: 14: Target Opaque Area 15: Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. 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 8 12 are also used in the applicable Target SHGC calculations above. 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Sum , Ty MECH -SUM 11$4 Washington State Nonresidential Energy Coda Compience Forms Arty, 111114 Project Info Project Address Asa _ TU �� I k` Brand Name' Date 1,A 4r. 111 IC�Q� t 15461 - rJ'c /We' . Total CFM For Building Dept. Use Tf4k wi(& WA. IPLV3 Applicant Name: L3 A.4C.cL`11 - 4 re PkNv tact Applicant Address: 1201 - f me S. , SJt. , 102 , 5.e...1:1-1e Applicant Phone: Czocg,) se,3 sos0 \A,A 1517A- Project Description Briefly describe mechanical system type and features. Compliance Option ❑ Simple System ❑ Complex System ❑ Systems Analysis (See Decision Flowchart (over) for qualifications) Equipment Schedules The following Information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill In the required information below. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Total CFM OSA CFM Econo SEER or EER IPLV3 Location • Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity2 Total CFM OSA cfm Econo Input Btuh Output Btuh Efficiency' • Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP • Flow Controls Location of Service • 'If available. 2 As tested according to Table 14- 1,14.2 or 14-3. ' If required. ' COP, HSPF, Combustion Efficiency, or AFUE, as applicable. i Flow control types: VAV, constant volume, or variable speed. 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary ck) MECH -SUM 1994 Washington Slats NonrsNdsndar Energy Cods Compssnu Forms July. 19N System Description See Section 1421 for full description of Simple System qualifications. If Heating/Cooling or Cooling Only: ❑ Constant vol? 0 Spilt system? ❑ Air cooled? ❑ Packaged sys? ❑ <54,000 Btuh? ❑ Economizer included? If Heating Only: ❑ <5000 cfm? (a <70% outskfe air/ 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. System Type satin• Coolin or Cooling Only onstan olume Heating Only it Cooled? <5000 cfm? Reference, Sec. 1421 <70% OA no ackage yes stems no 54,000 Btuh 1900 cfm Split stem no' yes yes Reference, Sec. 1423 , 54,000 Btuh 1900 cfm )a- no' ► no use Complex Reference System Sec. 1430 Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex Systems requirements are applicable to this project. • • MW*%. arnw, 1994 Wa ^hington State Nonresidential Energy Code Cotrnliance Form Mechanical Permit • lans Nonresidentist Energy Code Compianw Checklist MECH -CHK 1154 Washington Stout Forms - JuV, iflr Protect Address ' 5 J _ 53rd IBC S , Tu %.vJ ae-, (,�► Date g., t o t 'glee, The following Information Is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQ CREME Si-Sections 14 1 -1424) 1411 Eqpmt performance yea no n.a. 1411.4 Pkg. elec. htg.& cig. Ust heat pumps on schedule yes no n.•. 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1412 HVAOcontrois yes no a.a. 1412.1 Temperature zones indicate locations on plans ye• no n.a. 1412.2 Deadband control Indicate 5 degree deadband minimum yea no a. a. 1412.3 Humidity control Indicate humidistat yea no n.a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 ditf. day types yes no a.a. 1412.4.1 Dampers Indicate damper location and automatic controls yes no n. a. 1412.5 Heat pump control Indicate microprocessor on thermostat schedule y no n.a. 1412.8 Combustion htg. Indicate modulating or staged control yes no n. • . 1412.7 Balancing Indicate balancing features on plans y no n.a. 1422 Thermostat interlock Indicate thermostat interlock on plans y no n.a. 1423 'Economizers Equipment schedule 141-3 Alt economizers yea no n. • . 1413.1 Operation indicate 100% capability on schedule ys• no n. a. 1413.2 Control Indicate controls able to evaluate outside air ye• no n. a. 1413.3 Integrated operation Indicate capability for partial cooling 1414 Ducting systems yea no a. a. 1414.1 Duct sealing Indicate sealing necessary yea no n.a. 1414.2 Duct insulation Indicate R -value of insulation on duct yes no n.a. 1415.1 Piping insulation Indicate R -value of insulation on piping yes no n.a. 1424 Separate air sys. Indicate separate systems on plans yea no Mech. Sum. Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. y no n.a. 1441 Elec. water heater Indicate R -10 insulation under tank y 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 yea no n.a. 1453 Pool heater controls indicate switch and 65 degree control yea no n.a. 1454 Pool covers Indicate vapor retardant cover y no n.a. 1454 Pools GO+degrees Indicate R -12 pool cover no is circled for any question, provide explanation: 1994 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit PIaL.. Checklist 1994 Washington State Nonrss3danttat Energy Cods Compliance Forms MECH -CHK . July. 1994 Mechanical - General Requirements 1412 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device. Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone. At a minimum, each floor of a building shall be considered as a separate zone. 14122 Deadband Controls: When used to control both comfort heating 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 the zone is shut off or reduced to a minimum. Exceptions: 1. Special cccupancy, special usage, or cods requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut -Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods d non -use or alternate use of the spaces served by the system. The automatic controls shall have a minimum seven -day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same terrperature setpoint 2. Equipment with full load demands of 2 kW (6,826 Btu/h) or less may be controlled by readily accessible manual off- hour controls. 1412.4.1 Dampers: Outside air intakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system is cif or upon power failure. Stair shaft and elevator shaft smoke relief openings shall be equipped with normally open dangers. These dampers shall remain closed in normal operation until activated by the fire alarm system or other approved smoke detection system. Exceptions: 1. Systems serving areas which require continuous operation. 2 Combustion air intakes. 1412.5 Heat Pump Controls: Unitary air cooled heat pumps shall include microprocessor controls that ninimize supplemental heat usage during start-up, sat-up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of heat. Controls shall indicate when supplemental heating Is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shall have modulating or staged ccmbustion control. Exceptions: 1. Boilers. 2. Radiant Heaters. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, terrperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dangers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. 1413.2 Control: Air economizers shall be controlled by a control system capable of determining if outside air can meet part or all of the building's cooling loads. ' 1413.3 Integrated Operation: Building Heating (Energy: Air economizers shall be capable d providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling bed. Controls shall not predude the economizer operation when mechanical cooling is required simultaneously. Exception: Economizers on individual, direct egansion, cooling systems with capacities not greater than 75,000 Btu/h may include controls that limit simultaneous operation of the economizer and mechanical cooling for the purpose of preventing ice formation on ccofing coils. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as follows: 1. Static pressure: 1/2 inch to 2 inches; seal transverse joints. 2. Static pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. 1414.2 Insulation: Ducts and plenums that are constructed as part d the building envelope shall meet the requirements of Chapter 13. Other ducts and plenums shall be thermally insulated per Table 14.5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condenseion. 3. Exposed ductwork within a space that serves that space only. 1415 Piping Systems 1415.1 Insulation: Piping shall be thermally insulated in accordance with Table 14-6. Exception: Piping installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be insulated in accordance with Washington Sta:o Plumbing Code (WAC 51.26) 1420 SIMPLE SYSTEMS (PACKAGED UNITARY EQUIPMENT) 1421 System Type: To qualify as a simple system systems shall be one of the following: a. Air cooled, constant volume packaged equipment, which provide heating, cooling or both, and require onty external connection to duct work and energy services. b. Air cooled, constant volume split systems, which provide heating, cooling or both, with cooling capacity of 54,0001311A or less. c. Heating only systems which have *capacity of less than 5,000 dm or which have a minimum outside air supply of less than 70 percent of the total air circulation. All other systems shall compy with Sections 1430 through 1438. 1422 Controls: In addition to the control requirements in Section 1412, where separate heating and cooling equipment serve the same temperature zone, thermostats shall be interlocked to prevent simultaneous heating and cooling. 1423 Economizers: Economizers meeting the requirements d Section 1413 shall be installed on packaged roof top fan-cooling units having a supply capacity of greater than 1,900 dm or a total cooling capacity greater than 54,000 Btu/h. The total capacity of all units without economizers shall not exceed 240,000 Btu/h per building. 1424 Separate Air Distribution Systems: Zones with special process temperature requirements and/or humidity requirements shall be served by separate air distribution systems from those serving zones requiring only ' comfort conditions. :.,vw: sex:.:,. n,.,. xa. s, w. r,,.«.......,. 4.».... W. T- .,.._........_..__.._._......._ . . 1994 Washington State Nonresidential Energy Code Compliance Fomi Mechanical - 1994 Wtas{thplei State Nonnsldsntal Corr :,v, ex Many Coda Compliant* Systems Checklist Forma MECH -COMP July, 1994 Project Address t5a) (54 1 " S3rd s, .�.���t Date d 1q) Ky;e _ The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements In the Washington State Nonresidential Energy Code. 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 information In separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (circle) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY yam no n.a. 1431.1 Fleiaassem. sys. Provide calculations 1432 Controls yam no n.a. 1432.1 Setback & shut -off indicate separate systems or show isolation devices on plans 1432.2 Temp. reset control - yea no n.a. 14322.1 /* systems Indicate automatic reset yea no a.a. 1432.2.2 Hydronic systems indicate automatrc reset yes no to. a. 1433 Economizers Indicate economizer on equipment schedule or provide calculations to justify exemption yea no n.a. 1434 Separate air sys. 'Indicate separate systems on plans yea no n. a. 1435 'lImul. htg. & clg. -indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified y.a no M.A. 1436 Heat recovery - Indicate heat recovery on plans; complete and attach heat recovery calculations yea no n.a. 1437 -Elec. motor eflic. 11ECH -MOT or Equip. Schedule with hp, rpm, efficiency yea no n.a. 1438 Variable flow sys. -Indicate variable flow on fan and pump schedules no is circled for any question, provide explanation: 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 Section 1411.1 Equipment Perf. Shall Meet Tables 14-1 through 14-3 Assembled Equipment Equipment No Section 1431.1 Calculations of Total On -site Energl Input & Output Required Capacity of HW Heating System Greater Mum 600,000 Htuh? No Air System Serving Multiple Tones Section 1432.2.1 Supply Air Reset Controls Required (continued on back) 1994 Washington State Nonresidential Energy Code Compliance Form • Mechanical - Complex .ystems (back) MECH -COMP 1094 Washington Stale Nonresidential Energy Coda Compliance Fortes (continued from front) duty, 1994 Seedeo 1437 Motors We Mee Efficiencies is Table 144 Electric 1 1 Seetion1411.4 Must be Heat Pump 0 No Non- Electrie r Section 14114 Modulating a Staged Combustion Controls Required No 1 Seetloo 1436 50% Effective Heat Recovery System Required No No Y Yes Section 1435 Simultaneous Heating Cooling Probibit ed 1* - ii`VVi15 11f itgtO i : J" C` a1V1 'O0i1rZ".irktrifirrcrec rrzrr r- .a -vvr... Electric Motors MECH -MOT lee. Waaarrrel m 5.W Energy C... Gemstone* f ProjsetAddress Ste, , 15451 - 5-3Pel Me 5,, Tu%.w lA• NO. °ate t OW% VI , lei �o Complete the following for all design A 8 ti squirrel-cage, 7-frame induction permanently wired polyphase motors Noon 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm (unless one of the exceptions below applies)• For Building Department Use . Motor - T No. or • Type , . Synch. Location HP (open or dosed) Description of Application or Use • Spead • M in.Nam. Full toed Efficianev Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the eKiciency requirements for HVAC equipment (Tables 14.1 or 14-2) . 3. Motors that are an integral part (i.e. not easiy removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (Le. if the onty U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. Open Motors Closed Motors 'Synchronous Speed (RPM) 3,600 1.800 1.200 3.600 1.800 1.200 HP Efficiency %) Efficiency (%) 1.0 - - 82.5 80.0 75.5 82.5 80.0 1.5 82.5 84.0 84.0 82.5 84.0 85.5 • 2.0 84.0 84.0 85.5 84.0 84.0. 86.5 3.0 84.0 86.5 86.5 85.5 87.5 87.5 5.0 85.5 87.5 87.5 87.5 87.5 87.5 7.5. 87.5 68.5 88.5 88.5 89.5 89.5 10 88.5 89.5 90.2 89.5 89.5 89.5 15 • 89.5 91.0 90.2 90.2 ` 91.0 90.2 20 90.2 91.0 91.0 90.2 91.0 90.2 25 91.0 91.7 91.7 91.0 92.4 91.7 30 91.0 92.4 92.4 91.0 ` 92.4 91.7 40 91.7 93.0 93.0 91.7. 93.0 93.0 50 92.4 93.0 93.0 92.4 93.0 93.0 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 94.1 93.6 93.0 94.1 93.6 100 93.0 94.1 94.1 93.6 94.5 94.1 125 93,6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 Exceptions: 1. Motors in systems designed to use more than one speed of a multi -speed motor. 2. Motors already included in the eKiciency requirements for HVAC equipment (Tables 14.1 or 14-2) . 3. Motors that are an integral part (i.e. not easiy removed and replaced of specialized process equipment (i.e. equipment which requires a special motor, such as an explosion -proof motor). 4. Motors integral to a listed piece of equipment for which no qualifying motor has been approved (Le. if the onty U.L. listing for the equipment is with a less- efficient motor and there is no energy - efficient motor option). For motors claiming an exception, list motor and note which exception applies. 1994 Wa,°' 'igton State Nonresidential Energy Code Com- ",nce Form . Lighting Summary LTG -SUM 1914 Washington Slats Nonresidential Energy Coda Compliance forme July.1194 Project Info Project Address 6.5A - -rokwi `� Allowed Watts per ft2 " Date %'W'Glq in i 19 CL(0 1545 1 ' S3rcl /.VE s. Covered Parking For Building Department Use -Tv kwi i (tom. tk)A. Applicant Name: L. i� hiC.-ki'Ce...c.'hAre 4 Plow, et I A -,, Open Parking Applicant Address: t ) - 4k 1 5. , ste► . 102 , SelA E. !!:A Applicant Phone: C2o�(,) 5e 3 - ,30 b 1 s4' Project Description a New Building ❑ Addition ❑ Alteration Compliance Option ❑ Prescriptive ❑ Ughting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location (floor /room no.) Occupancy Description Allowed Watts per ft2 " Area in ft2 Allowed x Area Covered Parking 0.2 W /ft2 Open Parking 0.2 W/f 2 Outdoor Areas 0.2 W/ft2 Bldg. (by facade) • 0.25 W /ft2 Bldg. (by perim) 7.5 WAf " From Table 15 -1 (over) - document all exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Covered Parking 0.2 W /ft2 Open Parking 0.2 W/f 2 Outdoor Areas 0.2 W/ft2 Bldg. (by facade) • 0.25 W /ft2 Bldg. (by perim) 7.5 WAf Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Location Description Allowed Watts per ft2 or per If Area in ft2 (or If for perimeter) Allowed Watts x ft2 (or x tf) Covered Parking 0.2 W /ft2 Open Parking 0.2 W/f 2 Outdoor Areas 0.2 W/ft2 Bldg. (by facade) • 0.25 W /ft2 Bldg. (by perim) 7.5 WAf Note: for building exterior, choose either the facade area or the perimeter method, but no both) Total Allowed Watts Proposed Lighting Wattage (Exterior) May not exceed Total Allowed Watts for Exterior) Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1994 War' 1igton State Nonresidential Energy Code Compliance Form Lighting Summary (bah 1944 Washington State Nonresidential Energy Code Compliance Forms LTG -SUM July, 1994 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers ❑ Other Qualification Checklist Note: If occupancy type Is 'Other' and fixture answer Is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here If at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -8, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Use' LPA' (W/ft2) Use' LPA (W /ft°) Painting, welding, carpentry, machine shops 2.3 Police and fire stations° 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hdei banquet/conference/exhibition hall'` 2 Assembly spaces °, auditoriums, gymnasia °, theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars° 1 Cafeterias, fast food establishments° 1.5 Retail A10 1 Factories, workshops, handling areas 1.5 Retail B10, Retail banking 1.5 Gas stations, auto repair shoos° 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses ", storage areas 0.5 Libraries° 1.5 Aircraft storage hangars 0.4 Nursing hones 1.5 Parking garages See so=wn 1532 Wholesale stores (pallet rack shelving) 1.5 • Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5.7" 1.2 Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of 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 of 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 foot. 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 are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. l W �. 1994 Wa,� "'n.gton State Nonresidential Energy Code Com�ntrance Form Lighting Permit NonnekrsnMsl PIa s Checklist Energy Cods Completes LTG -CHK AAA i,,1 1114 Washington Ms% Fame tt -- Project Address t 15+51 - 5 .7j4 �Vir I —rUk1i1Gtr vim4 IData ttAcvr. t , to4 The following Information Is necessary to check a fighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (circle)' Code Section Component Information Required Location on Plans Building Department Notes LIGHTING ONTROLS (Section 1513 yam no n.a. 1513.1 Local control/access Schedule with type, Indicate locations yes no a .a. 1513.2 Area controls Maximum limit per switch 1513.3 Daylight zone control Schedule with type and features, Indicate locations yes no n.a. vert caFgFaxng Indicate vertical glazing on plans ya no n.a. overhead glazing indicate overhead glazing on plans yes no n.a. 1513.4 DI pia /exhjb/spedal Indicate separate controls 1513.5 Exter;or shut -off Schedule with type and features, Indicate location yes no n.a. la) timer w/badcup ndicate location yes no n.a. lb) photocell. ndicate location 1513.6 inter. auto shut-off indicate location yes no n. a. 1513.8.1 (a) occup. sensors edule with type and locations yes no n.a. 1513.82- (b) auto. switches - edule with type and features (back -up, override capability); Indicate size of zone on plans ' 1 ' , ect ons 20 -22 or l - yea SO ghting Sum.Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture ELECTRIC OTORS (Section 1511) yea no n.a. Melo motor efficiency i MECH-MOT or Equipment Scnedule with hp, rpm, efficiency no Is circled for any question, provide explanation: C' • 1.4 t• 1994 W .' hington State Nonresidential Ens...). Code Comolitance Form Lighting Permit Plans ecklist 1551 WYNNpon Stale NomoNdaalos Envy Cods Compranee Forms LTG -CHK Jury,551 Lighting - General Requirements 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be presided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of fuming off all lights within the space. The controls shall be ready accessible, at the point of entry/exit, to personnel occupying or using the apace. Exceptions: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The mardmum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independenty. Circuit breakers may not be used as the sole means of switching. Exceptions: 1. Industrial or manufacturing process areas,.as may be required for production. 2. Areas less than five percent of the building footprint for footprints over 100,000 ft2. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant-sensing automatic controls, which control the lights independent of general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut -off Controls, Exterior: Exterior lighting not intended for 24 -hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and photocell. Automatic time switches shall also have program back -up capabilities, which prevent the Toss of program and time settings for at least 10 hours, If power is interrupted 1513.6 Automatic Shut-Off Controls, Interior. Office buildings greater than 25,000 ft2 and all school classrooms shall be equipped with separate automatic controls to shut off the fighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. Exceptions: 1. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency fighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automaticalty tuming off all the fights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic hoiiday'shut -otf feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over-ride switching device which: a. is readily accessible; b. is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; c. is manually operated; d. allows the lighting to remain on for no more than two hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft2 or 5 percent of footprint for footprints over 100,000 ft2, whichever is greater. ......_._ ___.........._........ w- a,.+.....,,. w.« . »...w..<..w,.»v�,.aiuwan,en.' Ito: �ta�romrwKa: nw. w+* n�. w..wr.uwm�ixLesw,m.vamr.nu+nr.c ..� n. �+✓+. r.- cr.• a., �. a. raaosw. 4wm ?�ss'reV•Ntnww.vv...:.•c....... GFNE COLIN Chair Ir'13 -.3 2 `:'41 1,1. �f��_.. L Cit:G. m41- `Atilt- f.c=5. STATE OF WASHINGTON STATE BUILDING CODE COUNCIL 906 Columbia Street SW • P.O. Hos 48300 • Olympia, Washington 98504.8300 • (206) 586.0486 • (SCAN) 321.0486 STATE BUILDING CODE COUNCIL INTERPRETATION NO. 92-09 (RANGE HOOD REPLACEMENT) CODE: Washington State Ventilation and Indoor Air Quality Code, Chapter 51 -13 WAC July 1991 Edition SECTION: Ventilation Code Section 101.3.1.2 QUESTION: When replacing a recirculating range hood, does the replacement equipment need to satisfy the requirements list in the Ventilation and Indoor Air Quality Code? ANSWER: For this nine -story multi- family project, the answer is yes. Section 101.3.1.2 is very specific stating that the alteration and repairs must meet to the requirements of the Ventilation and Indoor Air Quality Code. In this case, since the alteration includes replacement of kitchen ventilation equipment, the project does need to meet the requirements in Section 302.2.1 Source Specific Ventilation of the Ventilation and Indoor Air Quality Code. °R L.0 1,101,C, 1.Cx t %`.; ?- I !�'(`I�A("CC�!•1 Administered by the Department of Community Development March.13, 1992 To: From: Date: Subject: WATER Extended Stay Inn SEPA Comm nts Ron Cameron, City Engineer L) February 12, 1996 SEPA comments A 10 inch main will complete looping the system along 51 Ave S between 51 Ave S & Klickitat and 51 Ave S/S 144 St to serve these properties including Extended Stay. Mitigation for the additional water system demand is for Extended Stay to construct this piece (approximately 250 feet) along part of the Extended Stay frontage and be included with upgrading the existing system on site that will be relocated with the building construction. Easements will be needed for the new waterline location. SEWER $3,679.26 LID assessment for proportionate fair share of the sewer construction; same requirement provided to American Med Tech and other previous developers of this parcel. DRAINGAGE Drainage design details are being addressed with the Geo Engineers soils report that was received February 8, 1996. The drainage design and detention construction details will need to comply with King County SWM Design Manual standards and Geo Engineering report recommendations. Additional geotechnical information may be required as additional design and construction information is developed. TRANSPORTATION Extended Stay affects the following intersections based on the peak hour distribution * (received Feb 5) and proportionate mitigations are: SouthcenterPkWy /Strander increase to 2010 is 954 trips andimprovement cost is $134,000. The prorated share is$140 /trip. 9 peak hour trips mitgation is $1,260. SouthcenterPkWy /S 168 St increase to 2010 is 899 trips and improvement cost is $250,000. The prorated share is $278 /trip. 3 peak hour trips mitgation is $834. Andover Park E /Baker increase to 2010 is 663 trips and improvement cost is $250,000. The prorated share is $377 /trip. 2 peak hour trips mitgation is $754. Andover Park E /Strander increase to 2010 is 694 peak hour trips and improvement cost is $94,000. The prorated share is $135 /trip. 5 peak hour trips mitgation is $675. SouthcenterPkWy /Minkler increase to 2010 is 907 peak hour trips and improvement cost is $122,903. The prorated share is $136 /trip. 3 peak hour trips mitgation is $408. Andover Pk W /Minkler increase to 2010 is 1360 peak hour trips and improvement cost is $121,500. The prorated share is $89 /trip. 6 peak hour tripe mitgation is $534. * PM peak hours are used in the traffic study; noon peaks are used for the CBD because they are typically 10% higher. The SouthcenterPkWy /Strander 8 trips was increased to 9 and the AndoverPkE /Strander was increased to 6 by adding that 10% in the preceding calculations. The total traffic mitigations are $4,465. Sidewalk, curb, and gutter required by ordinance on 51 Ave S is to be foregone: 51 Ave S connects to the SR518 freeway to the west and Klickitat where there are no attractions for pedestrian traffic, there's high speed traffic, and no foreseeable (20 or more years) pedestrian facilities planned, 51 Ave S to the north is narrow, has abrupt edges along the east side, and. has no attractions for pedestrian traffic, and extremely expensive street /pedestrian improvements are not foreseen in the next 20 years, so that encouraging ped traffic along the Extended Stay frontage would be a significant safety concern for their pedestrian traffic and other pedestrian traffic. In lieu of the 51 Ave S sidewalk, curb, and gutter, a sidewalk connecting the site and 53 Ave S along one aide of the access street is recommended as mitigation. It will serve ped traffic between the site and pedestrian attactions along Sout }.center Blvd, bus service, and other destinations. • • '•Report .. Geotechnical• Engineering : Services Proposed Extended Stay Inn • Tukwila, Washington February 7, 1996 • 1-'•• Geo OEngineers 1 1 February 7, 1996 ESA Development Inc. 1611 116th Avenue Northeast, Suite 228 Bellevue, Washington 98004 -3024 Attention: Mr. Dan Sterns .1 v Itir Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska INTRODUCTION We are pleased to present four copies of our "Report, Geotechnical Engineering Services, Proposed Extended Stay Inn, Tukwila, Washington." The scope of our services for this work is described in our proposal dated December 28, 1995. Authorization to proceed with the services was provided by Mr. Dan Sterns on December 29, 1995. Our scope of services includes additional test pit explorations in the area proposed for the detention ponds to supplement our previous study. The results of our previous study are presented in our "Report, Geotechnical Engineering Services and Phase I Environmental Site Assessment, Proposed Hotel /Office Building Site, Tukwila, Washington" for Bedford Properties dated March 19, 1990. The preliminary results of our geotechnical study regarding the proposed detention pond location are presented in a memorandum titled "Preliminary Geotechnical Assessment, ESA Development Project, Tukwila, Washineton" dated January 25, 1996. SUMMARY OF CONCLUSIONS Based on our understanding of the proposed project and the results of our exploration and analyses, it is our opinion that the project can be constructed as proposed. The following section provides a summary of the significant geotechnical aspects of the project. A detailed discussion of these issues is presented in the text of this report. • The existing fill and native soil may be used for fill where compaction to about 90 percent of maximum dry density is adequate. Moisture conditioning or chemical stabilization will be necessary to achieve higher degrees of compaction. • The existing fill and native soil may also be exported from the site and used similarly as structural fill on other sites. GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, u'A 98052 Telephone (206) 861.6000 Fax (206) 861-6050 Printed on recycled paper, ESA Development, 1 February 7, 1996 Page 2 • The building foundations can be supported on the dense /hard native soil. • The planned detention pond location at the north end of the site is satisfactory providing a liner is installed to reduce the risk of seepage water from adversely effecting the adjacent slope. We appreciate the opportunity to be of further service to you on this project. If you have any questions regarding the contents of this report or if we may be of further service to you at this time, please call. JJM:LSP:vvl Document ID: 4830001.82 cc: Mr. Royce Berg LPN Architecture and Planning, Inc. 1201 4th Avenue S, Suite 102 Seattle, WA 98134 Mr. Gary Warner Warner Engineering 5122 Olympic Drive NW, Suite B204 Gig Harbor, WA 98335 Yours very truly, Geo �gineers '7 fi :o cFadden, P.E. P ojec Manager Peterson, P.E. ssociate G e o E n g i n e e r s File No. 4830. 001.28- 1130/020796 �...- ve4emv. CONTENTS INTRODUCTION SCOPE SITE DESCRIPTION SURFACE CONDITIONS SUBSURFACE CONDITIONS Page No. 1 1 2 2 3 CONCLUSIONS AND RECOMMENDATIONS 4 GENERAL 4 SITE PREPARATION AND EARTHWORK 5 Site Preparation 5 Structural Fill 6 Temporary and Permanent Slopes 6 Detention Pond Design 7 SHALLOW FOUNDATION SUPPORT 7 FLOOR SUPPORT 8 LATERAL RESISTANCE 8 PAVEMENT SUBGRADE 9 DRAINAGE CONSIDERATIONS 9 ROCKERY CONSTRUCTION 9 LIMITATIONS 10 FIGURES Figure No. Vicinity Map 1 Site Plan 2 APPENDICES Page No. Appendix A - Field Explorations and Laboratory Testing A-1 APPENDIX A FIGURES Figure No. Soil Classification System A -1 Logs of Test Pits A -2 ... A -3 Summary of Moisture Content A -4 G e o E n g i n e e r s i File No. 4830-001 -28- 1130/020796 i •-• CONTENTS (continued) Appendix B - Field Explorations and Laboratory Testing APPENDIX B FIGURES Page No. B -1 Figure No. Soil Classification System B -1 Logs of Test Pits B -2 ... B -6 Summary of Moisture Content B -7 G e o E n g i n e e r s li File No, 4830. 001 -28- 1130/020796 • li REPORT GEOTECHNICAL ENGINEERING SERVICES PROPOSED EXTENDED STAY INN TUKWILA, WASHINGTON FOR ESA DEVELOPMENT, INC. INTRODUCTION This report presents the results of our geotechnical engineering services for your proposed extended stay inn to be located in Tukwila, Washington. The site consists of two adjoining properties. The location of the site is shown in the Vicinity Map in Figure 1. We have reviewed preliminary plans titled "Extended Stay Inn, Tukwila, Washington for Extended Stay America, Inc." (Sheets A -1 through A -5) by LPN Architecture and Planning dated November 13, 1995 and the proposed detention pond layout by Warner Engineering which we received January 16, 1996. We understand that the two adjoining properties will be developed by building a three -story hotel. We further understand that cuts to about 14 to 16 feet deep will be necessary to achieve design grades. The proposed structure will be a wood -frame three -story structure with an on- grade floor slab and parking all around. The proposed lowest finished floor elevation will be about Elevation 114 feet. A detention pond will be located at the northeast corner of the parking lot above a slope. Based on the elevations shown on the plans, we expect that the detention pond will be excavated to about Elevation 98 and will have sideslopes inclined at 3H:1V (horizontal to vertical). The top of the berm which will form the side of the detention pond above the adjacent slope will be at about Elevation 104 feet. A previous geotechnical engineering study was performed on the north portion of the site for Qestar Development, Ltd. by Earth Consultants, Inc. (ECI) in 1980. The report entitled "Geotechnical Engineering Study, Proposed Office Building, 51st Avenue South, Tukwila, Washington," dated October 29, 1980, was made available to us previously by Bedford Properties. GeoEngineers also completed a previous geotechnical study of the site the results of which are presented in our "Report, Geotechnical Engineering Services and Phase I Environmental Site Assessment, Proposed Hotel /Office Building Site, Tukwila, Washington" for Bedford Properties, Inc. dated March 19, 1990. SCOPE The purpose of our services is to provide an updated geotechnical report which includes recommendations for the proposed development. Our specific scope of services includes the following tasks: G e o E n g i n e e r s 1 File No, 4830-001 -28- 1130/020796 1. Review the design drawings for the proposed development and our previous geotechnical report. 2. Excavate three to four test pits using a rubber -tired backhoe in the areas proposed for the detention pond and bioswale. 3. Provide recommendations for earthwork including stripping and grading, removal of soft, organic or other unsuitable material, and backfill placement and compaction. This will include utility trench backfill recommendations, allowable permanent cut and fill slope inclinations, and evaluating the effects of weather and construction equipment on the workability of site soils. 4. Develop recommendations for foundation design, including allowable soil bearing pressures and settlement estimates for shallow foundations. 5. Provide passive lateral earth pressures for lateral load resistance against footings and the coefficient of base friction against sliding. 6. Provide recommendations for subgrade preparation and support of on -grade floor slabs. 7. Provide recommendations for design of detention ponds and bioswales. 8. Provide recommendations for surface and subsurface drainage systems based on the ground water conditions encountered or expected. 9. Provide recommendations for rockery design, as necessary. 10. Provide recommendations for pavement design for parking areas and access roads, including subgrade preparation requirements. The pavement design recommendations will be based on traffic information provided by the owner, if available, or typical traffic volumes for the proposed facility. 11. Provide a written report containing our findings, conclusions and recommendations. Our report includes the exploration logs from our 1990 study and a site plan showing the layout for the proposed development. SITE DESCRIPTION SURFACE CONDITIONS The site is bounded by S. R. 18 to the south, 51st Avenue South to the west, Southcenter Boulevard to the north, and the•Qestar Commerce Center to the east. Access to the site will be from the east. Portions of the site are significantly overgrown with grass, brush and blackberry vines. Considerable debris and trash are present on portions of the site. The north portion of the site is generally higher than the south portion. The ground surface slopes from about Elevation 128 near the northwest portion of the site toward the southeast where the ground surface is at about Elevation 96 feet. A slope along the north margin of the site extends down to the north at an inclination of about 30 to 35 degrees to a creek located adjacent to Southcenter Boulevard. The south portion of the site abuts S.R. 518 which is considerably lower than the site. G e o E n g i n e e r s 2 File No. 4830 - 001 -28- 1130/020796 At the time of our 1990 study, a residence was present in the south portion of the site and the foundation of another residence in the north portion of the site. SUBSURFACE CONDITIONS Subsurface soil and ground water conditions were explored during this study at the proposed detention pond and bioswale location by excavating four test pits to depths of 2.5 to 14 feet at the locations shown on the Site Plan, Figure 2. Subsurface soil and ground water conditions were also explored during our 1990 study for other portions of the site. The locations of our previous test pits are also shown in Figure 2. A description of the field exploration procedures and logs of the test pits are presented in Appendix A. The field exploration procedures and logs of the test pits completed for our previous study are presented in Appendix B. The native subsurface conditions encountered generally consist of sand with a variable silt and gravel content overlying glacially consolidated silt. Fill consisting of silt, sand and gravel with varying amounts of organic matter was encountered over much of the site. The topsoil and root mass encountered is typically about 0.3 to 0.5 feet thick. Between 6 to 9.5 feet of fill was encountered in Test Pits 1, 2 and 8 from our previous study and test pits 1 through 3 for this study, which were located in the north portion of the site. In addition, approximately 3 feet of fill was encountered in Test Pits 5 and 6, located along the southwestern margin of the site and 2 feet or more in the test pits located along the east margin of the site. The fill encountered generally consists of gray to brown, medium stiff silt and brown, loose to medium dense sand with silt and gravel. Roots and wood debris were also noted in the fill. The fill is similar to the on -site native soils and may have been placed during construction of the houses which previously occupied the site or during construction of the Qestar Commerce Center which is located east of the site. The surficial native soils encountered where the fill was not present generally consists of about 1 to 2 feet of dark brown, loose silty sand with gravel containing variable amounts of organic matter and roots. Below this unit or the fill, approximately 2 to 3 feet of gray to brown, medium dense sand with a variable silt, gravel and cobbles content was encountered. Brown to gray, very stiff to hard silt was encountered below the native sand or fill to the bottom of most of the test pits at a depth of from 11 to 16 feet. On the north margin of the site, dense silty sand was encountered below the upper layers and extended to the bottom of test pits 1, 2 and 3 completed for this study. These units were very difficult to excavate and most of the test pits were terminated due to practical refusal. Ground Water Conditions: Ground water conditions encountered are indicated on the individual exploration logs. Minor ground water seepage was observed in most of the test pits and is indicative of a shallow perched condition. While the ground water conditions should be expected to fluctuate as a function of season, precipitation, and other factors, we do not expect significant ground water to be encountered at the site. 0 e o E n g in e e r s 3 File No. 4830 - 001 -28- 1130/020796 CONCLUSIONS AND RECOMMENDATIONS GENERAL It is our opinion that the site may be satisfactorily developed as proposed utilizing shallow foundations bearing on the very stiff to hard silt or on structural fill over the silt. Based on the proposed building location and the lowest finished floor elevation, we expect that the footings will be located at a sufficient depth to extend below the zone of existing fill and will be supported on the very stiff to hard silts. Placement of fill may be required in the south portion of the site to support paved parking areas. Based on our experience, together with our observations of the subsurface conditions and our field reconnaissance, it is our opinion that the slope along the north margin of the site is stable. Some shallow sloughing could occur in localized oversteepened areas. We recommend a minimum building setback from the slope, at foundation elevation, of 25 feet from where native soils daylight on the hillside. Under these circumstances, it is our opinion that the proposed development will not significantly affect the stability of this slope. Any surface water from the site development should be routed away from the steep slope. Most of the native soils and the fill soils we observed include a relatively high percentage of silt (fines) and are consequently water- sensitive. It will be difficult, if not impossible, to properly compact these soils when wet or during periods of wet weather. Thus, these particular soils are not suitable for use as structural fill under wet conditions. The native soil may be suitable for use as structural fill outside of the building area where a lesser degree of compaction is needed, such as in parking and roadway areas, provided that proper moisture conditioning can be achieved. In our opinion, the existing fill present on the north portion of the site and the native soil which will be removed from the site may be suitable for use as structural fill on other sites provided proper moisture conditioning is obtained prior to placing and compacting the soil. Based on the laboratory moisture content determinations, this material, in its present state, is too wet for compaction to more than about 90 percent of maximum dry density (per ASTM D- 1557). We recommend that some aeration of the soil to reduce the moisture content be included in your schedule and budget for use of this material, whether on this or other sites and that the material be used only in the portions of fill for parking and roadway areas where compaction to 90 percent of maximum dry density is adequate. Trafficability on most portions of the site under wet conditions will be difficult and may result in considerable surface soil disturbance. If wet weather construction is necessary, disturbed wet silty soils in building and pavement areas will need to be removed and replaced with structural fill consisting of clean granular soil. We recommend that the earthwork for the project be completed during the drier summer months in order to reduce grading costs. A perched ground water condition may be encountered during the wet season, particularly within the surficial soils above the hard silt. Some ditching to collection sumps and pumping or other means of controlling ground water may be appropriate during wet weather. G e o E n g i n e e r s 4 File No, 4830. 001 -28- 1130/020796 1 SITE PREPARATION AND EARTHWORK Site Preparation We understand that the two residences and their foundations previously located on the site have been removed by the previous property owner. An underground heating oil tank was removed near the residence on the south portion of the site. No record exists regarding the removal of any tanks which may have been present near the residence on the north portion of the site. If during excavation underground tanks are encountered it will be necessary to remove them in accordance with the guidelines established by Washington State Department of Ecology. The existing fill on the north portion of the site was evaluated during our environmental services and during test pit explorations. No significant debris or other deleterious material was observed in the test pits completed by GeoEngineers on the site. If however, debris is encountered during excavation special handling and disposal methods may be necessary. We recommend that the building and pavement areas be stripped of any sod /topsoil and forest duff. Based on our explorations, the stripping necessary will generally be on the order of about 6 inches, but areas with greater stripping depths may be encountered. This material should be disposed of off site or used for landscaping purposes. We expect that all of the soils encountered across the site will be able to be removed with conventional excavating equipment. However, it may be necessary to rip the hard silt in localized areas to facilitate excavation. Those areas which are stripped or excavated to design subgrade elevations, or are to receive structural fill, should be evaluated by a representative from our firm. We recommend that the exposed subgrade in the building and pavement areas be evaluated by either proofrolling or probing to identify soft or loose areas. We recommend proofrolling not be performed if the subgrade soils are very stiff silt, similar to that encountered in our test pits, or during wet weather if the subgrade soils are silty and susceptible to disturbance. Under these conditions, probing should be used. If construction needs to continue during wet weather, it may be necessary to overexcavate and replace material disturbed in the construction process. A layer of sand and gravel with less than 5 percent passing the U.S. No. 200 sieve should be used to replace disturbed soils and to provide a more stable working surface. Based on the proposed building location we expect that the existing fill on the site will be removed from the building area. We recommend that the suitability of all existing fill within pavement areas be evaluated by our firm. It may be necessary to remove some or all of the fill from within portion of the pavement areas if soft or loose zones are identified during site grading. During dry weather, the excavated material could be stockpiled and protected from moisture for reuse as structural fill, provided it meets the requirements subsequently defined. G e o E n g i n e e r s 5 File No. 4830 - 001 -28- 1130/020796 Structural Fill Based on the existing topography and planned lowest floor grade, no filling should be required in the building area except the base course layer for the first floor slab. All new fill in pavement areas should be placed and compacted as structural fill subsequent to proofrolling and any remedial work as appropriate. All structural fill material should be free of organics, debris and other deleterious material with no individual particles larger than 6 inches in diameter. As the amount of fines (that portion passing U.S. No. 200 sieve) increases, the soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve, particularly during wet weather. Generally, soils containing more than about 5 percent fines by weight cannot be properly compacted when the moisture content is more than a few percent from optimum. Some of the surficial on -site soils have a fines content significantly greater than 5 percent. Attempts to use this material for structural fill should not be made except during periods of extended dry weather. If the site soils are stockpiled and significant drying occurs, it may be necessary to moisture - condition the soil by adding water to achieve the necessary compaction. The fill should be placed in horizontal lifts not exceeding 10 inches in loose thickness and each lift thoroughly and uniformly compacted. Fill placed in the building and pavement areas must be compacted to at least 95 percent of the maximum dry density (ASTM D- 1557), except in pavement areas where the fill below a depth of 2 feet from subgrade elevation must be compacted to at least 90 percent. These procedures apply to all utility trench backfill. Utility trenches outside of building or pavement areas need only be compacted to a density similar to the native soil adjacent to the trench. Temporary and Permanent Slopes For planning purposes, we expect that temporary cut slopes of 1 :1 could be used for construction of the project. Slickensides were noted in the hard silt at one location. If extensive, this could result in isolated areas of instability of cuts at this inclination. We recommend that temporary cut slopes be the responsibility of the contractor who will be on -site on a continuous basis and will be best able to observe site conditions and monitor the performance of the excavations. Temporary slopes should conform to all applicable local, state and federal safety regulations. Surface runoff should be prevented from entering the excavations by installing curbs, berms, drainage ditches or swales at the crest of the slopes where needed. Temporary cut slopes should be covered with plastic sheeting or an equivalent protective covering during periods of wet weather to reduce the potential for erosion. We recommend that permanent slopes be constructed no steeper that 2H:1V except in the area of the detention ponds which is discussed below. Permanent slopes should be hydroseeded or otherwise protected from erosion. Temporary erosion control measures may be necessary until permanent vegetation is established. G e o En g i nee r s 6 File No. 4830 - 001 -28- 1130/020796 Detention Pond Design A relatively steep slope exists along the north margin of the site adjacent to the area proposed for the location of the detention pond. Based on our explorations in this area and our visual reconnaissance, the subsurface conditions consist of fill over medium dense weathered till. We expect that the till overlies hard silt which was encountered in explorations on other portions of the site. Based on the presence of fill soil in the detention pond area, we recommend that the detention pond design include a liner to prevent seepage from adversely affecting the adjacent slope. We recommend that the permanent cut and fill slopes for the detention pond and related bioswale be constructed at 3H:1V or flatter. The existing fill forming the north and east berms for the detention pond area should be removed and replaced with structural fill compacted to at least 95 percent of maximum dry density to provide adequate stability of the slopes. This should be accomplished in accordance with our recommendations presented above for structural fill. SHALLOW FOUNDATION SUPPORT Isolated or continuous spread footings founded on the very stiff to hard native silt, or dense native silty sand, are suitable for support of the proposed structure. The footings should not be founded on the existing fill soils or medium dense native soils. Based on the proposed building location and finish floor elevation, we expect that the footings will extend below the depth of existing fill and medium dense native soils on the site and into the stiff to hard silt or dense silty sand. We recommend that all footings extend to the stiff to hard silt or dense silty sand. It may be necessary to overexcavate portions of the building area to reach suitable support. These areas may be replaced with lean concrete or the footings may be extended in depth. We expect that few areas of overexcavation, and to thicknesses of no more than a couple of feet, will be necessary with the building area. Individual column footings and continuous wall footings should have minimum widths of 24 and 18 inches, respectively. Exterior footings should be founded a minimum of 18 inches below the lowest adjacent grade, while interior footings should be founded a minimum of 12 inches below bottom of slab or adjacent grade. Column footings founded on the native very stiff to hard silt may be designed using an allowable soil bearing pressure of 6,000 pounds per square foot (psf). Similarly founded perimeter footings may be designed using 4,000 psf. The allowable soil bearing pressures presented above include dead loads plus long -term live loads and may be increased by up to one -third for wind or seismic loads. We estimate that postconstruction settlements of footings founded on the hard silt will be less than 1/4 inch. The settlement of footings founded on structural fill or a combination of structural fill and medium dense sand may range from 1/2 to 1 inch, depending on actual foundation loads and the thickness of native sand which underlies the footings. Maximum dif- ferential settlements between adjacent comparably loaded columns should be less than 1/2 inch where there is a gradual transition from column footings supported on medium dense sand and G e o E n g in e e r s 7 File No. 4830 -001 -28- 1130/020796 footings supported on hard silt. We estimate that the differential settlement between exterior column footings or along continuous footings will be less than 1/2 inch in 40 feet where footings are supported on hard silt or structural fill. Loose or disturbed soils not removed from the footing excavations prior to placing concrete will result in increased settlement. The silt is very susceptible to disturbance if allowed to become wet. We recommend that a lean concrete "mud mat" or layer of crushed rock be placed in the bottom of the footings to protect the footing subgrade from disturbance if footings are constructed during wet weather. This subgrade protection should also be considered if footing excavations are left open for more than three days during dry weather. We recommend that all footing excavations be observed by a representative from our firm immediately prior to mud mat or steel and concrete placement to confirm that the bearing surface has been prepared in a manner consistent with our recommendations and that the subsurface conditions are as expected. FLOOR SUPPORT The subgrade for the ground floor slab should be prepared in accordance with the previously described site preparation recommendations. If overexcavation and replacement of subgrade soils is necessary, the recommendations for structural fill apply. The slab should be supported by either native soil or structural fill placed over native soil. A 4 -inch capillary break consisting of sand and gravel or crushed rock should be placed over the subgrade. The capillary break material should contain less than 5 percent by weight passing a U.S. No. 200 sieve based on that portion passing the 3/4 -inch sieve. Any disturbed soil should be removed and reworked or replaced with structural fill. We recommend that a vapor barrier be placed between the floor slab and the base course since floor coverings will be used in most areas. The vapor barrier can consist of polyethylene sheeting with bonded seams. In order to maintain the integrity of the vapor barrier, it should be placed on a leveling course of sand (if the underlying base course consists of crushed rock) and be covered with a layer of sand to protect against damage by workmen. LATERAL RESISTANCE Lateral loads on building footings may be resisted by passive resistance on the sides of the footings and by friction on the base of the footings and floor slab. Available passive resistance can be evaluated using an equivalent fluid density of 300 pounds per cubic foot (pcf), where footings are placed neat (i.e., in direct contact) against the very stiff native silt, medium dense sand or structural fill compacted to 95 percent of maximum dry density. Passive resistance should be calculated from the bottom of adjacent floor slabs or paving or below a depth of 1 foot where the adjacent area is unpaved, as appropriate. Frictional resistance may be evaluated using 0.4 for the coefficient of base friction against footings and the building slab. The above values incorporate a factor of safety of about 1.5. G e o E n g in e e r s 8 File No. 4830 - 00148- 1130/020796 1 . 1 1 1 J i PAVEMENT SUBGRADE We recommend the pavement subgrade be prepared in accordance with the previously described site preparation and earthwork recommendations. We recommend that the pavement subgrade be compacted such that the density of the top 12 inches of the subgrade is not less than 95 percent of the maximum dry density based on the ASTM D -1557 test procedure. In areas where existing fill soils are exposed at the subgrade, it may be necessary to overexcavate a portion of the existing fill, recompact and /or replace it with structural fill in order to achieve the recommended subgrade density. A 6- to 9- inch -thick subbase layer of clean (less than 5 percent fines) pit run sand and gravel may be required to protect the subgrade if grading occurs during wet weather. We do not have specific information on the frequency or loading of vehicles which will use the area. However, we generally recommend a minimum pavement section consisting of 3 inches of asphalt concrete (AC) over 6 inches of densely compacted crushed rock base course for access roads and in maneuvering and parking areas with truck traffic. For areas of the site in which traffic will be limited to passenger automobiles only, the pavement section could be reduced to 2 inches of AC over 4 inches of crushed rock. DRAINAGE CONSIDERATIONS The site could experience seasonally shallow perched ground water conditions due to the relatively impermeable soil which occurs at shallow depths. Therefore, we recommend the building be provided with a system of perimeter footing drains. The footing drains should consist of at least 4- inch - diameter perforated drainpipe embedded in a zone of sand and gravel containing less than 3 percent fines. This zone of sand and gravel should be at least 18 inches wide. This perforated drainage system should be sloped to drain into a tightline collection system, to a suitable discharge, preferably connected to the storm sewer. The pavement and surrounding landscaped areas should be sloped so that surface water runoff is collected and routed away from the building to suitable discharge points. We recommend all downspouts be tightlined away from building foundations preferably to the storm sewer. Downspouts are not to be connected to footing drains. ROCKERY CONSTRUCTION We expect that rockeries up to about 4 feet or more in height will be used to support both cuts and fills on portions of the site. It is important to realize that rockeries do not provide soil retention and are not intended as retaining structures. The primary purpose of a rockery is to protect the slope face from erosion and ravelling, while providing limited soil retention. Rockeries are an alternative wall type which are usually less costly than structural walls but involve more risk of slope failure. There is always some risk of rockery movement or failure even when the foundation and retained material are satisfactory and the rockery materials and construction are satisfactory. G e o E n g i n e e r s 9 File No. 4830 - 001 -28- 1130/020796 1 The rockeries should be installed by an experienced and skillful craftsman in rockery construction. We recommend that rockeries be constructed in accordance with the guidelines presented in the Associated Rockery Contractors "Standard Rockery Construction Guidelines" dated 1989. If rockeries in excess of 4 feet in height are required for portions of the project, we should be contacted to review the specific requirements and provide design recommendations. Rockeries supporting fill and traffic loads should be reinforced with a suitable geotextile. The fill should be compacted to at least 95 percent of maximum dry density for a distance equal to the height of the wall up to a maximum of 8 feet. Vehicle wheel barriers should be provided in the parking areas to restrict access immediately adjacent to the top of the rockery. Barriers should be placed back from the face of rockeries supporting fill a distance equal to the height of the wall Surface drainage above the rockery should be diverted or collected and carried in closed conduit to a point below the rockery. LIMITATIONS We have prepared this report for use by ESA Development, Inc., their architects, engineers and other members of the design team for design of this project. Our report, conclusions and recommendations should not be construed as a warranty of the subsurface conditions. The project was in the early design stage at the time this report was prepared. We expect that further consultations will be necessary as design work progresses. Our scope does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the locations of explorations and also with time. A contingency for unanticipated conditions should be included in the project budget and schedule. Sufficient monitoring, testing and consultation should be provided by our firm during construction to (1) determine if the conditions encountered are consistent with those indicated by the explorations, (2) to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and (3) evaluate whether or not earthwork activities comply with our recommendations and the contract plans and specifications. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No warranty or other conditions, express or implied, should be understood. • 0 ■ G e o E n g i n e e r s 10 File No. 4830-001 -28- 1130/020796 c We appreciate the opportunity to work with you on this project and look forward to working with you further. If you have any questions concerning this report or should you require additional information, please contact us. Respectfully sub fitted, G oEn #neers,; Inc.. //,�, • ;C'- Vii`- -_ Bo McFadden, P.E. Pro'ect Manager I EXPIRES 3 f 4/ 5V-7 1 JJM:LSP:vvl Document ID: 4830001 .R2 G e o E n g i n e e r s 11 File No. 4830 - 001 -28- 1130/020796 • iOSTER 4 • 14 - claw: • z Ef7;01; 911 1•1111111.r.... rt . 1411■111Inna. COLF WKS \\A vow R. NI LIS pogo vs JR HS ii163";7 _ST • ST rt MIST" 31)1: xsr idfir-TH ST S 50TH ST DYK S 161S 5T 5 1621 ST STRMDEF. 168111 ST HEIMIITS S 168 —1"c a e i S'" 172ND PL ST CORPORATE DR s 0 2000. SCALE IN FEET Reproduced with permission granted by THOMAS BROS. MAPS. This map is copyrighted by THOMAS BROS. MAPS. tt is unlawful to copy or reproduce all or any part thereof. whether for personal use or resale, without permission. 4000 BLVD Geo ,o,Engineers VICINITY MAP FIGURE 1 0 C 3) m z Note: The locations of all features shown are approximate. SOUTHCENTER BLVD ..L33d NI 31VOS 0 S 8 •s4;‘•-•-7.4-N ••••••■••••••• 4030 • 00 • :28 ,1,4"/..!, //23/7 7a 1 33euwixoJdde ale unnous sainleal Ile jo suoneool au :aloN 42 -- • ,.• --- ■ 744. ' •J, ":••••=0 • • - • • c• • -* „g. • J/ ' ! t/ . 7.....- • : i • 2 ,.' . .- ,,.. ! i i / I I. / ;:-Is 11. i• ...p.'*51i Iliffi il'S 0 r.- • . II / • ? 11 )4 ' / ' • ; , I '3 ,. l - .filrg• , j,f• .,.. ./1.1.'/,/ , 1 .?.//' - -;;;;;-./1 / •• .• r• • • Q. - ' .." / ..• ' •• • . . • / , • • i •/••%0 'c' ' I ....k.._ / .'' • 61 •'' / 1 • ' // ' C7,:-■7 ; tem.. / / , / le -;7 1 ( '''r•!..7:' • ''.. ,.. L ( ( (s. •-*•-• •• • , • C..) • a ' / r( ,- 1/ / ,...• ' .i.zi4 - x. •,%'/* z .‘ xi ; / 1 0 .,../ C.; /111;;; ,,., •• /.--' -IA, • - / • 41- ' 41511 f..4"*. • .jag •. . •••• r . r. • .-. • moom164. • I ivEs I • 9' .4 I 12 ..... •1; 111 •••,1, "' 2 7.: ...Ay rm../ --t .-... , • r ..7' :-` . \ . I ' 1 \ t • '1 . 6 • . , ‘ % 1 ,. , .. 't 1 V/ 21 e , - ri < • x.:-. '-: - • " - - '''' i... .. .......- .,.. 4.! 1, :; ;...., .. r: .c•z' % 1 ' ' ....m.3: 07• \ 1 A N `L, .... Aa 11S a •"4"1-7. •-4.4.66 • • ,••• • se /177.—• . •08• ; • 6.6 •••,.; . • • •• trl• • / • , / I ‘■,.. (I) Hoos 313N3AY • -4 1 2.. -. ____. IP ■ — \ •I' •....... '... uL. : 1... 1 1.... ) . . ' , ., c---i-t-- -- ...; ••• ., i s,----,---,....„,,, __ p...-- • • 01 ' .!......4,..... : U. I —rEir ..... i,... ; -r-• ..•-•.--r.4 ..- \. ' ' ------r----.:._ ..,■ 1 I . N.........L.._ 1 : . -t•-•;•- --...„-------...... \ ._.,.._.... ••• ...,.‘,..--z*..:•=f_.i' 1 ........ ;:•,•• 1--- '•!'"'1•...•.". 1'. ''' I ' , ..., .....,..„ r._ .-....,....,- i -'— ..---,:.,-... -- --„ ,— --...•..-...- ';',4 -.".....'• .7 --'s ••....:*:',.• "....: .: c.s' - . `.....,■•• ' ;.• ''V t .,■:::::,;',•;:...*:*.: '..;:.. \ ......"' ..... l' 2.,.. 7..7. - flY -"..;5:. Ir!. •.. .. . ' '*- • - :" *1 ..- --'7......'.' ...--4 •:',' .... •••-\,::: •• ' -:;.;se-s..? 7:: ....,...4 ,, .----4\:-----:,'*:;:•k • ,_.........__ 'AL.: 12 ,•crz. a!? 1,17•43•• V CAM' ..••••• SOUTHCENTER BLVD APPENDIX A FIELD EXPLORATIONS Subsurface soil and ground water conditions at the site were explored by excavating 4 test pits using a rubber -tired backhoe at the approximate locations shown in Figure 2. The test pits were excavated on January 17, 1996 and were located in the field by pacing from existing site features. Ground surface elevations are based on site topography shown on the "Site Pan, Preliminary" by LPN Architecture and Planning revision dated December 15, 1995. The test pits were continuously monitored by an engineer from our firm who visually classified the soils encountered, obtained representative soil samples, observed ground water conditions and prepared a detailed log of each exploration. Soils encountered were classified in general accordance with the classification system described in Figure A -1. The test pit logs are presented in Figures A -2 through A -3. LABORATORY TESTING All soil samples were brought to our laboratory for further examination. The results of moisture content determination are presented in Figure A-4. G e o E n g i n e e r s A - 1 File No.4830- 001 -28. 1130/020796 • GEI 85 -85 Rev. 05/93 SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More Than 50% Retained on No. 200 Sieve GRAVEL More Than 50% of Coarse Fraction Retained on No. 4 Sieve CLEAN GRAVEL GW WELL - GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY- GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More Than 50% of Coarse Fraction Passes No. 4 Sieve CLEAN SAND SW WELL - GRADED SAND, FINE TO COARSE SAND SP POORLY- GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS More Than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less Than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY Liquid Limit 50 or More INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry - Absence of moisture, dusty, dry to the touch in general accordance with ASTM D2488.90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487.90. Wet - Visible free water or saturated, usually soil is obtained from below water table 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and /or test data. Geo „Engineers SOIL CLASSIFICATION SYSTEM FIGURE A -1 DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL LOG OF TEST PIT DESCRIPTION TEST PIT TP -1 Approximate ground surface elevation: 112 feet 0.0 - 0.4 Topsoil and root mass 0.4 - 6.5 SM /ML Brown silty fine sand to silt with sand (loose to medium dense, moist) (fill) 6.5 - 7.5 SM Blackish brown silty fine to medium sand (medium dense, moist) (fill) 7.5 - 13.0 SM/ML Orangish brown silty fine sand to fine sandy silt with occasional cobbles (medium dense /stiff, moist) Grades to brown at 9.0 feet 13.0 - 13.5 SP Brown fine to medium sand with a trace of silt (medium dense, moist to wet) 13.5 - 14.0 SM Gray silty fine to medium sand with cobbles (dense, wet) (glacial till) Test pit completed at 14.0 feet on 01/17/96 Moderate ground water seepage observed at 13.0 feet Minor caving observed at 2.5 feet Disturbed soil samples obtained at 1.0, 7.0, 8,0, 13.0 and 14.0 feet TEST PIT TP -2 Approximate ground surface elevation: 112 feet 0.0 - 0.3 Topsoil and root mass 0.3 - 5.5 SM Brown silty fine sand with gravel and occasional cobbles (loose to medium dense, moist) (fill) 5.5 - 8.0 ML Brown fine to medium sandy silt with occasional cobbles (medium dense, moist) (fill) 8.0 - 14.0 SM /ML Brown to gray silty fine to medium sand to fine sandy silt with gravel and occasional cobbles (medium dense to dense/hard, moist) (glacial till) Test pit completed at 14.0 feet on 01/17/96 Slow ground water seepage observed at 13.0 feet Severe caving observed at 6.0 feet Disturbed soil sampled obtained at 1.5, 6.0, 8.0, 11.0 and 14.0 feet THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. Geo •, Engineers LOG OF TEST PIT FIGURE A -2 DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL LOG OF TEST PIT DESCRIPTION TEST PTT TP -3 Approximate ground surface elevation: 104 feet 0,0 - 0.4 Topsoil and root mass 0.4 - 2.0 SP -SM Brown fine to medium sand with silt (loose, moist) (fill) 2.0 - 2.5 SM Gray silty sand with gravel and occasional cobbles (medium dense, moist) (fill) 2.5 - 3.5 SP -SM Brown fine to medium sand with silt and occasional cobbles (loose, moist) (fill) 3.5 - 6.0 ML Brown fine sandy silt with occasional gravel (medium stiff, moist) (fill ?) 6.0 - 7.5 SM Black silty fine to medium sand with occasional cobbles (medium dense, moist) 7.5 - 9.0 SM Gray silty fine sand with gravel and occasional cobbles (medium dense, moist) Test pit completed at 9.0 feet on 01/17/96 Slow ground water seepage observed at 8.0 feet No caving observed Disturbed soil samples obtained at 1.0. 4.0, 6.5, 8.0 and 9.0 feet TEST PIT TP-4 Approximate ground surface elevation: 102 feet 0.0 - 0.3 Topsoil and root mass 0.3 - 2.5 SM Brown silty fine sand with gravel (loose, moist) (fill) Test pit completed at 2.5 feet on 01/17/96 due to rapid ground water seepage Rapid ground water seepage observed at 2.5 feet Moderate caving observed at 1.0 foot Disturbed soil sample obtained at 1.0 foot THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. Geo � Engineers LOG OF TEST PIT FIGURE A -3 • 1 i J • SUMMARY OF MOISTURE CONTENT Test Pit Number Depth of Sample (feet) Soil Classification* Moisture Content (%) 1 1.0 ML 22 1 7.0 SM 25 1 8.0 SM 25 2 1.5 SM 22 2 6.0 ML 24 2 11.0 ML 25 *Refer to test pit logs for complete soil description. Geo „0 Engineers SUMMARY OF MOISTURE CONTENT FIGURE A -4 • • „; • ''. • ti,,`-r; ",` • '• 7. • , • ; .. k,11. ,"•:•4; • . • ' •- • . • • • _ • , • ' • • • NY c ' APPENDIX B FIELD EXPLORATIONS The general subsurface conditions were explored at the site by excavating nine test pits with a tractor - mounted backhoe on January 11, 1990. The approximate exploration locations are shown in the Site Plan, Figure 1. Ground surface elevations are based on site topography shown on the "Site Pan, Preliminary" by LPN Architecture and Planning revision dated December 15, 1995. The exploration locations were determined in the field by measuring from site features. Excavation of the test pits was monitored by a geotechnical engineer from our firm who maintained detailed logs and obtained representative samples of the soils encountered for further examination in our laboratory. The soils encountered were visually classified in accordance with the system shown in Figure B -1. The logs of the explorations are presented in Figures B -2 through B -6. The densities noted on the logs are based on the difficulty of digging and our experience and judgment. LABORATORY TESTING A summary of moisture content tests for selected samples is presented in Figure B -7. G e o E n g in e e r s B - 1 File No. 4830 - 001 -28- 1130/020796 I •w i i • GEI 85 -85 Rev. 05/93 . SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More Than 50% Retained on No. 200 Sieve GRAVEL More Than 50% of Coarse Fraction Retained on No. 4 Sieve CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY - GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More Than 50% of Coarse Fraction Passes No. 4 Sieve CLEAN SAND SW WELL- GRADED SAND, FINE TO COARSE SAND SP POORLY- GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS More Than 50 °c Passes No. 200 Sieve SILT AND CLAY Liquid Limit Less Than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY Liquid Limit 50 or More INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT CH CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Field classification is based on visual examination of soil Dry - Absence of moisture, dusty, dry to the touch in general accordance with ASTM D2488-90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487 -90. Wet - Visible free water or saturated, usually soil is obtained from below water table 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and /or test data. op. Gea0Engineers SOIL CLASSIFICATION SYSTEM FIGURE B -1 1 DEPTH BELOW GROUND SURFACE (FEET) SOIL GROUP CLASSIFICATION SYMBOL LOG OF TEST PIT (.-; DESCRIPTION TEST PIT 1 Approximate ground surface elevation: 128 feet 0.0 - 0.3 Organic matter and root mass 0.3 - 1.5 ML Mottled gray to brown silt with occasional sand and gravel (medium stiff, moist) with roots to approximately 0.5 inch diameter scattered throughout (fill) 1.5 - 7.0 SP -SM/SM Gray to brown fine to medium sand with silt and trace gravel to silty fine to medium sand with trace gravel (medium dense, moist) with charred wood, roots and decomposed wood scattered throughout (fill) 7,0 - 9.5 SP -SM/ML Light brown to brown fine sand with silt grading to silt with trace of fine sand, and trace of coarse sand and gravel (medium dense /stiff, moist) 9.5 - 13.5 SP/ML Brown silty fine sand to silt grading to grayish brown silt with trace of sand and occasional gravel (dense /very stiff, moist) Test pit completed at 13.5 feet on 01/11/90 due to practical refusal No ground water seepage observed No caving observed Disturbed soil samples obtained at 1.0, 3.5, 7.5, 11.0 and 13.0 feet 0.0 - 0.3 0.3 - 2.0 ML 2.0 - 6.0 SM 6.0 - 9.0 SP 9.0 - 13.5 ML TEST PIT 2 Approximate ground surface elevation: 114 feet Organic matter and root mass Gray to brown silt to silt with fine sand (medium stiff, moist) with roots scattered throughout (fill) Brown fine to coarse silty sand with trace gravel (medium dense, moist) with roots scattered throughout (fill) Gray to brown fine to coarse sand with silt and gravel and occasional cobble (medium dense, moist to wet) Gray to brown silt with trace of fine sand (hard, moist) Test pit completed at 13.5 feet on 01/11/90 due to practical refusal Minor ground water seepage observed at 6.0 feet Minor caving observed Disturbed soil samples obtained at 1.0, 3.0, 7.0 and 12.0 feet THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. Geo i Engineers LOG OF TEST PIT FIGURE B -2 ».' •• • • i i L DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL LOG OF TEST PIT L, DESCRIPTION TEST PIT 3 Approximate ground surface elevation: 117 feet 0.0 - 0.3 Organic matter and root mass 0.3 - 4.0 SM Brown silty fine to coarse sand with gravel and occasional cobbles (medium dense to dense, moist to wet) 4.0 - 12.0 ML Brown silt to silt with fine sand, grading to' gray silt (very stiff grading to hard, moist) Test pit completed at 12.0 feet on 01/11/90 due to practical refusal Minor ground water seepage observed at 0.5 foot No caving observed Disturbed soil samples obtained at 5.0 and 10.0 feet TEST PIT 4 Approximate ground surface elevation: 110 feet 0.0 - 0.3 Organic matter and root mass 0.3 - 2.0 SM Dark brown silty fine to medium sand with occasional gravel (loose. moist) with roots up to approximately 1 inch diameter scattered throughout 2.0 - 3.0 SP Gray to brown fine sand with trace silt and occasional gravel (medium dense to dense, moist to wet) 3.0 - 13.5 ML Mottled gray to brown silt to silt with fine sand, grading to brown silt to gray silt (stiff grading to hard, moist) Test pit completed at 13.5 feet on 01/11/90 due to practical refusal Minor ground water seepage observed at 2.0 feet No caving observed Disturbed soil samples obtained at 2.5, 4.0, 10.5 and 13.5 feet THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. l Geo ,� Engineers LOG OF TEST PIT FIGURE B -3 DEPTH BELOW GROUND SURFACE (FEET) 0.0 - 0.3 SOIL GROUP CLASSIFICATION SYMBOL LOG OF TEST PIT DESCRIPTION TEST PIT 5 Approximate ground surface elevation: 114 feet Organic matter and root mass 0.3 - 1.0 SM Dark brown silty fine to medium sand with occasional gravel (loose, moist) with roots up to approximately 0.5 inch diameter scattered throughout (fill) 1.0 - 3.0 SM Brown silty fine to coarse sand with occasional gravel (loose to medium dense, moist) with roots and organics scattered throughout (fill) 3.0 - 5.0 SP -SM Gray to brown fine to medium sand with silt (medium dense, moist to wet) 5.0 - 16.0 ML Gray to brown silt to silt with fine sand, grading to gray silt (very stiff grading to hard, moist) with slickensides Test pit completed at 16.0 feet on 01/11/90 due to practical refusal Minor ground water seepage observed at 3.0 feet Minor caving observed between 3.0 and 5.0 feet Disturbed soil samples obtained at 2.0, 4.0, 9.5 and 14.5 feet TEST PIT 6 Approximate ground surface elevation: 121 feet 0.0 - 0.5 Sod and root mass 0.5 - 3.0 ML Dark brown to gray silt with sand and occasional gravel (medium stiff, moist) (fill) 3.0 - 5.5 SP Brown fine to medium sand with trace silt and gravel, occasional cobbles (medium dense, moist) 5.5 - 14.0 ML Gray to brown silt to silt with fine sand, grading to gray silt (very stiff grading to hard, moist) Test pit completed at 14.0 feet on 01/11/90 due to practical refusal Minor ground water seepage observed at 5.5 feet No caving observed Disturbed soil samples obtained at 2.0, 3.5, 9.5 and 12.5 feet THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. Geo j Engineers LOG OF TEST PIT FIGURE B -4 DEPTH BELOW GROUND SURFACE (FEET) SOIL GROUP CLASSIFICATION SYMBOL LOG OF TEST PIT ... DESCRIPTION TEST PIT 7 Approximate ground surface elevation: 108 feet 0.0 - 0.5 Organic matter and root mass 0.5 - 2.0 ML Brown to gray silt with sand and gravel (medium stiff, moist to wet) with roots up to approximately 0.3 inch diameter scattered throughout (fill) 2.0 - 13.0 ML Brown silt to silt with fine sand, grading to gray silt (very stiff grading to hard, moist) Test pit completed at 13.0 feet on 01/11/90 due to practical refusal Minor ground water seepage observed at 2.0 feet Minor caving observed Disturbed soil sample obtained at 10.5 feet TEST PIT 8 Approximate ground surface elevation: 126 feet 0.0 - 0.3 Organic matter and root mass 0.3 - 1.0 ML Mottled gray to brown silt with occasional sand and gravel (medium stiff, moist) (fill) 1.0 - 9.5 SM/ML Gray to brown silty fine to coarse sand with gravel and occasional cobbles to silt with occasional sand and gravel (medium dense /medium stiff, moist) (010) 9.5 - 12.5 SM Brown silty fine to medium sand with occasional gravel (medium dense, moist) 12.5 - 15.5 ML Brown silt with trace of sand and gravel (very stiff, moist) Test it completed at 15.5 feet on 01/11/90 due to practical refusal Minor ground water seepage observed at 3.0 feet Minor caving observed Disturbed soil samples obtained at 2.5, 11.0 and 15.0 feet THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. Geo Engineers LOG OF TEST PIT FIGURE B -5 DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL LOG OF TEST PIT L. DESCRIPTION TEST PIT 9 Approximate ground surface elevation: 124 feet 0.0 - 0.3 Organic matter and root mass 0.3 - 1.5 SM Dark brown silty fine to medium sand with occasional gravel (loose, moist) 1.5 - 5.0 SM Gray to brown silty fine to coarse sand with gravel and occasional cobbles (medium dense, moist) 5.0 - 11.0 ML Brown silt with trace of sand, grading to gray silt (very stiff, moist) Test pit completed at 11.0 feet on 01/11/90 Minor ground water seepage observed at 1.5 feet No caving observed Disturbed soil sample obtained at 6.0 feet THE DEPTHS ON THE TEST PIT LOGS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT. Geo \OIII'. Engineers LOG OF TEST PIT FIGURE B -6 SUMMARY OF MOISTURE CONTENT Test Pit Number Depth of Sample (feet) Soil Classification* Moisture Content ( %) 1 3.5 SP /SM 15.1 1 7.5 SP /SM 10.1 1 11.0 ML 16.0 1 13.0 ML 21.9 2 3.0 SM 17.9 2 7.0 SP 9.9 2 12.0 ML 23.0 3 5.0 ML 21.0 3 10.0 ML 22.1 4 4.0 ML 30.3 4 10.5 ML 30.0 4 13.5 ML 28.6 5 2.0 SM 40.4 5 4.0 SP /SM 17.5 5 9.5 ML 28.3 5 14.5 ML 25.3 6 3.5 SP 16.1 6 9.5 ML 21.7 6 12.5 ML 21.6 7 10.5 ML 20.7 8 2.5 ML 23.9 8 11.0 SM 16.6 8 15.0 ML 13.2 9 6.0 ML 15.2 *Refer to test pit Togs for complete soil description. Geo O Engineers SUMMARY OF MOISTURE CONTENT FIGURE B -7 MY,i!'laxMlCfpalM9M:%FM wr!iw`t , M . «ZrNndvwir.Mn.•Ia.Mles110,010. i iICSv}...+*.._...-... ......_.....�....- ..w....vwvaMl �MnWR.. ef4�Rl:: t. w. a+: r» 4' �. iwf. >v.:.4aY`.5�:1.t•F,Wrtk'YIWeO+hn KM•a�:..M+t`. tae.% r... Vw' en. nrt. w:. ernYaw. '. v:: nsnrwn` si"_ *.YMONx.4x'ron.xrmwY+wtiM- 'IYE•A V MEMORANDUM TO: John Pierog FROM: Pat Brodin( DATE: October 19, 1994 SUBJECT: Southgate Site Development Water & Sewer Requirements Sewer Requirements fldV-11- Tvt9--_& RECEIVED CRY OF TUKWILA JUN 1 4 1996 PERMIT CENTER It appears from the City's sewer records that this parcel has not participated in any LID or the construction of the existing public sewers. TMC Title 14.16.072 requires the special connection charge where property owners "have not been assessed or charged or borne an equitable share of the cost of the City sewerage system." A computation for the sewer charges is attached showing a special connection charge of $3,679.26. An existing 8 -inch PVC sewer line goes from the cul -de -sac shown to the Metro interceptor near 53 Avenue and the I -5 interchange and is adequately sized. Water Requirements Since the time our Water Comprehensive Plan was written, a change has been made in the system which affects the fire flow capacity in the area of the proposed development. Because of pressure problems at Crystal Springs Park and placement of the supply station telemetry control, an isolation check valve was installed on Klickitat Drive. The isolation valve installed in 1993 no longer allows direct feed to the proposed development from Supply Station 16 (Located at 51 Avenue and South 158 Street). Water can only be supplied by an 8 -inch line from Southcenter Boulevard in the 360 hydraulic pressure zone. Future improvements will include a feed from the Water District 125 system on the north across the 51 Avenue Bridge. The proposal calls for relocating the 8 -inch line to a new easement. This is where the upgrade to a 10 -inch should be required to meet our standard. Since there will eventually be a connection across the 51 Avenue bridge to the north, we are asking for a FL X FL X MJ tee at 51 Avenue (See attached comments). The special connection charge for water does not apply in instances where developers construct a public utility pipe at their sole expense so as to serve other properties and is oversized to provide adequate fire flow to other properties. cf: Permit File C:\MSOFF[CE\TEMPLATEVPMEMO.doc 11 �cxssn: vvsxm-+ �, rse. warvea>„ r.-. aWs. , uu.,.+, r..-, ruervcwro-,+ rc+ r+.0rw.• n..... HUy savxanvM°. fcucPrd7' Jtrl,e' us4cyaa7.1¢+ 1• RiAtt+ xt '+4f#YC.K6e7[fiSiSCxKatGC:tiYM1' 50 - 711CATE OEVE1_0 1''1E1\1T 515t, he. 5. 194.84' Computation — ICW 35.44,040 (1) ® 0'x.60'x0,OlO - ® Area x 0,0083 © Area x 0,006 - 0 Area x 0,003 - O Area x 0.0016 0.077P07:477o4,/ 373,69 27,0 61,7827 71.5909 40,0872 106,144 fatal - 306,6050 306.603' X� C /1ECKIOR /4 /0VAL. /CORMw/44J /� � Zo4e, APea .t' Zone. F oc.7'o.- X 4' /Nrr- L 5--( •�) CS(;) f- 20(C) /o() I- .5:44 n ,a -3 ooa oro RECEIVED CITY OF TUKWILA JUN 1 4 1996 PERMIT CENTER rorN. K1146 Co. /55e5MENr AMA 15 96,125 50. Fr. CIF. GWRf. SECT. 5W 23- 23 -041 FRa'ERTY I NE - 5r'ECIN. P5%5Mi1Jf BO VAZY 7-M /4L, /6.07 7-4l3LE. S//ows 4/.2. oo P iZ 4ssFssj 2 1N /7 pF ?=R0N7746:- Fog T.c�iS yE..f c;•, co/vs7n . [/979J AA C sat fit) ' 1800,0000 7413,9259 10.78.6385 12,026,1708 63,686 .5833 954665.3000 3,6.79'.26 ry 3G7 F. 26" SP�u4 t.. GoNNE�T /v1I GNA.4.4L. City of Tukwila Sewer Special Connection Charge MAC 14,16,074; f;CW 39,44.040 Sheet I of I PROJECT: ESA PROJECT NO: 95024 ACCESSOR'S ACC'T #115720 - 0031 & 0041 PARCEL A- LOT 3 OF CITY OF TUKWILA, SHORT PLAT NO. 78 -29 -SS AS RECORDED UNDER RECORDING NO. 7910170915, RECORDS OF KING COUNTY, WASHINGTON. PARCEL 8- AN EASMENT FOR INGRESS AND EGRESS AS DELINEATED ON THE FACE OF CITY OF TUKWILA, SHORT PLAT NO. 78 -29 -SS AS RECORDED UNDER RECORDING NO. 7910170915, RECORDS OF KING COUNTY, WASHINGTON; LESS ANY PORTION LYING WITHIN PARCEL A. PARCEL C- THE WESTERLY 190 FEET OF TRACT 4, BROOKVALE GARDEN TRACTS ACCORDING TO THE THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING WESTERLY AND SOUTHERLY OF PRIMARY STATE HIGHWAY NO.1 AS CONVEYED BY DEED RECORDED UNDER REC. NO. 5496436 ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5640561 AND CONDEMNED BY SUPERIOR COURT CAUSE NO. 596633 ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. JUN.10.1996 9:58M MAGNUM ENTERPRISES ; `. • • • $• • • PLEASE DETACH AND SIGN CERTIFICATE BEFORE PLACING IN BILLFOLD REGISTERED AS MIMED SY 144W AS A: . • "• • -.N0.370 P.2/2 bc1(6- 007s , I. P. • • • • .••. • , ' • i : • • •• . • • 1.11COMUM ENT GENERALONTR ?.* INC 2.51:5 W• WEIODLANCi DR •• . • . •• • r.• .. • . ANAHEIM CA 92803 sauna( ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES r- DETACH TO DISPLAY CEMFIC.ATE-1, RECEIVED ccry JUN A A996 PERMIT CENTER F6252 (34 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A . • • • • V.4 L ..,.„.. ,__ .e.J.V........r... CONST CWT." -. %FNERAL. . '.'.."' ...J ., za• - ,: g„) ' . Ractinunotnahiwk • ........, ::. -VAGNUE0040.4.0 wgcv : • ...e..,... 4., . "..srtyCT Z VE OliTlEf .13'4W2V :*51. qi,,,,i . . • ..::%T.i:. ...,; .-. ::-3-',:::-*J5g.r..4$%1 proNutt ENT s:GENERALp:90NTR4:forkeioi:v.eti atri 5 W WOODLAND DR' ANAHEIM CA 92001, . • ..• •• . . • .... • . ..' • ,1•• • • • : ,:.• 7 , ' • • . . . . .9 . • . • ...' . • . . STATE OF WASHINGTON . F02544243) pi .? . REOISTIWIONPAZI011 • , . ri.1131PRIPpl _ - t • :di • ./ 7rAot,euEco604 ': 04 ),',20 , /97 , I. P. • • • • .••. • , ' • i : • • •• . • • 1.11COMUM ENT GENERALONTR ?.* INC 2.51:5 W• WEIODLANCi DR •• . • . •• • r.• .. • . ANAHEIM CA 92803 sauna( ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES r- DETACH TO DISPLAY CEMFIC.ATE-1, RECEIVED ccry JUN A A996 PERMIT CENTER F6252 (34 DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A . • • • • V.4 L ..,.„.. ,__ .e.J.V........r... CONST CWT." -. %FNERAL. . '.'.."' ...J ., za• - ,: g„) ' . Ractinunotnahiwk • ........, ::. -VAGNUE0040.4.0 wgcv : • ...e..,... 4., . "..srtyCT Z VE OliTlEf .13'4W2V :*51. qi,,,,i . . • ..::%T.i:. ...,; .-. ::-3-',:::-*J5g.r..4$%1 proNutt ENT s:GENERALp:90NTR4:forkeioi:v.eti atri 5 W WOODLAND DR' ANAHEIM CA 92001, . • ..• •• . . • .... • . ..' • ,1•• • • • : ,:.• 7 , ' • • . . . . .9 . • . • ...' . • . . STATE OF WASHINGTON . F02544243) pi t. CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE THEMSELF WITH 20. PROVIDE EXIT SIGNS AND EXIT LIGHTING AT ALL EXITS AS EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE REQUIREMENTS OF 1E CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL REQUIRED BY CODE. IONS, ELEVATIONS AND CONDITIONS PRIOR TO BEGINNING ANY 21. NO ADDITIONAL ROOF OPENING OR ROOF MOUNTED EQUIPMENT IS 'D SHALL NOTIFY THE ARCHITECT & OWNER OF ANY DISCREPANCY. ALLOWED BEYOND THAT WHICH IS SHOWN ON THESE PLANS WITHOUT SCALE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WRITTEN CONSENT OF THE ARCHITECT, OWNER AND STRUCTURAL ENGINEER. C r EONS AND REPAIRS REQUIRED DUE TO HIS FAILURE TO 00 SO. 22. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, A.C. DUCTS, 2. THE PROJECT SPECIFICATIONS SHALL BE A PART OF THESE DRAWINGS ETC., UNLESS SPECIFICALLY DETAILED AND /OR APPROVED IN WRITTING AND CONTRACT DOCUMENTS AS LISTED IN PRIOR CND BID BY THE STRUCTURAL ENGINEER. ( INVITATION TO BID, NOTIFICATION OF APPROVAL, AND BID PACKAGE). 23. ALL SHOP WELDING TO BE DONE IN A CERTIFIED LICENSED SHOP. ALL FIELD WELDING SHALL BE DONE ONLY BY LICENSED WELDERS UNDER 3. SOLELY AS A CONVENIENCE TO THE OWNER AND CONTRACTOR, THE CONTINUOUS SPECIAL INSPECTION WITH CERTIFICATE ISSUED TO OWNER ARCHITECT MAY INCLUDE DOCUMENTS PREPARED BY CERTAIN CONSULTANTS AND BUILDING OFFICIAL. (OR INCORPORATE THE RECOMMENDATIONS OF SAID CONSULTANTS INTO DOCUMENTS PREPARED BY THE ARCHITECT) WITHIN THE SET OF 24. WHERE LARGER STUDS OR FURRING IS REQUIRED TO COVER DUCTS, DOCUMENTS ISSUED BY THE ARCHITECT. PIPING, CONDUIT, ETC., THE LARGER SIZE STUD OR FURRING SHALL EXTEND THE FULL LENGTH OF THE SURFACE WHERE THE FURRING OCCURS. 4. THE SOILS REPORT ESTABLISHES THE RECOMMENDATIONS FOR EARTH- WORK CONSTRUCTION AND SAID RECOMMENDATIONS ARE A PART OF THE 25. PROVIDE FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT CONSTRUCTION CONTRACT. CONTRACTOR SHALL NOTIFY THE ARCHITECT, OPENINGS (BOTH VERTICAL AND HORIZONTAL) AS REQUIRED EACH WAY AT THE CEILING. SOILS ENGINEER, CIVIL ENGINEER AND OWNER OF ANY DISCREPANCY BETWEEN THIS REPORT AND THE PLANS 26. THE BUILDING(S) AND FACILITIES MUST BE ACCESSIBLE TO AND PRIOR TO BEGINNING WORK. THE MORE STRINGENT REQUIREMENT SHALL APPLY. FUNCTIONAL FOR THE PHYSICALLY DISABLED & HEARING IMPAIRED 5. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST ADOPTED IN ACCORDANCE WITH AMERICANS WITH DISABILITIES ACT (ADAI AND ALL OTHER UNIFORM STATE /FEDERAL GOVERNING AGENCIES. WASHINGTON AMENDMENTS 0 DIAMETER / a SQUARE FOOT FEET HDWD. HARDWOOD & AND HVAC HEATING, vENTILAnON & AT AIR CONDITIONING CENTERLINE POUND OR NUMBER LD. INSIDE DIAMETER EXISTING I.E. INVERT ELEVATION A.B. ANCHOR BOLT N. INCH ABV. ABOVE INSUL. INSULATION A/C AIR CONDITIONING INT. INTERIOR A.C. ASPHALTIC CONCRETE JT. JOINT A.D. AREA DRAIN LAM. LAMINATED ACOJS ACOUSTICAL LAv. LAVATORY AFF ABOVE FINISH FLOOR LT. LIGHT ALUM. ALUMINUM MAX. MAXIMUM APPROx. APPROXIMATE ARCH. ARCHITECTURAL M.B. MACHINE BOLT A.S.R. AUTOMATIC SPRINKLER ROOM MECH. MECHANICAL MET. METAL OWNER PLUMB /MECH/ ENGINEER ' SHEET DESCRIPTION EXTENDED STAY AMERICA KARTCHNER ENGINEERING 1611 116th Avenue N.E. 1546 E. Fairview Ave. Bellevue, Wa. 98004 -3024 Meridian, Idaho 83642 TEL: 206 ( ) 453 -0265 TEL: (�208 888 -7145 FAX: (206) 637 -8076 FAX: (208) 888 -7165 ATTN: Dan Sterns ATTN: Richard Kartchner FIRE SPRINKLER / FIRE ALARM TS i COVER / TITLE SHEET / GENERAL NOTES TS2 OUTLINE SPECIFICATIONS TS2 OUTLINE SPECIFICATION /EQUIPMENT RESPONSIBILITY BLDG. PERMIT SUB M 3 -20 -96 CIVIL UTILITY / ARCHITECT LEHNER ENGINEERING LPN ARCHITECTURE & PLANNING 18023 Hwy. 99 Bldg C, Suite N 1201 Fourth Ave. S.,Suite 102 Lynnwood, yWa. 98037 Seattle, Wa. 98134 TEL (206) 776 -7616 TEL: (.206) 583 -8030 FAX: (206) 776 -8577 FAX: (206) 583 -0708 ATTN: Bill Lehner ATTN: Royce A. Berg STRUCTURAL ENGINEER LANDSCAPE ARCHITECT C2.0 EXISTING CONDITIONS 03.0 EROSION CONTROL PLAN 03.1 EROSION CONTROL DETAILS/ NOTES C4.0 GRADING PAVING & STORM C4.1 OFF SITE STORM DRANAGE C4.2 BD. OARD BLDG. UILDING MFR. MANUFACTURER BLS. LOCK M.H. MANHOLE BLKG. LOCKING MIN. MINIMUM BM. EAM MISC. MISCELLANEOUS B.N. OUNDARY NAILING M.O. MASONRY OPENING BOT. OTTOM MTD. MOUNTED BnvN. ETWEEN MTT MAIN TELEPHONE TERMINAL c !�` AMBER MUL. MULLION cATV "ABLE TELEVISION N NORTH C•B• ETCH BASIN N.I.C. NOT IN CONTRACT GEM. EMENT N0. NUMBER CER. ERAMIC NOM. NOMINAL C.H.B. AST IRON ED HOSE BBB N.T.S. NOT TO SCALE C.I. AST IRON O/J TILING JOIST O.A. OVERALL C.J. ONTROL JOINT O.C. ON CENTER CLG. TILING O.D. OUTSIDE DIAMETER CLR. LEAR OFD. OVERFLOW DRAIN c.M.u. DNCRETE MASONRY UNIT OPG. OPENING C/O LEANOUT DPP. OPPOSITE G.D. OLUMN ONLY 03.0.1. OWNER SUPPLIED, COL. OLUMN OWNER INSTALLED CONC. ONCRETE PARTN PARTITION CONN. ONNECTION p..s PROPERTY LINE CONSTR. ONSTRUCTION PIES. PIASTER CONT. ONTINUOUS PLUG. PLUMBING CONTR. ONTRACTOR POINT C.S.C.I. ONTRACTOR SUPPLIED, ENGINEERS NORTHWEST LAUCHLIN R. BETHUNE ASSOC. 6869 Woodlawn Ave, N.E. 11322 Southeast 218th Place Kent, Washin ton 98031 Seattle, W0. 98115 g TEL: 206 525 -7560 TEL: (206 ) 859 -1789 FAX: (206) 522 -6698 FAX: (206) 859 -8185 ATTN: Tom Langton ATTN: Lauch in R. Bethune g CIVIL ENGINEER SOILS ENGINEER WARNER ENGINEERING GEO ENGINEERS INC. Gig Olympic Dr. N.W. 8410 REDMOND, AVE. N.E. Gig Harbor, Wa. 98335 IND, WA. 98052 TEL: 206 858 -8577 TEL: (1206) 861 -6000 ( )) ( ) FAX; (206) Berner 9 FAX: 206 861 -6050 ATTN: Gary Warner ATTN: Bo Mc Fadden, P.E. ENGINEER C4.3 NOTES & DETAILS STORM, DETAILS C4.4 PAVING, STORM DETAILS C5.0 WATER , SEWER C5.1 WATER, SEWER, DETAILS r! RI- r u,ns +a I LANDSCAPE BUILDING CODE AS AMENDED, ALL ORDINANCES AND REGULATIONS I THE CITY THE E COUNTY WITH ARISOIR THESE AND N. SPECIAL 7 ALL PUBLIC L AREAS SAFETY HAVE NON- 5 IN REQUIREMENTS INDICATED IN THE BLDG. SUMMARY OR THESE YEN. NOTES, 27. ALL FLOORS SLIP SURFACE COMPLIANCE WITH ALL HEALTH AND SAFELY CODES of 6. ALL INTERNALLY LITE EXTERIOR SIGNAGE IS NOT A PART OF THIS CONTRACT. STATE AND FEDERAL AGENCIES EXCEPT CODE REQUIRED SIGNS. SIGN CONTRACTOR SHALL OBTAIN SEPARATE APPROVALS AND PERMITS FROM GOVERNING 28. STRIPING FOR THE VISUALLY IMPAIRED: THE UPPER APPROACH AGENCIES FOR INTERNALLY LITE EXTERIOR SIGNS. AND THE LOWER TREAD OF EACH STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2- INCHES WIDE PLACED P. UNLESS OTHERWISE SPECIFICATIONS I ON THESE DRAWINGS OR XI THE PARALLEL TO AND NOT MORE THAN 1 -INCH FROM THE NOSE OF THE STEP • PROJECT MANUAL AND SPECIFICATIONS AS BEING N.I.C. OR EXISTING, OR LANDING. ALL ITEMS, MATERIALS, ETC. AND INSTALLATION OF THE SAME ARE A ( PART OF THE CONTRACT DEFINED BY THESE DRAWINGS AND 29, PR VIDE 4" HIGH DIE CUT HOUSE NUMBERS, 8" HIGH NUMBERS SPECIFICATIONS, 9 PYLON REVERSE READING, CONTRAS we COLOR, SIMILAR TO LETRASEf "fUTURA BOLD" FOR EACH 8. CONTRACTOR SHALL BUILDING SPACE AND MOUNT DIRECTLY ABOVE ENTRANCE 4" H X T R S ALL SSANDE SOLE AND COMPLETE RESPONSIBILITY E DOORS, FOR JOB SITE CONDITIONS AND 2" W X 3 8" THK. INSTALL MECHANICALLY FASTENED B E CO DI REQUIRED A D COMPLY WITH SAFETY REGULATIONS AND / (NOT GLUED) RESTRICTIONS AS REQUIRED FOR WORKERS AND PEDESTRIAN PROTECTION ALUMINUM BUILDING ADDRESS NUMBERS IN A CONSPICUOUS LOCATION ON DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. PROVIDE THE BUILDING SO THAT THEY ARE VISIBLE FROM THE STREET PER LOCAL PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING MUNICIPAL CODE. COLOR AND STYLE SHALL BE AS SUBMITTED TO ARCHITECT & OWN AND CONFORMANCE REGULATIONS. OCCURS, THE WITHIN AND SHALL WI JOB RITE. WHERE DAMAGE C ER FOR APPROVAL C RMANCE WITH REGUU IONS OCCURS, THE CONTRACTOR REALL REPAIR OR R'S APP DAMAGED AT AREA AND /OR MATERIAL AS REQUIRED TO THE OWNER'S APPROVAL AT NO 30. PROVIDE U,L. APPROVED FIRE EXTINGUISHERS AS REQUIRED BY ADDITIONAL COST. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY FIRE MARSHAL. VERIFY LOCATIONS OF EXTINGUISHERS WITH ARCHITECT AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND FIRE MARSHAL. PROVIDE FIRE PROTECTION IF REQUIRED BY LOCAL AUTHORITIES DURING CONSTRUCTION. 9. IF THERE ARE TRENCHES OR EXCAVATION 5' -0" OR MORE IN DEPTH 31. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF INTO WHICH A PERSON IS REQUIRED TO DESCEND, CONTRACTOR SHALL ALL FIXTURES & CABINETRY INSTALLATION, WHICH INCLUDES DRILLING OBTAIN NECESSARY PERMIT FROM THE STATE DIVISION OF INDUSTRIAL SAFETY. HOLES INTO FIXTURES & COUNTERS SHOWN ON FIXTURE PLAN FOR CABLES, HOSES AND OTHER ITEMS REQUIRED FOR PROPER INSTALLATION. VERIFY 10. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, SPECIFIC LOCATION WITH CONSTRUCTION MANAGER. TRANSPORTATION, UTILITIES, OTHER SERVICES AND RELATED TASKS NECESSARY FOR PROPER EXECUTION OF THE CONSTRUCTION REQUIRED BY 32. GENERAL CONTRACTOR TO HAVE 900 MHZ MULTI - CHANNEL PORTABLE JOB CONTRACT DOCUMENTS. PHONE WITH RECORDER, FAX, COPIER ON PREMISES DURING ENTIRE CONSTRUCTION PERIOD FOR USE BY OWNER & CONSULTANTS. IF OWNERS PHONE IS USED BY GENERAL Ti. ANY REVISION OR ADDITIONAL WORK REQUIRED BY FIELD CONTRACTOR OR HIS SUBCONTRACTORS, APREDETERMINED SUM WILL BE CONDITIONS OR LOCAL GOVERNING AUTHORITIES SHALL BE BROUGHT TO DEDUCTED FROM CONTRACT AMOUNT. THE ATTENTION OF THE ARCHITECT AND OWNER BEFORE PROCEEDING. 12. SHOULD ANY ASPHALTIC CONCRETE REQUIRE PATCHING ADJACENT TO 33. GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK BUILDINGS, IT SHALL BE DONE ACCORDING TO THE PAVING BY HIS SUBCONTRACTORS FORA PERIOD OF ONE (1) YEAR COMMENCING SPECIFICATIONS AND THE SOILS REPORT AND SHALL BE OF THE SAME FROM THE DATE OF TOTAL COMPLETION (PUNCH LIST) ANDWRITTEN SECTION AND DRAINAGE SCHEME AS ADJACENT PAVED AREAS, SIGN OFF BY OWNER. ! II 13. THE OWNER SHALL PAY FOR BUILDING PERMIT AND UTILITY FEES. THE 7l� 34. ALL MATERIALS'ITEMS SPECIFIED ARE TO BE INSTALLED IN ACCORDANCE CONTRACTOR SHALL PAY FOR ANY ADDITIONAL PERMITS, LICENSES, INSPECTIONS WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS, GENERAL AND TESTING INDICATED ON THE PLANS AND BY SPECIFICATIONS OR REQUIRED BY CONTRACTOR IS TO CONSTRUCT PROJECT IN ACCORD WITH THE DOCUMENTS. ANY DEVIATION FROM THE INTENT OF THE DOCUMENTS WITHOUT ARCHITECT THE SOILS REPORT AND /OR REQUIRED BY ANY GOVERNMENT AGENCY. & OWNERS WRITTEN APPROVAL ARE AT THE CONTRACTOR'S OWN RISK. 14. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO THE BUILDING(S) AS MAY BE INDICATED 35. CONTRACTOR SHALL PROVIDE WOOD BLOCKING FOR ALL WALL EQUIPMENT ON THE PLANS. CONTRACTOR SHALL BE REQUIRED TO BRING ALL AND FIXTURES INCLUDING ALL CASEWORK, TOILET ACCESSORIES, WIRE SHELVING, UTILITY LINES (WATER, SEWER, GAS AND ELECTRICAL), INTO THE DRAPERIES AND GRAB BARS IN TOILET ROOMS SHALL BE. INSTALLED BUILDING, FROM TERMINATION POINTS AS INDICATED ON THE SITE ON BLOCKING TO MAINTAIN A 250 POUND LOAD FOR FIVE MINUTES. TOILET PLANS, READY FOR SERVICE. PARTITIONS SHALL BE MOUNTED INTO SOLID BACKING. COORDINATE OWNER FURNISHED /CONTRACTOR INSTALLED O.F.I.c. EQUIPMENT AND OWNER NOTICE TO OWNER, CONTRACTOR SOILSLENGII EEREANDESWEEK ADVANCED ENGINEER FURNISHED / OWNER INSTALLED (O. .0.1.) FOR EXACT LOCATION OF BLOCKIN PRIOR TO ANTICIPATED POURING OF THE FOOTINGS AND SLAB AND L -1 LANDSCAPE PLANTING PLAN L -2 LANDSCAPE IRRIGATION PLAN L -3 LANDSCAPE NOTES, DETAIL S & SCHEDULE 5 - - ARCHITECTURAL ELECTRICAL PALMIERI LINO P 1810 S. Fair Oaks Ave. South Pasadena, CA. 91030 TEL: 818 799 -8212 799-0864 FAX: 818 79 ATTN: Lino Palmieri A -1 OVERALL SITE PLAN & SITE DETAILS A -2 SITE PLAN 1" = 20' A -3 1ST FLOOR PLAN / ENLARGED STAIR PLANS& NOTES A -4 2ND FLOOR PLAN / ENLARGED STAIR PLAN & NOTES A -5 3RD FLOOR PLAN / ENLARGED STAIR PLAN & NOTES DIRECTORY 2 A -6 OFFICE CORE PLAN ENLARGED, INTERIOR ELEVATIONS A -7 ROOM TYPE PLANS ENLARGED, INTERIOR ELEVATIONS ,�� `� h & FINISH SCHEDULE P.O.C• OF INS p,O.O. POINT OF CONNECTION CONTRACTOR INSTALLED PR. PAIR CTSK COUNTERSUNK C.Y. CUBIC YARD P.T. PRESSURE TREATED DBL, DOUBLE Q.T. QUARRY TILE DEPT. DEPARTMENT R. RISER MET. DETAIL RAD. RADIUS D/F DOUGLAS FIR R.D. ROOF DRAIN D.F. DRINKING FOUNTAIN RDWD. REDWOOC DIA. DIAMETER REF. REFERENCE DIM. DIMENSION REFS. REFRIGERATOR DN DOWN REINF. REINFORCED DR DOOR REVD. REQUIRED DS DOWNSPOUT RESIL. RESILIENT DWG. DRAWING RM. ROOM E EAST R.H.B. RECESSED HOSE BIRO EA. EACH R.O. ROUGH OPENING E.J. EXPANSION JOINT R.S. RESAWN OF WAY ELEC. ELECTRICAL EL ELEVATION 5 SOUTH' E.P. ELECTRICAL PANEL S.A.T. SUSPENDED ACOUSTICAL r EQ. EQUAL TILE EQUIP. EQUIPMENT S.C. SOLID CORE E.W. EACH WAY ACHED. SCHEDULE EXIS. EXISTING SECT. SECTION EXT. EXTERIOR SHT. SHEET FDN FOUNDATION SHAG. SHEATHING F.D. FLOOR DRAIN SIM. SIMILAR F.E.C. FIRE EXTINGUISHER SPEC. SPECIFICATION CABINET SQ. SQUARE F.F. FINISH FLOOR ASK. SERVICE SINK FIN. FINISH Bs. STAINLESS STEEL FIXT. FIXTURE STD. STANDARD FLT. FLOOR STL. STEEL F.L. FLOW LINE SLOT, STORAGE FLUOR. FLUORESCENT STRUCT. STRUCTURAL F.H. FIRE HYDRANT G.G.V. SHUT OFF VALVE F.O.M. FACE OF MASONRY SYM. SYMMETRICAL F.O.S. FACE OF STUD F/s FINISH SURFACE T. TREAD T.B. TOP OF BEAM F.S. F FLOOR SINK T,C. TOP OF CURB F.S.R. FIRE SPRINKLER RISER F. Fool /FEET TEL TELEPHONE FTC. FOOTING T &G TONGUE AND GROOVE PURR. FURRING THK. THICK FUT. FUTURE T.J. TRUSS JOIST To.P. TOP OF PARAPET GA. GAUGE T.os. TOP of SHEATHING CALV. GALVANIZED T.T.W. TOW TOP OF WALL C.C. GENERAL CONTRACTOR TYP. TYPICAL G.I. GALVANIZED IRON G.L.B. GLU -LAM BEAM u.B.c. UNIFORM BUILDING CODE Gt., GLASS GND, GROUND V B. N VINYL BASE HERWISE NOTED TR, GRADE VENT. VERTICAL GYP. GYPSUM V•C.T• VINYL COMPOSITION TILE / V.T.R. VENT THROUGH ROOF H./C. HANDDI GIPPED H.C. HOLLOW CORE W/ WEST ITH HDR HEADER W.C. WATER CLOSET How. HARDWARE WO. WOOD HT. HEIGHT W.H. WATER HEATER H.M. HOLLOW METAL W/O WITHOUT AL HORIZ. HIGH POINT H.P. HIGH PoINr W.P.J. WEAKENED PLAN JOINT HTG. HEATING W.R. WATER RESISTANT W.W.F. WELDED WIRE FABRIC A -8 DOOR, WINDOW, HARDWARE SCHEDULES, & DETAILS 51 ST AVE. S. A -9 EXTERIOR ELEVATIONS SIGN LOCATIONS / J� / •.�/ I� m A -10 BUILDING CROSS & EXTERIOR CORRIDOR SECTIONS A-1 BUILDING ELEVATOR, SECTIONS & DETAILS - 52 NO S. A -12 STAIR, ENTRY & SHAFT SECTIONS % / i '� 53 RD AVE. S. A -13 DETAILS, EXTERIOR, STAIR, & MISC. A -14 ROOF PLAN & DETAILS at. _� NORTH _ STATE 1 -5 1pSER SOUTHCENTER N A -15 FURNITURE PLAN, DETAILS, & INTERIOR ELEVATIONS (REFERENCE SHEET ONLY) STRUCTURAL S -1 FOUNDATION PLAN 5-2 2ND FLOOR FRAMING PLAN QNf $ -3 3RD FLOOR FRAMING PLAN Anew 4ZNOVq(o- VICINITY MAP $ S_4 ROOF FRAMING PLAN �r - ` IN`g T tl.� S -5 FOUNDATION DETAILS JURISDICTION : CITY OF TUKWILA, WA. CODES: U.B.C. 1994 ED. LAND -USE ZONE: RCM - REGIONAL COMMERCIAL MIXED USE SEISMIC ZONE: 3 (CONSTRUCTION TYPE: V -1 HR SPRINKLERED OCCU FANCY GROUP: R -1; HOTEL SITE AREA; 87,976 S.F. (2.01 ACRE ( ) BLDG AREA CALCS; • BASIC ALLOWABLE 10,500 S.F. 4 SIDE SEPARATION 100% INCREASE 21,OOD S.F. SPRINKLERED 100% INCREASE 42,000. S.F. MULTI - STORIES 100% INCREASE . 84 000 S.F. ._,,. PROPOSED BLDG AREA: 3 FLRS @ 13.736 S.F. / FLR 91, %J S.F. TOTAL -_r -- • -- ._.� -,...- ._.�� --� BLDG HT. / # OF STORIES; 35' 1 3 STORIES -+ SLOPED ROOF NO, OF UNITS: 96 GUEST + OFFICE & SUPPORT PARKING REQUIRED: 1 / EA. ROOM + EMPLOYEE PARKING PROVIDED: REGULAR - 72 STALLS COMPACT - 24 STALLS H.C. - 5 STALLS LOADING AREA - 1 STALLS S -6 FRAMING DETAILS S -7 ROOF FRAMING, DETAILS & GENERAL, NOTES PLUMBING MECHANICAL / P -1 FIRST FLOOR WASTE PLAN P-2 SECOND FLOOR WASTE PLAN p -3 THIRD FLOOR WASTE PLAN P_4 FIRST FLOOR WATER PLAN P -5 SECOND FLOOR WATER PLAN SHALL PROVIDE SPECIAL TESTING DURING EACH POUR, 16, PROVIDE CERTIFICATION GF FOOTING AND PAD LOCATIONDBY HEBRANK, STEADMAN & ASSOC SURVAYORS. 17, ALL LEGAL EXITS INDICATED ON THE PLANS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT AND SHALL BE LABELED, THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS' IN BLOCK LETTERS A MINIMUM of 1 INCH HIGH ON A CONTRASTING BACKGROUND. SPECIAL LOCKING DEVICE SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE NOT ALLOWED. MAXIMUM EFFORT To OPERATE DOORS SHALL NOT EXCEED SEPARATE PERMIT REQUIRED FOR: J t� ECHANICAL is FRI�wL P LAMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY P -6 _ THIRD FLOOR WATER PLAN I understand that tho Plan Check approvals cro subject to errors and minions and approval of plena does not eWtalw ale violation of any atopted aria aerdl�lYeetpt of contractor's copy of approved pr�llt__d. "' P -7 PLUMBING RISER & DETAILS P -8 PLUMBING RISER P -9 FIXTURE SCHEDULES P -10 PLUMBING DEEP INS & SCHEDULES M -1 FIRST FLOOR MECHANICAL GCtia 1'jLIDQFj/, t..� - M -2 e� SECOND FLOOR MECHANICAL }'a P'12NOV�(4, Data 6' ao, 96 M -3 THIRD FLOOR MECHANICAL - �'{SaF'FIbE 8.5 LBS. FOR EXTERIOR DOORS, 5 LBS, FOR INTERIOR DOORS AND 15 LBS. FOR FIRE RATED DOORS, Pond No. 15942-oo75 M -4 ENLARGED MECHANICAL PLANS MP -1 SPECIFICATIONS - MECHANICAL & PLUMBING 18. ALL ORDINANCES.TERIOR OPENINGS SHALL COMPLY WITH THE CITY SECURITY NO CHANGES SHALL BE MADE TO 19. WHERE EXIT DOORS SWING OUT OVER A UNOING, THE LAN E SCOPE OF WORK WITHOUT PRIOR SHALL NOT BE MORE THAN 1 2" BELOW THE THRESHOLD. ROVAL OF TUKWILA BUILDING DIVISION, / Nola a01910N8 REQUIRE AdNEW PLAN` SUBMNIAL ELECTRICAL E-1 GENERAL NOTES, DETAILS, SYMBOLS & SCHEDULE E -2 COMMUNICATION DIAGRAM, DETAILS & NOTES GENERAL NOTES �J I ( E -3 OFFICE / LAUNDRY / MAINTENANCE UNIT LIGHTING , 102 STALLS TOTAL W/ 12 STALL EASEMENT IMPERVIOUS AREA: ± 52,424 S.F. (60 %) PERVIOUS AREA: ± 35,552 S.F. (40 %) NATURAL AREA: ± 15,732 S.F. POWER &PANEL SCHEDULE A Room Type 0 Door Number E -4 TYPICAL UNITS -POWER & LIGHTING, PANEL SCHEDULE AND ELEVATIONS 101 Room Number Emergency Sign E -5 ST, 2ND & 3RD FLOOR LIGHTING & POWER ® /\ F>1 Kev Notes TYP Typical E -6 SITE PLAN & NOTES ABBREVIATIONS 6 BUILDING SUMMARY 4 E -7 SINGLE LINE DIAGRAM & NOTES Y T Fire Extinguisher Location With E -8 FIRE ALARM RISER DIAGRAM & NOTES ' Section or Detail Numbers F.E.C. Cabinet See Specifications. P PARCEL A- LOT 3 OF CITY OF TUKWILA, SHORT PLAT NO. 78 -29 -55 AS RECORDED UNDER RECORDING N0, 7910170915, RECORDS OF KING COUNTY, WASHINGTON, PARCEL 6- AN EASMENT FOR INGRESS AND EGRESS AS DELINEATED ON THE FACE OF CITY OF TUKWILA, SHORT PLAT NO. 78 -29 -SS AS RECORDED UNDER RECORDING NO, 7910170915, CITY OF TUKWItA APPROVED RECORDS OF KING COUNTY, WASHINGTON; LESS ANY PORTION LYING WITHIN PARCEL A. PARCEL C- THE WESTERLY 190 FEET OF TRACT 4, BROOKVALE GARDEN TRACTS ACCORDING TO THE JUN 18 199 THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT ANY PORTION THEREOF LYING WESTERLY AND SOUTHERLY OF AS NuILU PRIMARY STATE HIGHWAY NO.1 AS CONVEYED BY DEED RECORDED UNDER REC. N0. DINO DIM i N 5496436 ESTABLISHED BY DEED RECORDED UNDER RECORDING NO. 5640561 AND .CONDEMNED BY SUPERIOR COURT CAUSE NO. 596633 Detail - Section or Target FIRE / SPRINKLER - FIRE / ALARM Insulated Wall `-'t prQwins where Section or Detail I' ' " "'' " " " " "'''1i °''''''''''''''' FP- FIRE SPRINKLER PLAN - 1ST FLOOR Is Drawn j ... E.I.F.S - FP -2 FIRE SPRINKLER - 2ND FLOOR • -- Partial or Full Section - FP -3 FIRE SPRINKLER - 3RD FLOOR Interior Finished Wall Elevations ® One Hour Shaft Wall FP -4 FIRE SPRINKLER - ROOF &ATTIC Al 1" Shaft Wall Liner over 2 1/2" ED Metal Studs w/ 1/2" GI. Fiber Sheet Dralyina Number w 1 Layer Type X GYP. FP -5 FIRE SPRINKLER SPECIFICATIONS FA -1 FIRE ALARM PLAN fA -2 FIRE ALARM SPECIFICATIONS r "l "e 5 I '' � !01` 4 1,Irh�T A � gi Yrl l n �� UL R3501, 93nk22748,9 -15 -93 ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. LEGAL DESCRIPTION 5 SHEET INDEX 1 SYMBOLS . I 8 i WetL� l Q n� w`` 1�./ o o n 0 Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG. PERMIT SUB M 3 -20 -96 FID 06.7" ' 4 -19 -96 ELTCI CEP?, RESUBMIT -4- 25- qro 2659 5' GISIERED Linda = r! RI- r u,ns +a I TITLE SHEET 0-75 File: 95024 \TS1 1/9 JOB NO 96024 SHEET NO OF ;' DATE: 3-20-98 DRAWN: 010 ���� CHECK: GENERAL CONDITIONS OF THE CONTRACT A. General Conditions: The - General Conditions of the Contract for Construction, AIA , men( 201 fourteenth Edition 1987 as modified by the Y in9,Supplementary Conditions, applies to this project as if j� fated herein. '�., .< B. Supplementary Conditions The Central Conditions of the Contract for Construction, AIA document 201 is modified with the following provisions: Add the following clause 9.3.1.3 to 9.3.1: 9 9.3.1,3 Until the work is 50 percent complete, the Owner shall pay 90 percent of the amount due the contractor on account of progress payments. At the time the work is 50 percent complete and thereafter, and with the approval of Owner, the Owner's PP Representative may authorize remaining partial payment a er paid M full, if the Contractor is performing the work and is adhering to the construction schedule. Add the following paragraph 9.11 to article 9 9 P 9 P 9.11 Liquidated Damages • 9.11.1 In accordance with the General Conditions, the Contractor shall maintain the following insurance for the ro ect. 9 project. A. Workmen's Compensation - Statutory - and Employer's Liability nsurance that complies with the laws of the state in which the work is located shall be carried on all employees engaged in any and all phases of the work required under this contract. Minimum Limits: Workmen's ComUens lion - Statutory Employer's Lip nifty: 500,000 Each ryAccident B Disease: 150000 E ch Employee By 4 500,0 0 Policy Limit B. General Liability (Bodily injury and Property Damage ty1 e ( Y. 1 ry P d 9 Liability) including completed operations coverage, products liability covero a Broad Form Property Damage and Blanket q P Y 9 Contractual Liability Coverage. To cover all phases of the operations required under this contract. Occurrence Form. Minimum Limits: General Aggregate .... , $2,000,000.00 Products-'Completed Operations Aggregate . ... 12,00 000.00 Personal u Advertising Injury ... 000000.00 Each Occurrence t1 od and oo C. Owner's and Contractor's Protective Bodily Injury and Property Damage Liability Insurance must be provided by the contractor for the benefit of the Owner covering he entire operation involved in the contract. The minimum limits of p liability required for such insurance are as follows: Same Limits as General Liability Coverage. Y 9 Extend alts to include interest of Architects. policy D. Automobile Bodily Injury nd Property Damage Liability Insurance shall be carried on a automobiles, trucks and similar) vehicles that will be used in any phase of the work required under this contract. The minimum limits of liability required for such insurance are as follows: y 9 1,000000.00 Combined Single Limit per occurrence for 9 P Bodily injury and Property Damage. E. Excess Umbrella Liability (Occurrence Form) Minimum Limit - (2,000,000.00 Each Occurrence 2,000,000.00 Aggregate Ag9 g F. Builder's 'All Risk, Including, and Earthquake" q Insurance in an amount equal to the all amount of the contract, shall be provided by the Owner. P Y 11.4 Performance Bond and Payment Bond Y Delete Subparagraph 11.4,1 and substitute the following: , 11.4.1 The Contractor shall furnish bonds covering faithful erformance of the Contract and payment of obligations arising P�' 9 9 thereunder. Bonds may be obtain through the contractors usual source of the cost thereof shall be included in the Contract Sum. The amount of each bond shall be equal to 100 percent of the Contract Sum. g p 11.4.1.1 The Contractor shall deliver the required bonds to the Owner not later than three days following the date the Agreement is entered into, or if the Work is to be commenced prior thereto in response to a letter of intent, the contractor shall, prior to the commencement of the work submit evidence satisfactory o the Owner that such bonds will be furnished. ry 11.4.1.2 The Contractor shall require the attorney-in-fact who 9 Y executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. PY P Y Article 14: Termination or Suspension of the Contract P Revise paragraph 14.2.1.1 as follows: Delete the words "Persistent) or repeatedly" so that the statement now reads, After two requests, refuses or foils to supply, enough properly skilled or trained workers or proper materials. Add the following subparagraph to paragraph 14.2.1: 14.2.1.5 Fails to remove from the project, after being requested P 1 p 9 to do so b the, Owner,, a subcontractor that fails to perform Work that is in compliance with the Contract Documents. p Add the following paragraph 14.4 to Article 14: 1 4.4.1 The Owner may, at any time, terminate the contract for the Owners convenience and without cause. 14.4.2 U on reset t of written notice from the Owner of such p termination for the Owner's convenience, the Contractor shall: 1 Cease operations as directed by the Owner in the notice; 2 Take actions necessary, or that the Owner may direct, for the protection and preservation of the work; and 3 Except for Work directed to be prior to the effectiye date of termination stated in the purchase orders, enter into no further Subcontracts and purchase orders. 14.4.3 In case of such termination for the Owner's convenience, the Contractor shall be entitled to receive payment from the P Y Owner on the some basis provided in Subparagraph 14.1.2. 0 qb.,,,,, DIVISION 1 - GENERAL REQUIREMENTS A. Drawings and, Specifications 9 P Drawings and work ific be performed. prepared b the Architect show and describe be cos wore to Drawings and specifications shall be considered complementary of so that an bin shown upon anything P one or described and the other, or implied by pith r or both, grail be executed and performed as if shown and or described by both. Drawings and specifications shall be used or this work only and are The property of the architect, and must be returned upon the completion of the work. The Contractor shall review the Drawings for fabrication, assembly, and installation requirements and for materials that may not be included in the specifications. Should anything be shown; Indicated, or specified op one and not the other, the Contractor shall notify the Architect immediately end obtain btain c larif, prior from m the with the Work. Failure to obtain clarification from the Architect by the Contractor ma require the Contractor to change or remove the Work of the Contractor's expense. B. Substitutions 1. Where specific materials and manufacturers are listed, the P listed materials are not intended to restrict expected competition. Listed materials intended to establish expected quali{v } e, desi n st le, finish, and erformance. Products b y g style, P by other manufacturers may, be submitted for review to the Architect for written connrmahon and acceptance. 2 The Contractor will be responsible for all costs including delays, failures, and design changes, resulting from a substitution. C. References Referenced documents, standards, regulations, and codes become a rt of the Contract documents as if copied Into the Contract g b Documents or published copies are attached and bound to the Contract Documents. D. Manufacturer's Recommendations All manufactured items, materials, and equipment shall be transported, stored, protected, used, applied, installed, P P P connected, and cleaned according to the manufacturer's instructions. E. Workmanship The Contractors all ensure that all work is performed by mechanics and technicians who are experienced and skilled in their respective trades in accordance with acceptable Federal, State, and Local re uirements, as well as all laws, ordinances, q and regulations. Work and materials that do not meet established standards of the construction industry, the applicable trades, or the Owner's Re Representative shall be removed and replaced laced with P P acceptable work and materials at the Contractor's expense. F. Ordering and Scheduling 9 The signing of the Contract Documents is to be deemed as evidence that the time allowed to com lete the ro'ect is reasonable and P project fair. Unless otherwise specified, all materials shall be new and free from detects. The Contractor and sub - contractor ore responsible for ordering, purchasing, and scheduling work far enough in advance to prevent delays and substitution because of delivery. G. Feld Engineering and measurements 1. The Contractor and each subcontractor shall be responsible for verifying ell measurements and for the correctness and Y t accuracy o same before ordering or installing materials. The Contractor will not receive additional compensation because of difference between field measurements and the measurements indicated on the Drawings. 2. The contractor shall be responsible for locating, identi- P. 9 fytngg, and sanitation ion relocating as required, all existing utlllfes and sanitation (aclllties. 3. The Contractor shall be responsible for providing, erecting, maintain, and removing temporary facilities, g g p ry including field office. H. Warranty /Guarantee The Contractor shall warrant and guarantee all materials, labor, g supplies, equipment, and work against defects, improper installation and poor installation o( a eriod of 1 year commencing from P °� I t 9 date of total completion punchlist written sign off) by the Owner. Ste s that the Owner may take to r P Y p oteat his property during a failure, within the Warranty /Guarantee penod, shall not void or reduce the benefits of the guarantee or obligations of the Contractor. I. Bonds The Contractor may be required by the Owner to obtain and furnish a performance bond, be a ment bond or both. P payment J. Clean Up 1. The Contractor shall at all times keep the premises clean P d and free from accumulation of trash, debris, waste, and rubbish, This included cleaning mud and tracked material from streets used g to access egress from the site. de completion of the Work the Contractor shall remove all trash, debris, waste, rubbish, toots, equipment, scaffoldin , unused materials, and supplies from the g FP site. 2. The Contractor shall be responsible for off storing, P and providing proof of delivery of any items supplied by the Owner to be installed by the Contractor 0.S.C.I.. Y ( K. Request for Payment Monthly or as otherwise agreed to, or instructed otherwise, the Contractor shall prepare and submit on Application and Certificate For Payment to thepOwner for payment. pThe Contractor shall be Y P Y for all lien wavers, and under no circumstance shall the Owner provide payment to any contractor subcontractor or supplier until the Waver a Lien and up-dated schedule is recieved. final payment or" �rcctoinage shall not become due until all of the conditions of Section Id are meet and delivered to the Owner. The Contractor, at his sole expense ,may be compelled to discharge any item missing from any of iris subcontractors and suppliers including all costs and reasonable legal expenses. g 9 P L. Cutting_ Patching 1. he Coring cthe shall guard. of hing an a all perfl describing the cutting and patching and shall perform same. 2. Make cuts in the least obvious manner. 3. Perform patching with same materials as patched surfaces and leave surfaces in like -new condition. M. Project Close -out The Contractor's prerequisites to final close -out ore as follows: 1. Completion of all work on the Owner's Representatives _punch list and obtain sin -off, 2. Submission of all warrantees and guarantees to the Owner. 3. Submission of Certificate of Occupancy to the Owner. 4. Submission of names and addresses of all sub - contractors and primary suppliers and the materials they supplied. 5. Submission of instruction and operation manuals to Owner. 6. Submission of lien wavers from all suppliers and sub- contractors. Pay for all utilities prior to Owner's occupancy and final acceptance. 7. Perform mirrors, met iat Leave top 8. Leave top without 9. Acceptance 10. Occupancy im ly substantial 11. Submission 12. Provide turnover. floor to expenses calculated DIVISION .2 -SITE A. SITE WORK Provide necessary site 1. Clearing stumps eashable 2. Excavation: organize Prepare 3. Grading: 9t theoretical A Trenching and structua 5. Compaction a. p b. Sub 95 c. Open inches d. e. Lawn f. Embankments: g Trench the h. Com Compacted testing be not recom Contractor's 6. Dewatering: As B. TERMITE CONTROL 1. General: 2. Warranty: y 3. Materials: b. b. c. io 4. Application PP a. Apply b. Apply c. Post) d. Apply, . Retreat have DIVISION 3 - CONCRETE A. FORM WORK 1. Comply 2. Materials Materials a. b. c. d. 3. Metal Deck ASTM A446, galvanized B. REINFORCEMENT 1. Comply 2. Materials a. b. Reinforcing c. Accessories: Manual Construction. C. JOINTS 1. Control Joints: two-component. 2. Primer: 3. Backer Material: D. STRUCTURAL CONCRETE 1• Submittals a. Desi b. Certificate 1 + 2 3' 4' 5 2. Com with 3. Aggregate: Aggregate: a. b. Course: gravel. 9 c. 4. Water: Potable. 5. Admixtures: retarding Owner's b. Air-Entraining: b. c. Retarding: 6. Proportions:. cement ratio thawing concrete 7. No air-entrainment then limit 8. Proportion a. Ramps, b, Reinforced c. Other 9. Duties of a, Testing the b. File and c. Conduct to shall days d. Conduct each e. Conduct C231. final cleanin and ad ustin of Project including casework, 9 1 9.. 1 kitchen a egremoving all walls, ceiling, floors, excess elass, toilet and an and removing all trash, debris, excess soil aed to equipment. soil gto prevent ve drain away from structure and smooth ockets to revent ondin or pudding of water. pockets P p g g of the landscaping by the Owner. of the Project, or o portion of the Pro ect does not 1 completion or acceptance of the Work. of one set of mylar as -built drawings. Owner with all meter readings prior to pproect When the Contractor turns over the first) complete the Owner, the Owner will begin to shore utility with the Contractor on a orate basis with costs per floor. P WORK work, including: and Grubbing: Remove and dispose all trees, log, rush, vines roots, sod, weed, undergrowth, and materials that are not to remain. Stri to soil to depth required to remove all p tr q matter. Minimum as s ripping depth to be 6 inches. for structure or as re uiredd by the Soils Report. grade to within q y p d plus or minus .1 foot of grade. and Backfillinq: Perform as required for utilities per the Soils Report and Civil Engineer.. (Edry p density per ASTM D698 standard proctor): t)nder Structure: Top 12 inches, 98% rode for Roads and Parkin Top 12 inches, %9 g P Areas Not Subject to Structural Loads: Top 12 90 %. Walkways: Top p 6 inches, 95% and Unpaved Areas: Top 6 inches, 90% Top 6 inches 90 %. Backfiw Consistent with the compaction of area in which the trench is located. areas s all be tested b a inde independent P by laboratory Approved by Owner which shall paid for by the Contractor. Compacted areas that do t comply with h,these specifications shall be acted until compliance is achieved at the P P expense. required. Materials shall comply with EPA requirements 5 years y ore Any of the following Dragnet TC Dragnet FT g Torpedo by a licensed applicator at the manufacturer's recommendations and rates. sign in area of a lication. 9 pP after vapor burner applied., perimeter after building and finish grading been completed. P with ACI 318 and 347 Plywood: Exterior 5/8 inch. Lumber: Sound, tree of loose knots. Form Ties: Min. capacity 300 lbs. p• Y Form deck): Non-staining, metal font oil. (form deck Corfu ngth metal deck, 22 a g 9 • Grade A; yield strength of 33,000 psi to G90. with ACI 315 and 318. Reinforcing Bars: deformed; ASTM A615, Grade B0. Fabric: ASTM A185. Galvanized. Comply with CRSI of Standard Practice for Reinforced Concrete Corrosion resistant, pour grade, self-leveling, p 9 p As recommended by the joint sealing manufacturer- 60% closed cell polyethylene. n mix 30 days prior to concrete lacement. t p P eg Conformance for the following: A re ate gg Admixture Reinforcement Cement Field inspector is ACI certified at Level- Minimum. ACI 318. Fine: ASTM C33; clean course sand. ASTM C33, size 67, clean, crushed stone or Lightweight: Where li9h�twei4ht concrete is indicated, provide ASTM C330. Exce t for air- entrainment, water reducin reducing, and P do not use admixtures without the approval of the r- resentative, ASTM C260. Water Reducing: ASTM 0494, Type A. 0494, Type D. 9 yp ACI 318 to produce 3000 psi with a water of 0.58. Concrete subject to freezing and shall have a water cement ratio of 0.45, Ready mix Y shall in ant oex with for ASTM ce4. except for concrete exposed to weather, air entrainment to a maximum of 4 - 6 %. mixes for the following lumps: slabs and sloping surfaces: 3 inches max. Foundation System: 1 -3 inches. Concrete: 4 inches max. Contractor's Testing Laboratory: Laboratory shall be approved in witting by the Architect or Owner and paid by the Contractor. coy of test reports with the Owner, kchitect City. strength test on each design- mix according ACI 318 prior to placing concree. Strength tests consist of four cylinders - two tested at seven and two. tested at 26 days. Y dY one slump test according to ASTM 0143 on design mix. one air content test according to ASTM f. Conduct field tests for each ASTM 0172 yards of poured concrete. to samples according c Adin 0o72 mold and cure trengting to ASTM 0co, and test according to ASTM 0 yli Each strength test shall consist fo six cylinders, with two cylinders tested at seven days, two tested at 28 da s, and two held in reserve. Y Y The average strength of the two cylinders from the same sample tested at 28 da s shall be considered the siren th of the days, g concrete sample. Concrete, for test cylinder that fail the strength test shall be removed and replaced with good concrete at the contractors expense. E. CURING 1. Liquid boCuring/Sealing/Hardening ilinProducts. Compound: Sonosil by SastueoC ring: An Pf the 2. Moisture Curing: Any of the following materials: a. Curing Paper. ASTM C171 b. Fabric: Burlap c. Sand: Clean and moist d. Sand: Clean and potable 3. Level floors to 1 8 inch in 10 feet; sloe to drains. / P 4. Finishes a. Exposed Surfaces: Smooth steel trowel, b. Surfaces to Receive Bonded Finish: Troweled Finish. c. Exterior Walking Surfaces: Groomed finish. t p 5. Wet cure all in crier a d exterior concrete not scheduled to receive curiga /sealing ordeni hardening compound. 6. Floor Curingcreteing /Hardening Compound: Apply to all interior concrete surfaces, as noted on the plans, that will not receive a finish. p 7. Moisture earner. Provide moisture barrier cover over prepared h mateno where Instructed. Use materials resistant to Seca ASTM c1e54 a. Polyethylene sheet not less than 6 mill. thick y seer soils report and drawings 9 DoMgg ON 4 - MET USED DIVISION 5 - METALS A. STRUCTURAL STEEL 1. Submittals a. Shop .Drawings: Original; copies of contract drawings not acceptable. 9 t b. Certification the waders are certified according to AWS D1.1. c. • Submit inspection records to Owner. d. Submit min test reports certifying that materials meet specified ASTM requirements. P q 2. Materials a. Steel Plates, Shapes, and Bars: ASTM A36; 36 ksi min. yield. Pipe b. Structural th and Tubes: ASTM A500, Grade B. c. High Strength Bolts: ASTM A325. 9 e. Anchor Bolts: ASTM A36. e. Grout: ASTM 01107, non - metallic, non - shrink, non- gaseous. g f. Shp Priming: 1g Surface Preparation: SSPC SP6 - Commercial Blast. 2) Primer: Universal Primer. 3. Erection a. Comply with Structural "Specification for Desigp and erection of Structural Steel for Building4s . b. Welders and Welding: Comply with AWS U1.1 g PY standards. B. METAL FABRICATIONS 1. Submittals: Submit shop drawings. P 2. Material a- Bars Channels, Angles, and Plates: ASTM A36; b. Lintels: ASTM A36; size for a enin s P c. Plain Bolts Nuts, and Washers: ASTM A307, _galvanized'. d. Bollard: Schedule 80 steel pipe; copy with 1 4 inch P P PY / steel plate. e. Pipe Column: ASTM A500, Grade B, Galvanized; p size as Indicated. f. Sh Priming: p 9` 1 Surface Preparation:, SSPC SP6- Commercial Blast. 2 Primer: Universal Primer. C. ALUMINUM HANDRAILS 1. Submittals: Submit shop drawings. 2. Materials: a. Railing and Pickets: Extruded sgqrare structural tube, ASTM 8429, alloy pickets: 3/T52. Cap: 3 -inch Y P round; post 2 -inch; pickets: 3/4 -Inch with 4 -Inch spacing. All-welded construction. b. Fasteners: Corrosion resistant and compatible with the railing and pickets. P g P c. Grout: Pre-packaged, pre- mixed, non - shrink, non - metallic, and non - gaseous. 2. Finish: Powered, baked -an coating. Color by the 9 y Owner's Representative. 3, Fabrication /Erection: a. Comply with ADA requirements, b. Grind all welds smooth, c. Post anchors shall be as detailed in structural dwgs. D. METAL PAN STAIRS 1. Submittals: Submit shop drawings. P g 2. Materials a. Stringers and Framing: ASTM A3et b. Treads and Riser: Precast concrete. Precast c. Nosing: Type WP -2 by Wooster Products, Inc. f. Sh p riming: 1 Surface Preparation: SSPC SP6- Commercial Blast, 2 Primer: Universal Primer. 3. Install according to reviewed shop drawings. 4. Protection: Contractor shall protect treads and riser. Those Owner, etly stained and damaged shall be replaced at no cost to the Owner. g P DIVISION 6 -WOOD AND PLASTIC Provide shop drawings for all counters, cabinets, and vanities p 9 provided by others but installed by the Contractor. A. ROUGH CARPENTRY 1. Materials a. Lumber: Hem -Flt kin -dried to 19% moisture content; ponform to Rules , PS 20, SPIB Grading Rules . Joists, trusses, and beams to be No. 2 or better; studs and plates to be standard. Kiln d to 19 %. dry 1) Pressure treat wood in contact with earth, concrete, masonry and used for roofing Hailers and entachlbrophenol with 0.4 pct retention. Dry to 9% moisture content. b. Plywood: Comply with APA EXT for exterior; grade as indicated, d, otherwise C/D grade; span rating to suit spaclgg o supports. c. Sheaihing: Dens -Glass Gold by Georgia Pacific; size as indicated. d. Hardware: Except where indicoted otherwise, nails, screws, bolts washers, straps, carpenters iron to be sized and of finish best suited for intended use. Fasteners for exterior use and for treated wood to be galvanized. Provide types indicated. 2. Installation a. Coat cut surfaces of treated wood with same material used for treatment. b. Drill holes 116 tamer than bolt. Use washers under bolt head and not bear on wood. c. Select materials so that knots and defects will not Interfere with fastenings. / d. Where fastenings and spacing are not indicated use 9 P.• 9 of fasteners sizes and spacing st that exceed the strength of the members to be fastened. 8. PRE - FABRICATED, METAL PLATE- CONNECTED WOOD TRUSSES 1. Submittal : ,Submit si ned Td sealed shoo er w' structure) of truss design includin calculsottl ns and icce In Ions b a 1lcepn nproje er ineesq licensed eta rachce m f g P "American jurisdiction o he project. 2. Materials a. Lumber: PS 20 "American Softwood Lumber Standard' Dressed S4S to sizes required to meet spans and loads required by PS, 20, Provide any species that will meet load requirements and that complies with NFPA National Design Specification. b. Connector Plates: 0.036 inch thick ASTM A446, structural 9 ASTM A525quG6t0 steel, Grade A; Galvanized to c. Fasteners: f e recommended by the Truss Fasteners: for the recommended eyand application. Corrosion resistant. 3. Fabrication: Fabricate to standards in TPI "Quality Standards for Metal Plate Connected wood Trusss ". certified by licensed Engineer. 4. Installation a. Do not or cut or alter trusses in the field. Return trusses that do not fit to the manufacturer. b. Erect trusses with lane of trusses vertical and plumb p P to each other. DDIVISIOINSULATION THERMAL AND MOISTURE PROTECTION 1. Submittals b. Product data b. Test reports of performance characteristics. P P 2. Products a. Batt Fiberglass ball Federal Specification HH- 1- 52nType II (laced). b Sound Attenuation blanket: Thermofiber FS -15 by United States Gypsum. Size for stud spacing. 4ypp P Seherre USG Thermafu er w/ Smoke Sea Compound where required. d. Perimeter/Rigid: Extruded closed cell, 1.6 Ib. density polystyrene, ASTM C578, Type IV. e. Blown in insulation. 3. Installation a. Seal joints with caulkin and tape. b. Stuff jes - v 'nsulagon into miscellaneous t coy es am voi. . se SYNTHETIC STUCCO E.'.C.FS SctS(Er�l SpECtFlE7� U1•IDF 1. Submittals: Submit ho drawings oP instal otion and ex ons1. oint locations and t ._ ns s�Dgs c resistance. x_G80 Et1AL. a p � Su mil certification material contains re m33$ REPORT Portland cement by. ht and that the installation meetS4ti _ minimum specified act,resiistance and a escri lion of the 2�?$' IS p P P • Q1�EQ. �� method for ac teviing the Impact resistance (reinforcing, cement content)., 1,UIt -L 2. Exterior Insulation and Finish System; Class PB by STO. IJIEE Ira act Resistance (per EIMA specifications)" -PECZ P a. p A.F.F. to five feet above all walkways and •`7�bg balconies: minimum 151 inch pounds. b. Elsewhere: Minimum 91 inch pounds. P�IX1Qi, c. Fasteners: As recommended by the manufacturer. All steel components shall be galvanized. 3. Protection: Protect E.I.F.S. with bales of hay and 48 -inch PVC sheet until the landscaping has stabilized. P 9 C. ASPHALT SHINGLES 1. Submittals a. Product data b. Sample P c. Test reports of wind and fire resistance. 2. Materials a. Shingles: Elk Prestique II Laminated fiberglass Architectural shingles, self-sealing, Class A, 9 complying with ASTM D3161 wind resistance. Color shall be Weatherwood, Final approval by Owner after reviewing sample. Provide 20 year warrant • y b. Base Felt: ASTM D26 or ASTM D4869, 30 -Ins., T e 36, inches wide, unperforated, organic. a g c. Nal s: Aluminum, 0.0120 Inch, shank, 3 8 -inch diameter head; of length to allow nail to protrude through wood sheathing 1 8 inch, y g pY 9 / 4. Warranty: 20 years. 4. Installation o. Coordinate installation with installation of exterior finishes, trim and sheet metal. b. Pattern: shingle spacing offset at succeeding courses. D. SHEET METAL 1. Submittals: Submit shop drawings of all sheet metal work. 2. Materials a. Where indicated, provide vinyl-covered sheet metal. P Y Vinyl shall have a uniform color throughout its entire thickness. b. Comply with SMACNA installation and thermal movement. c. Materials: Aluminum Alloy 3005 -H25, non heat Y treated sheets. Where indicated on the drawings, provide flashing with a vinyl coating and rote rat p Y 9 g drip. Provide he following thicknesses for the listed s eat metal items: hh)) 1 Gutters: 0.052 inch. 2) Down spouts: 0.025 inch. 3 Curb Flashing: 0.032 inch. 4) ascia: 0.040 inch. ) 5 Vent flashing: 4 pound lead, ASTM 829. aa P pig 6 Soffit: 0.04a inch, perforated. d. Fasteners: As recommended by the vinyl manufacturer Corrosion resistant. Exposed fasteners P to match the vinyl. 3. Installation a. Install in 10 -toot lengths. b. Provide for thermal movement. c. Gutters: Provide removable cleanable, stainless steel strainer at each outlet. 'ilo a gutters to Down outs P g P at 1 16 inch per foot. d. Down spouts: Telescope a cop bolts 1 -1 d inches. P P 1 / Fasten Down spouts at, to P p, bottom, and intermediate points not to exceed five feet on center. E. JOINT SEALING 1. Submittals a. Product data b. Certifications of compliance with specifications. c. Guarantee: 20 years for silicone and polyurethane and 10 years for latex. 2. Materials: a. Silicone: F5 TT -S -230, one -part, mildew resistant ll��s att infarct jai is a d,ar and bathroom fixtures. Coeur to mulch adjacent flni°h• b. Polyurethane; FS TT -S- 00230, Type 1 and Type 2, non -sag., , Use for all exterior joints and interior working joints. Color to match adjacent finish. c. 1 Lateni:,ttiterior, non - working joints. Color to match adacen Ines d. Accessories: Backer rod and primer as recommended by the sealant manufacturer. 00-015 SPECIFICATIONS (CONTINUED NEXT SHEET) U z Z U 0w Z Q = i' (I) Q Q u9 LJJ Z YLLI LLI 0 LL CITY OF TUI(WILA APPROVED JUN 1 6 1996 AS NOTED A iu.!1 BUILDING DIVISION Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE 4 -19 -96 DEPT RESUR117 'I -25-a6 SPECIFICATIONS File: 95024 \TS2 1/6 JOB NO.: 06024 DATE: 4.0246 DRAWN: 010 CHECK SHEET NO OF: TS -2 e. Caulk for floor tile areas shall be almond color. f. (See Design Directive #42) Gypsum Board Sealant' 3. Installation - a. Do not leave gaps in backing, or twist, puncture, or tear backiv . 8o not twist multi le small cues to 9 P make a larger size. b. _ Install according to ASTM C1193. -..., c. Install free of air pockets. d. Tool joints to concave configuration. e. Instal interior sealants after ueat erotures have stabilized. P f. Protect sealed Idiots during curing. 9. Remove sealant and smears from edges of amts. 9 joints. F. MEMBRANE WATERPROOFING 1. Submittals a. Product data b. Shop drawings p g 2. Product: Sure Seal Ethylene -Propylene -Diene -Terpolymer (EPDM) by Carlisle or reviewed substitute complying with the following requirements: q a. hickness: 60 mils b. Tensile Strength: 1305 psi per ASTM D412 c. Ultimate Elongation: 3017% per ASTM D412 d. Hardness: 50 -70 Shore A per ASTM D2240 3. Installation a. Type of Installation: Fully adhered. b. Inspect substrate for sharp edges, splinters, debris, and projections that may cut, abrade, puncture, or otherwise damage the membrane. Correct all defects to ensure that substrate meets the membrane manufacturer's requirements. c. Install membrane in the balcony walkway as shown on the drawings according to the manufacturer's instructions. d. epair all tears, voids, blisters, fishmouths, etc, 4. Testing 9 a. After installation e costa lotion and prior to ourin balcony I flood the membrane with two pinches of waters and check for leaks at the underside of the balcony. If water level is not maintained for 24 hours, drain the water and check for the source of leaks. b. Repair all sources of leaks and retest. G. DECK COATING 1. Submittals a. Product data b. Color Sample 2. Products: Scotch -Clad Pedestrian traffic Coating System by 3M or Approved Equal. 9 Y y a. Thickness; Total dry mils 67 -70 (including aggregate) ry ( 9 b. Elongation: Base Coat, 340 %; Intermediate Coat (Non -VOC), 390 %, Top Coat (Non -VOC), 290% per ASTMD412 c. Hardness: Base Coat 60 -80; Intermediate Coat 74 -80; Tap Coat (Non -VOC) 75 -95 per ASTM D2240 d. Tensile Strength: Base Coat, 850 el; Intermediate 9 P Coat 2450 psi; Top Coat (Non -VOC), 2863 psi P er ASTMD412 3. Installation: a. Inspect and correct all concrete defects. b. Clean concrete surface withmuriatic acid. c. Prime concrete surface. d. Install the traffic coating system as shown on the drawings according to the manufacturer's instructions. H. FIRESAFING DIVISION 81. - DOORS AND WINDOWS A. Metal Doors and Frames: 1. Submittals a. Shop drawings 2. Materials a. General: Conform with SDI -100 1 -3 4 inches thick / 18 gauge face sheet, mortised drilled, tapped, and reinforced to receive door hardware. Factory-prime all exterior doors and frames and make ready to receive field - applied finish. b. Flush Doors: Seamless construction. Insulate with manufacturer's standard rigid construction. insulation. Room entry doors shall be 20 gauge. c, Paneled Doors: Design as Indicated. Insulate With manufacturer's standard rigid insulation. d. Louvered doors: Full louvered. 50% free area. e. Frames: 16 gauge - welded construction. 3. Installation Comply with SDI 105 and ANSI /ADA 100. B. WOOD DOORS Pre-hung, core with tint grade birch face veneer, 9 P care, custom grade. blocking as follows: standard hollow pp 1. To Roil: 5 inches . 2. Bottom Rail: 10 inches 3. Lock Block: 5 x 18 inches 4. Mid -rail: 2 -1/2 inches C. ALUMINUM WINDOWS 1. Submittals: Submit shop drawings of window construction. 2. Design; 350 Series by Capitol Windows and Doors. Single hung, double glazed, 4 over 4 panes thermally improved 2 -inch des frame, 2 locks per window, Both sash P P removable. Provide weep vents in the sill. Color as selected from manufacturer's standard range. 3. Fasteners and Accessories: Non - corrosive and compatible with the aluminum as recommended by the manufacturer. 4. Glazing: Manufacturer's standard clear tempered insulating glass With Aluminum Grid Sealed Between Panels. 5. Screen: Manufacturer's standard, rewirable, aluminum or fiberglass mesh. D. ACCESS DOORS 1. Submittals a. Product Data: Product dots and certification the access doors comply with required ceiling and wall fire ratings. Provide locking type all keyed alike. />\ b �� (1' E. DOOR HARDWARE 1. Submittals o. Shop drawings 2. Materials a. Hardware, hardware sets, and finishes are listed on the Drawings. 9 3. Installation 0. Install all hardware according to manufacturer's instructions and NBHA requrements. b. Install hardware into wood surfaces with wood or sheet metal screws. c. Mount at heights according to NBHA. d. Where cutting and fitting are required to install into or onto surfaces that are later to be painted or finished in another way, install hardware each item completely, and then remove the item and store it in a secure place until after the finish operation. After the finish is completed, reinstall the hardware. e. Six months after Substantial Completion, examine, P adjust, and clean all hardware. Replace all hardware that has failed. f. After installation, protect all hardware from damage from other trades. Remove hardware protection after all construction has been completed and there is no further danger of damage. 5. All hardware shall comply with A.D.A. Requirements DIVISION 9 - FINISHES A. GYPSUM DRYWALL SYSTEMS The following products are by United States Gypsum; thickness as shown on the Drawings. 1. Materials a. Fire - Rated: 1/2' Type "X" Core Conforming YF 9 With ASTM C36 b. manufacturer As recommended to the gypsum manufacturer for fastening into the wood trusses and that will not allow sag. 9 2. Installation 0. Instal` dryy'wall on ceilings prior to installing on wall/ partitions. 9 P 9 P b. Op walls /partitions, install drywall vertically (parallel 0 framing). c. Install edge trim here edge of drywall would otherwise be exposed. d. Install control joints according to ASTM C840. e. Finishes: Finish surfaces according to GA 214 as f (lows: 1 Surfaces to be painted: Level 4 2 Surfaces to receive wall covering: Level 4 f. All drywall installation shall be screwed. 9. All joints and cuts around outlet boxes shall be caulked. B. RESILIENT SHEET FLOORING 1. Submittals a. Samples b. Product data 2. Materials a. Flooring: ASTM F1303, Type 1 sheet vinyl flooring, smooth surface, 0.080 inch wearing surface, chemically- bonded seaming. Color by Owner's Representative. b. Base: Federal Specification SS -W-40, type I, style A (straight vinyl base), 4 inches high. Color by Owner's 9 Y ) 9 Y Representative. Base shall be from a coot. roll. No piecing Will be allowed. C. PAINTING The following coatings are by See Design Directive: 1. l eetured Wall Coating a. Prime drywall with an alkyd enamel Wall Primer at a rate of 375 - 425 square feet per gallon, b. Thin drywall joint compound with water to o sprayable consistency. Mix ratio is 1 gallon water to 5 gallons compound. c. Apply with o hopper gun, and knock down and level with a smooth, stainless steel knock down tool that has rounded edges, d. After allowing to dry thoroughly, apply two coots of Alkyd egg shell Enamel at o rate o 375 - 425 square feet per gallon each coat. 2. Metal Prime and paps a. Primer Shop - applied. b. Touch-up: K Kromik Universal Primer 3 mils OFT. P' em rom versa mer a c. Finish: 2 coats ProMor 200 Interior Enamel. Semi -Gloss at 1.3. mils DFT each coat. 3. Wood Doors h. First Oa Slain ar Varnish neries h. c. Firer Coat; Sher -r od a Sanding Sealer c. Filler dean Sher-Wood ird Coats: : Fast Dry Woad Sher d. Second and Third Coats: Oil Base Varnish, Gloss A66V91. 4. Exterior Pipe Column at Fence a. Coat all surfaces below grade with a single coal of coal -tar epoxy applied at a minimum thickness of 8 mils DFT. Prepare surfaces and apply according to manufacturers instructions. b. Above Surface Epoxy, p y, Primed and Painted. 5. Exterior Concrete - panels P a. Masonry P rimer - 1 coat b. Textured elastameric paint - 1 coot DIVISION A.VISION 10 - SPECIALTIES A. FIRE EXTINGUISHER 1, Submittals a. Product data b. Certification that cabinet is UL approved for a PP 1 -hour U.L Label 2. Products: a. Fire Extinguisher: UL- approved, general purpose, Type A- B -C, 5-lb capacity. Provide with - factory- attached UL label. b. Hardware: Fasteners, and mounting brackets to be 9 corrosion- resistant and temper c. Cabinet: aluminum; UL listed and d p roof. Complying with fire resistant requirements of UBC 43 -6 and ASTM E814; factory- attach UL label. Provide fully recessed and semi- recessed models as determined by wall thickness at point of installation, Trim to be one -piece aluminum for type of cabinet installed. Finish to be Class II, clear anodized. 1) Door: Manufacturer's standard, break glass-type. 2 Glazing: Kull glass, clear tempered. 3 Door Hardware: Manufacturer's standard for fully recessed and semi - recessed -type; lever handle. 4) Installation: Install a to indicate heights. Coordinate fully recessed and semi- recessed units wall thicknesses. icknesses. B. SIGNS 1. Submittals: Submit product data, including installation instructions, and sample of color selected by Architect. 2. Product: Signs fabricated from exterior grade high pessure laminate. All letters to be white and 2 inches high. Sign material shall match owners color sample. Fabricate with P beveled edges of same color as the background; round corners. signs, shall have a smooth, even, and level surface and shall remain flat after installation. Signs and installation shall comply with latest edition of ANSI A117.1 and Wa. ADA Guidelines. Provide the following sizes for the listed applications: a. Room Signs:, 3 inches high by 4 inches Ion b. Directional Signs: 12 inches by 12 inches. these signs, will point guests in the direction of the room locations. c. Handicap Accessible Sign. * 3. Installation: Install according to manufacturer's instruction, ANSI A117.1 and ADA Guidelines. Install signs With Raised Letters and in Braille a{ all handicap rooms per. Wa. AUA * C. TOILET ACCESSORIES 1. Submittals: Product data and mounting heights. 2. Materials. a. Towel Bar: polished aluminum, 24 inches x 3/4 -inch round tube, 3 -1/4 projection. b. T ilet Paper Holder: Surface mount, chrome plated, * 34- inch projection, plastic holder. c. hewer Curtain Rod: 1 -inch diameter rod x 60 inches long chrome, Died cast extended flange; chrome plated. Provide with nickel - plated curtain hooks.. d. Mirror, Framed: 22 gm stainless steel Channel frame, 1/4 inch polished float plate mirror; 24 inches x 36 inches. e. Grab Bars, Short: 1 -172 inch diameter x 24 itches wide, 18 au e, t e 504 Stainless steel 1 -1/16 inch 9 9. YP h round flan a with ex osed screw 1 -1 2 ins wall , Grab Bar, P f. Grab Bars Intermediate: 1-1/2 inch diameter x 36 / in-1 /1 wide, 7r gauge, Io type with stainless steel, 1 -1/16 inch round flange with ex osed screw, 1 -1 2 g P / inch wall clearance. g. Grab Bars, Long 1 -1/2 inch diameter x 48 Inches wide, 18 gauge{ type 04 stainless steel 1-1 /16 inch round flange Wi h exposed screw, 1 -1%2 as wall clearance. h. Grob Bars, L- Shaped: 1 -1/2 inch diameter x 36 inches wide, 18 gauge, type 304 stainless steel, 1 -1/16 inch round Flange with exposed screw, 1 -1/2 inch wall clearance. I. Shower Seat: Retractable, wall-mounted/fold-um 18 gauge, typ 304 stainless steel frame, (4) 3 inch x 18 Inch x 1/2 inch phenolic slats. j, Fasteners: Corrosion - resistant, concealed and tamper- proof. 3. Installation: Install at heights recommended by the manufacturer for application. Install in solid blocking, grab bars shall sustain a 250 p and load for five minutes. DIVISION 10 - FURNISHINGS A. MINI - BLINDS - 1" DIVISION 14 - CONVEYANCE SYSTEMS A. ELEVATOR 1. Elevator Specifications see 7/A11 DIVISION 15 Sr 16 - (SEE MECHANICAL AND ELECTRICAL DRAWINGS) * OESCRIFIION o % - o °', a' U CONTACT COMPANY CONTACT PERSON TELEPHONE NR CONDIOONINC (CENTRAL) 4 -11 -96 0 0 13LDG, Der'T P.EsUoM17 4-25 -qG NR CONORIONING (WINDOW UNITS)) 0 0 APPLIANCES 0 CHIT Of 0 SMITH ST. JOHN TOM NIMMERS 800- 477 -1414 AWNINGS 0 SPECIFICATIONS & EQUIPMENT RESPONSIBILITY SCHEDULE File: 95024 \TS3 JOB NO.• 96024 CONTACT ESA CONSTRUCTION JOB CONST. MANAGER DRAWN: END BATHROOM (ACCESSORIES INCL MIRRORS) * 0 0 J.D. CROSS SALES JERRY CROSS 513- 885 -2744 BATHROOM (LAVATORY) 0 0 CONTACT ESA CONSTRUCTION JOB CONST. MANAGER CARPETING * 0 DIMENSION CARPETS STANLEY GREENBAU 345- aeo -Iaoa COIN OPERATED WASHERS AND DRYERS ® ® SMITH sr. JOHN TOM NIMMEAS 80o- 477 -1414 COMPUTERS 0 0 caNracr Eon ANDY WRIGHT 803-594 -5902 DISHWASHER (HOUSE LAUNDRY) ® 0 SMITH 5(. JOHN TOM NIMMERS 800- 477 -1414 DOORS HAMES & HAROWAaE * ® ® MCCO SALES NIC RNEeN 70e -303 -6e89 DRAPES & SPREADS ® 0 ECHOTA JOEL OsTEW 800- 763 -9750 EMPLOYEE METAL LOCKERS ® ® SMITH S. JOHN TOM NIMMERS 800- 477 -1414 FIRE ALARM arseoI 0 0 FIRE EXTINGUISHER 0 0 NRNSHINCS (BEDDING) 0 0 ORDER REST GENE BUCKNER 803- 242 -4900 NRNSHWGS (CASEG00a5) ® ® iHOMASVILIf SEAN DYER 910- 527 -1450 NflNSHINGS (COMFORTABLE CHAIRS) ® ® AC FURNITURE KEN ROBERTSON ]03- 850 -3756 NRNSHINCS (ROOM MIRRORS) ® ® iHOMAS6UE SEAN DYER std- 527 -1 ASo NRNSHINCS (SIDE MRS) 0 0 SHELBY WILLIAMS HARRISON EVATT 404 - 266 -1631 MIOU05gR6ARURY WASHERS ® 0 WINK DAMS NEIL McCL09KEY 1- 800 -672 -0106 KICNENETIE CNSINEIS 0 0 ROGERS WADE JEFF JHRI 214- 234 -0797 LANDSCAPING 0 0 LIGHRRG (LICHT FIXTURES) 0 0 UGHTNO DYNAMICS SANDY IANGNER 800- 309 -0042 DGIBING (SITE LIMNING) ® ® LIGHTING DYNAMICS SANDY IANGNER 800- 309 -0042 LIGHTING LYTERIOR WALL FIXTURES ( ) ® ® 1RINIIY LIGHTING DOUG FALLS 501- 972 -1177 RAWMFRIa MANUALS & PPFRATING i4SIRUr10N6 MINI-WINDS 0 0 Mom DUMPSTER 0 0 wMX TECHNOLOGIES OFFICE SAFE 0 0 AMERICAN HOTEL REGISTER JULES JULIAN 800- 323 -6686 PRE PACKAGE: HOUSEKEEPING SUPPLIES 0 0 SMITH 5T. JOHN TOM NIMMERS 800 -477 -1414 PRE PACKAGE KITCHEN SUPPLIES 0 0 SMITH ST. JOHN TOM NIMMERS 800 -477 -1414 PRE PACKAGE LINENS 0 0 MIDDLE GA. TEXTURE CHRIS ROBINSON 800- 636 -8241 PRE PACKAGE MAINTENACE SUPPLIES 0 0 SMITH ST. JOHN TOM NIMMERS 800- 477 -1414 PRE PACKAGE OFFICE SUPPLES 0 0 SM7H ST. JOHN TOM NIMMERS 800- 477 -1414 SAFETY DEPOSIT BOX 0 0 AMERICAN HOTEL REGISTER JULES JULIAN 800 -323 -5686 SUES COUNTER CHECK -IN 0 0 1 SAIEUPE CABLE PULLS k FlN115N HEAD END, O!SH, TERMINATIONS 0 0 WORLD CINEMA MARK HUNKER 944 -9441 SECUR7Y SYSTEM 0 0 PROTECTIVE ALARM GREG OXFELD 800- 336 -7793 SHEET VINYL * 0 0 SIGNAGE (DIRECTIONAL, SMOKING, ROOM /'S) 0 0 ANCHOR AWNING @SIGN HANK CHEVES 800- 213x331 SIGNAGE (MONUMENT & PYLON) 0 0 TUB ART SIGNAGE (OPEN & OFR. CE) 0 ® ANCHOR AWNING & SIGN HANK CHEVES 800 -213 -3331 SINKS IN KITCHENETTES 0 0 SWITCH GEAR 0 0 ALL PEASE ELECTRIC TODD LESSIG 864- 585 -0103 TELEPHONE BACKBOARD 0 0 TELEPHONE Puns 0 0 P64) TELEPHONE (PBX) Naga TERMINATIONS, & FINISH ® ® NAVIGATOR COMM. CHERYL SMRHERS 800 - 532 -0224 TEST AND BALANCE REPORTS 0 ry ® ® MAGNAVOX KERN WALKER 214 -678 -4568 T.V. ARCH. BRACKET 0 0 MAGNAVOX KEITH WALKER 214- 618 -4568 VINO CARD LOCK SYSTEM ® ® NNG CHAD SYSTEMS JIM PAIMANC eoo -75s -7247 VINYL BASE 0 0 (EXTERIOR CORRIDOR) * ® ® PRO BUILDERS SUPPLY MIKE IECKWATCH 614- 777 -0662 CERAMIC FLOOR nLE * 0 0 CULTURED MARBLE VANITY TOP * ® ® . CONDUCTOR 70 INSTALL 2 04 COUNTER TOP SUPPORT FRAMING ALUMINUM RULING 0 OK FLOOR COVERING * 0 0 ELECTRICAL SERVICES * 0 0 ALL PHASE TODD LES51c 803- 585 -0103 HOT WATER HEATERS * 0 KEN CLARY & COMPANY KEN CWtY 800- 572 -0106 WINDOWS (INTERIOR CORRIDOR) * 0 0 WEATHER ME 312- 421 -6121 WIRE SHELVING (STORAGE & LAUNDRY) 0 0 WINDOW MINI. HODS 0 0 . CONTRACTOR TO COORDINATE WITH THE OWNER - USE ESA NATIONAL ACCOUNT 4/15/96 UPDATE ■ SPECIFICATIONS (CONTINUED) EQUIPMENT RESPONSIBILITY SCHEDULE ,,,,, n�, , ,- 0 W Iiill QD I:] [H] '0 CITY OF ' MMORA APPROVED JUN i a 1996 AS tE jjAD BUILDING DIVISION Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE 4 -11 -96 4 -19 -96 13LDG, Der'T P.EsUoM17 4-25 -qG `265• CHIT Of STATE Of 1'7 H r .1 SPECIFICATIONS & EQUIPMENT RESPONSIBILITY SCHEDULE File: 95024 \TS3 JOB NO.• 96024 SHEET NO OF: TS-3 DATE: 4.04 -96 DRAWN: END CHECK: TE-N TU S \D C -1.0 COVER SHEET C -2.0 EXISTING CONDITIONS PLAN C -3.0 EROSION CONTROL PLAN C -3.1 EROSION CONTROL DETAILS AND NOTES C -4.0 GRADING, PAVING AND STORM PLAN C -4.1 OFF-SITE STORM AND SIDEWALK PLAN C -4.2 CONSTRUCTION NOTES AND STORM DETAILS C -4.3 STORM DETAILS AND NOTES C -4.4 PAVING, STORM AND MISC DETAILS C -5.0 WATER AND SANITARY SEWER PLAN C -5.1 WATER AND SANITARY SEWER DETAILS 13gb-ocns STAY 1 IL \ A 51ST AVE S / / /// / / /// / / PROJECT SITE / //� /jj / / /// %j %i %/ // / / / ,// / /i. //A 53RD AVE 5 VICINITY MAP NTS EXPIRES 12/24 9 VED CITY R OF ECEINKWIIA JUN 0 3 1996 PERMIT CENTER RECEIVED JUN 031996 TUKWILA PUBLIC WORKS / WARNER ENGINEERING 5122 Olympic Dr. NW Office (206) 858 -8577 Suite B204 Fax (206) 858 -8579 Gig Harbor, WA 98335 COVER SHEET 1 Z C Ci -1996 AS N01ED BUILDING DIVISION Architecture and Planning Lesson Pomeroy Northwest Royce A. Berg, A.LA, 1201 — 4th Ave, 5., #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE. COVER SHEET Filo:COVER. D WG JOB NO.: 95024 S SHEET NO OF DATE: 6/30/00 0 m if A t B• AFINER ENGINEERING , 1 • __ F _ _ W .. ............:A/R m — y ,� O ONCRETE BRDGE�� r y .- - __ S - - - - - -- - E TUKWILA, WASHINGTON FOR EXTENDED STAY AMERICA, INC. - - - -' - —y/ N 1•�1., -/ t ID - , ' i N z N : : »tisc� . � -' ' 11�=Sl. - -._ r\ rI�4" ' a � !..520 III - �. _ I \ .. _ 1 _.1�� � 1 I \ _ _ I OMB 831N30H1f10S NORTH. LINE OF TRACT 3 BROOKVALE GARDEN TRACTS BY PROPORTIONATE MEASUREMENT cAC0 m a / / * / �.�\:+ - - - " -- .__'._ \ tr nZp .pa NON.D <N °m o � ��mV�tt, O -� N n 1 1a m E.4 i I ` • A ON RIM 10 10 -- o-� I I v li8- - - RADIQ13 -4�1 15 I j ROCKERY � AS WI E0 =4.81' (,:� - _% ________--7--------___,_ U BUILDING DIV1310N T ROAR BL�LDA8AC1< I I I� Y Y 110 o MAPLE 1 9 50• . ( I� 1 112 7 4 � �� Ir v 0 : 1 108 196.E \ N _ 6' Iii ® - - -1" 1 Seattle, Washington 98134 \ z ®� � lE..-i' M CONC. RET. WAU r z I ,_. ( 40' INGRESS. EGRESS °TILRES PER TUKWILA mo�p / S S �! 5'3 'W 323.69' v v NO DESCRIPTION DATE '1 EXISTING •'AVED / \ PROOF O i rP>n \ I, EXISTING BUILDING p p _ a L I� - 00 n /� / '�" EXISTING p been reviewed by the 'ub� ese. plans Imre 1} � � TEMP RARY TURNAROUND ® SANITARY SEWER MANHOLE Works Department for con(ormancd with .ITld►. o m W EA MENT PER TUKWILA City tandards. Acceptance i .2 . O _ for the adequacy,'oi the design rests t ti y V 0 / / 6 ® these drawings after t G' p acceptance a m ( .4 = revised d �w - - 2 / , 1 m k % % 0 4l)-Y0'::611: C TUN 0 96 SCALE 1 ° =20' PLAN v 9 Im h )77■ p WATER R UNE 8 C1 _..._ , I ,fe - - -- ---- - , _. 901 - 2 017:1.330"11: 74.73' AT °tr.,: f. '0 --c p ) f CONCRETE C!....ANNEL,././7) / i 1 % / '/X .'\\' / .0, '6\ ?I'4.1000E CHANNEL ..0.- ''' 'ftleWil , 5 187 A V E 1'4 U N 00'421X.rE ,/(PUBLIC RICHZ,v0 , 7 . 7 ...,„. 0056'34" E (BASIS Or BEARING) ).-e. 2633.0(0AS.) 1 9- E52A&., LEXHILEEL-12/21./ &_] - WAY) itY (50>E NOTES)-'' // WARNER ENGINEERING 5122 Olympic Dr. NW Suite 0204 Gig Harbor, WA 98335 S 0 T„T T - • - • eoNCREFIVRID6E 36" ECIDUCUS GRAVEL. N 00'55'34E 813.06' " Office (206) 858-8577 Fax (206) 858-8579 • / ,/ / 12:1" 1tifir .cs -to° ' I, / 7 1 ,.s° .7; ).).t,', l8, 4 ‘' ( ( ( f\ ,\ \ 1\ \\ \ ,,,,, \ 11 -Its,i s \, \\\■,,,„. vr i ,,./1 1 fs■ 1 ,r's I rtif \ \ f, - \ fif■f.?, f f <4a S©UTHCENTER BLVD I I I RADIEM.--48P.Ibi /L.,,,, ROCKE1,1 1° 1./..1. LE -„ 0997 0624 r /,,/ - A ARC-14, ' 51. / TEMPO '`--, \ /,##% FUER. ABRIC \ \ ' ' \ / .)11444 f.i , '8././.1..t, ' `,4 \ ',° 1,1A11111111. - 'VelloW1431,,, l'.------------ O441.0 / .___.....- ',,,.---- \ -S-an5:34191,144..iic_, \ „ 4+04). _ Ns./w, ) 4 .44SS ,, .--"k.- A 8- 8 x7iiAltri-eow_Lf20 1-1-0- - ---,...,.11,,N, 4.. ***V* ra-- I•f*. / , \ ------------__. ri.-,,:„---,-3.„..,b,.,,k ' -A . ktotilt#itglOg. if <t44Fr IlbaiS/WW11111111 I I YVAJLIL.f T-77711 ffX0 ,r i1.1.4474;1-1211, 1‘111,11 00. tiAl-D to„, AsP,EN X X. -X :CNC: \`,\. Gui,ANG (T°Rj EXISTING BUILDING NOTE: SURVEY DATA PREPARED BY TRIAD ASSOCIATES DATED SEPTEMBER 09, 1991 FOR EASEMENTS AND BOUNDARY INFORMATION PERTAINING TO THIS SITE.. UPDATED PRELIMINARY SURVEY DATA PREPARED BY BARGHAUSEN ENGINEERS JUNE 22, 1995 ADDITIONAL SURVEY INFO ADDED BY HEBRANK, STEADMAN 34 ASSOC. JANUARY 1996 EXISTING WATERLINE ON SITE IS ESTIMATED BASED ON EASEMENT INFORMATION 131b-otas go ---- 102 ° 0 01 S 90,5'31k W ASPHALI 6 ________. _ r 8,8,1.3 AL°71°, ' 'E41,Ciii.AF?, T..i7.1..491..y..;°, ' I 7 440 a ., ...,', "---4-_,L9 0E10ED0 >00 9,9141,0- 0' 0, ' AND PLcr /E4/ ni 7,°, AN D 6 0960 1--DNEF 70 r - "1 • KW,LA ' 6” 2E6 NO 707 91634 1•1 323.69' < • 441-1- -11.11i.DING .X1,13°,11, 20 10 0 20 \ -4- A 0 40 These "ns hsve been reviewedtby,the Public SCALE 1." ttf 20' Work 11 for conformance with current City s rds acceptance is subject to errors and o' do not authorize violations of adopt dam. or ordinances, The responsibility forth ;Lieu of the design rests totally with the d Additions, deletions or revisions to thesr Inc, after this date will void this acce o 3 will require a resubmittal of ,s for subsequent approval. "r rs subject to field inspection by the f .Atilifies inspector. C.7:111 9e6 By 111/S/ 0 TA f/ost, coNE fArRIS TEMPORARY \ FILTER FABRIC FENCE I / 4° 1 15:081IN1 1 ROPOS01.) ,N,TARY SEWER MMJHOLE SEWER LINE O CATCH eas89 • s8 (78,w bknint LlNE a] 0/0 9010 wAFFER Ix) 0>0 (16 VALVL 0, WATER MANHOLL 4 FIRE 69006fs1 . 3 PRE DEPARTMENT (1>41' (60 [FI 04,1 0'> -VAULT - WATER LINE FILTER FABRIC FENCE TII TT-PHONE RISE SIREET IGHT 1.1(Hr MANHOLE -0- UTILITY POLE ANCHOR - — OVERHEAD POWER Se TELECOM. UNE SIGN GAS VALVE —4— TELEPHONE. RISER JUN 0 3 1996 PERMIT CENTER EROSION CONTROL PLAN 20' z z z < - < w < LIJ Z — >i< W CC w 0016 0600605003 OF TUKWILA APPROVED JUN 18 1996 AS 50105 BOLDING 215f0105 Architecture and Planning 1 eason Pomeroy Northwest Royce A. Berg, A.I.A. 1201 - 4th Ave. S., #102 Seattle, Washington 98134 (205) 583-8030 NO DESCRIPTION DATE: EROSION CONTROL PLAN Eile.:EROSION.DWG JOB NO.: 06024 DATE: 5/30/08 DRAWN: CMM CHECK: GEW SHEET NO OR EROSION'. DNTRO .NOTES 1. BEFORE ANY. CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED. AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM:. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH. TIME THAT CLEARING AND /OR CONSTRUCTION IS. COMPLETED AND POTENTIAL FOR. ON -SITE. EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITY, OVER AND ABOVE MINIMUM REQUIREMENTS, 45 MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 6. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST: OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 7. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 8. DURING PERIODS OF INCLEMENT WEATHER, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 15' x 700' x 12' THICK OF 4 TO 8 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. FILTER FARRI NC NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS 70 POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 5 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 12 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. USE EXTRA STRENGTH FILTER FABRIC AND FASTEN SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. EXTEND 20 INCHES OF THE FABRIC INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 5. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY. AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. INLET PROTECTION NOTES 1. PROTECT EXISTING CATCH BASIN INLETS LOCATED IN THE PRIVATE DRIVE WITH FILTER FABRIC PLACED UNDER THE GRATES. REPLACE FABRIC WHEN IT BECOMES CLOGGED WITH SEDIMENT. EROSLON...Q0NTROL BL4NKFT NOTES 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN CONJUNCTION WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 36- TO 48- INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 POUNDS PER LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL 3. NETTING SHALL BE SECURELY' ANCHORED TO THE SOIL WITH NO. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DIKE AN0 SWALE NOTES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE MULCHING AND SEEDING). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9 -74.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 7 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. 4. WHEN THE COVERING I5 USED ON UN- SEEDED SLOPES, IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. S O 1EN OF CONTROL MEASURES 1. FILTER FENCE BARRIERS SHALL BE INSTALLED AND MAINTAINED. 2. TEMPORARY HYDROSEEDING OR OTHER STABILIZATION MEASURES SHALL BE PROVIDED ON ALL DISTURBED AREAS AS REQUIRED TO STOP EROSION. 3. ALL SILTATION BARRIERS AND BASINS SHALL _- BE MAINTAINED TO PROVIDE THE REQUIRED PROTECTION. 4. BARRIERS MAY NOT BE REMOVED UNTIL CONSTRUCTION. IS COMPLETED AND FINAL SITE STABILIZATION IS IN PLACE AND FUNCTIONAL 5. TIE THE IMPERVIOUS SURFACES. (ROOFS. STREETS, DRIVEWAYS, ETC.) TO THE COMPLETED. DRAINAGE SYSTEM FOR EACH PHASE OF THE PROJECT. AS SOON AS POSSIBLE. 6. THE CONTRACTOR SHALL ASSURE THAT NO CONCRETE OR CONCRETE BYPRODUCTS ENTER THE STORM DRAINAGE SYSTEM OR NATURAL STREAM COURSES. 7. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS AT PROJECT COMPLETION. 8. GRAVEL ENTRANCE MATS WILL BE REQUIRED AT ALL POINTS OF ENTRY. 1. EROSION CONTROL BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED FILTER FENCES, END RUNS, AND UNDERCUTTING BENEATH FILTER FENCES. 3. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF EROSION CONTROL BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. 4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE -HALF THE HEIGHT OF THE EROSION CONTROL BARRIER. 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE EROSION CONTROL BARRIER I5 NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. 11.0„atiNG NOTES 1. MULCH. .MATERIALS USED SHALL BE GREEN WASTE, COMPOSTED A MINIMUM OF 4 MONTHS AND FREE OF PATHOGENS AND OTHER MATERIALS HARMFUL TO PLANT GROWTH, AND SHALL BE APPLIED AT THE RATE OF 2000 POUNDS PER ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1 SEEDING NOTES 1. SEED MIXTURE SHALL BE 20% ANNUAL, PERENNIAL RYEGRASS, 40% CREEPING RED FESQUE 4001 WHITE CLOVER. AND SHALL BE APPLIED AT THE RATE OF 80 POUNDS PER ACRE. 2, SEED BEDS PLANTED BETWEEN MAY 1 AND NOVEMBER 1 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEDS PLANTED BETWEEN NOVEMBER 1 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES. SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. CONSTRUCT1ON ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS AND MAY BE TOP- DRESSED WITH 7 INCH TO 3 INCH ROCK. .T T P CIF ATI• SECTION 8 -15). 2. THE ROCK .PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET LONG. WIDTH SHALL BE THE FULL .WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET, THE WASH /NG. SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. tt! G1b. btfl5 • 0 WARNER ENGINEERING 5122 Olympic Dr. NW Suite B204 Gig Harbor, WA 98335 q" - 8' QUARRY SPALLS PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA STABILIZED CONSTRUCTION ENTRANCE N.T.S. Office (206) 858 -8577 Fox (206) 858 -8579 WOOD OR METAL FENCE POSTS 5' 0.C. (SUGGESTED SPACING) 3' WIDE FILTER FABRIC FILTER FABRIC - WIRE FENCING MAY BE NECESSARY -` TO SUPPORT SOME FABRICS. \\ SILTATION SUMP 12" WIDE X 6° DEEP (MIN) ELEVATION - BURY FABRIC IN GROUND - FENCE POST - BRACING 0 45' MAY BE NECESSARY IN SOME LOCATIONS. BURY FABRIC IN GROUND 6' MIN. SIDE VIEW FILTER FABRIC FENCE DETAIL N.T.S. RECEIVED CITY of TUKWIIA JUN 9 31996 PERMIT CENTER EROSION CONTROL DETAILS AND NOTES 1 Q - 0 z .tic co o 1- Q 0 zy W x. ® ao Z z 11- `�' J W cc II \ Y o V ▪ ,..c 1° CITY OF TUKWILA APPROVED F41?� -t- 8 19996 AS RUILU BNL9IN- G DIV191onni Architecture and Planning Leoson Pomeroy Northwest Royce A. Berg, A.I.A. 1201 - 4th Ave. S., ((102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE EROSION CONTROL DETAILS AND NOTES F)Ie;ER0000T, D WG JOB NO.: 959 44 SHEET NO OF: DATE: 0/80/00 DRAWN: OMM C- _ NOTES: 1. SFF SHEET C -4.2 FOR CONSTRUCTION NOTES 2. SEE SHEET. C -4:1 FOR PAVING DETAIL 3. INSTALL FOUNDATION DRAIN AROUND PERIMETER OF BUILDING, CONNECT 00 08. 17 FOUNDATION DRAIN.. T0. BE. INSTALLED. BY CONTRACTOR. 4. NO SIDEWALK ON THE SITE SHALL EXCEED A SLOPE E' 07 WATER LSE OF 5% MAX(1V,20H },WOR R BE T7197 1 cTRICAL -- =--ANT PAVN10. Fe, G n• MG./PER. -FOR ENT- PRIOR-TO CONCRETE CHANNEL CONTRACTOR SHALL BUDGET 825,000 FOR SEATITE CRY LIGHT TO REMOVE AND RESETLE 0615 POLE OQNCR7 E CHANNEL ;RAVEL REMOVE EX. CFIAIN LINK FENCE AND REPLACE WHEN GRADING ALLOWS. REPAIR DAMAGED`5ECTIONS `/4 ,,OECESSARy TR_PROVIDE FENCE THAT LOOKS NEW ROT WFATHLRED. 000 TEMPORARY FENCE\1G RE0UI DDQ42.O BY CRY OR W0000 __-=-J------„„ • N .� T S N -4- 252 4 1 `2`4'ONNEOi RETAIMINGE @ DR 1 - - o - V..00' 4 n - �-- -_ 00 'QB/S..WRR 8, 'RIPE ®c2rr - �.-;_. -_ ` -.°AC_ g -�e xv--•= :7;1111-'''.6%..... --- ter,. COLLECTOR ONES SHALL BE • AD9 N -12 SHALE BEh09ST7IN- PLACE-PER- DET/G-0111 C4 RETAINING WALE -- SEE 11-64;4, V 7 73 ,, .- _ TExrlrses 12/24/94 V EAT UJ' 5 0 1J 7 i 00- -�� /(PUBLIC RIGF[E 'WAY) i4 /0(10 NaiLS)- PERFORM ALDWADING IN 51ST AVE SO - - -- 'OF-WAY-PER -W5807 PERMIT - REQUIREMENTS-_ - -- 01:155'34”E (BASIS Or GEARING) /1/ WARNER ENGINEERING 5122 Olympic Or. NW Suite 8204 Gig Harbor, WA 98335 Office (206) 858 -8577 Fax (206) 858 -8579 /6Nr:R066RI001� 2663.150�'(MEAS.) ( ..: _ GRAVEL 6 EB800 6/j'7 11a7D �L ,^H17.R! L1 i 4t - - 1• .1 4.50 •: �LS1 -HE 114 C8ys TYPE 17 11 '. CByS, TYPE 1 P �. - 1 RM= 113.30 \ IE 108 90 T 3 60 .113.80 113.36'....5.. 7 119 LF - 8" , N " '.'17355.'.'.' - .1'3.06 X70 DEC W0u3 340.. T 0 .. ' 114,00', 'oc13 X90 \113 113 28 \r f 113.90 113.90 FF= 114.00 F` \, Um5 WALLS FOR HANDIG49 RAMP \. -- SHALL BE CAST IN LACE SEE STRUCTURAL PLANS •1 `13.90: 113.90 13.60 1,.� RETA SEE 113.6. RETA7 C W r ;CfiA4o.6o SOUTHCEN TER - 113.9 110 80' RADIS5 =4 15�i DELTA -06"25'24; ARC- 676.631 t1l��fl��gl� IE 105:50�� '1 iz T: FkISiII+r,1J FIAT • Ii1Q AOS N,; • BOLD 9444' h, j� CLEARINB'AND- _ -- \ 50 7lEACIILIQH(31(7 L4 • --GRADING L @RS ,J[11- _._.„ New RACTt . ) C x rriuun T 014: _ uLIf17 - 108.00 W LYRASH -RACK I LSIC- TBnCr:' 10450 �I ...0,37' RET. ,E PAVEMENT CU;B RAMP ' II 7070741747 (7Y2.) ., ,1955'3 "W 323.89' • D PIPE FROM RETAININq Wpt I =1 '.4ST'NAiI DRIVE " DAYLIGHT /IN BIOSWALE % RETAINING WAIA (TYP -M ,1/ _- SEE 1 C4.4 7 `-oL/ /RIP 98 -EF - 16 ADS N�12 ,5- 20% `X 5050 0071.7747 0 / - - - - --- 0E7,^.ki L• EUILDING M=9: 0 =94.0' 20 10 0 20 .tl ELF; CRT PVr , ADD 127, EXT91869 TO fl• HYDRANT II`` 5700 10 .412K,77(7 ( �X C �3' 1EDAPtOL w f �,l' n DAP. SCALE L " =20' NOTE: SURVEY DATA PREPARED BY TRIAD ASSOCIATES DATED SEPTEMBER 09. 1991 FOR EASEMENTS AND BOUNDARY INFORMATION PERTAINING TO THIS SITE. UPDATED PRELIMINARY SURVEY DATA PREPARED 64' BARGHAUSEN ENGINEERS JUNE 22, 1995 ADDITIONAL SURVEY INFO ADDED BY HEBRAIVIC, STEADMAN &. ASSOC. JANUARY' 1996 EXISTING WATERLINE ON SITE IS ESTIMATED BASED ON EASEMENT INFORMATION 01000Q rev 153 S =7. L1 1�0 t TLn 9 L I 0 MA7N1'ENANCE 017777' 0717 REPLACEMENT OF SEWER N) wA707 8" ADS N -12 LINE TO 0110 110 '1 40500 PER REC. NO. 7904090634 0) S b -01fl5 ADJUST IRRIGATION BOX AND TRIM TREE IN THIS AREA 006100 WATER VALVE COVER TO GRADE REPAIR ROAD WHERE DAMAGED DUE TO CONSTRUCTION USE HEAVY PAVEMENT SECTION - SEE C -4.4 C9NTR ST,RuCTuRE- RIry1= 108.40 3f7'````- -10 E-y9.90 3.00 NOTE: PROVIDE COST TO REMOVE AND REPLACE ACCESS ROADWAY AND CURBS FROM ESA PROPERTY 70 53RD AVE SIN LIEU OF REPAIR OF DAMAGED SECTIONS. EMERGENCY EXTR %,91EBRF 096'6. C :llf75 SPILLWAY EL = 103.00 Q 11 I I \ EXISTING PRO OSED i (a) SANITARY SEWER MANHOLE -• --- SEWER LINE CLEANOUT 0 ❑ CATCH BASIN • STORM DRAIN LINE DOWNSPOUT Ed WATER METER • D7 WATER VALVE CD WATER MANHOLE n FIRE HYDRANT a FIRE DEPARTMENT CONNECTION 1 WATER VAULT -rv- WATER LINE TELEPHONE RISER STREET LIGHT LL LIGHT MANHOLE 0 UTILITY POLE 1 -- ANCHOR =T- OVERHEAD POWER & TELECOM. LINE LEGEND. Se • 9 SIGN 9 GAS VALVE GAS LINE -�- GRADING, PAVING, AND STORM PLAN c1TY OFETUKWIIA AN N 0 31996 PERMIT CEN1E8 20' 1 z Z z FT,W • O d H Q z W ,T; Q z 1- -w cc W - u CITY OF TUKWILA APPROVED JUN 1 8 1996 AS 90110 BUILDING 0151010N Architecture and Planning ILeoson Pomeroy Northwest Royce A. Berg, A.I.A. 1201 - 4th Ave. S., #102 Seattle, Washington 98134. (206) 583 -8030 NO DESCRIPTION DATE GRADING PAVING AND STORM PLAN File:SWALT1.DWG JOB NO.: 05024 - 'SHEET NO.- OF: DATE: 5/30/08 DRAWN: CMMA CHECK: GEW 0. C -4.O;. SCALE NOTE: SURVEY DATA PREPARED BY TRIAD ASSOCIATES DATED SEPTEMBER 09, 1991 FOR EASEMENTS AND SOUNDARY INFORMATION PERTAINING TO THIS SITE. UPDATED PRELIMINARY SURVEY DATA PREPARED BY E4ARGHAUSEN ENGINEERS JUNE 22. 1995 ADDITIONAL SURVEY INF0 ADDED Br HEBRANK, STEADMAN & ASSOC. JANUARY 1996 EXISTING WATERLINE ON SITE IS ESTIMATED BASED ON EASEMENT INFORMATION LIGHT BASE N.T.S. 54 REBAR GRID 20 "x20", 3" DEEP WIRES AT JOINTS 3' -0" PVC PAD SURFACE SHOULD SLOPE FROM PIPE BEVEL EDGE 1 "x45 DEGREES SEE SITE ELEC. PLAN FOR LIGHT STANDARD HEIGHT & CONDOR SIZE. SEE LEGEND FOR FINISH. HAND 1101E W /GA5NEI COVER ALUM. BASE COVER OVER GALV.STECL I' X 11 I/T X 11 1/2' BASE PL. W/ 4 -1' X 35' A.B. OVER 171RYPACN 1112 COPPER GROUND WIRE FINISHED SURFACE CONDUIT. SEE SITE ELECT. PLANS 8' -U FOR STANDARD HT. EQUAL TO OR GREATER THAN 30', 6' -0' FOR STANDARD HT. LESS THAN 30' GROUNDING WIRE 30• DIAMETER CONC. BASE 0/4 -/5 VERT. BARS & 113 TIES 0 12- 0.0.(F0RME0 IN SEAMLESS 5040TUBE ABOVE GRADE) CLOSE COUPLE CB'S W/ r" ADS N -12 PIPE �.J 1010 1 V ri 9YPE 1L =9 94.0 -3" CE[ TENT IRAW/ 111481• <3010 MEAT PER TUKW!L SHORT PLAT NO. 78:'.9 -S Al f6§11? 3' XI CO 17! _ >u0NC B91LD1NG '6088.404 D 00 IRR16A,KSII TROL 110001 IASEM NI 0' MAi7ENANGE REPA,P ANC IA FMEIJT or _DOER ,AND -AA. 1513 vd- e- ADS N-12 DNET OTT OJ J PER 577.Si it: I C ,9f _IFJ 19/ 4r ADJUST IRRIGATION BOX AND TRIM TREE IN THIS AREA ADJUST WATER VALVE COVER TO GRADE REPAIR ROAD WHERE DAMAGED DUE TO CONSTRUCTION USE HEAVY PAVEMENT SECTION - SEE C -4.4 REMOVE EX. ASPHALT DRIVEWAY AND REPLACE ti9WTH NEW 25' COMMERCIAL DRIVEWAY C1 CB i/9, 185E 1 RIM =85.00 '..��L I3 =820 LOCATE C8 FROM v C. CURB. SOLID LID rTT I� PAINT BOTH CURBS REDFROM rnl ESA PROPERTY LINE TO 53RD AVE ,Q.1.-T2 CITY APPROVED 'NO PARKING" _ SIGNS ON BOTH SIDES OF ACCESS ,, ROAD AT 100' ON CENTER. STEEL PIPE BASE 3 -1 /2" SCH. 40 - USE FOAM SENAIN ON CONDUIT OPENING M. PIPE WITN CONCRETE TO 5' ABOVE G' IE SATELLITE PAD N.T.S. DETERMINING SATELLITE PAO /DISH LOCATION: 1. POSITION YOURSELF AT THE SATELLITE PAO LOCATION SHOWN ON SHEET 0 -5.0. 2, USING YOUR COMPASS, TURN YOURSELF TO THE COMPASS READING OF YOUR FARTHEST EAST SATEL9TE. 3. TAKE YOUR MAGNETIC BASE PROTRACTOR WITH METAL CONDUIT PIPE AND SIGHT UP FROM THE HORIZON THE PROTRACTOR ANGLE. 4. IF NO OBSTRUCTION APPEARS IN THE TUBE SITE TUBE, CONTINUE TO SITE THE HIGHEST AND FARTHEST WEST SATELLHES FOR OBSTRUCTIONS. 5. IF THERE ARE ANY SATELLITES IN THE ARC THAT ARE QUESTIONABLE AS TO OBSTRUCTIONS, YOU MAY WANT TO TRY ANOTHER DISH LOCATION. NOTE: TREES, TERRAIN, OR BUILDINGS WILL OBSTRUCT A SATELLITE SIGNAL mGo CB #10, TYPE 1 RIM =66.20 I0 =64.00 LOCATE CB 3' FROM i' CURB. CONNECT TO to EX. PIPING. `- SOLID L,J RELOCATE VALVE BOX BEHIND SIDEWALK Nn RELOCATE MAIL BOXES BEHIND NEW SIDEWALK ADJUST VALVE 80X TO GRADE REMOVE EX. ASPHALT 0 4VEWAY AND REPLACE y40108NEW 25' COMMERCIAL DRIVEWAY (REVE0€ SLOPE) n E , C9A, CURB 44LET RI 84.90 ' IE -B,? 10 10 �• REMOVE IRRIGATION AND LANDSCAPING FROM ISLAND _C A) f —a 0.5 LF 3% - 8' ADS N -12 V REMOVE EX. ASPHALT DRIVEWAY AND REPLACE WITH NEW 25' COMMERCIAL DRIVEWAY (REVERSE SLOPE) ADD NEW CURB F.11Sfilf14 11' Wn1FPLINE OR LIN- nn'5�Mr�'T ''(r'' P1 OF TUKWILA REMOVE AND rr �I 5191091 9/ AI-43°988c REGR4910103R0VIDE OPTMUM DRIVEWAY SLOPES. — NEW RETAINING WALL 0/ HANDRAIL AT BACK OF SIDEWALK AND NEW CURB AT DRIVEWAY LEVEL REM E IRRIGATION AND IA400441NG FROM ISLAND Iz REM0V5=EX. CURB, GOITER, MO LANDSCAPING IN514109TEW 15' COMMERCIAL DRIVEWAY ADD N& CURB: R =15' REMOVE EX. ASPHALT AND REGRADE TO CREATE NEW PLANTER AREA E 9^ 012 NOTE PROVIDE COST TO REMOVE AND REPLACE ACCESS ROADWAY AND CURBS FROM ESA PROPERTY TO 53RD AVE S IN LIEU OF REPAIR OF DAMAGED SECTIONS. USE 1000T PAVEMENT SECTION IN PARKING STALLS LEGEND. EXISTING ,\ SANITARY SEWER MANHOLE SEWER LINE CLEANOUT O o CATCH BASIN • ID rSTORM DRAIN LINE ----so DOWNSPOUT 00 WATER METER IX WATER VALVE 91 C> WATER MANHOLE 01 FIRE HYDRANT FIRE DEPARTMENT CONNECTION WATER VAULT WATER LINE - - -*- TELEPHONE RISER STREET LIGHT LIGHT MANHOLE 2001ITY POLE ANCHOR OVERHEAD POWER & TELECOM. LINE SIGN GAS VALVE GAS LINE i'1Ii PROPOSED OF r b M )7 r HANDRAIL SIDEWALK 2% MIN - RETAINING WALL CURB 7 ADD NEW CURB — REMOVE EX. ASPHALT DRIVEWAY AND REPLACE 2• WITH NEW 15' COMMERCIAL DRIVEWAY CUT BA- /,I QI it mzy. \� /// E'9bbb75 I I i WING WALL 9/ REPLACE CURB AND GUTTER FROM HERE TO 0 -EDRIVEWAY NO 0FFIRSF ASPHALT ROAD REMOVE ASPHALT AND CURB AND REGRAD81 TO MAKE SMOOTH TRANSITION FROM NEW SIDEWALK TO 'EX. PAVEMENT NEW RETAINING WALL ri. •• PER -FIAT _CONCRETE 481).`IING WALL PAVEMENT DETAIL 1150 ,NE Tur,:vv A 510001 1' 14'1 100. 7 B-529-0S �' REC. N0. 797017091 - USE HEAVY PAVEMENT SECTION IN DRIVING LANES EXPIRES 12/24/ 9 j /1 WARNER ENGINEERING 5122 Olympic Dr. NW Suite 8204 Gig Harbor, WA 98335 Office (208) 45B -8577 Fox (206) 858 -8579 0 G 53RD •A V E N U. E S O U T H N 00'66'36 — S (PUBLIC RICA. OF WAY) �— 0 RECEIVED TUKW CITY aF ILA JUN 031996 PERMIT CENTER OFF -SITE STORM AND SIDEWALK PLAN 20' z Z z IO cwc V/ Z °a Z W ® Qo Z uu w 1- U.. CITY Of TUNWILA APPROVED JtltJ t8- 1996 - -•-- AS NOTED BUILDING DIVISION Architecture and Planning. Leoson Pomeroy Northwest Royce A. Berg, A.I.A. 1201 - 4th Ave. S., //102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE OFF -SITE STORM AND, SIDEWALK PLAN File :SWALT1.DWG JOB NO. 95024 DATE: 5 /30 /95 DRAWN: CMM CHECK: GEW SHEET NO CELL BOTTOM TOP OF BERM. BETWEEN CELLS \ x CONSTRUCTION NOTES CONSTRUCTION SEQUENCE C -3.0 AND C3.1) TO CLEARING UNTIL HAS PASSED. PIPES SHALL BE AFTER THE MOST FOR ROAD. BY THE A MINIMUM OF TO APPROVED FROM THE ON THE JOB THE SITE FOUNDATION WASHINGTON SHALL INCLUDE AS WELL UNIFORM GRADE SO DENSE SEWERS PIPE PAVEMENT LEVEL. DRAINAGE DRAIN SYSTEM. SYSTEM. IN THE AND WITH IN ACCORDANCE COMMENCE BEEN PAVING. OTHER 955 OF TO THE THE PROPER IN FILL SECTIONS BALLAST SPECIFICATIONS. LINES A SMOOTH THE VAULTS, BY CLEAN OF ASPHALT EXCEPT COURSE. 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY STANDARDS AND 1. CALL CITY AND OWNER FOR PRE - CONSTRUCTION CONFERENCE IN ACCORDANCE WITH THE "1994 STANDARD SPECIFICATIONS FOR ROAD. MEETING 48 HOURS PRIOR TO THE START OF SITE WORK. BRIDGE, AND MUNICIPAL CONSTRUCTION" AS JOINTLY ADOPTED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN 2. FLAG ALL WORK LIMITS. PUBLIC WORKS ASSOCIATION (WASHINGTON STATE CHAPTER). 2. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED 3. INSTALL TEMPORARY EROSION CONTROL MEASURES (SEE SHEETS BY THE CITY DEPARTMENT TO THESE S PLANS WORKS PRIOR TO ANY ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR BY THE IN THE FIELD. AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION 3. THE CITY SHALL BE NOTIFIED 48 HOURS BEFORE CONSTRUCTION IS 4. EXCAVATE LIMITS OF SITE. STARTED. 4. CONTRACTOR SHALL HIRE SURVEYOR TO PROVIDE AS -BUILT PLANS. 5. INSTALL UTILITIES IN DESIRED SEQUENCE AND PROVIDE CATCH BASIN INLET PROTECTION AS CATCH BASINS ARE INSTALLED. 5. CONTRACTOR SHALL CALL THE "UNDERGROUND LOCATE' AND 6. MAKE STORM SYSTEM OPERATIONAL ALL DETENTION FACILITIES INDIVIDUAL UTILITY COMPANIES CENTER 48 HOURS IN ADVANCE OF ANY MUST BE INSTALLED ANO IN OPERATION PRIOR TO OR IN CONJUNCTION CONSTRUCTION ACTIVITY PHONE NO. 1- 800 - 424 -5555, WITH ALL CONSTRUCTION ACTIVITY. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE 7, COMPLETE ALL CONCRETE WORK AND PAVING. WHENEVER CONSTRUCTION IS IN PROGRESS. 7. EXISTING TRAFFIC ON ALL PUBLIC ROADS AND THE PRIVATE DRIVEWAY 8. LANDSCAPE ALL REMAINING DISTURBED AREAS. SHALL BE MAINTAINED AT ALL TIMES. 9. CLEAN AND FLUSH ALL CATCH BASINS AND STORM DRAINAGE 8. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AFTER THE SITE IS STABLE ENOUGH TO PREVENT EROSION. THIS AND PAY FOR STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR WITNESSED BY THE CIVIL ENGINEER. TO ANY CONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT-OF-WAY. . 10. REMOVE ALL REMAINING TEMPORARY EROSION CONTROL ITEMS IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL DANGER OF EROSION AND SEDIMENTATION PASSES. ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS FOR TRAFFIC CONTROL Se SAFETY WHEN WORKING IN THE ROAD RIGHT -OF -WAY. STANDARD STORMWATER NOTES f� C. cam' 1 L.. ' L� tiK EL.= 100.00 • ! L1. 1 ` �;:j1 a,. j� 10' MN EL =99.50 yJ QUARRY - 6' MIN AS 90ILU x Leason Pomeroy Northwest }. 9. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR PROVIDING ADEQUATE 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH SAFEGUARD, SAFELY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT /APWA) AND AS AMENEDED OF THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE MUNICIPALITY PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORT( WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW 2. CALL THE UNDERGROUND LOCATE LINE 1- 800 - 424 -5555 SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE CITY'S 48 HOURS PRIOR TO ANY EXCAVATIONS. TRANSPORTATION DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1- 07 -23, TRAFFIC CONTROL, SHALL APPLY. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING PLANS ON FILE WITH THE MUNICIPALITY. ANY SIGNIFICANT DEVIATION ID. CONTRACTOR SHALL NOTIFY SOILS /CIVIL ENGINEER IN THE EVENT OR APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE MUNICIPALITY. DISCOVERY OF UNSUITABLE SOILS, OR DISCREPANCIES FROM THE PLANS IN EXISTING CONDITIONS. CALL FOR SPECIAL INSPECTION. 4. A COPY OF THE APPROVED STORMWATER PLANS MUST BE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 1 SHOULD ERODIBLE RUNOFF WATER UNEXPECTEDLY SURFACE OR VISUALLY ENTM MAKE ION C KNOWN, THE CONTRACTOR SHALL CONSTRUCT E. WATER SHALL NOT BEND LOCO TO POND IN ANY AREA OF ESSENTIAL EROSION CONTROL MEASURES (SEE EROSION CONTROL PLAN). EXCEPT THE DETENTION POND LOCATION. 12. ALL FILL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO FILLING. 6. ALL PIPE APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF 13. ALL BUILDING AND PAVEMENT AREAS INCLUDING PARKING. ROADWAYS, STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SIDEWALKS AND ANY AREAS TO RECEIVE STRUCTURAL FILL SHALL BE NECESSARY LEVELING OF THE BOTTOM OR TOP OF THE FOUNDATION MATERIAL STRIPPED OF ALL VEGETATION AND TOPSOIL. THE VEGETATION AND TOPSOIL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO SHALL BE REMOVED FROM THE SITE. CALL FOR SPECIAL INSPECTION. THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY UNYIELDING BASE. ALL PIPE BEDDING SHALL THE SAME AS FOR SANITARY 14. PRIOR TO FILL PLACEMENT, AFTER STRIPPING OPERATIONS ARE COMPLETED, THE STRIPPED AREAS SHALL BE PROOF- ROLLED WITH AS 7. ALL STORM PIPE SHALL BE ADS N -12. MINIMUM OF THREE PASSES WITH A HEAVY 20 TON VIBRATORY ROLLER. CALL FOR SPECIAL INSPECTION. 8. IN TYPE 2 CATCH BASINS, THE MINIMUM DISTANCE BETWEEN 15. STRUCTURAL FILL UNDER BUILDINGS AND PAVEMENT SHALL BE FREE OPENINGS SHALL BE 8 INCHES FOR 48 AND 54 INCH DIAMETER OF ORGANICS AND OTHER DELETERIOUS MATERIAL WITH NO INDIVIDUAL STRUCTURES AND 12 INCHES FOR 72 INCH DIAMETER STRUCTURES. PARTICLES LARGER THAN 6 INCHES IN DIAMETER. 9. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW 16. FILL SHALL BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 10 INCHES IN LOOSE THICKNESS AND EACH LIFT SHALL BE THOROUGHLY 10. FOUNDATION DRAINS SHALL BE TIGHTLINED INTO THE STORM AND UNIFORMLY COMPACTED. SYSTEM. NO OTHER DRAINS SHALL BE TIED INTO THE FOOTING 17. FILL PLACED ON SLOPES STEEPER THAN 4H:1V SHALL BE BENCHED ALL ROOF DOWNSPOUTS SHALL BE TIGHTLINED SEPARATELY TO THE STORM INTO THE EXISTING SLOPE. THE EXISTING SLOPE SHALL BE CUT USING 11. THE CONTRACTOR SHALL NOTIFY THE SOILS /CIVIL ENGINEER THE BLADE OF THE DOZER TO EXPOSE A HORIZONTAL BENCH 4 TO 6 FEET EVENT OR DISCOVERY OF POOR SOILS OR STANDING GROUNDWATER. WIDE WITH A 2 TO 3 FOOT HIGH CUT FACE NEW FILL SHALL THEN BE PLACED AND COMPACTED. ADDITIONAL BENCHES SHALL BE CUT AS FILL IS 12 ALL STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED PLACED WORKING FROM THE BOTTOM OF THE SLOPE TO THE TOP. MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION, 18. EXISTING NATIVE GRANULAR SOILS MAY BE REUSED AS BACKFILL AND FILL PROVIDED THEY ARE PLACED DURING DRY WEATHER AND THE PAVEMENT NOTES 18" THICKNESS ( 4:2kr db' - 1 1/D - 4" WASHED SPALLS 1 ` ROCK CORE 2 '-d- , 2 1j '/ \J 1 L 0�' ., , 2-11- ICI _- �1-r '_- i= r�..rrpiy�y__'7��r 'tl 1F!'st'_7�r�.±!t_' CELL BOTTOM ;;10-fill `'IF ='n., nr�l„ WINDOW 'r -' -� -- - SECTION X -% POND GRAVEL NTS I- TI -H� P.• '■ I EL =108.00 -- RETAINING WALL USE ABOVE FOR �- EL= 104.00 J H•7 ,-c-- FINISHED GRADE v OF POND �1i ' • �, l).r EL-99.50 NATIVE SITE MATERIAL SAND PROTETION LINER 6 1 E 1 O� s -4. C r�. 'Py� WHERE OLD FILL EXISTS IN DETENTION POND BERM AREA, REMOVE IT AND REPLACE IT WITH COMPACTION TO 950 OF MAXIMUM DENSITY PER ASTM D1557 CALL FOR SPECIAL INSPECTION MOISTURE CONTENT OF THE MATERIAL IS ADJUSTED TO OPTIMUM FOR COMPACTION. COMPACTION UNDER THE BUILDING SHALL BE 9550 OF 1, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE MAXIMUM DRY DENSITY PER ASTM D -1557. COMPACTION IN THE PARKING THE MOST CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD LOT SHALL BE 90X. CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. USE OF NATIVE SOILS. CALL FOR SPECIAL INSPECTION. 19. RIP RAP AND QUARRY SPACES SHALL BE IN ACCORDANCE WITH 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL 19. RIP 9 -13 AND THE WSDOT/APWA STANDARD ACCORDANCE WITH M.U.T.C.D. PRIOR TO DISRUPTION OF ANY TRAFFIC. NO WORK SHALL UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 20. IF SURFACE WATER OR GROUND WATER SEEPAGE 5 ENCOUNTERED 3. ALL OF THE SURFACE STORM DRAINAGE SYSTEM SHALL HAVE DURING THE EXCAVATION PROCESS, INCLUDING UTILITY PLACEMENT. THE CONSTRUCTED, IN PLACE AND FUNCTIONAL PRIOR TO ANY ASPHALT WATER SHOULD BE ROUTED AWAY FROM THE BASE OF THE EXCAVATION THROUGH APPROPRIATE DITCHING AND /OR SUMPS AND PUMPS. 4. ALL CURBS, STREET GRADES, SIDEWALK GRADES, AND ANY ALSO, NOTIFY THE SOILS ENGINEER. VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY 21. BECAUSE OF THE LOW PERMEABILITY OF THE SITE SOILS, THE STEADMAN AND ASSOCIATES. CONTRACTOR SHALL BE PREPARED DURING PERIODS OF PRECIPITATION TO 5. CRUSHED ROCK SHALL BE DETERMINED AND COMPACTED TO USE APPROPRIATE MEASURES TO DIRECT ANY POSSIBLE SURFACE WATER MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D -1557 (MODIFIED RUNOFF AWAY FROM THE AREAS TO BE EXCAVATED AND /OR FILLED. ) PROCTOR), IF THE REQUIRED COMPACTION CANNOT BE MET DUE 21. IN THE EVENT THAT SITE SOILS BECOME T00 WET TO USE A LAYER CONDITIONS OF THE EXISTING NATIVE SOILS BELOW THE ROADWAY, OF SAND AND GRAVEL WITH LESS THAN 5Z PASSING THE NO. 200 SIEVE SOILS SHALL BE REMOVED TO A DEPTH SUFFICIENT TO ALLOW IT SHALL BE USED TO REPLACE THE DISTURBED SOILS. COMPACTION WHEN BACKFILLED WITH BANK RUN GRAVEL. 22. MAY BE NECESSARY TO REMOVE EXISTING FILL SOILS FROM WITHIN 6. FILL MATERIAL (WHERE NATIVE MATERIAL CANNOT BE COMPACTED) PORTION OF THE PAVEMENT AREAS IF SOFT OR LOOSE ZONES ARE OF THE ROADWAY SHALL BE BALLAST UNLESS OTHERWISE NOTED ON PLANS. SHALL CONFORM TO SECTION 9 -03.9 1 OF THE 1994 WSDOT STANDARD IDENTIFIED DURING SITE GRADING. ( ) 23. THE CONTRACTOR WILL BE REQUIRED TO REPLACE THE SITE NATIVE MATERIALS WITH 7. SAWCUTS OF THE EXISTING ASPHALT SHALL BE AT ALL MATCH IMPORTED GRAVEL FILL ONLY WHEN THE ONSITE MATERIAL IS UNSUITABLE, PRIOR TO HIS SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY INSPECTOR. WORK ON THE 511E UNSUITABLE SHALL MEAN THAT IT 5 NOT CAPABLE OF BEING COMPACTED SAWCUTS SHALL BE CLEAN VERTICAL CUTS WHICH WILL ALLOW TO THE DENSITIES SPECIFIED. IF THE CONTRACTORS WORK METHODS ARE SUCH THAT HE TRANSITION BETWEEN THE EXISTING AND NEW PAVING. g1.LOW5 SUITABLE MATERIAL TO BECOME UNSUITABLE (NCA, NOT PROTECTING THE STOCKPILES, NOT SEALING THE SIZE AT THE END OF THE DAY, ETC). HE WILL BE RESPONSIBLE FOR 8, WHERE THE ASPHALT MEETS AN EXISTING FACILITY SUCH AS REPLACEMENT OF SUCK SPOILED MATERIALS. EXISTING DRIVEWAY, CURB, GUTTER OR PAVEMENT SECTION, THE EXISTING FACILITY SHALL BE TACKED PRIOR TO PLACEMENT OF 24. IMPORTED GRAVEL MATERIALS SHALL NOT BE A UNIFORMLY GRADED MATERIAL, BUT ASPHALT. AFTER PLACEMENT OF THE ASPHALT, ALL MANHOLES, RATHER SHALL BE A WELL GRADED NATIVE MATERIAL, IN ANY AREA WHERE IT WILL NOT BE MONUMENTS, STORM DRAINS AND WATER VALVES SHALL BE SEALED FULLY CONFINED BY COMPACTED WELL GRADED NATIVE MATERIALS. PAINTING OR SS -1 EMULSION AND IMMEDIATELY COVERING WITH DRY SAND. 9. THE NOMINAL COMPACTED DEPTH PER LIFT FOR ANY LAYER DETENTION POND IS 10- L I �� EXTEND LINER UP TO ELEV. 103.25 MIN ■ / /A��� 6 S 1/ bq g" - r �� 1 4 SN f�,L �� I j(�� "rEl J. CIF" fr • i 20 MIL PVC LINER W/ ' }',, SAND PROTECTION OF ' -" rl" t' t • ➢ , t' 2" MIN. TtIICNESS NOTE ALL FILL SHALL BE PLACED AND COMPACTED TO -- 607 OF MAXIMUM ALL MA DENSITY UNDER THE 950 950E OF MAXIMUM OF THE SO/LS ENGINEER. POND SECTION B -B CONCRETE CLASS B EXCEEDING 2 INCHES SHALL NOT EXCEED 1.5 INCHES; 1. THE FINAL PHASE OF SITEWORK SHALL INCLUDE REMOVAL OF ALL FOR 2 INCH LAYERS WHICH WILL BE COMPACTED IN A ONE LIFT ACCUMULATED SEDIMENT IN THE POND, o1,V 2. EROSION PROTECTION OF INFLOW POINTS TO THE BASIN SHALL BE NO MO 513 iiii PROVIDED BY PLACING RIP RAP AT THE PIPE OUTLETS. OS. d IC' WARNER ENGINEERING NTS Di! 3. A HEALTHY STAND OF VEGETATION IS TO BE ESTABLISHED ON THE Q �) ■N BASIN FLOOR AND SIDE SLOPES 5 �T 5122 B204 Olympic Sr. NW Office (206) !. Suite B204 Fax (206) 4. CONTRACTOR SHALL HAVE STEApMAN AND ASSOC. (447 -1729) ' O = Sig Harbor, WA 96335 CONFIRM THAT THE VOLUME OF THE POND EXCEEDS 7442 CURT aLSTE C ,ORAL E RECEIVED ciry 858 -6577 858 -8579 oc TuKwiu 0 3 1396 WI' UNTFe 12222ENVianL7 JUN Fn IIIIIIIMIIIIIIIIIMIIIIIIIIIIIMI CONSTRUCTION NOTES AND STORM DETAILS 1 -1Z, TUKWILA, WASHINGTON a FOR EXTENDED STAY AMERICA, INC. IArchitecture AS 90ILU BUILDING DIVISION and Planning' Leason Pomeroy Northwest }. Royce A. Berg, A.I.A, 1201 - 4th Ave. S., 9102 '. Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE. IIIIIIIIIIIIIIIIIIIIIIII -_ IIIIIIIMIIIIIIIIIMIIIIIIIIIIIMI . ® CONSTRUCTION , !. NOTES AND STORM DETAILS File:STMDETI.DWG '. 308 NO.: 05024 SHEET NO OF: DATE: 6/80/00 DRAWN: CMM C 4 2 CHECK: OEW z z ( w w 1- X w U 1.1. W Z¢ O y. CD Z c = N W Z a1-- J W Y CC I- L CITY OF TUIIWILA APPROVED 414-11- 1- 8- 19�s_- AS N01E0 BUILDING DIVISION Architecture and Planning Leeson Pomeroy Northwest. Royce A. Berg, A.I.A. 1201 - 4th Ave. S., #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE STORM DETAILS File:STMDET2.DWG JOB NO.: 00024 DATE: 6/30/90 DRAWN: CMM CHECK: GEW SHEET NO OF: C-4p CHANNEL `> �/ 100 YEAR /24 HOUR EVENT EMERGENCY OVERFLOW HIGH WATER SURFACE TOP OF DIKE 3 MIN 1 3 MIN EL- 104.00 _JMm4_ 51701•• �� °o , /// WARNER ENGINEERING O OF W°'SS• , 24 2 r sr 1r ;' N 0 ✓+ 1 z ?� 5122 Olympic Dr. NW Office (206) 858 -8577 •, Gig 8204 Fax (206) 858 -8579 �. C��'$,, NSTAL d" Gig Harbor, WA 98335 "TONAL F.�G �1 r- - A, '?��: ••11 !� �i: • �x1 QUARRY SPACES SHALL BE MIN. 8• THICK & IN ACCORDANCE WITH WSDOT 9 -13.6 EL= 103.00 6 EXPIRES 12/24/9 (P Cie ' • .•� • jy , • • COARSE AGGREGATE 4 "0 PERF. PIPE LAYED LEVEL CONNECT TO STORM SEWER LINE W/ TIGHTLINE 0 1% SLOPE -FILTER FABRIC ALL AROUND COARSE AGGREGATE EMERGENCY OVERFLOW SPILLWAY � '�:i"._��r �- �r. N.T.S. MIN TOP WIDTH = IS • TOP OF BED PLAN EAU -PLACE ROCK 1' ABOVE-- CROWN BOTH SIDES CHANNEL y�.�.�r- �: •I!i ',__� '2 '1 17 SWALE RETAINING WALL 2' SOD BOTTOM OF SWALE _ • •14k At0 •• INVERT ELEV. OF PIPE SHALL BE NO y:�Fjj ���� 4" LOWER THAN BOTTOM LEVEL " FOUNDATION OF FOOTING DRAIN •. 3 3 1 FILTER FABRIC LINER DISCHARGE PIPE 1' MIN UNDER ROCK ROCK THICKNESS SECTION A -A ___ __ 1 1 1 BIOFILTRATION SWALE BIOFILTRATION SWALE OUTFALL DETAIL N.T.S. N.T.S. N.T.S. 1-#3 BAR HOOP 2-#3 BAR HOOP h� 3 BAR EACH CORNER - #3 BAR EACH SIDE j#3 BAR EACH WAY l 44111 � '♦ _`� b ^' `�.�/ 110004 i �0i ,/'• �al�r��a, T �y. :4\ ry� i �' , ,(�i' .u/l�y P, ` \',�,, \lo Jp, ' s ♦ \r r , j12" MA '� ?+ �` ► �„ �/ i1� 0, \ `i NOTES FRAME AND GRATE (SEE w'SDOT STANDARD PLAN B -2a W /LOCKING BOLTS PER KING COUNTY STANDARD PLANS 41 AND 42) 6" RISER SECTION 1` 12" RISER SECTION ry PRECAST BASE SECTION MEASURMENT AT THE TOP OF THE BASE -) 44" ,,/LOCKING BOLTS PERDK NGTCOUNTY S ANDARDo PLANS 41 AND 42). FRAME AND GRATE (SEE WSDOT STANDARD PLAN B -2a \/ W /LOCKING BOLTS PER KING COUNTY STANDARD PLANS 41 AND 42) 5 � S^y p• �A 4 " RISER SECTION ��\ OR 12" m _ a - RISER OR ADJUSTMENT SECTION HANDHOLDS I FLAT SLAB COVER .� v SEPARATE CAST IN PLACE OR SEPARATE }� /yL 20" X 24•' OR 24" DIAMETER ./ 48' OR 54 "; '� STEPS AND LADDER -- 1 -(/3 BAR HOOP FOR ?.2' 2- 3 BAR HOOP FOR �0 AarLk •20'• e, 6" REDUCING SECTION 4'� �h PRECAST BASE SECTION (MEASURMENT AT THE TOP OF THE BASE) 44" T J 1 '� 2 -b3 BAR HOOP \� a #3 BAR EACH CORNER ,k r 1 #3 BAR EACH SIDE \ j/3 BAR EACH WAY- � I, Vil �N d` A '<>''''''k D i44 F' NOTES ?g `` ►�� �'/ I I \ MORTAR- FILLET + .1 iv i s - =(FOR REINFORCING STEEL PRECAST BASE WITH INTEGRAL RISER) 0.15 SQ IN /FT IN EACH DIRECTION FOR 48' DIA 0.19 5Q IN /FT IN EACH DIRECTION FOR 54" DIA -- PRECAST BASE --- - -- - - -' 0.25 50 IN /FT IN EACH DIRECTION FOR 60" DIA PRECAST BASE WITH INTEGRAL RISER 48' DIA -6 "J I- -DR VE PIPE BEDDING, 54" DIA -8" - ..J 6"-u- 60" DIA -8" y •FOR SEPARATE CAST IN PLACE ONLY 0' RING N COMPACTED DEPTH. - �1' -0•� PRECAST BASES ONLY. REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ 1N /FT IN EACH DIRECTION FOR 48" DIA 0.19 50 IN /FT IN EACH DIRECTION FOR 54" DIA 0.25 SO IN /FT IN EACH DIRECTION FOR 60" DIA NOTES PRECAST BASE JOINT 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE 5. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890, TOP HALE OF THE BASE, 1" MINIMUM CLEARANCE. UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN YIELD STRENGTH SHALL BE 60,000 PSI MINIMUM. THE STANDARD SPECIFICATIONS. 6. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE 2. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL ROUNDED. HAVE 3" MINIMUM CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MINIMUM CLEARANCE. NO STEPS ARE 7. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN REQUIRED WHEN "8" IS 4' OR LESS. FOR DETAILS. OR CAST INTO RISER. FOR DETAILS SEE STANDARD PLAN SEE STANDARD PLAN "MISCELLANEOUS CATCH BASIN "METAL FRAME AND GRATE FOR CATCH BASIN INLET. DETAILS. B. DESIGN ASSUMPTIONS: SOIL BEARING VALUE EQUALS 3. ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE 3000 LBS /S0. FT MIN. CLASS 4000. ALL PRECAST CONCRETE SHALL OBTAIN 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH 4000 PSI AT 28 DAYS. STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHE - TO ASSURE NON - ROCKING FIT. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS 4. OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. KNOCKOUTS OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IS 36" FOR 48' CATCH BASIN, 42" FOR 54" CATCH BASIN. AND 48" FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8 ". CIVVEO TY OF ITUMNIIA CATCH BASIN TYPE -2 (48" • 54" & 60 ") JUN U 3 1996 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 1990) & ASTM CB90 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4, PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH M9XIMUM DIAMETER OF 28•. KNOCKOUTS MAY BE EITHER ROUND OR D" SHAPE. PIPE TO BE BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2" /FT. - 8, CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR- F -62ID. MATING SURFACES SHALL BE FINISHED TO ASSURE NON - ROCKING FIT. 9. FRAME AND INTO RISER. GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST CATCH BASIN TYPE 1 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH 5. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION ASTM C478 & ASTM C890 UNLESS OTHERWISE SHOWN ON AND RISER SECTION SHALL NOT EXCEED 1 /4 " /FT. PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 6. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE INTO RISER. FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH 1 STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASTM A497 A45HT0 M 211). BE PLACED IN THE KNOCKOUTS . WIRE FABRIC SHALL NOT TO ASSURE NON- ROCKING FIT. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. KNOCKOUTS MAY BE ON ALL 4 SIDES, EITHER ROUND OR "D" SHAPE. PIPE TO BE INSTALLED 114 FACTOR SUPPLIED KNOCKOUTS. KNOCKOUT KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS, 28" MAX. ^J CATCH BASIN TYPE 1 L N.T.S. PEgMIT CENTER FOR NOTE: USE PPE ESZEMANDI GEOMETRY. N.T.S. N.T.S. STORM DETAILS z z ( w w 1- X w U 1.1. W Z¢ O y. CD Z c = N W Z a1-- J W Y CC I- L CITY OF TUIIWILA APPROVED 414-11- 1- 8- 19�s_- AS N01E0 BUILDING DIVISION Architecture and Planning Leeson Pomeroy Northwest. Royce A. Berg, A.I.A. 1201 - 4th Ave. S., #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE STORM DETAILS File:STMDET2.DWG JOB NO.: 00024 DATE: 6/30/90 DRAWN: CMM CHECK: GEW SHEET NO OF: C-4p CONC. PAVING WITH BROOM FINISH SMOOTH TROWEL FINISH, TYP. 1" RADIUS W /SLOPED FACE AND BROOM FI9155 TOP AND SIDE GRANULAR FILL- 3/8" PREMOLDED ASPHALT EXPANSION JOINT VERTICAL CURB & SIDEWALK N.T.S. ASPHALT PAVING LIGHT SECTION PARKING STALLS 2" MIN. ASPHALT CONC. CLASS 9 (W/ 10 EXTRA ASPHALT) 4" MIN. CRUSHED SURFACING - TOP COURSE L / HEAVY SECTION ALL DRIVEWAYS Sc ROADS 3" MIN. ASPHALT(TWO LIFTS) CONC. CLASS B (W/ 15 EXTRA ASPHALT) II: 6" MIN. CRUSHED SURFACING TOP COURSE NATIVE INORGANIC GRAVEL SOIL SUBGRADE PROOF ROLLED TO VERIFY 95% COMPACTION OF MAX. DRY DENSITY PER ASTM D -1557 TO A MIN. DEPTH OF 12 INCHES. PROOF ROLLING CAN ONLY BE DELETED BY OWNER'S SOILS ENGINEER. NOTE: DEPTHS OF MATERIALS INDICATED HEREON ARE COMPACTED MINIMUM. TYPICAL PAVEMENT SECTIONS N.T.S. CONCRETE DRAINAGE STRUCTURE IN 10' -0" LONG SECTIONS BETWEEN JOINTS -6" MIN 24" WIDE _L CONCRETE GUTTER N.T.S. g3tiyv WARNER ENGINEERING !EXPIRES 12/24/ft(9 5122 Olylnplo Dr. NW Suite 8204 Gig Harbor, WA 98335 1 3/I6° DIA HOLES L 2" CLEARANCE TYP- SLOTTED CURB ACTS AS A LEVEL SPREADER Office (208) 858 -8577 Fax (206) 858 -8579 Imo- 4• 2 1/2 "H //3 BARS (2) 8' 3:1 SAND AND CEMENT GROUT 1" DEPTH /6 BARS (2) PRECAST CEMENT CONCRETE SLOTTED BUMPER CURB N.T.S. - NON - SHRINK GROUT 8° MIN REMOVABLE WATERTIGHT COUPLING OR FLANGE EL. AT THIS POINT AS NOTED BELOW FRAME, CRATE, & ROUND SOLID COVER MARKED "DRAIN' WITH LOCKING BOLTS ELEV. PER PLANS IN PLATE WELDED TO ELBOW WITH ORIFICE AS SPECIFIED 1ST ELBOW ORIFICE DIA.-2 15/16" ® EL.= 102.80 2ND ELBOW ORIFICE DIA. =3" EL =102.94 ELBOW- RESTRICTORS NOTES: 1. USE MIN. 48" DIA. CATCH BASIN TYPE 2 2. OUTLET CAPACITY: DEVELOPED DESIGN FLOW. 3. METAL PARTS: CORROSION RESISTANT. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET S0: A. CLEANOUT GATE IS VISIBLE FROM TOP B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB., 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH 0.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 ". 6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED CONCRETE WALL (MAX. 3' -0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN. CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH IS FILLED WITH WATER. EMERGENCY OVERFLOW SPILLWAY W.S. = 103.00 MAX. W.S. = 103.00 OVERFLOW CONDITIONS STD. GALV. HAND- HOLDS, STEPS OR LADDER ELBOW RESTRICTORS SEE DETAIL INVERT & ELEV. PER PLANS RESTRICTOR PLATE W/ ORIFICE DIA. 1 1/16" (NOT NEEDED IF FOR OIL POLLUTION CONTROL ONLY) 1' SECTION OF PIPE — ATTACHED BY GASKETED BAND TO ALLOW REMOVAL INLET PIPE(S) SHEAR GATE W/ CONTROL ROD FOR CLEANOUT /DRAIN (ROD BENT AS REQ,D FOR VERTICAL ALIGNMENT W /COVER) ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER. rir 2' MIN. CLEARANCE TO ANY PORTION ' MIN. CLEARANCE RANCE TINANYDING �tji 111 ELBOWS ELBOW RESTRICTORS SEE DETAIL 11%4411V CONTROL STRUCTURE N.T.S. KING CO. RS -52 ANGLE AS NECESSARY SEE NOTE 7 1696-.0615 GRAVITY RETAINING WALL IN FILL AREAS. USE NATIVE BACKFILL BEHIND QUARRY SPALLS 8" MIN THICKNESS 4" - 2" QUARRY SPALLS 1" MINUS WASHED ROCK /- FILTER FABRIC 6' PERF PIPE TO DAYLIGHT 4' -6" (OR, IF PAVEMENT BELOW WALL, TIGHTLINE TO NEAREST CATCH BASIN) RETAINING WALL NOTES 1. THE RETAINING WALLS SHALL BE GRAVITY RETAINING WALLS SUCH AS KEYSTONE OR ULTRABLOCK. THE WALLS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A SET OF RETAINING WALL DESIGN PLANS AND A COLOR CATELOG OF PROPOSED BLOCK WITH THE ENGINEER'S STAMP_ AND OBTAIN WRITTEN APPROVAL OF OWNERS SOILS ENGINEER. OBTAIN CITY PERMITS FOR WALLS AFTER SOILS ENGINEER APPROVAL. CONTRACTOR SHALL SUBMIT RETAINING WALL MATERIAL TO ESA FOR APPROVAL 2. THE CONTRACTOR 15 RESPONSIBLE FOR OBTAINING AND PAYING FOR BUILDING PERMITS FOR THE RETAINING WALLS. 3. THE GRAVITY RETAINING -WALLS SHALL BE DESIGNED USING PARAMETERS SET BY THE OWNERS' GEOTECHNICAL ENGINEER. 4. A FILTER. FABRIC LINER DESIGNED FOR PERMANENT SUBSURFACE USE SHALL BE PLACED BETWEEN BACKFILL SPALLS AND THE CUT OR FILL MATERIALS. 5. 11-10 BACKFILL MATERIAL SHALL BE PLACED. IN LIFTS ?0 AN ELEVATION APPROXIMATELY 6 INCHES BELOW THE TOP OF EACH COURSE OF WALL MATERIAL AS THEY ARE .PLACED, UNTIL THE UPPERMOST CURSE 15 PLACED, ANY BACKFILL ' MATERIAL ON THE BEARING SURFACE OF ONE WALL COURSE SHALL' BE REMOVED: BEFORE SETTING THE NEXT COURSE. 6. FILL BEHIND THE RETAINING WALLS SHALL BE COMPACTED TO AT LEAST 959,' MAX.. 561' DENSITY FOR A- DISTANCE EQUAL TO THE HEIGHT OF THE WALL UP TO A MAXIMUM OF "8 FEET. CONTRACTOR SHALL NOTIFY TESTING AGENCY PRIOR TO PLACING ANY FILL AND PROVIDE A SCHEDULE. GRAVITY RETAINING WALL FOR CUT AND FILL N.T.S. PAVING, STORM AND MISC DETAILS gECEITuVEa ary oT xwlu JUN 031096 PERMIT CENTEO z z /qJ CO w z w w Q U EE wwC z 0 H4 Z cD zo cn Q w J X w CC F e LL. Tfi' OF TUKWILA APPROVED JUN 1 8 1996 MOWED BUILDING DIVISION IArchitecture and Planning Leeson Pomeroy Northwest::' Royce A. Berg, A.I.A. 1201 - 4th Ave. S., //102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE PAVING, STORM AND, MISC DETAILS File:P AVEDET. D WG JOB NO.: 95024 DATE: 6/30/96 DRAWN: CMM CHECK: OEW SHEET NO 0p: C -4 4,' D�V ✓ / RA, D 5 _ 8" 01 WATER LONE 07751 L CONCRETE CHANNEL -, .^5iNCRETE CHANNEL j 5 /.3,110 ASa ,_ RonD 61ST AVENUE SOU pe'r= — / -2'' N 00'42'04E ,/ V )' _ ' (_ AI.IC RIGHTZmP WAY) 'K =H:1AC (SEE NOTES}, OPt" CAP END OF PIPE ONNECT TO EX WA_T�R .ILAIN -G -THRUST-BLOCK W "8'x10 RERNFSWAt J. (BASIS v9F'BEARING) 2633. '(16EAS) ( •..00',,21405 . - -_ (,I a, LL ,.� �r 021E L[C7)L _ CK ,r, D4 ., 4 262.4 nc" rL. �i DI oY A 4 � GRAVEL EXPIRES 12 WARNER ENGINEERING 5122 Olympic Dr. NW Office (206) 858 -8577 Suite 8204 Fax (206) 858 -8579 Gig Harbor, WA 98335 ONCHETEDRITXL- '— / % 36" 'DECO/EGOS �N 00'55'54 "E 66.00' .." 000100500 co \`'-a 4� \ VDDIT �,,. h 12 VM 2 " o' MAPLE \'�) REMOVE EX. WATERMAIN BETWEEN. NEW CONNEC POINTS FF =1 14.00 MAP,. y i NOTE: ALL OF FIRE SPRINKLER`St4EM FROM—THE—WIN—TO, THE' BUILDINCs z (INCLUDING PIPING, FDC 410- P+AA -VE) SHALL BE INSTALLED $Y A CERTIFIEC FR-E PROTECTIO_pJWSTALEERT - - RAD11U9 =41.161 DELT OITA6'241 ARC 154 3 Ij,4 4(f4Of' 5Q' 1 1 11 :7577 A 14" MA�'LE _FIRF_PROTE TI_C 0L_IN 4LLED SHALL /PROVIDE WIRIN��.AND ' ALL OTHER -COND APRIJRTENANCES OAf0�rrGOR NG OF THE �S F4 Et,ILO,N 78 LF ° 7 2 14...22 1/7 BEND(MJxFL) 2 - .v 1 622-1/2' END(1,1 FL) \ 'THRUST BLOCK q HRUST.BLOOK, -k�,'ONDUIT -FOE 73 LF 10" DI -�-- _ — z•o .OAT 102 1.p 0 1 / I% ' .WATER AND SANITARY SEWER NOTES • • 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARDS AND THE 1994 OF. STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION BY THE WASHINGTON STATE D.O.T. AND WASHINGTON STATE CHAPTER, A.P.W.A. 013'' OVERHANG (777.1 CONC. 057 2. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE STATE AND LOCAL HEALTH AUTHORITIES. 3, ALL LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CALL THE LOCATE SERVICE AND VERIFY THE EXACT. LOCATION TO AVOID DAMAGE OR DISTURBANCE. 4. THE MINIMUM COVER FOR WATER MAINS AND SEWERS SHALL BE 3' AND SHALL BE MAINTAINED AT ALL POINTS. 5. CONTRACTOR TS RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS TO PERFORM WORK IN THE CITY AND STATE RIGHT -OF -WAY. ALL PAVEMENT PATCHING AND SHOULDER RESTORATION SHALL BE IN ACCORDANCE WITH CITY STANDARDS. 6. INSTALLATION OF WATER MAINS AND SERVICE LINES SHALL INCLUDE LOCATOR WIRE BURIED ALONG THE ENTIRE LENGTH OF THE PIPE. LOCATOR WIRE TO BE 14 GAUGE OR LARGER AND SHALL BE STRIPPED AND , CONNECTED. TO A BOLT, ON EACH GATE VALVE, AND THE ABOVE GROUND HYDRANT FLANGE. LOCATOR WIRE TO BE RUN TO 12" ABOVE GROUND AT EACH METER, BLOW OFF, AND AIR VACUUM VALVE. ALL SPLICES IN THE LOCATOR WIRE SHALL BE MADE USING SPLIT BOLT CONNECTORS OR WITH A DOUBLE NUT CONNECTION AT A FITTING. 7. DISINFECT, FLUSH, AND HYDROSTATICALLY TEST ALL NEW WORK AS REQUIRED BY THE CITY. 8. FIRE SPRINKLER' PIPING SUBJECT. TO FINAL DESIGN BY FIRE PROTECTION ENGINEERS, 9. WATER.. MAIN SHALL BE DUCTILE IRON, CLASS 52. (4 ", 8 ", AND 10 ') 10. WATER SERVICE PIPE SHALL BE IN ACCORDANCE WITH CITY STANDARDS. 11. SANITARY SEWER PIPE SHALL BE PVC, ASTM D3034. SDR 30. 12. INSTNJARON OF THE 'FIRE SPRINKLER SYSTEM, AND FIRE ALARM SYSTEM IS TO BE A COMPLETE JOB AND COMPLY WITH ALL CITY, STATE AND FEDERAL CODES. ESA MANAGEMENT, INC WILL NOT BE HELD FINANCIALLY RESPONSIBLE IN DISCREPANCIES BETWEEN JURISDICTION AND PLANS. IT'. IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE IN COMPLIANCE. 98, BEND(MJOMJ) \THR,USSL BLOCK \ \'' PI.F\ 'CONNECT TO WA11 " m Y7/\ D, ByREDUCER MJ `00 VU ., 1 E1 /T RIGA f0 c f`AVES EN�I DOMEST. / ATER M �� 1 - 14x4 '(MJxMJ,,MJ) , THRUST,EI CK ' 1 "14 4TEE(MJxMJ//fJ) / TBLRU BLOCK / • ,.--- / TEMP,0l1<oRt ILIRNAROLIN ,, ' EASEMENT PER TUK`; $'TORT PLAT NO /8 - .... CONNECT TO EX. SSMH ,t Y% RECHANNEL MANHOLE Q� j✓__ FOR NEW 097,7100 AV 500' DPI OD''// 1 131711NG BUILDING to 5 J2' 100 2 TO" 22 -1 -' 2' BEND xFL) - - -� 6 -THRUS EI 113 PLAN FOR -:ONDN_ _ #' APPLE E S DOA5'3-' W 323.89' 77,0117LT 051,5 I al,,,1,413 1ad5 NOTE: ELECTRICAL POWER TO THE TO THE ELECTRICAL PLANS. CONDI SCHEMATIC ONLY. =mss ,EASEMENT FOR 7; 11557/5 A140 R PL MET" 01) " !lE' L- LY.LS rG 1':)V I4PR REC. N0 7904090634R 0) A fL �tM m UILDING `3F,THACK k' EXTRUDED CONC. CURB 1<. TRANSFORMER IS TO CONFORM li 5HOWN ON THIS PLAN I5 56101.7 1 " =20' b--75 40 LE _C ENO; Dos 110,3 (6) SANITARY SEWER MANHOLE .17ER TINE CATCH HASIN 5/07M DRAIN LANE WATER METER WATER VALVE WATER MANHOLE FIRE HYDRANT EIRE DEPARTMENT 009115CTIO0 "Y" RRF MAW INDICATOR WATER 0AULT WATER 51NL TELEPHONE RISER I ; PROPOSED • ¢---/A STREET LIGHT ;m IIG61 MANHOLE -o- UTILITY POLE ( - - -- ANCHOR -- - OVERHEAD POWER & TELECOM, LINE IA SIGN ✓i CAS VALVE —c— TELEPHONIC RISER aR yeVrAILA JUN 0 31996 PERMIT CENTER WATER AND SANITARY SEWER PLAN 20' z z W D z w 1- w _0 r W Z Q 0 1- ,Q CD z N W a W W CC 0 CITY OF TUKWILA APPROVED JUN 1 8 1996 AS NUILU BUILDING DIVISION,'.. Architecture and Planning Leeson Pomeroy Northwest Royce A, Berg, A.I.A. ' 1201 - 4th Ave S., #102 Seattle, Washington 98134'. (206) 583 -5030 NO DESCRIPTION DATE WATER AN D SANITARY SEWER PLAN FIIe:WATSEW JOB NO.; 060E4 DATE: 6/30190 DRAWN: CUM CHECK: OEW SHEET NO I OF: CAPPED CROSS 90' BEND THRUST BLOCK - TABLE MI. BEARING AREA AGAINST UNDISTURBED SOIL PIPE SQUARE FEET SZE A(f/ ) 8(f/ )C(f/ )D(ft? gq )0(1/ ) 10" 7 17 14 22 16" 36 20" 45 22" 54 28 67 30" 101 42 197 48" 257 1 4 1 2 1 NONE 6 4 2 1 4 10 6 3 2 6 14 19 12 5 3 6 25 20 8 4 20 4557 24 9 15 6 }q 29 8Z7 55 28 1p4 55 171 107 55 27 107 223 140 71 36 140 NOTES: TEE W /PLUG 1. ON 200 8511 PRESSURECANDE THRUST-BLOCK IL AINGS LOAD OF 2,000 POUNDS PER SQUARE FOOT, 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES AND SOIL CONDITIONS. 3 HAVE ATMINIMUUMKIOF 1/4 SQUARE FOOT BEARINGND AGAINST THE FITTING. 4. BLOCK 3HA LR O J0TT�RT TNF OR LISMANTLEG OF F JO. S OPEMIAKIGUP 5. CONTRACTOR SHALL INSTALL_ UDWLTOTLLl0 CTT�O ADEQUATE E 6. TT€FH88ROpp7U7 TSGLLEgLO7gHFRIgSrOCRONZHIDNE�ER�ETDDp Ot,CTMMA__pBE EQUAL SURFACE TO TTHHEENBIK'TTS BASEEl HMI GROUIJD B BLIND SMALLERE ZE PIPE C TEE W/O PLUG CROSS 7. BETW'EENNTHE PPE ANDRTHE UNDISTURBED SOILS DISTANCE 45' BEND 22 1/2 BEND 11 1/4' BEND CONCRETE BLOCKING N.T.S. SIDEFILL MATERIAL (SEE NOTE) LIMIT OF PIPE ZONE BEDDING MATERIAL, TYPE I, RIGID, SEE GRADATION TABLE FOUNDATION LEVEL ALTERNATE LAID -BACK TRENCH BEDDING FOR RIGID PIPE IN TRENCHES NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY. 4. MAKE SURFACE OF BEDDING LEVEL, OR SLOPE UP AWAY FROM PIPE. 5. TRENCH WIDTH(W) -PIPE LD. PLUS 24" MAX. FOR PIPE 24" I.D. OR SMALLER. -PIPE I.D. PLUS 36" MAX. FOR PIPE LARGER THAN 24" I.D. -THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT THAT FOR CLASS A BEDDING, THE MIN. CONCRETE WIDTH SHALL BE 1 1/2 I.D. + 18" 6. SIDEFILL MATERIAL SHALL CONFORM TO BACKFILL EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOD \T OF PIPE DIAMETER SHALL NOT BE USED. DIMENSION CLASS A CLASS 8 4" MIN 4" MIN, 27 & 1/4 I.D. UNDER A 12" MAX 6" MIN, OVER 27" I.D. B 1/4 O.D. 1/2 O.D. c 3/4 O.D. 1/2 0.D. SIEVE SIZE % PASSING 3/4" 100 3/8" 95 -100 #B 0 -10 #200 0 -3 SAND EQUIVALENT 35 MIN. BEDDING MATERIAL GRADATION TABLE SIEVE SIZE % PASSING 3" 100 1/4" 25 MIN. #40 40 MAX. #200 7 1/2 MAX. SAND EOUTAALENT 35 MIN. BACKFILL MATERIAL GRADATION TABLE PIPE BEDDING FOR SANITARY SEWERS N.T.S. /8' RAI 1/2 WIDE BORDER I— 1' 10° I9., 83/4" 4" 3/4" SQUARES SPACED -3/4" AS INDICATED HT 1/8 2' -0" FINISH GRADE 12" DIA. FIBRE JOINT PACKING 45' (1 8" DIA. 2 7/8" 'AA MN 5/8 7 3/4 8" 15" CAST IRON RING AND COVER =WAR PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 8" CLEAN -OUT N.T.S. - 4 -3/4" PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS FIRE DEPARTMENT CONNECTION SHALL BE CHROME PLATED INCLUDING THE STANDPIPE 18 "018 "08" CONCRETE BLOCK ///////------5" 5TORZ CONNECTION /-- IDENTIFICATION PLATECAST BRASS W /1" HIGH LETTERS "AUTO SPRINKLER" GRADEt� = III - III -11 < 11 -111 -III I" I IIIII It II —III —I I THRUST BLOCK 'L�IIIII, -PIPE MATERIAL AND FITTINGS AS PER SPECIFICATIONS SECTION I PRECAST CONCRETE VAULT WITH LOCKING CAST IRON COVER, NO BASE. FITTING, EPDXY- COATED TIE -R00 AND CLAMPS WRAPPED IN POLY- ETHYLENE SHEATH, REGARDLESS IF PIPE IS P.V.C. OR D,I. — SWING -TYPE GRAVITY OPERATED CHECK VALVE FIRE DEPARTMENT SIAMESE CONNECTION N.T.S. 3/4" STRAIGHT BALL DRIP VALVE NPT- TAPPED INTO INVERT OF PIPE CONCRETE VALVE SUPPORT, 12" HIGH (MIN) 1 1/2" DRAIN ROCK, 12" MIN DEPTH NEW METERS SHALL BE SENSUS OR APPROVED EQUAL METER BOX - FOG-TITE #724 OR EQUAL WITH HINGED LOCKING LID TRAFFIC COVERS WILL BE REQUIRED IN ALL TRAFFIC AREAS WITH MIN. 1/4" DIAMOND SOLID LID MUELLER 110 COMPRESSION CONNECTION OR APPROVED EQUAL BOTH SIDES 8' -24" IF NEW SETTERS ARE TO BE INSTALLED THEY SHALL BE MUELLER H -1423 OR APPROVED EQUAL BURY IN SAND TAPPING SADDLE: DOUBLE STRAP ROCKWELL MUELLER (IRON PIPE THREAD) 7—7— WITH TO EXISTING METER NUT /SERVICE LINE WITH NECESSARY ADAPTORS HIGH MOLECULAR PIPE(CTS)(UNLESS SERVICE 15 IN 5WD RIGHT -OF -WAY, IN WHICH CASE THE SERVICES SHALL BE COPPER) PER CONTRACT SPECIFICATIONS. USE TRACER TAPE OVER ALL 2" HIGH MOLECULAR PIPE OR TYPE K COPPER 1 -1/2" AND 2" WATER SERVICE DETAIL N.T.S. 439b-66/6 CITY OF TUKECEIVED WIIA JJ9 9 3 1996 PERMIT CENTER EXPIRES 12/24/9 if WARNER ENGINEERING 5122 Olympic Dr. NW Offlee (206) 858 -8577 Suite 8204 Fox (208) 058 -8579 Gig Harbor, WA 98335 WATER AND SEWER DETAILS IHm. %4"C3i!'rtn. K,,»,,,,va",>.aeYrewreenxunen M0 W Z 0 Z.Q) 0 N ao 2. W J X CITY OFTOKWILB AFj'HUVE'u 996 1 8 1985 AS NJILU BUILDING DIVISION;, Architecture and Planning Leeson Pomeroy Northwest A. Berg, A.I.A. 1201 - 4th Ave. S / 07_' Seattle, Washington 98134' (206) 583 -8030 NO DESCRIPTION DATI WATER AND SEWER DETAILS File:WATDET.DWG JOB NO.: 06024 DATE: 6/30/06 DRAWN: CMM CHECK:. OEW SHEET NO Ok1 %.(1- 1�'1f'Z1i N 00'54'34' E 66.00'!: - #Pfo-Apso 409-r ►' : �° v^� . "ai6E�u �w1',,' IC111101 � t • C ! -! ! blooms! WrO r.�e�;�Yr°�i ` �i�r +�s'�2�6.+f1'�ww'�"wy'w'�wwwwww www !.�'P,�www s'►:.�sq,`• v`4I .- � d , �,�� :ter..- � .c . -� PAZ - - 1� .� • ®► � - 87 •58'26nd 1500 / CREEK LINE ors i- ridair 4 � r J 1-17 _:; At® 4/ rayU Air IIIIrr l 1(, ..r 4voG�ll�d1�i4.4�wl�.4- %GF -A,7*- ,0 ®. ®w w , rww 0. iirt;Q isi / f® ®/ ? 40N0lR,. _E1DSWALE if / ' / N 00.54 34' E 32369 101i-f- 5 br1M' 0 0 12 PARKING STALLS EASMENT, ( FOR, ES.A, PARCEL ) SEE FOR OVERALL & W COPY CC & R'S EXISTING BUILDING 01515 TREE REPLACEMENT Is Ta Be Rniand ' -' Beaufred Replacement I n - ..NOTE:. : FOR. PLANT➢ 7ATERIALLEGEND ..SEE:SDEE`1<.L,3.. PLANTING.. AND IRRIGATION LEGENDS, SCHEDULES, AND NOTES. 6” AId&Aalarrylra . ` .1 . `,25 Black lneiYnPO65,bpieuloalv,�" 6 16" L2aaep Black LUeaq/RO/wuptr raeaefa 6 X10" Hiaek LUeu4/RWbbp...d eW _3. '. 36" Black Laaaf/Robinlaprsusaed 0 10" Dlackl.rcurHAobbbp.. oJ., a e. 11 "Black LOeurURot416pyeN4oaNb 4. 11 . Black Laeao'IRabfabpa..&,.4a 6 6 &I" Blgl..f M.PWAcamn.,plyama 2 I. Tidal 39 2.5 e.aperawaaoaror 6- B'hd�l Brrirter' , '..� r6511 a PlaahfB fTie.,rl ideaaq L.nd,.lce Pl On PI -' t �Cygif r7reer- Wegefp Rfd CCtl Dmgl '-Fir, 6' hei081. l0 r �'Da7J oar7in.r Pbw HpO C1..n7rBRNhill Red M }Plc .�',� 1 3 ame Ark, 2.s ^,Cai1Per 33 I Tre.Propoecdau .Lead KPI 6PI �_ - -. -_ li Lauchlin R. Bethune Associates. r Landscape Alcll/teets & Envborimental Planners, ASLA. 11322 S thearf 2101h piece pnom. (206) 859 -1789 • K614 Washington' -98031 -1310 j.n. u.. (206) 859-8185 NDSCA PE PLANTING, PL.AN''' SOUTHCENTER BLVD NORTH 20' 1 „-, 6, c.,,,._- '... a 'Q , n° W I--1 rr _G' ., a. o � .: Q,9 n _, CITY OF TUIONIIA APPROVED JUN 1 8 1996 AS 80108 DUILDING DIVfAION Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE 1 (tea-44 IZ. 'IA OC, BID gET 4/19/46 OLDGI. DEPT RE`LSMIT 4 /2W /VG LANDSCAPE, PJ iS ��G� ermspar ' Rtr°mn omrmeo r.sry.. 0 l/8. JOB NO.: 95024 SHEET NO OF:? L -1 DATE: 11 -13 -96 DRAWN: L.R.B. CHECK: 51ST AVENUE SOUTH N 00'54'34' E 6600' S 00 °42'00' la' _ -_Jrar _ 87'58'26'W 15,00' CREEK LINE '35 v.ccc- "- - N .00.55'34' E 194,84' wok DETENTION POND itt 323.69 06: IRRIGATIQN LEGEND,', Sm.'"M fdoF 0 PSI Radius GPM Loc3ldp ",.. o Rain Bird 1812 w/ 15F MPR Plastic nozzle 30 p Rain Bird. 1812 w/ 15TQ MPR Plastic noule 30 tRain Rind 1882 w/ 151 'MPR PI ei ulc 30 Pain Bird 1812 w /ISQ MPP Plasllc eoulc 30 Rain Paiv BBiirrd d 128113 ww //1122T M MPR P R PI P i 1 sIe te. 30 30 -., '(♦, Rain Bird 1812 w/ 128 MPR Plastic nozzle 30. Rain Blyd 1812 w/ 12Q MPR Plastic morale 30 • Rain Bird 1812 w/ 10F MPR Plastic nozzle 30 i BS Rain Bird 1012 w/ 108 MPR PI 1 nozzle 30 4 Rain Bird 1812 n/ 10Q MPR Plastic nozzle i . 30 9 Rain Bird 1812 w/ 9SST MPR Plastic zrl9 i' 30 0 Rain Bird;1012 w/ 15SST MPR Plastic 1 30 03 Rain Bird 1812 w/ 15EST MPR Plastic nozzle 30 15' 15' 15' 15' 12' 15' 12' 12' 10' 10' 10' 3.70 shrub 2.78 shrub 1.85 shrub 0.93 shrub 2.60. shrub 1,95 shrub 1.3Q.. shrub 0,65 shrub 1,57 0,78 0.39 9'018' 1.73 4'00' 1.21 4's15' 0.61 shrub shrub shrub shntb shrab shrub 11 RolF8lyd 1012 w/SCST 11 Bubbler P1811c nortle30 5 '.05 shrub R8i Hard DVF Se i sA 1 mini Gontrol Vhe, Ise per plan and provide Amlcx 1ro1bo rid 12 RP ago I Ot Mueller B 100101100 Valve, sleeper point of connection detail, install 10 Opted 6" A t i lb 101.Fcbco Double Ch k 'Valve, slze per point of connectIon mil all with unions both ends and place in Carbon D/C Vault'witit locking lid Q0881/8194 Quick Coupler Valve A sembly,assume;1 unless otherwise noted on , plan. 1001011 per detail Rain Bird ESP -X 12 -12 Station Automate Controller, Install in per Landscape Architect. Wire to automatic valves. Power by others. Glen Hilton Mini Click Rain sensor ; 111 115 -pass Switch placed nest ,t0 controller. Install on building per L ed a16c Arc111 1 -. Schedule 40 PVC Main Line, sus per phut, install at minimum 18" depth belorw finish grade. - Class 200 PVC Lateral Line, site per plan, install at minimum 12" depth below finish grade. - Class 200 PVC Sleeting size per play install at minimum 12" below finish grade. 14- 1- UFDirect Burial Control Wire, use whitens common, red for signal and yellow ns spare. VALVE SCHEDULE Valve Number 2 4 5 6 7 Are Sl,nm Zone Shroh Zane Shrub Zone knob Zane Shrub Zone Shrub Zone Sitn,9 Zone Shrub Zane Shroh Zone GPM 40.07 40.56 43.00 31.38 38.40 38.28 44.46 39.75 39.63 PSI Valve Size 30 11/2" 30 11/2" 30 1 1/2" 30 1 1/2" 30 1 1/2" 30 1 1/2" 30 1 1/2" 30 1 1/2" 30 11/2" IRRIGATION' NOTES 12 PARKING STALLS EASMENT ( FOR E.S.A. PARCEL ) SEE nw FOR OVERALL & COPY CC & R'S 1 Irrigation design and 1 youl assumes minimum 50 lbs. static water pressureand50 GPM. at point of connection. Verify PSI and GP9I if discrepancy exists report to Landscape' Architect before proceeding. J 2: The Landscape C utraclor shall inspect the site and verify existing conditions ow dimensions prior to bidding d consHnetion. 3. Irrigation pl diagrammatic. Adjust pl 1 es and irrigation beads ding to field conditions and plant locations. Report any ,discrepancies to Landscape Architect. 4. Coordinate g II point orronneetion and and t f automatic controller with General Contractor. V water Meter by General Contractor. Coordinate all work with othertrades inoolved. 5. All 00 n will be placed ln' vain boxes in a manner which facilitates access for 1 hence. Locate valves In shrub and ground corer bedu Tess approved by Landscape A h11001. 6. All cornponents of irrigation system shall be installed and adjusted to provide adequate coverage and o p y onto buildings, windows, or pined areas. Contractor is responsible for providing a complete working irrigation system. 7 Grade nl and vane lines to drain. Placement of manual drains is schematic, distribute at all low points in zon lines, minimum one per vane. 8. Contractor is responsible for y damages to building d infrastructure during landscape construction. 9. Bury control wires below mainline d tape to mainline mew 10' 0.0. 10 Flush mainline before t 11 g valves. Flush zone lines before installing I. Teat entire y l before backfilling t h 11 Kieetrie Valves d Backflow prevention bly to be placed in,below grade ahc hoses and installed In shrub bed Verify that valve boxes are not placed where plant materials are th installed. P d I ig under all p d rf 12 Provide full coverage to all shrub b d Install dd li nal irrigation heads essary to achieve full coverage and water to all 11 1 gs 13. 120 AC Electrical polier source at controller location h ll be provided by others. The Irrigation contractor shall make the final connection from the electrical source to the controller. Controller to he hard wired per local electrical code. 14. All irrigation heads to be installed perpendicular to finish grade unless otherwise specified. "Vintermag the system: Tlie witgatton contractor shall install a manual drain salvo assembly. Draining the Ill shall be accomplished by introducing compressed air into the system through the quick pI he at the point of connection. 16. Demonstrate working system to budding maintenance manager upon completion and rcpt 17. Locate all utilities before digging Call, (800)424 -5555. 18. Install Irrigation system accordance with all applicable codes and ordinances. 19. Mount Rain Sensor near lop of budding Place In approved location with Landscape Architect. 20, From controller install one spare yellow wire to each valve box. 21. Contractor to provide reproducible mylar As -built drawings to Landscape Architect prior to close-out ofjob. 22. Electrical control wires to be spliced in control bows only. .r191 14,11v1P•ft, f \3IV 9h _ -pr.v er �Z1 Po s 40,6, xl NI rit I1B L Kw1 Yx7 17./4. ',AH11.A447 rW'H quid - These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designee Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmiital of revised drawings for subsequent approval. Final acceptance is subject to field inspection by the Public Works utilitle ins actor. Date: (,/,/40,6 By: 5 Lauchlin R. Bethune Associates • Landscape Architects & Environmental Planners, ASLA 11322 Southeast 2181h Pince rl,"= (206) 859 -1789 Kent, Washington 98031 -1310 fo,o ,6 (206) 859 -8185 LANDSCAPE IRRIGATION PLAN. O RECEIVED NPR 291996 TUC KWILA s PUBLI Woa NORTH 20' ,;,.. ,,,„, ,=,.. ,,,, n° z'nnn >' E. non 0 CRY OF 1UIIWILA APPROVED JUN 181996 AS N01ED BUILDING DIVISION Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE I � r/ � I �rin131/ T8L a.,Neg, -1/17r /` 4, 4/19/96 4/25/40 LANDSCAPE: IRRIGATION PLAN WASHINGTON TV O. 011 I/O" JOB NO.: 95024 SHEET NO OF:12 t L- _2i DATE: 11 -13 -95 DRAWN: L.R.B. CHECK: io' 14 r( rllcAt, coa. y, 'TERIAL LEGEND= LANDSCAPE PLANTING NOTES • end alder mulch Aim Cedar Grove Comport to all planting beds. A NOTE: PIPE UNDER PARSING L0TS AND ,SIDEWALN5 SHALL .86 SLEEVED - w VIWMiag Cherry Pnr."- aarWd'"Ammogo0m" Bed Maplo ,4STnbnrm Bowkdl" , fimdsldaga mendeii f!**.: "Y..9° F7 as "_.. iSH GRADE. P LardriapeArektrea. CATION CONTROLLER DETAIL 2 SANG OR ROOK-'FREE SOIL AROUND ALL> PIPE MAIN" PVC LINE r ® I TAPE' W 1RE5 Tb ;SIDE • of -MAIN LINE AT - TRENCH °SECTION DETAIL r . 2" 0L/B &B, matched ..16' branch 2" eaL/B &B, matched kr 6' branch , matched w/6' branch .y Amine 4 " pots ® it" he. 2 goUeont 2 PUPSIL Slo 2 gaVamt" 2 VUcoit 2 gaUedat. 2 galJSOet 1 galJCaat 5 gal./todL ealebea' 2 p1. cA1 T bgt/D&B g.pVCaaL -: 5 gat1rPit 5 pUrnit 4 h JB &I teked. 41" ^ h1 t/B &B 111P/ ISIg"lraat 5 IPL/Urant SpLCant - fide rainimum l ^den ai,,be a d iaur.be4 way topoil ilh 11,000( MN topsoil-and i 010,00 i lawn areas ilh minimum 6" depth 3-waytopsoil In all shrub beds. Amend 3- pth 'Steeroo" sell amendment from Pacific 'Vostok Stanfill mil amendd,eot PNvId o.e (1) year warranty for all plant materials and workmanship. Serflike all plantings with "Agriform" plant tabs. 10.1.113 per tree, 2 per shrub and 1 per ground cover. PH all planting beds to within 1" of top of all curbs and walks. Bents all planting beds to drain. 1ncale, protect and avant dleroption of all bo 004 below g ede utilitiee and Bile features prior N eomlfncl1on. COgiroelorie roeponsiblefor any remlling damages duringcomtmcl100 7. All work perfontied shall conform with the City of TLlwila, Washington landscape and Irrigation requirements, codes end specification. Nefer io LPN Architects Site Plan for.. approximate location of any site features foiled in the Held hnt not represented on there plans. Verity any discrepancies with Landscape Architect. 'perify hl2eptanrities shoWn on the plant list and plans. lf discrepancies exist between the graphic ropresentation and the numeric totals, the graphic representation shall rule 10. All plant materiels tbe specimen quality with full, ym trical trunk and foliage, I th I ted. 11. Ariand h d lecbe ga m e a l n a r P rove ul Pro a b2 b g p p bewee0lawe and ehruhhed,. See Inigal1on Piam 12. Rough seed detention pond and bio-allralion ,wale per Civil Engineer, POP -UP SPRAY MEAD ' SOIEOULE 00 PVC > .` NIPPLES 8" MINIMUM NOT TO EXCEED' 45" ANOLE PVC LATERAL UNE TOP aF, HE40'fLUSi4 WITH FINISH`GRADE',: 1 gal/caskk at 10" 0e w /tdang1Mr spacing 1 LW- 36 ^'m /Iriaegularapming °, G 6.1.a118".aew /U g.I '!pndng pall at 2.4 ac ry /Mangler. ;.eg • CURB..WALA -0R' M0* STRIP 3 ", SCHEDULE. NIPPLE MAIN LINE III =11E11117-7—" 1 Ut _ 2' CLA55 200; PVC 51.061!6 1 yr E;FD .11s(G IiE TAIL; ( 610006 I- rani RI 1 .0 FINI511 9RAp6 '! 'Qr i {�• I Iii 91 �' (4s. MUW{tarnx 1 `'t 10111)/ III Ih iilROl PINISII PAGE , 31 �1 , Rwno.�€eurcuP{ u 1 II �r ILL wavHH�E 1 lawv� LI �O I:IF� MIIX.. lz'M#'FFR:: ax va7.t.W.L G MT:Tak md'+jIIY. 4U6GFME'l SFIRIJB PLANTING' DETAIL ,1 tCONIFERTREE PLANTING DETAIL W4 80 ?Ix., NIPPLE- MIN. NOT TQ EXCEED arAANol..s PVyyCtLATERAL UNE qf, (3) MARLEX STREET ELLS TURF HEAD, ADJACENT TO PAVING DETAIL I'I'(rl 3/4" ,SCHEDULE 'm _ 80 ELBOW AND /teg NIPPLES %REM& il' MARLEX•'SYREF ELL 3/4" BRASS BALL VALVE WITH 'T'- 1 CU PT PEA HANDLE - LOCATE -III f II GRAVEL SUMP; AT LOW POINTS 15744 , 1 - Il III — IN UNE • I" III� MANUAL:DRAIN VALVE °D ET, AIL ' y e 0 hnl pL11W11! Itllll47111 tit i(916 ft sB rwllm -0 4701+4 66 I.bf6bI'L)4h1 e alb! ✓SPIHe �I PINKI-1 6PPGE,..095P= 56 OPRSrGIIrh MU101 2" MUw1111''0'PvR .06rr6..) 01+0.11 +910+4 (M�1%E¢ off MIK' T816 06666008 GROUND: COVER PLANTING. DETAIL-, , Lauchlin R. Bethune Associatgs, .. Landscape Architects & Environmental Planners, AS /.A' 11322 Southeast 218th Place phone: (206) 859 -1789 Kent, Washington 98031 -1310 PM (206) 859.8189 1 A L�� - r l- r,„,) Zn 1....1 1. _< I `/ il =i u o I, 090 Of TUIIWILA APPROVED JUN 1 81990 AS NOTED WILDING DIVISION Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE ... .. % ,t, 5. - /1 o/9 . 4/ZS/g6 LANDSCtAAAE AND GHEiga .01 STATE WASHINGTON REGISTERED ....L!,,, P r 1V4 G 017 v CE'. A .•0.'462 /8" JOB NO.: 95024 SHEET NO OF:-; L -3 I DATE: 11 -13 -95 DRAWN: L.R.B. CHECK: 10'- 6.1/2" ®TRASH N.T.S. 1 2" rh © RV / SIGN W/ INTERNATIONAL SYMBOL OF ACCESS r LINE OF6" CONC. CURB 1 I 1 •` ___ CITY OF TUI(WIIA APPROVED JUN 1 8 10960 AS ND1ED.1 BUILDING DIVIOION 1T -6 1/2" ®RECYCLE N.T.S. CONC PANEL (TYP) ttai, 5 -I 4" THICK CONC. SLAB - _ BLDG PERMIT SUBM. ' O THREE CUBIC YARD D PSTER (N. ) EXTEND TO ASPHALT CONC EXTEND PAVING, MATCH ELEVATION. b 4 -19 -96 1 N °�i .,KONG. SLAB ^1+ • \ ak ,;- %IP L CONC. CURB AT LANDSCAPING STRIP, SEE SITE PLAN. 3/8" STEEL PLATE W/ HOLES FOR CANE BOLTS, EMBED IN CONC. S1AB. W 1/2 DIA. NELSON STUD 0 EA. SIDE z `.7 265 �, o m PAINTED f WALKWAY ! PAINTED I 1 PARKING STRIPES, TYP. grerE p[we rpx �� 0 K � SITE PLAN SITE DETAILS File: 95024 \ESA1 1/8" JOB NO.: 95024 INTERNATIONAL SYMBOL OF ACCESS up DATE: 340.95 DRAWN: GID CHECK: 51ST AVENUE SOUTH I a - - - . \ 1 5' ® CAR 8' -0' J. PAVEMENT -' , -------- --------- ----- --- - - ---- j/ C " + '.' . -"--- ---- '� �g - 8' @ VAN CAR OR VAN STALL hhtb / 4:z...: 5 * i $ ��- li Ir1 i " `ro■ ,' 1 TRASH ENCLOSURE 1/4" 6 HANDICAP STALL PLAN 1/4" 2 NOTE: 1. CONC. PANELS, STEEL ANGLE JOINT SMOOTH 3/8" x 2" �3I IMP.' LV �IllIIiiOiIIIIijIIIiff PAINT PER FRAME, GRIND STEEL STIFFENER . SPEC. (TYP) WELD BAR ` 5 1/2" 6" HIG C NC. CURB �IYP� SEE SITE PLAN. 1' -0' PREWNISHED HANDICAP SIGN PER RCW 70.92.120 USE STAINLESS STEEL - BOLTS AND WASHERS bt � • # j _ PYLON SIGN / 441 ESA- 100SL -PS .• / III Ni, ( mwr ∎∎ 1 q n' �. ; I� 11 • • J ap w H E Z U _ � INSTALL "VAN ACCESSIBLE" _ -- SIGN r ". r,c SIGN PER RCW 70.92.120 LOCATE AT HCP VAN STALL, SEE SITE PLAN " "^ 1 - II I III Ii��oI• II �I'I�I i'�r+— err+ r�r� `.= 2 1/2" DIAMETER UPRIGHT STEEL IN CONCRETE. EXPOSED END PIPE, PALM LANDSCAPE PIPE lll` SEAL OF PER SPEC. :� / ` �` °♦ ��� moil � � S_r p�( i^j�1' °1'i� l � I y O TYPICAL \.,.. ! ' ° •• -� • / STEEL SEE STRUCTURAL DWGS. BOLTS FOR CONC. WALLS TOP OF PLATE W/ HOLES EMBED M CONC. CONC. FLOOR FOR CANE SLAB. SLAB & _I N ;� I 1_1 i 11E-111 - — =I I L-- 11= I_1 I/ •1 — _ _ — �\ p° � �� a" >5 �i1111' o . 1 a DETAILS. PAINT PER SPEC, A.C. PAVING 2. PAINT DOORS PER SPEC. — 18" CONCRETE I Ir - - -� I' EXISTING BUILDING i NEV SIDEWALK LOCATION &LIGHT \ Exr \ iz °aE. "` ". "" _ �� _III— T =1 11= III —i i . FOOTING TRASH ENCL. ELEV. 1/4" 7 HANDICAP SIGN 1/2" 3 A G ( \ / \ 1 ti "' _ U .Z ° i I EXISTING BDILOING�_ ` EXISTING CURB CUT TOP OF CONC. PANEL BEYOND 3 1/2" 3 1/2" 3 8" GALV. 5'o xl/4 1Nx.cuRANREO h --,r =' 1 �� . x x STEEL ANGLE FRAME A�L AROUND PAINT TO MATCH METAL AROUND, 3" DEEP 18 GA. GALV. METAL STEEL ANGLE FRAME / WELD 1 2" DIA. BAR ON ANGLE FOR CANE BOLT REST PIPE GUARD, CONCRETE F LLED. PANT W/2 Cams OF HIGHWAY yam nN. SURFACE WELD COLLAR TO CANE BOLT BTWN. GUIDES COLLAR IS TO PREVENT CANE BOLT FROM BEING --III REMOVED A.C. PAVING •� I I , i = :l IIII� III— II _11 3/8" x 2" STEEL STIFFENER BAR WELDED TO ANGLE FRAME • PI EMBEDDED STEEL PLATE W/ HOLES FOR CANE BOLTS CONC. SLAB SLOPED TO CONC. FOOTING e - -t � '.�• ( \ r. / ( \ J — — \ 1 LI NOTE - FOR REFERENCE ONLY, SEE CIVIL DRAWINGS & ARCHITECTURAL SITE PLAN FOR DETAIL. ibqb,.....0675 id ou. I- dq d 4 d I d d B d TRASH DR. SECTION 3" 8 PIPE BOLLARD 1 1/2" 4 D - D pp_ CONC. PANEL, PAINT PER SPEC. 3" x 3 1/2" x 2"4" GALV. STEEL ANGLE N MATCH FULL GATE HEIGHT, 0.0., , ' DIA. X 3' LONG NELSON STUDS WELD AT 1' -0" O.C., PAINT TO MATCH CONCRETE WALLS. AROUND, x 21/2" x 3/8" GALV. STEEL ANGLE FRAME ALL ARUOUND, PAINT TO MATCH METAL PANEL 3/8" x 2" CROSS BAR STIFFENER WELDED TO STEEL ANGLE FRAME. GALV. ORLEQUAL�SPAIIJT PER SPE6S,3N, 3" DEEP, 4" z 8" x 3/8" STEEL PLATE W/ HOLES FOR CANE BOLTS EMBED IN CONC. SLAB WITH STUDS. 7 I I/ [ILA 1.1: Hares I HIGHWAY PANTED (TWO GOATS) 2. RACxc6ouND PANTFD BLUE gEOVAL TO COLOR 3. 31ASGAES J' --2 d SQUARE : - -.. •• I V. _\ 63RD AVENUE SOUTH EXISTING WALK - CANE BOLTS A LOWER FRAME, TO SECURE 1/4" PLATE TO ANGLE N HEAVY 601 -8, ORSEQUAL, WELD TO - FRAME STEEL DOOR, NORTH TRASH JAMB DETAIL 3" 9 H.C. SYMBOL 1' 5 SITE LIGHTING PLAN 40' 1 n° Z IAA mg mg o co � Cc CITY OF TUI(WIIA APPROVED JUN 1 8 10960 AS ND1ED.1 BUILDING DIVIOION Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4 -15 -96 4 -19 -96 265 WELT grerE p[we rpx SITE PLAN SITE DETAILS File: 95024 \ESA1 1/8" JOB NO.: 95024 SHEET NO OF:I = A -1 DATE: 340.95 DRAWN: GID CHECK: 18' OAK 122 120 o o p o 2 (15' % % ) / / FETL 24' / / / / / \' RAT /AIIEF // / 1� RETAINED S 00.42'0 W 74.73' / 1.79' EXISTING F.H. 8 WATER CD 12' HEMLOCK 1ETAINED BLOCK RETAINING ___WALL SYSTEM _\ N \ 51ST AVENUE SOUTH 2z C \ �8 § j,54 34' W 259.39' - ' f ELECTRICAL ■ COMMUNICATION \ EASEMENT CONDENGER GAS METER TRANS 10' X 32' LOADING ORMER Air (.77-7;-\"\ l� I I I / / / l ; 1 � I 1 111 )/ I l / X / /\ ` /�4 I I t i l ■ ((/ / i l)l � I l l// l p7��m0 6' N b ,b ro W 0 1 1P J),� \ , to ))Irj))) 17( \ N (I((\\\\\\ 1\ \ ` \/\ \\ \\\ `\ \ \� 1 I�' II 221' yam_ 1 1 l 1 I I\\ P 1 1 \ L, - CONC.1 HANDI AP RA'1 \ I \-` --L 112 1-AX. SL PE I \-1 J. \ 221' / , BR0011 FINI'.XU- , '_ \\\ \ AREA TR ES TO BE \ REM ED SEE LAND APE PLAN BENCH' ) TRASH / / 5' -6° ,11' of 60 6 RECYCLE 99 r X 18'I -0 1 4 BLOCK R T'IN NG I WALL S IST'G \ \ DOCbukT \ RETAIN D \_ B�.ICK lE_Ti;INING11 r LL SM EST. 8' WATER LINE - �I/ i$E RELOCATED V 116 -- �I- -1 -- 114 ��► �I�_— li2 _ / - ■■ �V�14jd� CREEK LINE - TAININ0 WALL \\ \EXISTING r - - -- __1 \\ \\\\'\1We TERLINE \\ \\ E,A ENT \ \bss \ED/FC�NE \ \ &'90XISTIL, 8E RAISED BLACK METAL ADDRESS NOS 8' HIGH @ NORTH PIER ONLY CONFIRM W/ ESA CONST. MANAGER E.I.F.S. OVER 5/8' EXT GYPSUM SHEATHING OVER 2 X 4 FRAMING REINF. GONG, SIGN BASE �6 \ \ \N 1 \ � VERIFY // E,J 10 _102' EXIST NG PRIVATE DRIVE RETAIN SYSTEM STORM DRq,,�TNAGE \ SEE CIVRL 323.69' EXISTING BUILDING NOTES: 1. PARKING LOT LIGHTING STANDARDS LIMITED TO 20' IN HIGHT 2. SURVEY DATA PREPARED BY TRIAD ASSOCIATES DATED SEPTEMBER 09, 1991 FOR EASEMENTS AND BOUNDARY INFORMATION PERTAINING TO THIS SITE. UPDATED PRELIMINARY SURVEY DATA PREPARED BY BARGHAUSEN ENGINEERS.. JUNE 22, 1995 12 PI1AARKING STALLS EASMEN FOR ESA. PARCEL / 1 \ 96 - STALLS (+ 6 STALLS SERVICE / OFFICE) ® 1 PER. UNIT -1,980 S.F. @ 2.5 / 1,000 PARKING +102 STALLS - WITH 12 STALL EASMENT REGULAR 72 STALLS 9' X 19'(2FT. OVERHANG) COMPACT 24 STALLS 8' X 16' H.C. 5 STALLS 13' X 20' LOADING 1 STALL 10' X 32' BUILDING AREA 1ST FLOOR 2ND FLOOR 3RD FLOOR TOTAL: 9,724 9,724 9,724 29,172 S.F. S.F. S.F. S.F. b-- ber5 SITE AREA 87,976 S.F. - 2.01 ACRE IMPERVIOUS AREA PERVIOUS AREA NATURAL AREA UNTOUCHED ± 52,424 S.F. - 60% ± 35,552 S.F.- 40% ± 15,732 S.F. SITE PLAN PRESERVED TREES SOUTHCENTER BLVD NORTH 20' 1 1 6, \ ie.4 /ES' Z LW . o �n u o n n 6' CITY OF TUKWILA APPROVED JUN 1 8 1996 pp AS NOTED, BUILDING MASON - Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4 -15 -96 2LPCT.PEPr RESU6Mrr 4 -25 -qG 'r'STER[e = �, 'I {Ilk0f STATE Of 0 ;,,,, EON SITE File: 1 /8" X11 PLAN 95024 \ESA2 JOB NO.: 85024 SHEET NO OF:15 A -2 DATE: 3-20-96 DRAWN: GID CHECK: 13' -1 3/4" 13' -0" 13' -0' 13' -0" 13' -0" 242' -3 1/2" 12'- 10.1/4 / 13' -1 3/4" 13' -0" 13' -0" 13' -0' -5 3/4" 6' -41/2" - - 0 X 3 LOADING ALLARDS NOF0: ALL Ly UE5T' Rooms ARE IIJDIVID UALL( PRAFT5T0PPO IN 07,000.'0 PAR-1,6 ALL 4 S EXTERI02 WA 5, PEA 116470@, 3,I. F,2, Tj'P. 13' -0" 13' -0" ENLAR CORE LANDSC PRAFTSTOPe EXIT BALGONY • FIT ABOVE. z." LYVWD OAT. SIDE FLR, JoieTS PET? U15G 7001. 3,1.13, TYg B Lac -5-.0 R. SER LANDSCAPE GAS METER ESCAPE 1 103 1 1 107 1 112311 1125) E 1 131 1 1117C 1 1 106 1 A 1 114 1 124 1 A 1 126 1 1 128 A 132 1 LANDSCAPE LANDSCAPE LANDSCAPE LINE OF FLOORS ABOVE WALL SYSTEM TYP. •: 'TRASH CAN 001 '2GUARD RAIL ON C.I.P. RAMP RETAINING WALL 1 %242 HAjJD12AlL 2034' ABOVE RAMP LANDSCAPE CITY OF TUKWILA PPPROV €0 JUN 1 8 1996 AS NOTED ,I BUILDING OIV131 Architecture and Planning AWNING ABOVE 0.5.0,I. NORTH 93 /P 6 J/6 1' -I 6 7 i N. 2 -WAY COMMUNICATION SYSTEM. 1' -6 aR 1' -6 GR MIC. H S INSTRUCTIONS WATER PROOF. 6509663145 6" A N007665� GRAPHICS 141.4 & 1 & ILLUMINATION. PER UBC 1 . N.W. 4 1104.2.5 42" HICHRAIL NOTE 0 St. N STARS ONLY GUARD Smog Fi 0:� � EX STUD WALL WITH E.I.F.S. EACH SIDE STUCCO BAND (SWIDE) 1 1/2' DRAM. WALL -MTD. ■_ HANDRAIL EACH SIDE (SEE DETAIL 15 /A8) 'I _ MC 12x10 0 IANUING ����� _ I ® I F.O.S EVACUATION REFUGE AREA ( 1 WHEEL CHAR SHOWN ) 1104.21 EXCEPNON EVACUATION REFUGE AREA ( 1 WHEEL CHAIR SHOWN ) 1104.2.2 EXCEPTION 1.4.0 s. E. 4N.W sT 2 -WAY NIC. / GRAPHIC PER UB NOTE, 0 S.E. & NW STAIRS ONLY • SL NN SINS, 0 SE - 0N. Alf6 E III =1' !- mIi- 54200 COMMUNICATION 5YSIEM Ij amillirieWl SPFAKf WATER PROOF. ryL,y p,W 10 W� �.I �p�1 S INSTRUCTIONS ILLUMINATION. M. 1/ C 1104.2.4 & 1104.2.5 MI. al _. ... . i.ti OF STUD WALL IIE,E. 91/1' 216 F.O.S. ALL RAIL • SEE DETAIL 2/012. ALL RAIL 'SEE 000817, 2/Al2 E.I.F.0. CAP Num �s 1= SHOO e aNy�� w T -73/4 '. ® .-10"325 �,I,2�. -.. gm= 6 -6 94X.501 NW ?TI �. STAIR CO 3ND FLR. 1/4" STAIR: @ 2ND FLR. 1/4" 1ST.' FLR., STAIR 2' -7 3/6 1/4 "1 4 O 2x6 WOOD STUDS • 160.0. W/ (1)LAYER 5/6 TYPE 'X' GYP. BD. EA SIDE 2x6 WOOD STUDS 0 180.C. W/ (1)LAYER 5/6 TYPE 'X' GYP. 80. EA. SIDE W/ SOUND BATTS 2x8 WOOD STUDS 0 24'0.0. W/ (1)LAYER 5/6 TYPE 'X' GYP, B0. EA SIDE O 2.4 WOOD SUDS • 160.0. W/ mum 5/6 TYPE 'X' GIP. 00. EA 510E W/ RESIDENT METAL CH401. ONE SIDE W / SOUND BATTS, • 2x4 WOOD STUDS 0 160.C. W/ (1)LAYER 5/6 TYPE 'X' GYP. B0 EA SIOE W/ SOUND BATTS. 244 WOOD STUDS 0 24 "0.C, W/ (1)LAYER 5/4 TYPE 'X' GYP. BD EA. SIDE O 244 WOOD STUDS • 160.0. W/ (1)UAYER 5/6 TYPE 'X' GYP. BD. OVER RESIDENT METAL CHANNEL ONE SIDE W/ (1)IAYER 5/6 TYPE 'K GYP BD. OVER PLYWOOD ON OTHER SIDE W/ SOUND BATTS. O 246 W002 STUDS 0 160.C. W/ (1)7YFR 5/8 TYPE 'X' GYP. BD. INTERIOR SIDE & 1 1/2' 2.0F.5. OVER 5/6 EXT. GYP. SHEATHING EXTERIOR SIDE & W/ BATT INSULATION 2x4 WOOD STUDS 0 180.C. W/' (1)LAYER 5/4 TYPE 'X' GYP. BD. INTERIOR SIDE & 1 1/7 E.I.F.S. OVER 5/6 EAT. GYP. SHEATHING EXTERIOR SIDE & W/ GATT INSULATION 2x4 WOOD STUDS 0 160.0.. W/ (0)LAYER 5/6 TYPE "K GYP. 130. INTERIOR SIDE & 1 1/2" 0105 OVER 5/6 EAT. GYP. SHEATHING OVER PLYWOOD EXTERIOR SIDE & BATT INSUTATION • 2x8 WOOD STUDS • 160.0. W/ (7)LAYER 5/6 TYPE 'K GYP. BD. OVER RESIDENT METAL CHANNEL ONE SIDE W/ (7)LAYER 5/6 TYPE 'K GYP -BD. OVER PLYWOOD ON OTHER SIDE W/ SOUND BATTS. O246 W000 STUDS • 160.0, W/ 1 1/7 ELF.S. OVER MUTTER 5/6 EXT. GYP. SHEATHING O 244 WOOD STUDS 0 700,0 w/ 1 7/2" E1.F.5. OVER (1)LAYER 5/6 UT. GYP. SHEATHING 1ST FLOOR PLAN 11/8" NOTE: 1. CONCRETE FLOOR SUB SH/ll BE BROOM FINISHED ON WAll(5 BALCONIES AND BREEZEWAYS. CONCRETE INSIDE BUILDING AREAS SHALL BE SMOOTH TROWEL FINISH. 2. DUCTS PENETRATE THESE SPACES AS PER CODE. THESE AREAS ARE INDICATED WITH ROOM NUMBERS 121,221, & 321. 3. CONTRACTOR SHALL FURNISH DUMPSORS FOR ALL REFUSE HEM INCLUDING ALL CONTRACTORS, SUB-CONTRACTORS, OWNERS, VENDORS, & OWNER'S VENDORS. 4. CONTRACTOR SHALL USE SCREWS IN GIP. BD, DRYWALL PER MFGR5 SPECS 5. NB TO BE CALKED AT 1010 AND ELECTRICAL BOXES ESA CONST. MGR. 10 WSUALY INSPECT BEFORE COVER -UP. 1 NO Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 DESCRIPTION BLDG PERMIT SUB ❑1 (0S, NOTE) NGNNJNE DRAINUNE. TO RETENTION POND, SEE CML 1WA{L, SCONCE CENTERED BE7WEEN UNIT DOORS - SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS, DETAILS, AND QUANTITY. Q No'3 MSED. Q.' 47 T,U01E0 Q REG{U2REMEIJ7s FOR'HEARMCj IMPAI7ED E�AQ2UI0PEO_ Zoom.; SF-E. EMLARGEP.R.oaM PLASJ' 4 /A -7 DATE 3 -20 -96 4 -11 -96 4 -19 -96 14.25-44 8.. STUCCO SUlefi FlRSF 5 U ABOVE FINISH FLOOR OCFNEKIFAIOR A'ALS ATETIC ALL 0DORS. TYPICAL 7. SEE SSPPEECCIFIGSONS FOR THE REQUIRED SHOP DRAWINGS. II pRI'! 8. WAll ANDOON *5113 A BREQ24 040 AOO8OSH 11 4057 RESIUEM 073880 S ON BOTH 747E INTERIOR SIDES OF RS WALLS. (TYPICAL). 9. EACH PARTY WALL SHALL HAVE BATT INSULATION FROM FLOOR TO FLOOR. (IYP.) FIRE BLOCKING 0 CEILING P017 UK 708.2 10. CONTRACTOR SHALL TURN OVER OFFICE AND UUNDRT AREA TO OWNER 10 DAYS PRIOR TO COMPETION DATE IN CONTRACT. AREA SHALL BE PUNCHED OUT BY OCMpNRRERR'A'SS0TT�� REPRESENTATIVE E� PRIOR S�TD TUTUppRRUNNIING AREA 2OVER THp ACCESS I7. LOCA800R10NS WRHE�UTAN9INGBORAWINGPSCSEE DETNLAI /ABp 0 Ca NOCWRDIHI72 SEE ROOF PLAN FOR OUARTI'I. 12. HEARING IMPAIRED ROOM INDICATED ON PLAN W/ 0038OL- 73. ELECTRICAL RESISTANCE HEAT 10 NOT ALLOWED 14. 2,1120 5.1ZI- 3098008/S.F 00R53 71 &,RAZING U -VALUE (� 12. HANDICAP ROOM'S INDICATED ON PUN W/ SYMBOL -I5 1ST FLOOR - SITE ENLARGED STAIR PLAN KEYNOTES NOTES File: 95024 \05A3 JOB NO.: 96024 DATE: 4 -03 -99 DRAWN: GM CHECK: SHEET NO OF:15' IT 0 MN •11• �w.� •11 I,y J4: 1! 'ME INN to mill Ideal rm s•umdI lam NM Mal ireriME Simmom •1 1• •11 •1 1 iM M.RI 'CAME EVACUATION REFUGE AREA (1 WHEEL CHAIR SHOWN) @ S.E. & N.W. STAIR LOCATIONS ( ) el A 1F1 - -= A Ell D ® gli qiP E ° A 1 323 ® ola A 1 325 1 A 1 331 1 A 1 333 1 s A 1 327 1 A 1 329 1 ( )MI61 I )( ) ( 1 1. wiz o[1 •11• .1 jo oC1wiz I9 �.±YI� • �IG llEJrammilIQ- =`- -li6mp= `- - -- ;, • =am Mal 9' telMI t]'e; -- • MI_ - aJ • • 'ate - ram • • 'Q El I1 Cpl •1 -- 000 - - ( / - COO COO 1 ) ( 1 [IIIC NO ® A O CI A® A •— Hi r=1 A O 1 324 1 SMO A O rilEl A O A O [ 326 1 1 326 1 A 0- 1 530 1 A O 1 332 1 -_ . I1 1YP DPP. LINE OF ROOF ABOVE, TYPICAL j ON C J TYP, 3RD FLOOR PLAN Alb NORTH 1/8"1 iii 596--Dos EVACUATION REFUGE AREA ( 1 WHEEL CHAIR SHOWN ) 1104.2.2 EXCEPTION 2 -WAY CDMMUNIC4110 RIC / SPEAKER WA GRAPHICS INSTRUCTION PER UBC 1104.2.4 & NOTE 0 S.E. & N.W. STARS 62/8 WSE49159 7 f_1 W 5E lKt SIMS 42'7 NIGHRAIL GUARD ITill I' mill I —I 2X STUD WALL WITH TEA PROOF, 'F60 8 m•I S & ILLUMIMRON. I 211=1.E7 STUCCO BAND OWE) 11042:5 110422NLY 1 1 /2"OW0 WALL -MTD. �ml ill HANDRAIL 00001 EACH SIBS (SEE RETAIL 15/PR.1) MC 12x10.6' 0 LANDING 93/( RR TO 4 4 esE..4 N. W. sTRS, 30, SEE 1ST FLOOR STAIR PLAN 4 / A -3 STAIR; @. 3ND FLR: 114" 2x6 WOOD STUDS 0 140.C. W/ (1)LAYER 5/6 TYPE '%' GYP. BD. EA SIDE 2x6 WOOD STUDS 0 1E0.C. W/ (1)LAYER 5/8' TYPE 'X' GYP. BD. FA SIDE W/ SOUND BATTS 2x6 WOOD STUDS 0 240.0. W/ (T)LAYER 5/6 TYPE 'X' GYP. BD. EA SIDE 2x4 WOOD STUDS 0 160.0. W/ (1)LAYER 5/6 TYPE 'X' GYP. BD. EA S10E W/ RESILIENT METAL CHANEL ONE S1DE W/ SOUND BATTS. 214 WOOD STUDS 0 140.0. W/. (1)MR 0/4 TYPE X' GYP. BD. EA S10E W/ SOUND BATTS. 2x4 WOOD STUDS 0 240.C. W/ Mums 5/6 TYPE 'X' GYP. BD. EA SIOE 214 WOOD STUDS 0 190.C. W/ (1)LATER 5/6 TYPE GYP. BD. OVER RESIUENT METAL CHANNEL ONE SIDE W/ (1)LAYER 5/6 TYPE 1C GYP BD. OVER PLYWOOD ON OTHER SIDE W/ SOUND BATTS. 2x6 WOOD STUDS 0 160.0. W/ (1)LAYER 0 /4 -TYPE 'X' GYP. BD. INTERIOR SIDE & 1 1/7 E.I.20.0. OVER 5/9 EXT. GYP. %TEAMING EXTERIOR SIDE & W/ BATT INSULATION IN WOOD STUDS 0 160.0. W/ (8)LAYER 0/9 TYPE 'X' GYP. BD. INTERIOR SIDE & 1 I/7 EI.20.S. OVER 5/6 2X1. GYP. SHEATHING' EXTERIOR SIDE & W/ BATT INSULATION 2x4 WOOD STUDS 0 190.C, W/ (1)AYER 5/6 TYPE "K GYP, BD. INTERIOR SIDE & 1 1/7 EFS OVpt 5/6 EXT. GYP.. SHEATHING OVER PLYWOOD EXTERIOR SIDE & 8471 INSULATION. 246 WOOD STUDS 0 180.0. W/ (1)LAYER 5/6 TYPE "X' GYP. BD. OVER RESIUENT METAL CHANNEL ONE SIDE W/ (1)I8YER 5/4 TYP6 "k GYP BD, OVER PLYWOOD ON OTHER SIDE W/ SOUND BATTS 2x6 WOOD STUDS, • 160.0: 8/ 1 1/7 ET ES. OVER (1)LAYER 5/6 EXT. GYP. SHEATHING 4 WOOD STUDS 0 160.0. W/ 1 1/7 E.I20,0, OVER (1)LAYER 5/8 EXT: GYP. SHEATHING Q (DS, NOTE). 110HRINE DRAT/LINE TO RETENTON POND, SEE CML Ej WALL SCONCE CENTERED BETWEEN UNIT COORS - SEE ELECTRICAL DRAWINGS 1104 'SPECIF1CA710NS, DETAILS, AND WARTY. ® °X482110, PIRE•RATE0 DOOR i4EF1E1-TT( WITHIN. 20 FEET OF EVAWAT /ON REFUGE AREA.. "144 HO- UR.FIPoE-RATE20 V/IITTPOW A55EM0Lj'. W1T418) -. 20 FEE, T,OF EVAGUATIQ8L P-EFU4R.. AZEA.. KEY NOTES. NOTE: i CONCRETE 9293 BREEZEWAYS. 00401ETEMINSIDEHBUILDING WALKS, SHALL BE SMOOTH TROWEL FINISH. 2. DUGS PENETRATE THESE SPACES AS PER CODE. THESE AREAS ARE INDICATED WITH ROOM NUMBERS 121,221, & 321. 3. COMPACTOR SHALL FURNISH DUMPSTERS FOR ALL REFUSE REM INCLUDING All CONTRACTORS, SUB - CONTRACTORS, OWNERS, VENDORS, & OWNER'S VENDORS. 4. 009/84704 SHALL USE SCREWS IN GYP. BD. DRYWALL PER MFGR'S SPECS. 5. GWB TO BE CALKED AT 101NIS AND ELECTRICAL BOXES ESA CORST. MGR. TO 8BUALY INSPECT BEFORE COVER -UP. 6. STUCCO S9RM FOR THE LFTI 5' DO ABFRE 11TH RFROFI OF DKTERIORWNALLS AEOC ALL FLOORS. TYPICAL 7. SEE SPECIFICATIONS FOR THE REWIRED. SHOP DRAWINGS. B. ALLA1L 0 ONSWA81Sl ATT BREREZEWAY800N ND ROOM SH EH4VE 4 SIUEM CCINNELS 0860111 THE 1NTERIOR SIDES OF RS WALLS. (TYPICAL). 9. EACH PARTY WALL SHALL HAVE WET INSULATION FROM FLOOR TO FLOOR. (TYP.) FIRE BLOCKING 0 CDUNO PER UBC 708.2 10. CONTRACTOR SHALL TURN OVER OFFICE AND LAUNDRY AREA TO OWNER 10 DAYS PRIOR TO COMPETON DATE IN CONTRACT. AREA SHALL BE PUNCHED OUT BY OWNER'S 48'460E6008A174OE� PRIOR TO 00444110 AREA OVER, g p� ��p p� 11. LOCATIONS 1178 P11468140 D924N19CDS 060 0EAEUL1 /A9 OEF A�VE.R CSETTE SEE ROOF PLAN FOR QUANTITY, 12 HEARING IMPAIRED ROOM INDICATED ON PLAN W/ SYMBOL -1i 13. ELECTRICAL RESISTANCE HEAT 18 NOT ALLOWED 14. TOTAL GLAZING AREA / FLOOR AREA 1,110 S.F. - 30,808 S.F.. 6.9 0 GLAZING U -VALUE NOTES VEY z Z 0 O cr w O2 Za } coQ Q Q J_LJJ Z I- = X CC 0 CITY OF TUKWILA APPROVED JUN 161999 AS NOTED BUILDING DI'J131CIN 1 Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4 -19 -96 q-zg CLGCT. DEPT RE5U6MIT. 16. :151!X28 1111120/ 3RD FLOOR PLAN & ENLARGED STAIR PLAN File: 95024 \ESA5 JOB NO.: 96024 SHEET NO OF:14 DATE: 4 -03.96 DRAWN: OID CHECK: A -5 1HIRn ara A THIRD R00R STORAGE SEGaee 3n ELECT. STdRACE �)y 5- 103/8'. CLEAR OPENING CIO THIRD FLOOR' SECOND 4100 STOCA 5' -ID 3/8' 1 CLEAR OPENING ELEY. L■ ■ SECOND FLOOR SHWASHER - 0.5.0.1. SOU) DIAGONAL AWL BASE BRACE, IYPICA. 1YPICAL R05E0 CONC. PAD VINYL BASE REF. SIRUCL DNG, SERVICE SINK MIRROR 30' X 34' 6' GRAB BAR b PROVIDE IN UURON NR AT EXP05E0 PIPING 6' VINYL BASE HOUSE LAUNDRY ELEV. 1/4'1 HOUSE LAUNDRY 1/4' HOUSE (HCP) TOILET 11/4" NOTE STORAGE SHELVING SHALL BE 4660 TYPE SHELVING TM. TN5TA11 & SUPPORT AS PER MFG.' SPECS 3/4' HOUSE LAUNDRY RAISED CONC. PAD REF. SIRUCT. DWG. /4" 3 I/O' STUDS 0 16' ON CTR W/ 5/8 GYP BD FINISHED BOTH SIDES OPEN 4NYL BASE TYP. LOBBY ELEVATION 6' -5 3/4" F.O., 6' -4 1/2 "'- F.O. FIRST FLOOR ELECT. 7' -8' CO fl PROVIDE 2 X 8 B)KO • +6' A.F.F. . ALL WA, 0 +2'- 0''AFF. ALL 0 3,6' 4.E, ALL PROVDE 2 X 8 60(G 0 +2' -0'. A. F. ALL 0 +4'- O'AFF.. ALL BU(G:,ON 60CE 7 O. O ELEVATOR EQUIPMENT ROOM 3 ffk ffY 90 8o 17' -109 1 A 4 "- • LlVtlffiY. _-1_J 1. n 1 J 0 ttala yFu LINZ MAINTININCE 010. EF. S1RUC 5' -11' C081110411061100 CO I 111 S%- 0075 BINIE ALL CABINETS & COUNTERTOPS EXCEPT BATH YAWN TOPS, SHALL BE BY OWNER. (0.5.0.1.) All REGD. BLOCKING IN WALLS BY GENERAL CONTRACTOR 1/4' O 296 WOOD SUDS 0 16' 0.C. W/ (1) LAYER 5/8' 18E 'X' GYP. B0. EA. SIDE O 296 WOW, STUDS 016' 0.C. 01 (1) LAYER 5/8' TYPE 'X' GIP. BD. EA 0DE W/ SOUND INSULARON 0 296 80000 STUDS 0 24' 0.5 W/ (1) LAYER 5/8' TYPE 'K GYP. BD. EA. SIDE O 294 MOD STUDS 016' CC, W/ (0) LAVER 5/8' 1054 8' GYP, BD. EA 0DE .0 294 WOW STUDS 016' 0.C. W/ (1) LAYER 5/8' TYPE 'X' GYP. BD. EA. SIDE W/ SOUND %SULA008 0 294 MOO STUDS 0 24' 0.0. W/ (1) LAYER 5/8' 5056 'X' GYP, BD. EA. 0DE 0 296 W000 STUDS 016' O.C. W/ (1) LAYER 5/8' TYPE 'X' GYP. B0. INTERIOR SIDE 0 1 1/2' 6.IF.0. OVER 5/6' GYP. SREAIHING 001.. SIDE & BATT INSUTATON 294 WOOD STUDS O SIDE & 11/2' 0.1.0.0.5 OVER 5 /a'(G )) O?, 0806// 14 NG EXT. 006 &0 BD. INTERIM BATTINSJLAIION 298 WOOD STUDS 0 16' 0.C. W/ 1 1/2' E.LF.0 OVER (1) LAYER 5/8' GYP. SHEARING 0 2944'0000 STUDSH016" 0.C. 0/ 1 1/2' E.I.0..0,, OVER (1) LAYER HING 1-HR.. SHAFT WALL ENCLOSURE W/ 11/2' EIFS OVER 6' CH. 0 16' 0O, W/ BATT INSUL O 1 714 SHAFT WALL W/ RE00ENT FURRING AT UNIT SIDE & SOUND ATIENUATON BATTS 0 1 HR WA1, 01H 8001.NT FURRING & SOUND ATIFNUARON BATT INSUL WALL TYPE LEGEND 1 • 0151WASHER (SEE EQUIPMENT SCHEC0UIE TS -3) 0 COUNTER 19' 0 9 4' W. 0 +2 -10' A.F.F. ❑3 1 HOUR FIRE RATED VERTICAL CHASE ® RAISED CONC. PAD SEE MECH & S1RUC. DNS FOR EXACT LWARONS COORDINATE ■1H WASHER INSTALLARON, SEE 8 /A -6. ❑5 FLOOR DRAIN - SEE PLUMBING © DRAIN TROUGH SEE STRUCT. AND PLUMBING DES. Q7 MOP & BROOM STORAGE RACK 8❑ SERVICE 946, SEE PLUMBING DINGS. Q FURNACE 111 +VAC UNIT, SEE 9/A -7 F04 TYP. 190118740 DETAILS. 1L STANLEY 007082 04TIN 8RA5S COAT HOOK MOUNTED 04 186 A11. CLEAR +0806004 RUNNER, 48' 1.042 12 SEMI- RECESSED PAPER TOWEL DISPENSER/MASH 460501ACIE 13 LOUVER. SEE MESH. FOR SPECS. FEE WEST 414080ON FOR PLACEMENT. 14 (NOT USED) IS DEPRESS CONCRETE SLAB AT SHOWER FLOOR. SEE DETAIL 5/A -7. 16 5 EA. 16' W. 1' -O' IN BETWEEN TYP, START AT 0' -0' A.F,F, 17 (NOT USED) 0 (NOT USED) iB (NOT USED) 20 (NOT USED) 21 (NOT USED) 22 (NOT USED) 23 SEE GENERAL NOES 2/8 -3, 2/8 -4, 2/A -5 FOR RESILIENT CHANNEL REOUIUREMEN15 AT ROOMS, 24 I HOUR RATED MECHANICAL CHASE. SEE SECR04 3/4 -10 CD DOOR SYMBOL - SEE DOOR SCHEDULE API BREEZEWAY PLANS 11/4" 11 9. OFFICE '/ LAUNDRY / MAIN. PLAN 1/4' KEY NOTES1 a .3.4)9n99499,99947+99.9 9N cti y. HnN.A9 1066. A. r x- +.m C D 0 o� C= 5' \:-..'.-,' v CITY OF TUKVILLA APPROVED JUN 181996 AS N01ED 'BUILDING 01583100 Architecture and Planning Royce A, Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4 -19 -96 0LDC5,17P-PT 12ESU0XM1T 4- 25 -44, 2658 DISIENDI 'I 1111:1' A '' WI ENLARGED OFFICE FLOOR PLANS & INTERIOR ELEV. File: 95024 \ESA6 1/4" JOB NO.: 96024 SHEET NO OF: A c I A-6 DATE: 340.96 DRAWN: OID CHECK: ROOM NO. ROOM NAME FLOOR C.SCI. BASE C.S.C.I. WALL CEILING TIER .. BARRIER FREE SIIOWER MODULE 1 CAULK W/ SIUCONE FIN. FLOOR N S E W MATERIAL TYPE HEIGHT IMNG AREAS 3 1 1 1 1 1 1 GYP BD SPRAYED 8' -O' . Tip;. ROOM FIXED SHOWER HEAD NOTE: THIS / 2,-T x -- KRCHNETTES 4 1 1 1 1 I 1 GYP BD SPRAYED 8' -B . TYp; ROOM �® �® II El ❑ ❑ 1'0 IS NOT GRAB BAR. x B4T15 4 1 3 3 3 3 2 GYP BO SPRAYED K.D. B' -B .Try';. ROOM II II HAND HEW SHOWER HOSE. WITH 6V (MIN.) �� WNW BATHS 4 13 3 3 3 2 GYP BD SPRAYED K.D. A' -T' . TYP. N.C. ROOM ®■ ■® ■ ®■® 1165 LOBBY 5 1 1 1 1 1 1 GYP BD SPRAYED 8- I .a Y 1 O. RECESSAS RE00 'T„ BY SHOWER NEC ' a ° SOAP TRAY WATER CONTROL AND ONERSION ! �� 1168 OFFICE ' _ 3 1 1 1 1 1 1 GYP BD SPRAYED 8' -D' ' VALVE LOCATED WITHIN THIS HEIGHT RANGE (WATER CONTROL AND DNERSION VALVE LEVER OPERATED) 1 El NG 117C .STAFF FIANOICAP'TOIUT 4 1 3 3 3 3 2 GYP BD SPR4YE0 B' -tl' . H.VAG UNIT CAULK SLEEVE FA SIDE OF WALL' II 123B - COMMUNICATIONS ROOM 2 1 1 1 1 t 1 GYP BD SPRAYED B' -B ®was NEWPORT (SECOND. NEWPORT) 118 GUEST LAUNDRY MAT 1 1 3 3 3 3 2 GYP BD SPRAYED 8' -B CONC. SLAB Yx5 FRAMING FOR VASE UNDER HVPC UNIT. RECESS AT HANDICAP TEASE 5 1/2' FROM FRONT ROOMS ON Y.) - -' TO COMPLETE BEFORE 2x6 BASE -, TYPE S OWER 1235 Wm/ma ROOM 2 i 1 i 1 i 1 GYP BD SPRAYED 8' -0° FIN. N. FL UNE ^ /S rte. SHOWER UNR SHALL BE RECESSED CONTINUOUS GRAB BAR CCC OPP. 1 1/2' OUTSIDE DIAMETER. CONTROL WALL ELEVATION 119 LAUNDRY - HOUSE 2 1 3 3 3 3 2 GYP BD SPRAYED K.S 8.4. SEE STRUCTURAL DWGS. AND SIDE$. OF HVAC UNIT. CONTRACTOR FLOOR CARPET ONTO BASE SHEETROCK ON FROM AND SIDES. INSTAUJNG MECHANICAL ROOMS 1 1 3 3 3 3 2 GYP BO SPRAYED 8' -O ELECTRICAL. ROOMS. 1 1 2 2 2 2 1 GYP BD SPRAYED 8' -0' SNERROOIAS:.. 2 1 1 1 1 1 1 GYP BD SPRAYED 8' -IT TYPICAL ROOM ELEV. 1/4"1 9 • H.C. SHOWER DETAIL 3" 5 H.C. SHOWER ELEV. 1/4" 1 '. STORAGE ROOMS 2 1 3 3 3 3 3 GYP BD SPRAYED 8' -0' . A11 STOR. ROOM 1178 .:STAFF. / STORAGE 6 1 3 3 3 3 3 GYP BD SPRAYED 8• -0' CULTURED MARBLE COUNTERTOP VANITY. 3V WIOE TYP. HANDICAP APPROVID MIRROR (25 x 34') MOUNTED 3' -4 A.F.F. TO OF SHELF BLOCKING IN WALL AT L.OMOP AS REO'D. LONG GRAB BAR BACK OF 101117 00 PROWOE IN WAIL G.C. TO PROVIDE BLOCKING FOR PAPER HOLDER e.2C H MED SHOWER HEAD E0. E0. AS SI9E OF 1175 VESTIBULE 6 1 3 3 3 3 3 GYP BD SPRAYED e' -� MALL 1).. -5/8"5 GM WANT TEXTURE PAINT SHERWTN WILLIAMS /SW1100 FRESCO CREAK PROMW ALCM ES-SHELL ENAMEL 2) 3/4' PLY WOOD' OVR G P. BD. KNOCK SOWN 3) 5/B 'If GYP. BD. KNOCK TEXTURE MOISTURE RESISTANT SAME SALE FINISH AS NO. 1 �� - KNOCK DOWN 200 5/N TYPE'X FIXTURE DOWN - - FLODAS 1) SMOOTH 2) SMOOTH SHEAWIN MEDIUM 3) CARPET 4) SHEEP 5) CET& 5) VINYL PAINTED SHERWIN CHINEIIE ALKYD NNYL IC TILL TRIM WILLIAMS WHITE EG-SHELL CONCRETE PAINTED WILLIAWS GRAY TI F ;)SW1102 PROMAR ENAMEL CONC. FLOOR 200 ENAMEL Icrrxn CEDING 1) 5/B ME. 'T GYPSUM ACOUSTIC POPCORN RN. 2) MOISTURE RESISTANT 5 /B' TYPE 'K GYP. BD. B95E 1) 4' NN BARE ry. 2) 6' VINYL BASE 0 BATHROOMS B9. - IN H.C. TOILETS. OPEN BELOW. COLOR TO BE APPROVED BY OWNER. C.S.C.I. - - b INSULATED BOOT SEE PLUMBING SPECIFICATIONS - 4 Z ,,\ IN -TUB SEAT NOTE THIS IS NOT GARB BPR IMMO El \ ICI t SHELF, TO E 36 38• AT G.C. � BLOCNINC F ELEVATION - BACK WAU. OF BATHTUB 1 1/Y NAND SPACE (STANDARD DIMENSION) HAND HELD SHOWER SPRAY WITH 6B (MIN.) i to % 1 '? B. ELEVATION (DIRECTLY OPPOSITE 1 �, RE LOCATE GRAB BAR CLOSE TO OPEN BATHTUB AS POSSIBLE till � - b I �i HANDICAPPED .NOTE � 1eI x �- L lr RAE 24' LONG CRAB BAR x 1 1/4 TO 7 BATHROOM ALL TOILETS X1, -BX UNR TOILET TO HAVE LIDS I —I / 1/2 9089 OR OUTSIDE DIAMETER 1�1001_xsx0l+ MP] M=me AT HEAD OF BATHTUB THE CONTROL WALL) IN WA A. ELEVATION OF CONTROL WALL FINISH SCHEDULE 13 H.C. TOILET ELEV. 11/4 61 10 H.C. BATH ELEV. 11/4" 6 H.C. BATH ELEVATION 1/4" 2 NOTE. TWO GRAB BARS SHALL BE INSTALLED , PARALLEL TO THE FINISHED FLOOR , ON THE WALL PARALLEL TO THE LENGTH OF THE BATHTUB, FOR AN IN -TUB SEAT, THE DABS SHALL BE 24" LONG; FORA H BUILT-IN OR BUILT -UP SEAT, THE BARS SHALL BE 43" LONG ALL GRAB BARS SHALL BE 1 1 4" TO 1 1/2" OUTSIDE DIAMETER. G.C. TO PROVIDE BLOCKING iN WALLS AS REQUIRED FOR COUNTER TOP'. AND CABINET INSTALLATION: G.C. TO FIELD VERIFY ALL DIMS PRIOR TO FABRICATING CABINETS &VERIFY APPLIANCE SIZES, NOTE: REFG. AND MICROWAVE PROVIDED BY OWNER AND INSTALLED BY GENERAL - CONTRACTOR SEE T.I. DWG'S FOR LOCATIONS - SHOWER R00 514A11 BE - MOUNTED AT 6'-4' ABOVE SHOWER ROD SHALL BE MOUNTED AT 6' -4' ABOVE INSIDE FLOOR OF TUB. (TYP.) b - INSIDE FLOOR OF TUB. (TYP.) SHELF MOUNTED ore' A.F.F. w /B� R900 0 a2 LONG CRAB _ ''y TOWEL RACK MOUNTED 3' - +' AF.F. ` • • BAR AT SIDE OF TOILET J' -6 1Y - MIRROR 24' W x 4B n 0.041.1, '� `. b m f MIWLOR A B x MW ABOVE 5Pµ5!1 -. C 154 CULTURED MARBLE _ COUN816 \ WIRE CLOSBTF W OR E0. SHFLF W/ .` 19ROVIDE L CLOTHES TON - PROVIDE WOOD BLOCKING _ TOILET PAPER HOLDER FIBERGLASS TUB/ SHOWER TYPICAL HANDICAPPED BATHROOM UNIT (HC UNIT W/ SHOWER SIMILAR) (SHOWER UNIT SNAIL BE RECESSED) .NOTE: ALL TOILETS m "' e - . • I �� '. OPEN BELOW. cs.C.l. BLOCKING IN WALL AT 'b IN % ( ®1 i Orj L J �J �Tt0070> COUNTERTOP As RED'D.. r�i I-. -� 6" VINYL BASE TO HAVE LIDS SUPPORT COURIER o EN9S AND W/ BRACE 0 OF COUNTER W�/U011r0011�0 I E0. E0. SUPPORT COUNTER 0' NIS PT. ENDS AND W/ BRACE D.B /28 TOILET PAPER HOLDER 0 MG PT. OF COUNTER 6" VINYL BASE A) TYPICAL BATHROOM MT B) TYP BATHROOM UNIT .NOTE AU. TOILETS TO HAVE UDS f - ADM SEE LEGEND 12/A -3 NOTES 1 16 TYP. ROOM ELEV. 1/4" 14 TYPICAL ROOM ELEV. 11/4'1 11 TYPICAL TOILET ELEV. 1/4" 7 H.C. BATH ELEVATION 1/4" 3 .... 3'_3„ 0 2 -4 12, _8 1/2„ 12' -8 1/2" I2' -8 I/2,. 6' -9 1/2" 5' -II" TYP m. CL OF STUD /I-/ 5 -6" 7. " -2 1/2" E OF STUD 5' -0" 7' -6" ROOMS 125,127,225 8 227 FOR THE HEARING TIM 031E8. ,SMOKE DETECTORS AND ENE ALARMS PER THE FIRE PROTECTION DOGS. TA P TELEPHONE W/ INCOMING CALL LI GHT AND COMPLYING W/ UBC 1106.14 ELECTRICAL OUTLET � WITHIN 4 FEET OF TELEPHONE CONNECTION E OF STUD OiHI C 8/— /I 5yi .� �M' C7 DPP. -- "®sou ® a I ° N N FA �O L. --:J I r T �' ___ o� N Q .(�]:: II s� I! o N N r �,� • �� • ,] REV. < O- r� /`'•1;10 a O © REVM `O O REV. i��Lw,_ 0 _3, -3 �t OPP OO REV. SIM © ®© © 5' -4 1/2" 2' -4" © 2' -4 3/4' F/S 1Ibi O REV. © MIRROR O.S,O, SIM © SIM 27" IFTI ®: 0 ® 60 „MIN. �� DPP. -Y' O ®_ 5, -3' /-5' -I 3 4'� o Mi''',,, REV. REV. © © p co „� m , •� 'I M © © ® ® SIM SIN woREV. m' -- OR 444111FFF777 M II0 I; —� a m Pill. REV. 4 d Q�•II` l.: ��''.� ���] O Iy Q. OF STUD 7 ®I�m10m�� 3'_3, -4 3' -3 " -4� 4 Q 3,_3. 12'- 8.1/2” NOTE: 1.SEE 3 /A -I5 ROOM TYPE QD FURNITURE LAYOUT NOTE: 1. SEE 6 /A -15 ROOM TYPE 0 FURNITURE ,�' LAYOUT TYP14\ 0009BELL w/ ACTUATED NOTE • - I.SEE 6/A-15 ROOM TYPE QC FURNITURE LAYOUT NOTE: ucHTDenCC I,SEE 9/A -15 & 13 /A -15 FOR ROOM AP 8,0 NOIESRE LAYOUTS 2, SEE 4/A -6 F OR KEY NOTES TYPICAL FOR ALL ROOMS THIS SHEET ROOM W/ CHASE 1/4" 15 H.C. W/ BATH 1/4' 12 H.C. W/ SHOWER 11/4" 8 TYPICAL FLOOR PLAN 1/4" 4 LJ U z a z0 Oa LLI Z Q E } 0 Q Q a° _ Z Z Yw x Ft O CITY OF TUKWILA APPROVED JUN 1 8 1996 AS N0T£D BUILDING DIVF3iON Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4 -19 -96 BLDG. DEPT. RESUBM 4 -25 -96 INTERIOR ELEVATIONS & TYPICAL FLOOR PLANS File: 95024 \ESA7 I /6" JOB NO.: 96024 DATE: 3 -16 -96 DRAWN: OID CHECK: SHEET NO OF: A -7 • MANUFACTURERS RFFFRFNCFS DOOR GUARDS ULTRA NEON' DULY CODE %'29002 HW -4: DRS 1x4 WORD STUDS - 5/8' GYP. BD. TYPE ')r 6 3/4 1ST FL 3/4° 2ND k 3RD FL. 6 7/4" 2 & 3 N. f0 - EM. FRAME MECH. RMS .OLLML .5TA6'I}y FNE- KNUCKLE FULL MORTISE HINGES MODEL 926 - POLISHED CHROME HMD XHMF- 2/3068 7 3/4 -7 DOORS .J@F - EXTERIOR FM LAUNDRY STANDARD WEIG T F179 ANSI A6133) STEEL - EP.O. 6500 LINE - FOR HANDICAPPED HMD X. HMF 9088 -1 3/4' POLISHED ANO LATER R PHOSPHATED AND ROOM -RENEW FINISH W/ OWNER'S REP. J PR BURS: FBB179 -26D 4 i/Y X 4 I/Y NRP. 1 -7/2. PR BUTTS: FBB779 -26D 4 1/Y X.4 i/Y NRP LOCKSEIS: PRIME 'COATED FOR PRIMING. FBB179.(PJSI P8112) J- DWARE SCNFOIIIF W/ DEADBOLi THUMB LOCK INSIDE LOCKSETS W/ DEADBOLT & THUMB LOCK INSIDE 1,3;4'3/2481-D "I 4 3/4' iST FL . CITY OF TIAPARIA APPROVED JUN 181996 AS NOTED, 5/6 ET(t. CYPSU SHEATHING 1 1/Y ELF.. ��• ��.� ��. .5� •FOR �.x �� ��v 1, , P4�!, �� �� OBL 2x6 TOP PLATE Isl FL. DBL 2x4 TOP PUTS. 2nd & 7N FL 5/8' EM. GYPSUM SHEATHING 1 1/Y E.IF.S. -�-W � A� � . II . �.��. � �... i DOUBLE 2x4 TOP P ttP. X 10 HEADER /2' PLYWOOD 5/8" GYP. BD. TYPE "X' RERATED x6 1ST FLOOR 2x4 2N0 &JRD FLOORS SHIM AS REG'D a" Fi 11111 �� FlREMTEO TYP. EACH SIDE '- 2x4 SOLID BLOCKING 2 Y %8'HFAOFR WORD SHIM f5 REO'D. PRE -HUNG METAL K.D. FRAME �i SFANOARD WEIGHT BALL BEARING STEEL- POLSHED DOOR CLOSER: 33018E SB %SNB (ACTIVE DOOR) DOOR CLOSER: - )JOTBF SB %SNB, - AND PLATED. ORS PHOSPHATED AND PRIME COATED -1' DOORS #A - EXTERIOR TO ROOMS FLUSHOOLTS:. '45BB26D -1Y (INACTIVE DOOR) DOOR SWEEPS: 9N. %•48' PAINRNG " HMO %HMF- JO6B -7 3/4' THRESHOLDS 425 X 7Y - THRESHOLD$ 425:% 4B J OCKSFT, Sew 1 -1/2 PR BUTTS: F179 -28D 4 I/2' % 4 7/Y WEATHERSTRP. A1TY LOCKSEFS: (BY OTHERS) ODOR SWEEP: 9N % 36 PRNACY SETS Jjp, SR'SERES SR LV HAND 4 -11 -96 ' i ' i I L �'� 131-24.1) PT. 2E5UAMIT 210 HEADER �6' GYP. BO TYPE "Y fRERATEO. 1/T PLYWOOD 2x4 2nd & 3rd FL I 2x8 1st AL SHIM AS REO'D ® METAL CORNER BEAD COMPLETELY VIEWERS 94071 REVERSIBLE TRIM: LEVER DESIGN IN SATIN _ DOOR GUARD: 29002 HW -5 DOORS gG -. EXTERIOR TO LOBBY ST/UNLESS STEEL, OR POLISHED BRASS KEY - THRESHOLDS: 425 % 36 DOORS #A - EXTERIOR TO MNM. RM. NNCYION,Sp11T'NNC11TSIDE AL KNOTS /LEVER WEATHERSTRIP: A171 (3684) DOORS FA. - -EM TO LAUNDRY MAT DESIGN BALI, KNOB ONSIDE WBH KEY LV LEVER : DOOR BOROMS: 19 X J6' HMD %NMF JOfi9 1 3/4 - WRH NO KEY INSIDE FINISHES: V53 (605) k V5260 (626) 1-1/2 PR BUTTS. fBBl79 -26D 4 I/2 % 4 1/Y (BY OTHERSI, VANISH M' OWNER 1UYJ; DOORS MB ROOMS TO BATHROOMS LOCKSETS: WD X NMF -2468 7 3/4" (BY OTHERS) DOOR CLOSERS' 33918F SB %SNB DOORS iC -RMS TO H/C AATHRMS. CLOSER(, ACE BARRIER CODE CLOSER, SUM COVER DOOR SWEEPS 97V X 36' 7301 BF SERIES. WD X HMI-3068-1 3/4" THRESHOLDS: 425 X 36' THRESHOLDS L ,P SADDLE THRESHOLDS 425 1-1/2 PR BURS: P179 -260 4 1/Y X 4 1/2" WEATHERSTRIP: A177 (3684) WFATHERSTRIPS•,N,p, -UP TYPE A177 (W/ FLEXIBLE PRIVACY SETS: SR176LV -26D % 2 3/4° X ASA FLOOR STOPS: 438626D - (� y, ®�® ��:•.� ���.� �,.�� 6�.. 4 �� �4� .�' 0.. �.►�v 2859 � �+ '�,�.� ,�'�.� ��� �. �4��� MULL) CHITECT _ COMPOSITE DOOR (SEE SPECS) , 3/4' E..E S. 3/4" 3/q INSULATED GLASS DOOR WINDOW HARDWARE SCHEDULE & DETAILS File: 95024 \ESA 8 1 /s " ® SHEET NO 0F:15 J A -8 LET -IN VINYL BULB WEATHER STRIP =_ �, CHECK: SEE SINGLE HUNG WINDOW SEE SPECS. TRIM ,JAMB WALL STOPS: 407 1/2 SS32D HIY_6: .DOOR #C - LOBBY TO OFFICE AREA VINYL BULB) SILENCERS DOOR BOTTOM 11 OP, DOOR BORON SEAL #19 DOOR lc - LAUNDRY FM OFFICE AREA DOOR SWEEPS; NN G$ DOOR SWEEP #9N 1p1=3.; DRS. DOOR #E - OFFC. AREA TO. STAFF RM. - EXT. FRAME ELEVATOR MACHINE ROOM DOOR WE - OFFC. AREA TO COMMUN. RM. J - EM. FRAME ELEC. RMS WO % HIE-3068-1 3/4' - EXT FRAME SI'OR. RMS - J -EXT FRAME LINEN STOR I -1/2 PR BlIT75'. F179-26D 4 1/2' % 4 I/Y DRS. #D FLUSHBDITS: H L NF9 EXTENSION FLUSHBOLT5 #458 DRS. #K =EMU; ILIAD FLOOR 000R STOP DRS. INT. DOOR HEAD -, I '3" 9 -. WINDOW HEAD 3" 5 EXT. DOOR HEAD 3" 1 ,#438 WO X 1-1MF - 3066 -I 3/4 LOCKSETS: 65605 -KL -26D X 2 3/4" % AS4- WALL STOP , H.B. IVES #407 1/2 CONCAVE WALL DOOR 1 -1/2 PR BURS: F179 -26D 4 1/7' X 4 1/7 NRP FLOOR STOPS: 438B28D - - STOP W PLASTIC DRYWALL ANCHOR SILENCERS: DOOR 1 �VIFWF4L 1(LDEA BRASS &CHROME PLATED 000R LOCKSETS: FURNISH - ELEC. RMS. AND ELEV. MACH. RM. MUST - - 5/6 CYP BO TYPE "X' / 6 3/4 1ST Fl" 1,3/4 2ND & 3RD METAL DOOR LET -IN VINYL BULB HAVE DEADBOLT VIEWER CODE 1(94011 MODEL. IDDDPOB, THRESHOLDS; 425 % 36° FINISH CHROME PLID WEATHERSTRIP: 6171 (7684) DOOR BOROMS: 19 % 3C 3 4" 11 WEATHER STRIP - \ �� ® �J FlREAATEO PM. EACH SIDE SOUND ATTENUATION BLANKETS DOUBLE 2 % 4 WgOD $NOS 1 1/Y Et F.S. �� iJ:ii' . rail 5 /8' EXT GYPSUM SHEATHING 5 B' GYP. BD, TYPE "Y" / FIRE ATED INBERGL NS BAR 2x6 STUDS 1ST FL 2x4 STUDS 2ND & 3RD FL. qV H ' r �� METAL DOOR FWUAE 1/Y WOOD SHIM Of DOOR HARDWARE GROUPS 13 3� ���.�� 1 i +4 AS REDDIRED 2x6 STUDS 1ST FL. 2x4 STUDS 2ND & JRD PLR. 5 /B' DR. GYPSUM SHEATHING FIBERGLASS BAR. INSULATION TYPE ""6 FRERATED DOOR NO ODOR SIZE DOOR TYPE DOOR M4TL UL LIBEL U VPLUE$ HDW FRAME TYPE ROUGH OPNC GLASS DETAIL REMARKS GENGRAL NOTE y, �4 .• ►. N. • �' 4, ��� ,0,6_ ft -� �� ` J HEAD JPMB SILL 1 ALL EXTERIOR D00RS TO HANDICAP ROOMS HILL BE SILL DETAIL 4 / AB, LAUNDRY MAT EXTEROR DOOR WILL BE SILL DETAIL 12 / AB, ALL OTHER EXTERIOR DOORS ON FIRST FLOOR WILL BE SILL DETAIL J / AB ALL EXTERIOR DOORS ON - SECOND- AND THIRD FLOORS WILL BE SILL'DETNL 13 / AB. HALL 2. AL��D(U SECOND I 0 4Y A.F.F. 3. UNDERCUT DOOR 1" CLEAR ON DOORS IN COMMUNICATION, HOUSE LAUNDRY, LOCKABLE. STORAGE, AND TOILET IN OFFICE. 4. EXTERIOR DOOR OOFFlCE SHALL HAVE MAIL SLOT INSTALLED IN DOOR W / COVER & INTEGRAL FLAP . 5. ELEVATOR MACHINE ROOM DOOR TO BE FULLY INSULATED 6 PRONDE FULLY RATED STAINLESS STEEL DOORS PER MANUFACTURES STANDARD DOOR 7 INSTALL STANDARD MINI BUNDS TO INTERIOR SIDE OF DOOR -- FULL LENGTH _ A 1.0` x 7-U x 1; 3 4' / 2 MEFPL - .015 HW -1 A 3 2' x7' -Y _ 1 / AB 2 / AB :GEN. NOTE 1 GEN NO1ES 2 8 2-4• x 8 8^ x 1 3/4" 1 COMPOSRE '- NA NW -2 B 2 -6' x 6' -10 _ 9 / AB 10 / pe 11. / AB 1 WOOD SHIM AS RE➢'0. I - C 3' -O' x 6.-13' x 1 3/4' 1 : COMPOSITE - NA HW -2 B • 3I-2" x G -10' - 9 / A8 10 / AB 1T AB AL GEN NOTE 3 ' ► J -CLIP WOOD SHIM PIECE AS REQUIRED 1 I/2' E.LES. ��..� .W1 /.� i ���� -• 0 T 6 J -0' x 7 -0' x 1 3%4' 1. METAL 20 MIN. :015 HW -3 A . 3.-6 x 7.-2, - 1 / AB' 2 / AB F / AB GEN. NOTE'S III��� ® ► �' PRE -HUNG METAL KNOCK DOWN , ' �' Wes.. E -a x 0-6 x 1 3/4 1 COMPOSITE -. NA NW -6 B • 3 -2" x 6 -10" - _ _ _ - III a - I COMPOSITE ODOR '(SEE SPECS) F 4 -0' x 7 -6 x 1 3/4' 2 METAL 20•MIN A • 4 3/4' Sot E TLS. TRIM 3 _ ■ I, ` METAL CORNER BEAD WINDOW P. BD. TO 6 3/4' 15i FIR. C 3 -O x 7.-0" • 1 3/4' 4 METAL -. .015! H4 -5 A • • 3'- Y x 7' Y 1/7 � VL G1A55. 1. A8 2 /All GEN. 1 GEN 1; 4 7 H' SIZE PER ELEVATOR MFG 1 METAL 90 MIN. - 3/ / 2 / /N8111E 4510 GEN. NOTE 6 PAINTED HARDWOOD SILL. TYP. 4 3 4' AND & 3RD PLR. J 4' -0' % 7-Or % f3/4' 1. METAL 20 MIN. -.075 HW -3 A • q• -Y % 7' -T - 1 / AB 2 / AB GEN. NOTE 1 GEN. NOTE 1.: K 3I-6 X T-0' X 1 3/4" 1 METAL 20 MIN. .015 1145-3 A • 7' -2" X 4' -2° - 1 / AB 2 / A8 GEN, NOTE 1 GEN. NOTE 1 ` I N T..DOOR J JAMB I 3" 10 WINDOW JAMB 3" 16 EXT. DOOR JAMB 3" 12 WINDOW NO '. WIN00W SIZE WINDOW TYPE WINDOW NAT'L U VALUES :.- - ROUGH OPN'G -; GLASS DETAIL REMARKS HEAD JAMB SILL - - HOLLOW CORE' WOOD DOOR SHEET VINYL BOOR (0501) 1 1/Y CONCRETE STAB 3/4' PLYWOOD TONGUE AND GROOVE AT SECOND.4 --- AND THIRD FLOORS !:ISOLATED GLASS PALMED HARDWOOD SILL II i ll I 3/d RAN. METAL DOOR CARPET ALUM. .059 • q• -j1 1 /4' % 3' -10 3/8' INSUL. GLASS 5 / AB 3 / AB 7 / AB 068 NOTES 1, 1 2 .7 =6" X 4.-T 1 ALUM ,059 • :.7•_5 1/4" % 3'-10 3/8° INSUL, GLASS 5 /'AB 3 /.AB 7'/ AB - 3/4' gi DOOR SWEEP ALUMINUM THRESHOLD •� 4r�.� • ., r �W��♦4 �4.. �4 14•.4 - -= _ WOOD SHIM PIECE SET IN MASTIC •'GC ID VERIFY RA: WI IN DOOR FRAME SUPPLIER PRIOR TO RNMING �.�� inlr�•4 >�.4 0��4 �1A•� .. �. P' � �.� ∎4i' !-� , AS REQUIRED 2x6 0 IST EL. SEALANT TOP OF SLAB�� � '1_ (0501) _ I Y SEE Y SEE Y 5 0' 7' -6' , `� �' 2x4 0 2ND & 3RD FL. FLOOR SLAB JOINT CONT. AT I/Y TEMPERED INSULATED GLASS 1 SCHEDULE h, I SCHED I N _ 1111-11,11-7-1 - - 1 �• J FIBERGLASS BAR INSULATION 5/8 EXT. GYPSUM SHEATHING 5/8' GYP, BD. TYPE "X 5 /8' GYP. BENT METAL FLASHING UNDER TRESHOLD TYP. •n .. `CONCRETE 1/2' EXPANSION MATERIAL. / - - El 0 ' sum NINI gm NE En 1 1/2' ELF S. x. ■■ ■■ I ■ ■II ■�I... �■ ■® ■■ _� 1] JJGr us60 ■■ ■® ■■ ® VAPOR HARRIER O0 0 O D00RS (STOREFRONT DOOR) O O O 6 3/4° 1ST FL. EDGE OF SUB 3/4' 2ND & 3RD WINDOW & DOOR SCHEDULE 14 INT. DOOR THRESJ 3" 11 WINDOW SILL 3" 7 THRES. 1ST. FL. 3" 3 ' - - .. ALUMINUM THRESHOLD SET IN MASTIC WRH SWEEP IN DOOR SEAMY SLOPE CONC. FT. 1 1/4° PER' METAL DOOR ALUMINUM THRESHOLD METAL DOOR SET IN MASTIC WITH SWEEP IN DOOR \ ODOR SWEEP ttP. METAL DOOR ALL EXT. ODORS ALUM. THRESHOLD \ \ \ \� It,�� _ ALUM. THRESHOLD SET IN MASTIC SEALANT TO OF SLAB 3" 80160 CONCRETE , - /I _ CARPET =i (OSOQ 1 1/2* LIGHT WEIGHT CONC. SUB u SEALANT SLOPE GONG WALK 1/4' PER WALK ttP. _ / / SET IN MASTIC /COSOIT ( ) SEALANT 1/7 . EXPANSION - JOINT MATERIAL CONT AT EDGE OF SLAB a CONCRETE SEE BENT THRESHOLD THRESHON v STRUC UNDER FTOOR FLOOR SLAB 848106VAPOR . DNS, BARRIER BEM UNDER a 9 a . SU9 �T4 0T0 GUE& GROOVE CHORD OF TRUSS- STRUCT. DNS. a METAL PUSHING THRESHOLD - -_® BEM METAL FLASHING UNDER THRESHOLD CONCRETE tt'. BEE EXPANSION 1/7 EXPANSION MATERIAL CON. EDGE OF SUB FLOOR SLAB DWGS. JDIN1 AT TOP SEE LAUNDRY THRES. (i3" 3" 112 2ND & 3RD FL. 1 3.1 8 1ST FL. H.C. 3" 4 `n W I. ° `'� i CITY OF TIAPARIA APPROVED JUN 181996 AS NOTED, BUILDING 011/121O14 Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4 -03 -96 4 -11 -96 4- 19 -95. 131-24.1) PT. 2E5UAMIT 4-25 -96 2859 MULL) CHITECT /li j OT NM. 01 V T, DOOR WINDOW HARDWARE SCHEDULE & DETAILS File: 95024 \ESA 8 1 /s " JOB NO.: 95024 SHEET NO 0F:15 J A -8 DATE: 9 -20.08 DRAWN: OID CHECK: RIDGE VENT I1lYP. RIDGE ,COLORED COLORED EXTERIOR INSULATED FINISH SYSTE IV 17 17 , 4/?„, gat‘r WHITE FRAMED WINDOWS PRE-FINISHED RAILINGS PAINTED DOORS 12 12 4 ��� A 1 i Cn NI DD I I lee • i ri 11 _:':e i i i i I . 11 1 Emi�DNRE1D S1Tta,1tIUfiRdCa •••• I pAt• 1111 .. -. � n n � � � r � = °- n �i i �o ._: n i i .- _ ,,, :, ,�,,,,. 1111,;. ... .: ,,;; 1 ;1111 ;, „�,,, , �.,��,., 1111, � . . 1111, , o I ' 1 1 (IIII III I IIII 1 I IIIIIIIIIIIIIIIu1111111111111u1 1111111 I IIII � � " "f r ' � —I IIII IIIIIIIIIIIIIIIIIIIIIIINIIIIIIIII�lllillllllllllllllllllllllllll __� IIIIII IIIIIIIIu1111m11111111111111 illlllllllll1111111 IIIIIIIIIIII�IIIIIIIIIIImlllllll III IIII�IIIIIIIIIILIIIIIIIIIIIIIIIIIL _ �flll�llllllllll�llllllllllllllllllllllllllllllllllllllllllllllll uIIIIIIIIIIIIidIIIIDNIIIIlllllllllllll IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111 (IIIIIIIIIIIIIIIIIII is1 Ii�t�s - ®®® iiii®�® �`a �v inlnnl n "Ell!' 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RETAINING WALL EAST ELEVATION 44' RIDGE A.F.F. @ ENTRY GABLE BEYOND 5' 38' RIDGE A.F.F. @ MAIN Sqb 0b75 COLORS SELECTED FROM MANUFACTURER'S STANDARD COLORS, ANY COLOR OR MATERIAL SUBSTITUTIONS MUST BE APPROVED BY THE OWNER AND ARCHITECT. E.I.F.S. EXTERIOR SYNTHETIC PLASTER SYSTEM (USE 1 1/2” INSULATION BOARD) ROOF SHINGLES (FIBERGLASS) EXTERIOR DOORS & FRAMES GALV. MTL. FLASHING & COPING ACCENT TRIM - E.I.F.S. EXTERIOR CEILING SOFFITS ROOF VENTS HAND & GUARDRAILS - ALUM. GUTTERS - ALUM, GALV. SHEET MTL, TRIM. A v A v 0 I� ®I IIIIiJ40l 1111111111111111111111111111111111111, 11111111111111111111111111111111111111111111 11111 1 IIIIII ® : - .��'.;a�� 11111 1111111111111111111 111111111i1i111111111111 1 111111111111111111IIIIIIIIm1111 i 11111 e I ■1/1!111 I it 111111-1111-1111111161M—di Ri • iiIiiIlIIAUIiI GABLE BEYOND @ MAIN ENTRY BLDG GABLE STAIR GABLE BEYOND • TRUSS BRG ____ 111111111111111111111111111111111111111111111 O "IQ I III IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII1111111. 111L 111111101111111111111111111111111111e IIIIIIII IIIIlIIIIIli1ll l!11111118V1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I• 11 ■•11■111�:I i/11O ∎SIR1 111= Illr71 TEXTURE - SANDBLAST (INTEGRAL COLOR) - SEE SCHEDULE MFGR ELK PRESTIQUE JI SEE DOOR SCEDULE - A/8 AND COLOR SCHEDULE MATCH ADJACENT FINISH COLOR. INTEGRAL COLORS TO MATCH MFGR. COLOR - SEE SCHEDULE TYPE "X' DENSGLASS GYP. SHTG,.- SEE 1 A10 MANUFACTURE COLOR - SEE SCHEDULE MATCH ADJACENT FINISH. COLOR MANUFACTURER'S COLOR -• WHITE MANUFACTURER'S COLOR -- WHITE MATCH ADJ. COLOR - WHITE ELEVATION NOTES SOUTH ELEVATION MATERIAL TRY AWNING SE 1:EART ;DRAWINGS 0501) 1' = 10'1 5 FINISH COLOR Ag Ate EXTERIOR INSULATION AND FINISH SYSTEM (E:LF.S.) WOOD TRIM VINYL COATED FASCIA AND TRIM EXTERIOR DOOR EXTERIOR WINDOW EXTERIOR LIGHT HVAC THRU -WALL UNIT COIL COATED ALUM. GUTTER TRIM 2x8` COIL WRAPPED' FASCIA' WITH CONT.;SHINGLEMOLD -COATED ALUM. DOWNSPOUT 4`2" HIGH ALUM . RAIUNG E.VF.S REVEAL- ® SEE DETAIL 23/A13 FIRE RETARDANT TREATED CANVAS AWNING ASPHALT ROOF SHINGLES CANVAS AWNING 1. . ELEVATION SCHEDULE SHERWIN WILUAMS. (GRAY) OUTERBANKS #SW 2044 KELLY MOORE (WHITE) gJ 36 -1 MANUFACTURE STANDARD WHITE 'ELK' PRESTIQUE WEATNEREDWO0D_ MATCH ADJACENT MATERIAL COLOR PARKER PAINTS (GREEN) 6135 N,.'. RECYCLE ENCLO LIRE NORTH ELEVATION 5' WIDE x 3/4 THICK E.I.F.S. TRIM AROUND WINDOWS AND DOORS. (TYP.) USE HEAVY DUTY FIBERGLASS MESH TRASH ENCLOSURE 2' -6" 2' -6° 1' -6" 3' -0" • EIFS -EXT 5YR P HVAC THRU WALL UNIT SEE,MECH. DRAWINGS. MULLIONS SHALL BE MOUNTED BETWEEN THE 2 PANES OF GLASS 'DOORBELL" PUSH BUTTON AT HEARING IMPAIRED ACCESS ROOMS CONNECT TO ANNOUNCEMENT LIGHT. 1" = 10' EXTERIOR DOOR FRAME EXTERIOR UGHT FIXTURE SEE ELEC. DRAWINGS. ON CENTER FIXTURE BETWEEN DOORS, ALIGN TOP OF FIXTURE W/ TOP OF DOOR TRIM SIGNAGE (O.S.C.I.), FOR ROOM NUMBERS SEE SPECS. VIEWPORT E,I.FSS, CONTROL JOINT - JOINT ON DOOTRS ONLY OF PARTY WALL BETWEEN NOTE: CONTRACTOR SHALL ADD A SECOND VIEWPORT AT ALL HANDICAP SHALL BE 4STF VIEWPORT - A. UNIT EXTERIOR ELEV. TYP. 1/4" 4 (c , • z W Wiwi ao 0 Q o � c, v CITY OF TUKWIA APPROVED JUN 18 1996 AS NUIED //1 i!< —� DING DIVID1O BUIL N Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE 4/19/96 6LVCy DEPT, RESUBMIT A /25A.i& 2659 j CISTEA JD 1 . s1.AT[_. dAAo„. .801j EXTERIOR ELEVATIONS File: 95024\ESA9 1/1o" JOB NO.: 88024 SHEET NO OF: A -9 DATE: 3 -20 -98 DRAWN: GM CHECK: MAY 15 'So 15:10 LPN R:2CH S (2061583 -9702 26" MIN. BATHROOM EXHAUST �� VENTS SEE MECH. DWGS. DETAIL 5 / M -4 APPLY GENEROUS BEAD OF FIRESAFE SEALANT TO ENDS. OF 5/8" TYPE "X" GYP. 8D. & 2X4 BEFORE INSTALLING FINAL SHEET OF 5/8" TYPE "X' GYP. BD., ENCLOSING SHAFT. 1 LAYER 5/8" TYPE. "0" GYP. BD. FULL HOT. THRU FLOOR DECK 'ABOVE. FIRE TAPE ALL JOINTS 2X4 FULL 10101-IT TO FLOOR DECK ABOVE 1HR EXH. SHAFT ww4w,..,a ➢m,,,m9 (mq "0041 IA Scale: 1 " -1' -0" 5 -08 -96 FILE, DETAIL \ESAVENT (E.S.A.- 95024) 1 ■ CIT)OF TUIOVII/ 0080010 JUN 181996 AS 110110 BUILDING DIVI& N ADDENDUM BULLETIN 8 ESA NKINLLA WASHINGTON �EF 'DETAIL 5 �1�EEr M -4 E39b-ocs75 7 2" 1' -e 1 2, MLO NA!11111111191 I B111111111 jiJiFi 5/8" W.R. GYP. BD.-" 5/8" TYP. "X" GYP. BD. 2x4 ® 16" O.C. 5/8" W.R. GYP. BD. IIIHMIPPMIIII 2 1/t C-H -5015 u 2[ oz. VI/ 1 1/1. SEM 81715 1' 218899 MET IHEH PRIES CIE NOTE SHIFT DMA IS BL 2469 CHASE. DETAIL 13/4'l 5/8" TYPE "X" FIRERATED GYP. BD. 1 1/2" LIGHT WEIGHT CONC. TOPPING 3[4" CDX TOUNGE & Gn00VE PLYWOOD - SEE STRUCTURAL DRAWINGS SEE STRUCT DWGS. RESILIENT METAL CHANNELS 5/8" TYPE "X" FIRERATED GYP. BD. SHAFFRERNER PANEL 2 1/2" STEEL C -FI 20 STUD SECTION THRU CHASE 3/411 3 5/8" CDX EXTERIOR PLYWOOD WITH 30# FELT & FIBERGLASS SHINGLES TYPICAL PRE- ENGINEERED WOOD TRUSS. TYP SEE STRUCT. DWGS. 4' -0"W x CONT. 40 POUND FELT -& ICE SHIELD, TYPICAL --\ CONT. ALUM. GUTTER & ALUM. DOWNSPOUT II R -30 BLOWN IN INSULATION W/ V.B. TOP OF -:ROOF TRUSS 5 39' -10" INSTALL DRAFT STOPS Co ATTIC 100 LF. MAX. DISTANCE BTWN D.S.'S 9000 S.F. AREA, EXTEND OUT OVER SOFFITS. USE STRUCTURAL SHEAR PANELS. SEE ROOF PLAN 8 / A14 FOR LOCATIONS DRAFT STOPS ® FLOOR CEILING 3,000 S.F. 100 L.F. MAX. DISTANCE BTWN D.S.'S EXTEND THROUGH TO EXT. WALKS USE STRUCTURAL SHEAR WALLS WERE APPLICABLE AIX 0 / 5/8" TYPE "X" DENSGLASS EXT. GYP. SHTG / 3° WIDE x CONT. METAL EAVE VENT PER UBC 505.3 PAINT TO MATCH ADJACENT MATERIAL COLOR 4' -9 3/4" TYP. I FIN. FL TYPICAL, EIFS 5/8" EXT.GYP. SHEATHING (TYP.) BATT INSULATION, R -11, TYPICAL E.P.D.M. FLASHING (TYP.) PRE- ENGINEERED WOOD FLOOR TRUSS. SEE STRUCT. DWGS. L 1 LAYER 5/8" TYPE "X" GYP. BD. OVER 3/4" RESILIENT METAL CHANNELS U.L. ASSEMBLY - EVERY CLG. (2) 2 X 4 TOP PLATE i5/P8" HYPE "X" GYP. BD. W/ V.B. 2" X 4" STUDS ® 1' 0.C. 2 -2X4 P.T. BASE PLATE 1 1/2" LIGHTWEIGHT CONC. TOPPING SLA OVER 3/4" CDX T &G PLYWOOD PLYWOOD DRAFTSTOP 5' -0" TYP. AT 2ND & 3RD FLOORS,, 3° WIDE x CONT. MTL. EAVE VENT PER UBC 505.3 PAINT TO MATCH ADJACENT MAT. COLOR 5/8" TYPE °X' DENSGLASS EXT. GYP. SHTG. BOTTOM OF'ROOF.TRUSS 0 28' -1" EIFS, TYPICAL VAPOR BARRIER BUILDING WRAP - TYPICAL FOR ALL EXTERIOR SKIN 4' -9 3/4" TYP. A13 GNI )2) 2 X 4 TOP PLATE PI➢� ^"^ t YP R-1.14-R,5 £9.aw t&tC (G' LIGHTWEIGIHT conic. TOPPING TOPPING `TYPICA SLOPE 1/4" /FT. AWAY FROM EXT. WALL 5 YPSUM SHEATHING (1YP.) G5 YP. /8 °D_ " TYPE " TOTAL 0000810" WALL R -VALUE = PI -L BAIT IN 'TION LAS r FLASHING (TYP.) NGINEERED FIN. FL WOOD FLOOR TRUSS. '' SEE STRUCT. DWGS: " .11.9111111.11111111111111n110114 PLYWOOD ORAFTSTOP 5' -0' I-. T/ FIN. FLR. (3RD STORY) ®19' -11 1/2" sTOP OF PLATE 0 18' -1 1/4" 1 HR. RATED ROOF /CEILING ASSEMBLY - TYPICAL LIVING AREA -1 HR. RATED EXT. WALL CONST I ASSEMBLY - TYPICAL 1 -HR RATED',ROOF /CEIUNG ASSEMBLY - TYPICAL UL #L528\ LIVING AREA 1 HR. RATED EXTERIOR WALL CONSTRUCTION ASSEMBLY'- TYPICAL UL #U305 2 DS ® 16" O.C. 2X4 P.T. BASE PLATE IMO !a ∎∎ ∎ate`► ∎ ∎ ∎o 5 , 11 —■Aitl v, q 1 HR. RATED ROOF /CEILING ASSEMBLY - TYPICAL LIVING AREA BATH eri T/ FIN. FLR. (2ND STORY) 0 9' -11 3/4" TOP OF PLATE 0 8' -1 1/2" ITCHEN 1 HR RATED FLOOR /CEILING - TYPICAL I)L #L5281.� 3RD FLOORS /41R41 AREA INN 1 HR. RATED PARTY PAL CONSTRUCT 1 I ffind `ASSEMBLY -- TYPI , UL 311- 3" WIDE x CONT. MTL. EAVE VENT PER UBC 505.3 PAINT TO MATCH ADJACENT MAT. COLOR N8' TYPE "X' DENSG 1. GYP. SHTG. 2) 2 X 6 PLATE BATT INS ( TION, -R= 3 PI► L- 1ST FLOOR 8" EXT GYP. SHEATHING (TYP.) EIFS, TYPICAL: SYN. STUCCO FIN. OVER 1 1/2" RIGID INSUL, R -6/.25 VARIES BATH —7 / 1 HR RATED FLOOR /CEILING ASSEMBLY - TYPICAL UL #L528. WING AREA EJ.F,S "DRYVII" ICB0 EVALUTAION REPORT 12728 FIN. FL SEE FLOOR PLAN 2 X 6 P.T. BASE PLATE ANCHOR INTO CONCRETE TYP. • 1 LAYER 5/8" TYPE "X' GYP. BD. OVER RESILIENT CHANNELS @ 24' 0,C, -EVERY CLG. 5 /8 " TYPE "X' GYP, BD. 2" X 6" STUDS 8 16" 0.0. CONC. SLAB ON FILL & 6 MIL. VAPOR BARRIER OVER GRANULAR MATERIAL (SEE SOILS REPORT) 111 n isi�����. ' 40 6-A- WtED COPIES OF 13EPoPT SLOPE CONC. SLAB 1/4" PER FOOT AWAY FROM EXTERIOR WALL TYP. (SEE STRUCT DWGS) CONC. SLAB AND FOOTING. SEE STRUCTURAL DRAWINGS. CONT. R -10 RIGID PERIMETER INSUL. TYPICAL WALL SECTION 3/41 1 6 Mj 1 n° H ›G Nil (�j n eao \:-.� 0 CITY OF TIARA APPROVED JUN 18199 AS NOTES BUILDING 000NION Architecture and Planning: Royce A. Berg, A.I.A. Principal.. Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4 -19 -96 BLDG DEPT RESUBM. 4 -25 -96 2658 ENEB ITECT HUYLHI ,11I . 1 ST / BLDG. CROSS & EXT. CORRIDOR SECTIONS CHASE DETAILS File: 95024 \ESA10 I/4" JOB NO.: 85024 SHEET NO OF? A��o DATE: 3.2048 DRAWN: OID CHECK: 1 ELEVATOR : . u. yw1. St Operations: A. GENERIC cON /p,,,o /GENEReL rat CREMENIS 1 Standby pow lowering. ' . e wNkl�l the General C ndXion d General Requirements 3 Beaded powered I g TpINCLU In datum Me Elev, must meet all regmts. of ADA Iowa. po 8 WORK SNOT INCLUDED 4 Automate d pot h g of boded cor. 1 Earthw rk 5. Nuisance call cancel. 2. ALA ble leVator assembly - 6 Hall push button stations t each stop. B SUByIfTAI$ .. 7 Hall iantems with illuminated arrows and audible is Shop Drawings Show all dimensions finishes and signal. r B. Gar poe position indicator and travel direction arrows 2. Prod c doia Include l specifications and operating, 9. ;;::: allows each landg to ' rgmelere anana b 3. CfcaUane Sg. s. ' A171, ADA and kcal 9wem nq t T Washington angle regulations. D. MAINTENANCE SERto 1 year f dot a Substantial 5.-11n loncand :acceptance I certificates and operating emergency Completion. Include d 2provision fwespo hour, e. 7-doy/week P m rg ay m d 2 h ponce time. ,. permits E. INSTALLATION 6{ Mo nkanance g menL 1. Coordinate elevator work with ether trades. Notify C PRODUCTS Contractor. of conditions that may be detrimental to the 1. S d'coUone l installation of the elevator. Pea 2. Install according ma that manufacturer's derim and Moe Marqu 25 Class A poesenge by Dover or governing codes. reviewed 'substitute. ldut 3. Install components plumb, level, square, and accurate N Travel Aa D indicated on the 'drawi g 4. Set sills flush with finished floor. Adjust leveling to - a Platform, Dimension: As indicated on the drawings. within I/4-inch up or down regardless of direction of r d Clear Inside: C Dimension: 51' se travel. Coo Dimension: 3 -6 clear opening. 5. The General Contractor' to cordrate and install sold support f Eno Dimension: CHs indicated on the drawings. blocking 0 proper spacing for the elevator side roils .1 p Stop 3 . and install 4 x 4 x 3 /ff steel angle all support 0 h Op g1 f each elev.door openng I. Speed: 125 05 l Capacity: 2500 pounds. Handrail: Manufacturer's to E d brushed stainless m Doors: Baked enamel, side . opening. Sills: N ml at r as set t d by co r p Floc Sta d rd G d VCT omplying wth SST 3128(2) Typo IV C p 1 Coo di to c d p tte with the Archit l q Celh g Wmn u wth fluorescent Ight fxt re nd r Controls: - Ma e t standard microprocessor for selective collective automatic operation. Hyd le Mach and Elevator Eq p l Provide s. with hydraulic plunger-cylinder, plunger, pump, Pipg Rs and monufacturets standard Wang with protective filler. t Emergency Communication: Honds-free ado and visual, - 2-way emergendy communication to a 24 -hour monitoring service System to automatically d ha f monitoring service and identify the elevator location and will operate n battery 'back-up power. Comply with ADA requirements U ` cS - -: RUNGS 3/4" EQ. SPA ' RUNGS EQ. SPACED ANGLE (2) nerd /4" W/1/2" EXP. BOLTS 24' o.c. ® ® CS BUILDING C!VG "x Q . - Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 _ ', / 3LDG. PERMIT SUBM. 3 -20 -96 4 -19 -96 cow...: _ : _: NV l ®` ROOF RAFTERS ABOVE - '0 ®� "' -' - " � _ ..., ® ® ® ®--- � � ■ ■ i : . ®s ®♦:. ♦ ® ®. �-. to1b. .20 55 ELEVATOR SHAFT. SEE STRUCTURAL DRAWINGS ED CHIIFL'I LADDER DETAIL' s 1/2 0 5 JAMB DETAIL I 6 " I 2 ELEVATOR FRAME STATC9 - ELEVATOR SECTIONS & DETAILS File: 95024 \ESA11 1/8" fllfll! WNW rare y = VAN ' 1 g N 3' CONC. SB AT BREEZEWAY - SLAB .NM! - � 5/B' TYPE X GYP. B D. OVER IJ!tlam ',, ., •♦♦. .$� Se ∎♦�♦ . , a o -- -- RAIL BRACKET, SOLID — ANGLE, 4" 4" 3/8° FULL WIDTH OF HOISTVAY W/ ` ( I ELEV 1 GRANULAR FILL & VAPOR .BARRIER 1/2" EXP. ,. BOLTS 12" 0 C by G.C. CAST IN r _ I I _fJ -= BLOCKING AS REQUIRED (BY ELEVATOR CONTRACTOR) PLACE PR ' WALL &'FLOOR r REINF. CONC. SLAB SEE STRUCTURAL DWGS. i I I{{ I' 1� 1" SHAFT WALL 4" METAL CHANNENESTUODSRW/ 1 1/2" GLASS FIBER W / -... " 1 LAYER 5/B TYPE % GYP. BD. �� UL R3501, 93NK22748, 9 -15 -93 SIZES AND REINF. SEE STRUCT. ELEVATOR SPECIFICATIONS J 7 SILL DETAIL 4" 16 HEAD DETAIL 6" 1 3 = TOP OF ROOF TRUSS ®.f38' -0" ® J :ii __ RS ABOVE PRE- ENGINEERED ROOF STRUCTURAL RUSS SEE ORA WOOD 1885 - PRE - ENGINEERED GIRDER TRUSS SEE STRUCTURAL DRAWINGS ELEVATOR RAILS TYPICAL �' 'eYL' BOTTOM OF HOIST BEAM ROOF RAFT ELEVATOR SHAFT. SEE STRUCTURAL DRAWINGS 3" CONC. SLAB 0 BREEZEWAY c EACH SIDE BY ELEVATOR c CONTRACTOR R S) UPPORT W /STRUCTURAL 5/8" TYPE "X GYP. B0. 0/ 1/2" rdrdblde∎ ends r rrrr ad = _ \ _ '•.: b Z ° I • ..•a a J I I IIII II I II e :•••• ∎ i •• STORAGE • 4747... i• u• LINEN ••i.•. a •.z. a • e • • .' - ELECTRICAL •• = PLYWOOD 0/ 2 x 8 WOOD STUDS 0 16" O.C. W / R -11 BATT. INSULATION % V.B. 0/ 1/2" METAL RESILIENT CHANNEL / 5/8 TYPE -- GYP. BD. T/ FIN FLR. (3RD STORY) ®.19'11 1/2" I I IL I I = _ L -. ,.. .:.. -.... - _ . y =_ /z" EXPANSION JOINT - MATERIAL TYP. C? Y ti 1/ FIN. FLR. (290 STORY) _.: . Ii ®® --- ; : 1 : „� ::®®® ® ® ® ® ®A ® ® ® ® ® ® ® ®�.� ®®I :., 5/8" TYPE "X' GWB EA. SIDE OF 2X4 0 16" 0.C. W/ R -11 BATT INSUL STORAGE . LINEN ELECTRICAL VP - G.C. TO INSTALL SOUD SUPPORT BLOCKING FOR THE ELEVATOR SIDE RAILS. - I - !. - ". 0E:t I :E F / - lome0=u,� -1. n WATERPROOF MEMBRANE M— :I,__ ® ® ® ® ®® ® ® ® � = �� I VIP 0 MECHANICAL ::. ELECTRICAL im s 00 -1 * EQUIP ROOM V" T/ FIN. FLR (1ST STORY) 0' -0" - ._. PR LADDER ., A 2' 0" SQUARE HOLE FOR SETTING OF JACK. FILL CEMENT GROUT BED SLOPE TO CONC. SUMP PIPE T " r nr∎Ike • ., ...,,.. I ' ® MS WITH CONC. AFTER JACK 15 SET SEE STRUCT: DWGS FOR'. FOOTING SIZES AND REINF. MANUFACTURES SPEC. "s°^T —1� 11V. . ": ifi' -0IA. CONC. PIPE 2' -0' DEEP FOR SUMP �— ®�� CROSS .SECTION • 1/4" 4 SECTION THRU ELEVATOR SHAFT 3/8" U ` cS o wl O TUKWILA, WASHINGTON FOR EXTENDED STAY AMERICA, INC. 0' CITY OF' WILE APPROVED JUN 1 8 1996 A CS BUILDING C!VG "x Q . Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE 3LDG. PERMIT SUBM. 3 -20 -96 4 -19 -96 BLDG. DEPT. RESUBM. 4 -25 -96 55 ED CHIIFL'I ROYCE A. G `x WB TON STATC9 ELEVATOR SECTIONS & DETAILS File: 95024 \ESA11 1/8" JOB NO.. 95024 SHEET NO OF: DATE: 3 -20 -96 A DRAWN: GID A X11 CHECK: PROVIDE /FL HASHING 2' -2' 1/Y 11/2" r SCHED. OD. FOR ILLRAILECEOLOR. ROUND POWDER - iii, ':.' I ilk ® EIFS- I SEE ELEVATIONS ON SHEET A6.1 I,� II T 7 5/6' WITH SHINGLES EXTERIOR PLYWOOD 30 FELT & TYPICAL FIBERGLASS .•.:O p y * :4.1 �' ... a/ y a 5 - BEND & RETURN TO WALL AT ENDS E.I.F.S. GYPSUM SHEATHING 1 1 /2" INSUL. EACH LAYER AS SHOWN -I I ,LEDGE .I CENTER �. I" :•I ti I x i•: '' "" 11.■ EXPANSION ROD AND GABLE END EXPANSION ROD AND WOOD TRUSSES BACKER SEALANT SEALANT TRUSS JT. W/ BACKER SEALANT @ 24" OC PROVIDE SOLID BLOCKING IN W ALL ® BRACKET -! " 1 1/2' 5/6• POINT OF CIRCLE I SLOPE HORIZONTAL- AWNi2 BLDG. ®6:12 . I _ .• - I I A TRUSS BEARING !�••� ��� WALL MTD. HANDRAIL 3U 2 FIBERGLASS SHINGL ROOF ON 30/ BLDG FELT ON 5/8" EKT. / PLYWOOD (SEE DETAIL 7/A -14) AR,QOUND EXHAUST VENT- CAULK PERIMETER ONE PIECE 14 CA GALV METAL CAP (TRIM HNISH) gilIMP SHOP FABRICATED AND PRIMED TRUSS BR ' r FL1 y z t r CH. STUDS ®2a^ o.c. 1 °•_11.1 / i m t' GYP. SHAFT UNER "� CONT. METAL END STRP tik FLISMNGSUP SYN Ftl ;�� EIFS, TYPICAL e I © -- I T 1 li I rr . 11 - EXPANSION J. W/ BACKER ROD AND SEALANT (TYPJ I . • I I I I WOOD M - SEE STRUCTURAL W DRAWIN5 BEAM AND SEE ST IN WALL BEYOND - SEE STRUCT. 4' -9 3 4" 1YP. f _ I ' _ C UT. MTG -. LAVE D PEE VWW rA f. EA 5Tk 1,11. P EAVES gEY STEEL COLUMN IN SEELSTTRUCCT DWGS. - LDING FINFLR. 1 ' B' DENSCUSS TYPE ^x" EKT. —� G�PSUM sHFgTH R ABDME ROOF LINE \ I; EIFS ON 1 V ., y8" GYPSUM 111 I� RIDGE LINE I 2x4 BLOCKING / 11• CONT. METAL END STRIP '' METpL FLASHIqG UP TINDER rN. E1fs 2x4 BLOCKING SHEATHING '1' x 2 x 4 x GABLE EN [ C CANT TRUSS BRIDGING 1 1/2" ALUM. HANDRAIL MOUNTED TO WALL. W/ - BRACKET @ 4' -0" O.C. MAX. (BEYOND) - I ( 74. @ IJ I PRE- ENGINEERED WOOD TRUSS. TYPICAL SEE -� STRUCT, DWGS. 5/8' TYPE 'X' FlRE RATED GYP, B S ;o 1 1/2" MOUNT 0 < B CAL GABLE END VERTICAL RPPED AS REOUTA ATTACHED 88 I WOOD ®1E EN . RIDGE & LAVE TRUSS 6' O.C. D AND TO TRUSS I ROOF RAFTERS I ' r `•L I \ �.: . ■ I I I 2'-0" MIN p I7,��- , [ ■1, ,., 5 RATED GYP / ± .� ` 'X m \ ao 0 ON RESILIENT CWNNELS 5 8' TYPE FIRE RATED GYP. BD. ON RESWENi CHANNELS DESIGN = , \III I I -_ _ _- ♦O,i -- ♦� m ASSEM U469 1 LAYER 5/6 TYPE )r FIRE RATED GYP: BD. W00D E reI� UA. ASSEMBLY NO. U469 IHR. RATED SHAFT IV d • - `j 2 1/2' CH STUDS 0 24' O.C. !:!001sT IN. FL HEADE TRUSS I d- I P, Fr, © ® II 'r• %� I� � I " \ :;E TOP OF LAVE _ ,S ct _ Q, II,L, W ♦� . AN. FL. ,'• - .. 6 i .-{ A13 BUILDING FIN. FLR. I `• ,' \� I' BOTTOM OF FPSC �" 1 4 8000 FURRING STRIRS 096.P O.C. 5/8' IYPE'A" FIRE RATE0 GYP. BD. mm ' ma :� ` 5/8" TYPE "K FlRE RATED GYP. 8D. N 1 1/2" ' -0' j , : is 11 f - EIFS BAND • xS ROUTED REVEAL •. EACH FACE of COLUMN A/feln& LOPE TOP 1YPICAL ( ) 0 RESILIENT CHANNELS ON RESIDENT CHANNELS FIRESTOP Le cic -- Xo1/JI� 0 : I /3 1/2" iS 13' -] 1 0 �a:- / B" / �.�. tr. � � , -�-- / 'I, A �' 2 1/2' CH STUDS 0 24^ D.C. EIFS 6 M 6 I BEY ND R °� 'i _ $IEEE TUBE COLUMN SEE SRUCT L DW 6" FN. FL EL UPPER. R00 � J � III'. � a 5 8' TYPE K. FIRE RATED GYP B0. / Ali _ ,� � / - 5/6 ttPE'K FIRE RATED GYP. BO / DOUBLE HEADER TRUSS T.S. STAIR TOWER ■ SRTRUCT. DWG'S i 1 II j: LI III I• LEI I � •_ ''ll''/ I'r / l� ', � All (2) 2x4 PLATE 2 X 6 WOOD lip s. BEYGND N WALL I 5' -2 1 r •_. M RN. FL, ®';� L. PRE - ENGINEERED WOOD TRUSS. Ai. }� o $ r FLOOR _ 5/8' TYPE "0" FIRE RATED GYP. BD. 5 8' TYPE °x FlRE RATED ON RESILIENT CHANNELS LI I -° '' I CONCRETE FOOTING-SEE STRUCTURAL DRAWINGS BUILDING ,FIN, FLR . IL '9.5� r __ 54- I "" v, ce on III — • ON RESILIENT CHANNELS m CONC. SLAB. SEE CLOSED SHAFT- SEE HECK DNS FOR VENTILATION ° _ _ ® III ; ' . 1 T ® I I STRUCTURAL DRAWINGS RN. FL FINISH GRADE VARIES • /� DPP. HAND ® //��-/ � //' NOTE: FOR TYPICAL NOTES / DETAILS, SEE 1/A -12 SEE CIVIL DRAWINGS NOTE: FOR TYPICAL NOTES / DETAILS, SEE 1/A-10. NOTE: FOR TYPICAL II NOTES / DETAILS, -' SEE 1/Al2. WALL SECTION AT CHASE 1/2" 4 ENTRY, TOWER SECTION 1/2" ' 3 STAIR TOWER SECTION 1/2" 1 O. d 592 OF TUKWILA APPROVED JUN 181996, AS NOTED„ / BUILDING DIVPSION i Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 - 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION BLDG PERMIT SUBM. 1�LGCj, �GP'�, 2EhUP�.1l T DATE 3 -20 -96 4 -19 -96 4.25-q(o 80'11 -1'0 SMI80E 888111 0TON SECTIONS AT STAIR TOWER, ENTRY TOWER & CHASE File: 95024 \ESA12 1/8" JOB NO,: 95024 SHEET NO OF: DATE: 3 -06 -96 •A� 1� DRAWN: GID CHECK: 2 1/8"',-, / :I • - _ / 10 3 4" EDPM WATERPROOF SHEET AT TOP OF WALL 1 1 /2"NAM. MA% ., ,' ,. :. .. '. ' - (2) 2 x 4 P.T. PLATE - - WOW FLOOR TRUSS SEE STRUCi OWLS 4 BATT. INSUL TYP. - _ - BLDG PERMIT SUBM. ' 1 0° "" 8 3 /q•" 16H ALUM. (MORAL � (y FABRICATE SIMILAR TO PROFILE OF R -3D BLOWN IN INSULATION ". ? ? ?? I ] 11i i������� BOTTOM CORD OF ROOF TRUSS 2 X 4 HALER 2 LAYER R -19 BATE INSUL OVER DOOR � .. I�0100!]�� .�. . ®v1 fix) U.L DESIGN U311 ' , W� 0T0'CO T GUARDRAIL) �� 2 X 4 STUDS 0 16' O.C. 1 1 Y •••• ,• {mss GISTERED RIGID INSULATION WITH TRIM SID CO S5IYTUN SYSTEM.(TRIM FINISH � E. W.6 - ■ DOUBLE —�� � �� /GONG. S LAB _ OVEft 5 6" PLYWD -_ I' ST STATEOF WA TO STEEL COLUMN BEYOND SEE STRUCT. DRAWINGS EDGE OF WAIL BEYOND MC12x10.6 STRINGER • . , M 2x4 TOP PLATE 1 1/4' F.F, . ° ► ►a - - °-I „ . _�A _ -�.� •p' )1 ♦1�— �� a1 4 p®' 41i ® I ► • (2) 2x4 DOUBLE TOP PLATE PR TREADS CAST - I S ■ i; -��� +i+� _ _ �, EXPANSION JOINT "c ®. 3" THERMAFIBER SOUND ATTENUATION FIRE BLANKETS - p + +��,.,. ii� +il►i + + + +1 + + +I t+ +1 w •• ++1 z ♦1 * x +1 +�4 ���� ++. +zj.�•. ? T' .. - NT DLL SURFACES (TYPICAL) ' .PRECAST ALLER' PANEL ( FIELD VERIFY WIDTH ;PRIOR TO- MANUF. ) - - 2x4 NAILER CONT. EACH SIDE 1 LAYER 5 X' 1 HR. RATED ACCESS DOOR - W KEYED LOCK 22 x30" W/ KEYED 1 LAYER 5/6 TYPE "X' GYP, BD, CLEAR OPENING OVER RESILENT METAL CHANNELS INSTALL PER MANUF.'S DETAILS AND / OR RECCOMMENDATIONS METAL CORNER BEAD •' -' '° _ ' 1z4 4x / BACKER ROD & SEALANT 4 - - 1 ►� /6" TYPE GYP BD OVER 1 Y RESILIENT METAL CHANNELS / 1/6! 4 " WOO D'STUDS 6 O.C. h /2” EJ,F.S. GYPSUM SHEATHNG NTROL JOINT A I 1 WNSY + SYST A RIGID INSULATION HEOC STUCCO M BASE FINISH ) 5 /8" OENSGUSS FIRE STOP 0 CLG ,.. _�_, 44 :� •___- „,_-„ RESILIENT METAL CHANNEL "X' NOTE SHEETRWK ACOUSTICAL SENANO CONTINUOUS AT TOP AND BOTTOM PLATES AT ROOM PERIMETER TYP. �.� ` - h 1/Y EXP. JOINT EXTEND EPDM WATERPRF. SHEET TO FACE OF CHANNEL. (EXPOSED) F z GYPSUM SHEATHING . Al 5/B' IC PE G P. ggD. DECK ABOVE �ttP.J 2 X ; 4 STUDS 0 16 O.0 1 1/7' -, / c , �i ] A, 40 1 1 " " . U.L DESIGN PARTY WALL U305 " 1 6 ATTIC ACCESS PANEL "TUTYP. 1 1/2 1 D TO COLUMN SEALANT EACH 0 1 OAL XT A OP AND 2�x10'S W I�Y2 PLYWOOD F TCH PLATE •1 +1 +i �- SPANNING CONTTE 3/4° SYN RIGID -1 1 // WEL GALV SBFRCAST FACES a- " A1UM8 46 TO FACE WATERPROOF ALL 4 ANO STUCCO A/C - 0 16° O.C. FIRE RATED BO /RO Ai BACK OF CABINET CABINET U.L. SPEC. 2x BLOCKING 0 16' O.C. W/ DENSGLASS SHEATHING 1HIvu� • • . l• L ' �" �Eq •® SY HETIC STUCCO �^ I•g WOOD STUDS S46 TYPE'X I �� ! IIjTff 1 +j. �j .q OL �� —� CONC, FILLED MTL. LANDING INTERMEDIATE -,..... " F.E. '^ 17 : :17-4' I ,I NNE, ' N: '� I 4. I7III +i 1 i ■ iila +� +���Ii � MATCH FIL•••••S( W RE Y& BEYOND) - EPDM. (SEE SPEOS SHEET TURN UP O EXTEND TO FACE OF - 3(4 oO 6 EXT GRADE PL EYT. PLYWOOD s l'cc E.0 ON I , GYPSUM DARE 84125 0 4 1' � 7 A 4' -4 1/4° TB FACE OF SIN. STUCCO ., •I __ . b • • • ,• ' I r . _ �(, \ it FIRE EXTINGUISHERS FIRERATEO�SEE DOUBLE Y i s •- .J 3 4'/ _ COL Q-j 1 6 3/16" (- FACT-0" OF SIN. STUCCO FROM FACE.OF SYN..ST000O ,,2* FIAT 84R z CONT. SEE STRUCTURAL DRAWINGS fOR $ONNETCION DETAL a 6 2x4 AT - TOP AND BOTTOM .. -0F HEADER C 8 %1,5 ANCHORED " C. - FIRE EXTINGUISHER - WHO STUDS 5 B" TYPEL"X' / CABINET UM / ( N 306 THK CL USE ANODIZED CUR A BUTT ABOi4' OC (( 4U xCUlt ,ski sdio, 1 CHORD OF TRUSSwRH WOOD SCREWS T - ® °u 7 x 1 1 Y x 1 S i0 ANGER STEEL'? SHAPE TREADS PAINT FIELD VERIFY J 4° STL ANGLE ETYP.) ANCHORED" ALL EXPOSED TO FACE OF SYN. STUCCO ) '3/� . • ••••••, X 9 _ :' 73/4° TO CHANNEL m � N I PANT ALL EXPOSED STAR SURFACES HOSE EL EXTING:.,CAB. N.T.S. STAIR CONNECTION 1 1" I '12 °).tip 3/4' EXTERIOR GRADE PLYWOOD �1 SEE ROOF PLAN FOR LOCATIONS CONY. SFAIANT Y� /(�\ M E T A L 1/ 14 W� WASHING - 2 6 N.T.S. 3 4 U A M E T S A T INSIDE OF STAR CONC. TREADS WITH G A BLE" END / ROUT AS N DED ER LEVEL G 4 2 X 4 WOOD SPANOREL TRUSS WOOD TRUSS SYSTEM ROOF SHEATHING /11 ROOF TRUSS / yyy f 4 J / " 0.C. 0 4 O.C. PRE CASs NOSING I FLASHING DRIP If 3/4" MERTON PLYWOODR PLAN 1/2'122 SECT. @ STAIR LAND G 1 1/2" 17 SEE SPECS SEE SEE SRUCi. DWGS. 5/6 TYPE "If FIRERATED .� �- 3/4' PLYWOOD CATWALK ABOVE CEILING INSULATION 1 ADE ■1 4 1/7- • ■ 2 1/ ,4 �,, : ®' 5' V TO FACE OF STUD 2 1 /B,^y1 SNpT�" ° GYP. BD. 2 % 4 FAAMINT 4)f 1 _. _� .®_�. �� ®� 0 :®�0) �®, ,O ®.,/2 `♦® ® ®® •4I.' P.0� OA ' •4 4►� •O4 .1,., 3/ MIN 1 / q Y 3 4" EXPANSION JOIM �� ITS BACKER ROD & SEAUM FIN. FLOOR WOOD STUDS 0 16. O.C, SHAPED E'I'F.S' 5/6 DENSGIASS .. GYPSUM SHEATHING ' 3 4" EXPANSION JOINT BACKER ROD & SEALANT 2" E'•1.5 1 -1 /Y STUCCO SYSDBA. 5 J�^ -I^(PE'xX" %i G 1f 3HPVE14 pi,5y1A55 HCT ;" CODES. . pfCWESS OR. W OND I PR OF STANDAR HINGES &LATCHING' DEVICE WOOD ROOF TRUSS hi E CF.S. NOTE: CONTINUOUS LAMINA, TOOLED TIGHT TAT GROOVE. ' N "• . �. - ROUTED GROOVE IN INSULATION 5 BOARD- MAOTERIDAL /COLOR. E.LF.S _ •^ - ' ® #1 3" e,11 1, 0 0, e. 1 I 1 is x 6 WOOD NAILER . ! __ con J MOLD CUP. , -, , - ORAL VENDOR RESPONSIBLE CCOMPLY \ % - 1 1 2' x 1 l/Y x / 4/4" STEEL .ANGLE BEYOND - WELD TO STEEL STRINGER (TYP) CONi. ROUTED DRIP _ 7 3 4' ; 3 "WIDC SEE STRUCT, DWGS. '.'win!, 11 I 5 8" PIPE GYP. BD. ........,,xi / OVER RESIDENT CHANNELS ,e TYPICAL ALL CEILINGS. ®O�'/, Pip �������4►�2 ISOLATION O.C. AT ALL CONCRETE SLAB' coN1, MiL; -SAVE VENT aR RAIL DESIGN.. DESIGN TO PEit ll6C 5o5s :TAINT 7o MAiGH WITH ALL APPLICABLE Ap:Y+6EhK MA7GKTAL CALOK. - .. I ®� ♦p 1.11.1 1110 1111 1110 �I1�'1 ►gig <I,,, ! 1111 ►10 11' ��Ia ►1111 1 1/72 j /2" X 2 1/Y X -3 WELDED TO 1 1555RIN " �� ANCHORED ON TWO3�8- '80LTS IN/C�ONC SUB CONNECTION STAIR CONNECTION B" SIEE ANGLE XPA '" ` EXPANSION r ` ,. T `° ' - MC 12 x 10.6 STRINGER 1/Y VINYL 4OUND STRIPS 0 24 PARTITION WALLS 1 " 1/2 1 13 GUARDRAIL @ BALCONY 1" 8 DRAFT STOP DETAIL 3/4 "I 3 SCHEDULE - M /r 1 1/2' RIGID INSUL,----,, WITH SYMHEipIC . BASE FINN) M ` BASE FINISH ' 2 1/6 k 5550 - -_ - Fl��N. FLOOR; 0 ON SHEATHING ER , ,. 2 1/6, STUD or,,,, - 3 " .SIN. STUCCO E•l�� PPEREOJEE�CEiIyOpTNOpNBgOVE - `� CAL N V 0RWCS. 'u'1. "N' PI 3: cA' °�� .}'.}' 3. ` "p' //UTHNGSGUSS 1 1/7 E.I.F.S. �. Milli S N FIN. FLOOR °.- \ .- f° '•mss" ' ". O +i +o1 $0.0.1 S++I +1 x =O�.I a4 "y1�' + ++1 ' +1 i +i ��e�� �0: +� ®+v +�1 s� 1 R;EUEAL AT EIFS •' ". 1' :1/2 23 011 ■0;1; ►1101 11 d01NT WNPH���BACNER ROD & IjkiviI WpOo STUDS \ °., a _ - S -. �o rye +�+ + + + +�I� i 3 4° ACKE !RGp DINT AND SEALANT 1Y 5 9iEEL �9E FOR PROJECTIONS ■ 1 7 Y2• RIGID INSULATION h WI1H gMYNTHETI /g STUCCO .I GYPSUM ON E�TYP S I E O _ 3 2 / 11 /Y 's — 16 OC.. ' AIVia 1 E.P:O.M..FLASHING SVGA WOOD BEAM - - 'I*44*$ 1101 �1101� 111TH �11111� ICI K�% P.( '.21 +� j,+ i +�� +� RIGID INSULATION WITH SYNTHETIC STUCCO SYSTEM (TRIM FINISH p I.41 16 0C: GUARDRAIL r ; 1, SM. STUCCO RIGID INSUL AS ISHOWN. 5/8" DENSGIA55 7 • ■w '. -, _ ®:31.1 - .• SEE STRUCTURAL eiRellninifilniir L' J 3.-0" k" k • 7.44®®A•4NP.∎ 0,4 t,� m� GYPSUM '- 5 ®® ► ® ®O ® `e Ir ♦4 14.1 ' ®; " • S' ®/ ►� I ` ►0 o I /.. • '. D. .• . I/ OBI I�Om / , 1..m. I ®a„m ®e ®o ® ® 4 I I ®, DOUBLE -PUTS TOP BOTTOM �� oe S, TWO LAYERS OF 3/4" 6/0 ,., EXTERIOR PLYWOOD EACH SIDE, Fd ® - O� F4 0, 1 ., E.LF.S. EACH 0100 ., NI O ®' 2 %' 4 AT 16 0,0, O I Ise ®-�a + E.LF.S ) 1 ('\''y w �.GYT V� , 1/7 E.LF.S - 3/4" EXPANSION JOINT 7 WANTD SEALANT ROD 3/4° EXPANSION R 00 & SWFAIA�gT � Mg/ 1 1 BAND @ ENTRY ,SIN. STUCCO . BAND @ TOWER •y .. A, I/• 1" 14 TOWER ` �1 1/2 "1 19 SECTION (Cc� BAND 1" 9' CORNER DETAIL 3/4" 1' 1/2' ' - .- : LINE , CONC. yR pSECYIO ;. • OF " ' y �T pp UABSVE EypTNI�F1g � " PROJECTION S ,] 4 - 'b '1 3 SYN. STUCCO 5.1x6 I PROJECTION. AB04E ) 2x6'5 0 16.'0.. 3 _ STRINGER BELOW R 1 1 Y RIGID' INSULATION / W/ 5/B '. r SHEATHING. 16' O.C. .. . 3' E.LES. gp E IAN pB SEfJELTEVATIONG VE FOR PROJECTIONS -' BLOCKING OD •• - -• u_,_ r i ; • ' -..i,l 5 /8" DENSGIA55 .GYPSUM 2x6'S ® . STEEL COLUMN- SEE^STRUCTURAL ,. DRAWINGS I 11 /2 °E.I,F,S. i a. r ((( ■1 I ^ I SYNTHETIC STUCCO ON DENSGLASS GYPSUM SHEATHING. INTERMEDIATE` 4 LANDING BELOW METAL STRINGER' FOR �ITH 7sYI�i.,,NSUUTL(064 SYSTEM N 5x6 DE SG ry GYPSUM SHEATHING`TYP) GUARDRAIL " "r Ip5 S _ y STEEL TUBE COLUMN SEE STRUCTURAL ORWGS. -_ . • = TS I i6.1's 0 1fi OC 4X4 , 3 - 2x6540 i BELOW ANCHOR EA SIDEZOF COLUMN '. - li® ,� b -. ' ® SUPPORT HEADER. 2z6'e 0 16 OC. - m i _' - -_ .I� �' n ", m 5' -4 I/6 ..:. '4,.� , ...... , _- 3 6 .® _J 224' 016" DC 10 6 CLEAR ) . ......., 4I-0" CONE CURB - 3'- ' 50 ,-7,' BAND, '@''' `ENTRY , 1" 25 NOT USED 1 1/2" 20 CORNER DETAIL' 3•/8`" 1.5 FIN •.WALL @.."STAIRS 1/2" . 10 COLUMN. (ap; ENTRY 1/2" 5 tYJ ietC 1 - - n° L _ TUKWILA, WASHINGTON FOR EXTENDED STAY AMERICA, INC. CITY OF TUIIWILA APPROVED JUN 1 8 1996 AB F1oTEa I BUILDING DWTSIG'N Architecture and Royce A. Berg, Y. Ken K. Chin. 1201, — 4th Ave. Seattle, Washington (206) 583-8030 Planning A.I.A. Principal Principal S. #102 98134 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4-19-.96 I3LX5, DEPF. P..E`i fr1IT.4.25 -4( {mss GISTERED � TCbt STATEOF WA TO EXTERIOR DETAILS • Fil e: 95024 \ESA13 1 /4 JOB NO:: 95024 SHEET NO OF:15 ) DATE: 315 -99 �_ ,in DRAWN: GID _CHECK: . - - _ • -. - . RIDGE VENT SEE FIBERGLASS SHINGLE ROOF SYSTEM 3/A 14 FIBERGLASS SHINGLE SYSTEM OVER PLYWOOD ROOF LEADED FLASHING BENT INSIDE VENT PIPE DECK PREFINISHED METAL FLASHING WITH CONT. METAL CLEAT BUILDING DIVISION P°o�I. LEADED ROOF JACK FLASHING EXTEND 4" TO 6" BEYOND ROOF PENETRATION. 4" .- 6 VENT PIPE I I COIL WRAPPEO FASCIA WITH 1x3 SHINGLE & 3- 2x8'S a16 4 -19 -96 MOLD iii (TRIM FINISH) OVER 3" RIGID INSULATION SEE ON SHTA72 FOR DIMENSION 5/8" EXT. GYP. SHEATHING rc ■� II.4 � - 3/4" EXPANSION JOINT WITH BACKER ROD & SEALANT � SYN. STUCCO BASE FINISH OVER 11/2" RIGID INSULATION Vt% ( i '' 'JIFIIIIIIIIIIII I' ROOF PLAN & DETAILS File: 95024 \ESA14 1/4" JOB NO.: 96024 DETAIL @ GABLE 1 1/2" 5 VENT THRU. ROOF 1 1/2" 1 • SYN. STUCCO BASE FINISH OVER 1 1/2" RIGID INSULATION , 5/8" CDX EXT PLYWi ..."---' FIBERGLASS ROOFING 12 30# BLDG FELT DOUBLE LAYER STARTER STRIP 4.75 1 1/4 EAVE STRIP STRAP ANCHORS 0 48" OC "� If F♦/ 3/4" EXPANSION JOINT WITH BACKER ROD & SEALANT 5/8" EXT. GYP. SHEATHING _ = SYN. STUCCO TRIM FINISH OVER 3" RIGID ° INSULATION,. SEE SECTIONS ON I �: ®: �® " .tea 111 1_��I n COIL COATED �I ALUMINUM GUTTER WOOD ROOF TRUSS TRIM FINISH SHT.A7.2 FOR DIMENSION MOIL ,1 -2x10D FA2- WITH 1x3 TCHGEA MOCD,T -2x10 & 2- TO MATCH EAVE DRIPYL CIAD)A BOARD �jt� =� 3 WIDE X CONT. METAL SAVE VENT PER 086505.3 PAINT TO MATCH ADJACENT MATERIAL COLOR 5/8" TYPE "X" DENSGLASS SHTG. °X TYPE DENSGLASS gGYP. SHTG. - _ EXT. GYP. 3" x 5" VINYL COATED ALUM. DOWNSPOUT LOCATE AS SHOWN ON DWGS. ROOF EAVE DETAIL 1" 2 BOTTOM FASCIA 1 1/2" 6 '.. "A° ROOF 1" WIDE AIR OPENING VENT CLASS "4' STRUCT. ROOF SHINGLES CLASS FIBERGLASS SHINGLE SYSTEM OVER 30# BLDG. FELT. 24GA G.I. METAL FLASHING AT VALLEY; EXTEND - 12"MIN. TO EACH SIDE OF VALLEY sue` CONTINUOUS RIDGE ROOF SHINGLES - OVER 3011 BLDG. FELT PLYWOOD ROOF DECK 5/8 " EXT. ROOF TRUSS. SEE /// ROOF DECK FLASHING @ VALLEY li 1/2" 7 RIDGE VENT 1 1/2" 3 Qt DOWNSPOUT 0 EXHAUST VENT SHAFT. SEE SECTION / DETAILS 4/Al2 Oj 1' -4 "WIDE 3/4" PLYWOOD CATWALK FROM ACCESS PANEL THROUGH ATTIC DIRECTIONS. ® DRAFT STOP PARTITION IN ATTIC. SEE DETAIL 3/A13 NINE THOUSAND SQUARE FEET MAX. PARTITION TO ALIGN WITH THE PARTY/SHEAR WALL BELOW. (USE STRUCTURAL SHEAR PANELS AS APPLICABLE) /S SHEAR WALL PARTITION IN ATTIC. SEE STRUCTURAL DWG'S. ® PROVIDE 24"1t1 X 48"H PLYWOOD ACCESS DOOR IN DRAFT STOP PARTITIONS AT CATWALK LOCATION se PROVIDE 24 "W X 48 "H PLYWOOD ACCESS DOOR IN SHEAR WALL PARTITIONS AT CATWALK LOCATION ©PROVIDE 22 "x30" ATTIC ACCESS PANEL BET. TRUSSES AT CATWALK LOCATION. PROVIDE LOCK. SEE DETAIL 1/A13 ❑7 PROVIDE 22 "x30" ATTIC ACCESS PANEL BET. TRUSSES IN STORAGE ROOM. COATED ALUMINUM GUTTER TRIM FINISH []g LINE OF WALL BELOW Ig CONTINUOUS RIDGE VENT. SEE DETAIL 3/A14 n ASPHALT SHINGLES EXHAUST FAN - SEE MECHANICAL DRAWINGS FOR SPECIFICATION AND DETAILS 0 FOUR PLY BUILT UP ROOF SECTION E CANVAS AWNING BELOW (0.5.0.1.) : sl OPE. SLOE . ® 11 Eb SLOPE 0 Tom. ❑_ II Elmo o WWI SLOPE SLOPE - -� g I; E l 0 ttP. 0 0 I� '� © to— I ® —. e --- — ® g - - �� _ T o� —_ _ • I ® t "y '. ' 4 ❑ - _ — x VEY ©_ ® - I ® Ei: I • _..4 " —J I� tV 1 cl I a 8 1 n g - T m _ I El 4-[ - SLOPE K I m I It �� t0 � I ` Witir — _ — T.1 � I `I 1 tl � — — — ,. m 1 51'1 - an 1 ® O m. 1 I,. � — _ SLOPE I T 1 I as - _ _ F01 SLR SLOP'F 0 0 El SLOPE SLOE, 0 0 ® El 8541. stoic. n ID 0 MI eitk ® ROOF ',PLAN 1/16" 8 KEY NOTES 4 I(2 1 x Q9 o CITY OF TUI1WILA APPROVED JUN t 8 1996 AS NOTED 1 BUILDING DIVISION Archltecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE BLDG PERMIT SUBM. 3 -20 -96 4 -19 -96 10L.104 VBp6.RESUPMlli 4 25-9Ya. Vt% ( i '' 'JIFIIIIIIIIIIII ROOF PLAN & DETAILS File: 95024 \ESA14 1/4" JOB NO.: 96024 SHEET NO OF:I' /'► -14 DATE: 34048 DRAWN: OID CHECK: 5 E0. SPACES =7' -6 CK LEGEND O 28'W xE29'DR RS}ER1 /I16"HK 7C. INSTALL (. STAINLESS STL. SINK ELKAY BPSR -15 W/ LK -2438 FAUCET 17'W x 22'L x 60 © MICROWAVE SHARP R2M56 19 7/6W x FIELD VERIFY 11 1/4'H x 13.0 120V,600W C.C. INSTALL EXHAUST HOOD THE CHEF # H520 -300 24'W, 200CFM, 2 SPEED W/ LIGHT. Q SHENNG 11° DEEP O C O PIASRC LAM SPLASH BACK FULL H❑ O SHELNNG 23" DEEP INSULATED PLUMBING BOOT -SEE PLUMBING DWGS -_ HVAC. NO DESCRIPTION DATE DOUBLE STACKED DRYERS BY OWNER WI 1 WIRE CLOSEIMAID OR E0. -SHELF W/ INTERGRAL CLOTHES ROD PLASTIC UM. ON PROVIDE WOOD BLOCKING COUNTERTOPS, SIDEk ■ b b -I 2659 '. I L 008669 114110i 1,,,7M11 IFi 1 S1ATEOf . T ^,>� .. _ JOB NO.: 06024 BRASS COAT HOOK MOUNTED AT HO O46 ONGD DATE: 3.04.08 WORKBENCH - -. O ❑ ❑ � I 1 0 4' VINYL 845E 44I OPEAEEE I� - =_' -- FURNRUR O.S.0.1. TYPICAL_. fURNTNRE VINYL BASE TIP. 0 S.O.L 4' WNYL BASE • FlLE x -W 0' WER OVE -, Vf = GUEST LAUNDRY ELEV. 1/4" 17 LOBBY ELEVATION 1/4" 1 1ENANCE ROOM 1/4" 9 TYPICAL ROOM ELEV. 1/4" 5 H.C. KITCHEN 1/4" 1 KITCHENETTE AND APPLIANCES O.S.C.I. —� UNITS - JFGEND 28'W REFRIGERATOR ROPER 28'W x 29"0 x 63 7' -P O STAINLESS STEEL RTI4ZKXD 11/16"H. SINK ELKAY BPSR -15 1TW x 2YL x 6D R -2M56 19 7/8'W x (CHEF #H520 -300 2 SPEED W/ UGHT RC8100% RACK COUNTER OPS ON W BACK WALLS. M'. �� FIELD VERIFY •_, •- W/ LK -24 }8 FAUCET, © MICROWAVE SHARP 0 EXHAUST HHOOD THE O 24 °W, 200 CFM, E COOK UNIT WHIRLPOOL O AN/W / 120/08V 30 25KW O SHELBEO H ©SHELV�` © (� © PUSOC UOA SPLASH NEIGH G 0 ONNYL BASE 4' HIGH © DRAWER 5 6 b `� „�_,_ % / MIRROR BY OWNER FURNRURE •o �j ��� __ 1` $111;!±L\\ E LEGEND 12/A -3 -` j MENEM SH:LF VENDING MACHINES ,'nom II,, ___ f }rE U 1 b 0 I ��LII OPESPCE = fy & . e.�. Ali � MISC. DRAWER BASE 1YPNLL MC ELEVA ION W/ QUEEN BED UNIT sGuD BRACE, \ DIAGONAL VINYL BASE - TYPICAL TYPICAL xe ■ GUEST LAUNDRY ELEV. 1/4" 18 LOBBY ELEVATION 1 /4 "I 14 TYP. ROOM ELEV. "/4 1 0 i CHENETTE ELEV. 1/4" 6 TYPICAL ROOM ELEV. 1/4" 2 A16 EMPLOYEE LOCKERS ' PLASTIC CO Mrs LAN. ON NTERTOPS, SIDE 0 0411 0 100 0 - Rx. 6" _ \ 6—L 'x0 SHALL .' 6 BEYOND E OF WINO OUN7 '00 AGM MIN TO x'• TRU SES . x M x' 0 PRan six p �� } b BEDS MIRROR BY OWNER BY OWNER I - BY OWNER ( OSC.I ) ■� GOESTROOM SCHEDULE ® ® .PEN KEY DRAWER CASH DRAWER MISC. DRAWER �� _ _ _ _ = = = = IIIIIII / j FLOOR -BED 2 -BED H.C. FLOOR TOTAL - MlcR7xp�vE, os.o.l. R4CKSPUSH m ' -_��_ C, * 18 n ' /! 1ST I5 9 4 28 H.VA,O. UN �I OPEN` SHELVES P - 2ND 34 — — 34 ®OIIIO�O'. n \ REFS CAULK SIF F- SIDE 0 W , NEWPORT ► AT (SEC ND VIEW CRT) HANDICAP R OMS ON Y. HEETROCKRBi00RE 1PLETE -2v BASE 3RD .34 — — 34 y °may I"• "I -OPEN KNEE SPACE ° MI • \ \ } �\ `FURNRURE VINYL BASE ttP. H.VA.C. UNIT ELEVATION VI/ 1WIN BEDS �� BY OWNER SAFE ' 2',x6" FRWIN FOR +E BASSER HVA�UNFROMR EOCNT • AND SIDES OF. MVAC • .FLOOR CARPET ONTO ON FRONT AND SIDES. TOTAL 83 9 4 96 1. 6 SAFE DEPOSB LETTER SIZE FILE CABINET W/2 DRAWERS BOXES ABOVE INSTAWNG RM. SCHEDULE I 1 19 LOBBY ELEVATION I1 /4 "I 15 STAFF ROOM ELEV. 11/4 "111 TYPICAL R00 4" 7 TYPICAL ROOM ELEV. I1 /4 "I , n ,I 1 _O O � N I 5' TURN 1 AROUND VINYL ' O `, VINYL O CARPET CARPET \ n -� � mum. CARPET \ _ H. ED K O_ b 7 • ROOM.. 0 ® 0� 90�' O / k \�/ 5' TITAN AROUND UEEN BED Q �� � eO O -��© CARP IIIM — TWIN BED 4Y x 80' 7 xi. E 0 O ® II roils ', TYIIII BED II E �� II 11 � II -- Ma trilidrai 11 p O O <> ., O ROOM 1F0E6D TABLE COUNTER (0S0I) E NIGHT TABLE (0501) 3 -0" O W N 3 -0"H 1YDx 22'W SIDE CHNR (0001), O CHAR (OS01) 22"D ;x 18'W 34'D x 26'WW ARMOIRE LOS01) O MIRROR TOS01) 2 D x 3'W '46H x 34`W 030`.A.F.F. QUEEN 0001) O OTTOMAN (0001) Bp'p 1i. 80'W( K glow d'W' TYPE ® & © ,LEGEND. p •TABLE //CWNTEyp J "' -0"W x 3'-U O 2TE NNJRW0 n O;CREDENZq (0501) 2 ' x 72' BED OS01 OD ,QUEEN. ( 60'D X 60'6 . TYPE, (I)0001) E TABLE (OSOI) fl' O .PDT 2YW I) O CIWR (0501) .}4`D MIRROR 0501 • H ( ) - , 48'H x 24'W a Stl': AF.F. ) •':; O OTTOMAN (OS01) 4D x, 6 0 ' LEGEND tv , ri,,,. TAB (000Q OA TABLE/COUNTER (OS01) 0 D x W O 3' -0 W x 3 -0 H O 8 SIDE CHNR W(0001) f HAIR x 01 22'0 x 16 3 x x 2: O ARMOIRE (0501) O MIRftO' 0001) 2YD x 35'W H " 48°H ,, 36 AFT Op - QUEEN BED (OS00 O 0R0MAN (1601) 860x6a'W 4''0x1 W ROOM TYPE 0D LEGEND O TABLE //COUNTER ((0501 NIGHT. TABLE OS01)' J' -6W x 3 0"H ) 0'.17'0. N 22'W( O,SIDE CHNR (0501) O 114(N BED C 0) 27D x 19 869 x 42'W W ' ( O MIRROR FO 01 C C ,r2 0001) H 22 x5) O 20'D x 72°W 46H x 4 W 0 3D' A.B f. ROOM TYPE E Q r TYP. TWO BED ROOM 1/4 016 'TYP.'- °ONE., ;BED RO0MI1 /4 "I. 1;2 TYP. H 4 UNIT, 1/4" 8 TYP. , CHASE ROOM 1/4" 4 iet C5) n�° 1- Iiii C5 O I CITY OF TUKWILA APPROVED JUN 161996 AS hUiEU ¢ . BUILDING DIV181UN Architecture and Planning Royce A. Berg, A.I.A. Principal Y. Ken K. Chin. Principal 1201 — 4th Ave. S. #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE 4 -18 -96 a�19 -PG RL000. 1"f KEZUBMIT �i"26*c16 2659 '. L 008669 114110i 1,,,7M11 1 S1ATEOf . T ^,>� .. FURNITURE PLAN INTERIOR ELEV CAB DETAILS BY OWNER - FOR REFERENCE ONLY 95024 \ESA15 1/8" JOB NO.: 06024 SHEET NO OF: �_�� DATE: 3.04.08 DRAWN: GID CHECK: 13' -0" A -5 TYP. L 234' -10" 13' -0" 13' -0° - 13' -0" - 8$..L -8 ti5 COLS COL. NL6 w/ br #5 EACH WAY TYP. 1 2 PL CES CENTER CO TS 515 COL. T.S. 5x5x TYP. (2 PLACE ) r 13' -0" 12' -109" 7' -0" 25' -0" 6•_59 "r6• -42 13' -1r" 13' -0" , 13' -0" w/ TYP. 6(4 A,5 EA. r HD5A 1I 1 I' S.J. 1 w S.J. 1 r6056 S.J. r Y S.J. 1 g rHDSZ I III II I S.J. 11 I Iy S.J. -1 g J_J rHDSA 1 S.J. 1 S.J. S S.J. ' 1 PER DETAIL 11 T 1 L J 18" TYP. D185. _1YPJ TYP. \ L.y 3i h ut G O S SIM5r � I IL 1 - 1 4 J' K -5� ttP. \ 16 TYP. JAL �y._ JIL___J -, F3.5 1 1 EJ L r 1 ____J r TYP. C T l r 1T I w �T 1 I r 1 1 r t 1 D -5 I. N ` r S.J. FULL LENGTH I^ S.J. S.J. I 4" SL.9B w/ 6x6 W1.4 W1.4 W.W.F. ®rE LAB S.J. I 1 S.J. S.J. S.J. S.J. L HD5A Zr- rl 0 J V L2-105A 1 1 QD L_ J LH05A7 LHDSA �I T _ __J 1 0 J ��1 4j, © 1 5 HD5AJ " 1 1I `/ I A \ -F1 B F-- 4x4x ttP L. (2 PLACE) h7%%1 N -6 g,9bixrt5 0056 ESL HD5A A -5 TYP. 13' -0" B -5 -1- N UP 6 -5 T.S. 5x5x TYP. (2 PLACE ) .r Go r T HD5A1,1 PER TAL 1 (3 P DEACEIS) F -5 1 l I 10 l 1D -5 S.J. I tt� 1, ' L r HD5A1r , S.J. J O Ir HD5AAr. 1 I III O II HD5ATI WI SJ N. @ I.. S1 S S.J. ' 1 PER DETAIL 11 E -5 J I� S.J. ui I I S.J. . 1 116' TYP. 1" J D185. _1YPJ TYP. \ L.y 3i h ut G O S SIM5r I . h� 4 G 9 -4 -_ -- NI 0 • 1 LI J r4F3.5 L - • i I^ -, F3.5 1 1 T + D-5 1 S.J. r 1 r TYP.Q FULL LENGTH 1 r I 1 } , 4" SLAB w/ 6x6 W1.4 W1.4 W.W.F. 1 ® CE SLAB I S.J. S.J. 1 I S.J. S.J. S.J. j S,J. 1 1 in HD5AJ 11 in L HD5AJ 6 L _L 1 6 11 L HD5AJ , L HD5AJ it 1 rr 111 r RAMP DOWN — 00 0 TOP OF WALL 1�1 STEP I AS E0'0 rJ I� II TYP FOUNDATION PLAN 6[% NOTES 1.) TOP OF SLAB ON GRADE IS AT DATUM ELEVATION. 0' -0', (0.9.0.) 2.) SEE SECTION. E-5 & F -5 FOR SLAB REINFORCING. AT MECHANICAL UNITS. 3.) QINDICATES- SHEARWALL ABOVE. REFER TO SHEET S7 FOR SCHEDULE. A -5 4" SLAB w/ 6x6 W1.4 x W1.4 W.W.F. SLAB B F 5 1 —r 1= 18" _1 1 T.S. 4x4x TYP. (2 PLACE$) Go`rye L--5 9" A -5 CITY OF TUIIWILA APPROVED JUN 181996 AS NOTE BUILDING DIV 3 THESE DOCUMENTS REVIEWED FOR CONFORMANCE WITH TIIE FOLLOWING ORDINANCES .1/g STRUCTURAL PER UNIFORM BUILDING CODE IJ NONSTF,UCTURAL PER L:IIFORM BUILDING CODE ❑ WAG 51.20 BARRIEO't9E REC LATIONS THE APPLICANT iS P' nx'CE WITH ALL APPLICABLE ORL`..:.. 'DEMENTS AND INTERPRETATION5U OOVERI:. O010M 3'2'1•°%6 001001 4 10'' 1? APR 0 J 1999 AP P1 & Planner RECEIVED , (PR 8 1996 RUBERT 100001T1 ASSPC. RECEIVED t.7' : 9 1996 ■ 3 Hz x (4 fft Z _1 STENIDNS 0_ FOUNDATION W Z CADrra' HA JOB N0: 96052 ENGINEER: T. LANGTON DRAWN: B. PATEL DATE: 3 -21 -96 SHEET NO: S1 EXTFDPI •_ 4,, 0" 234' -10" " ' 12" 9 -. -_.___ -_. -� ''. -_ -.. _- L _... '_... T ... ., _ _ 6' 6 -5 _42^ i ._ _ _ _ _ i. 1 DATE: 3 -21 -96 IttP. S2 N✓-6 1 - 7NP. 12" i 1 N -'6 � � 1 1 - —_J 8_5 = -� . II II II . 11 L - -J II 11 n, o. II 4 - =J 24' 1 1 0 o _ - HD F D20 10 1 __ TYP: 0 _ L:: 1 __ UP D29 N c' IIr - 0 L ENGTI4 _ FD2A �KD2A _ _ 1® V —_ -��I 16}" !TRUSSES O 0 16"l ♦ o/c _ iD24 2 0 2- 1 x 14 "x16" 16 M.L. s _= p -- G CDX PLYWOcO 1 -. c�] r -l- -- I �' 1 I 1 -, DOWN JP - yI T I� 1 HD2A DOWN _ 022 © UP _ 7-'� NP C FU _ G -6 � _ _ 02 0 0 HD2A __ _ _ =; -F..- I _ _ _ 0 0 __ �. 3vo 8� �J ¢ LVERIFY SPACING SHAFT _ 602A D RUSS FOR CLEARANCE D _D222 c- c�] L LENGTFI _� i I 4L ICI 20" WOOD 1, TRUSSES 4 m I 0 24" o/71, (U.N.0.) 0 r_� - -c WOOD TRUSSES I1 0 24" o/0 (U.N.0.) chi- -- 1CONC. & -C -- TOPPING G CDX PLYWOOD _- D2A 10 2 __ —� ...- M.LI - 2 FLJ'. I . II al g SIM HD2II2 ALIGN BELOW r 3 5T I 6 w� 05 1 LA qq I 1 �WJ' C _._ H UP c� 2- 1� r_p --r�� 16 ML. —Fc c, c ] c, _ C2 2—C .��� F_ _ .. -, u C 11 D-6 1 CITY Of Af'PN 1 1 I —� ' J'� ppoF ✓I y. .2- — i _./ , I � JUN 1 II o 11 =:J N 6 11 I II o L - -J SECOND FLOOR FRAMING PLAN NOTES, a =1 -0' 1.) OFER. TO 57 FOR TYPICAL HEADER SCHEDULE. 2.) INDICATES SHEARWALL ABOVE. REFER TO SHEET S7 FOR SCHEDULE. fib -0o75 TUIPWILA 200) 8 1999 AS 601C BUILDING DIV1210 JOB NO 96052 ENGINEER: T. LANGTON DRAWN: B. PATEL DATE: 3 -21 -96 SHEET NO S2 EXT5FP2 z4" ttP. r 133-0" 13' -0' 13' -0" 234' -10" 12' -10 }" 13' -1 1z` 24' r rP. II 13' -0' 13' -0" 133_0" 13' -0" N -6 it== gqb -005 1 1 3g x12 GLB ° L =_J 2- STUDS TYP. L = II I=J I THIRD FLOOR 'FRAMING PLAN 6) NOTES. 11'._1. -0• 1.) NEFER TO S7 FOR TYPICAL HEADER SCHEDULE. 2.) (_J INDICATE SHEARWALL. REFER TO SHEET S7 FOR SCHEDULE. N-6 3- 184" TRUSS 6 b 8 CID E- 0_ o� SHUNT -MR N SH ry 3- USS 181" TR L_ TUKWILA 05E0 8 199 AS NUTEU BUILDING 01033106 0 JOB NO: 96052 ENGINEER: T. LANGTON DRAWN: B. PATEL DATE. 3 -21 -96 SHEET NO S3 EXTTFP i 1 .i i. �1 I_ 1 EXTEND UL LENGTH TRUSS FULL LENGTH ON WALL NP. 1M� �� MI ' I� G 3� 6 2 GLB II I I L: = =J I G = _— M -6 n = -J 17 24 0 0 =6 _ P UP __ OWN — G -6 ttP I o c_L _ 0 c _ - B 61 - i 0 - __ 11 76 ML 1 16 ML I P DOWN - 0 FULL - =>—c1 0 0 I _� O 1 0 _--ti- 0 - c1% _ ° I - I c- 0 I • 1 2- 0 I' 2- I 1� T t ; ,x , '��� �':- I „ I I VERIFY SHAFT I TRUSS CLFEARANCFI I TOPPING COX PLYWOOD I O [� [�� LENGTH G -6 ttP I 1 c CONC. & G '— l_ A �CONC. T& I TOPPING G CD% PLYWOOD __� FULL LE I O GTH I I� IB OB —` I DOWN I O E 2 FL -�b DOWN O d �� \ 1 P_6 L. ' I ] U _ I UP _ [ _ c � _ [ = [ �] _ �j1STU0S1,J,, c a 2- 1'i 6 16 M •HMO M_ .�� `'J •� MN Y CITY OF APP( -.aim am ° wa __ �� JUN 1 N -6 it== gqb -005 1 1 3g x12 GLB ° L =_J 2- STUDS TYP. L = II I=J I THIRD FLOOR 'FRAMING PLAN 6) NOTES. 11'._1. -0• 1.) NEFER TO S7 FOR TYPICAL HEADER SCHEDULE. 2.) (_J INDICATE SHEARWALL. REFER TO SHEET S7 FOR SCHEDULE. N-6 3- 184" TRUSS 6 b 8 CID E- 0_ o� SHUNT -MR N SH ry 3- USS 181" TR L_ TUKWILA 05E0 8 199 AS NUTEU BUILDING 01033106 0 JOB NO: 96052 ENGINEER: T. LANGTON DRAWN: B. PATEL DATE. 3 -21 -96 SHEET NO S3 EXTTFP B -7 r- , 4 13' -1q" FY. 13' -0' 2' Nth II o I'~ I I ®!I r� ti I=1 --Fr _ LJ Q _0 TT D -7 TRUSS OVERFRAME PACKAGE w/ 52.5 HURRICANE CL PS EA. END TYP. 13' -0 G -7 13' -0" 13' -0" CDX PLYWOOD TYP. w/ PLYCLIPS EXTEND SHEATH NG FULL COVERAGE UNDER DORMERS 4A-_77 IIiiii I non= MIL MOM ■E 7 2 STUDS TYP. TRUSS SUPPLIER PROVIDE STRUCTURAL FASCIA AS REQ'D TO SUPPORT JACK TRUSSES TYP. G -7 F,9b&515 234' -10' 12' -10 *" 6' -5y" 6' -4 +^ 13' -0' 13' -0 .-L._ 13' -0' 13' -0 F -7 ROOF FRAMING PLAN 6� NOTES; 1.) REFER TO ARCH. FOR TOP OF FRAMING ELEVATIONS (TOP OF PLATE) ABOVE -DATUM. 2.). REFER TO SHEET S7 FOR HEADER SCHEDULE. 3.) TRUSS SUPPLIER. NOTE: REFER TO DETAIL E -7 FOR SPECIAL LOADING REQUIREMENTS 0 TRUSSES ALIGNED .R /. SHEARWALLS BELOW. E -7 13' -0 N +6 T 13' -0" 13' -0' 13' -1 -1- 7 1 1 11 " COX PLYWOOD TYP. w/ PLYCL PS EXTEND SHEATHING FU L ,.0V0E RAGE : UN )ER DORMER! 7 E -7 1 LJ n G -7 CITY OF 00100119 APPROVED JUN 1 8 1996 AS NOTED BUILDING DIVISION PLAN REVIEW CLARIFICATIONS JOB NO 96052 ENGINEER: T. LANGTON DRAWN: B. PATEL DATE: ®® SHEET N0• S4 EXTRFP4 •rsrs Mrall L ®11 3 STUDS, II I i MINE MIMI NI RIM E/ III I zg^ / 3 STU DSII' - 13 STUDS t- -- —.SJ ° III I VERIFY B � TTY CHORD E' / ELEV TOR / ELEV - SEM 3 STUUDS 1�3 STUDS iiiri JI 3x13 3gx131 cp TRUS'.ES 0 24" / IMININIMMIIIIIIII 13' -0' 13' -0 .-L._ 13' -0' 13' -0 F -7 ROOF FRAMING PLAN 6� NOTES; 1.) REFER TO ARCH. FOR TOP OF FRAMING ELEVATIONS (TOP OF PLATE) ABOVE -DATUM. 2.). REFER TO SHEET S7 FOR HEADER SCHEDULE. 3.) TRUSS SUPPLIER. NOTE: REFER TO DETAIL E -7 FOR SPECIAL LOADING REQUIREMENTS 0 TRUSSES ALIGNED .R /. SHEARWALLS BELOW. E -7 13' -0 N +6 T 13' -0" 13' -0' 13' -1 -1- 7 1 1 11 " COX PLYWOOD TYP. w/ PLYCL PS EXTEND SHEATHING FU L ,.0V0E RAGE : UN )ER DORMER! 7 E -7 1 LJ n G -7 CITY OF 00100119 APPROVED JUN 1 8 1996 AS NOTED BUILDING DIVISION PLAN REVIEW CLARIFICATIONS JOB NO 96052 ENGINEER: T. LANGTON DRAWN: B. PATEL DATE: 3 -21 -96 SHEET N0• S4 EXTRFP4 #41 0 48" 0/c 0 CE SLAB L0 i6" o/c 0 HE HOOK 7' INTO 170 GRADE PER / SITE PLAN TOOLED JOINT PER ARCH, 4" SLAB ON GRADE REINE. w/ 6x6 W1.4x W1.4 I0' -0'I SLOPE DOWN DIMENSION LINE PER PLAN 2x6 0 16" o/c PEP. 0 MAIN LEVEL (2x4 0 16" 0 2nd & 3rd LEVELS 0 0 PRESSURE TRF,ATED 206 SILL w/ #" 0 HOOKED ANCHOR BOLTS w/ 9" EMBED 0 4' -0' /c #4 x 4' -0' 0 48' o/c KEY 2- #4 CONT. J #4 H. 0 12° o/c I FIRM BEARING! Ti STRATA PER GEOTECHI GRAD` 6" 16 -.-n OPTONAL DETAIL WHEN SITE GRADE & BEARING CAPACITIES ARE ACCEPTABLE 77 br fI_ 4 0 18" o/c 3- #4 CONT. Q " T Q. PER PLAN SECTION A -5 " 4 #6 EACH 6 #6 EACH WAY z }" F.B. (SHOP WELD TO ANGLE) AY #4 L 0 16" o/c CE 8" WALL 3- #4 CONT. DETAIL B l 9 of #6 CONT. L3x3x LONG WELDED STUD CONT. w/ x 4" "AT 24" o/c (ALL SIDES) DETAIL B " CHK'D PLATE REMOVABLE COVER - PROVIDE LIFT HANDLES TRENCH WALL WASHER FOUNDATION SECTION E -5 rr #4-1§ 0 12"o /c 8" C.I.P. WALL #4 0 12 "o /c EA. WAY a 8" SLAB w/ #4 0 12'0/0 EA. WAY SECTION J -5 rc 0 12" o/c 3- #4 CONT. 206 0 16" o/c TYP. PRESSURE TR " TED 206 SILL w/ 0 HOOKED ANCHOR BOLT w/ 9" EMBED 0 4' -0" o/c #4 0 24" o/c rx 3- #4 CONT. i SECTION B -5 NOT LESS THAN 4" b STEEL STAIR L3x3x?4 4" LONGGE MIN. 0 EA' CH 51616068 r 0 EXPANSION BOLT S.O.G. & W.W.F. SEE PLAN #3 0 10" EACH WAY #3 DOWELS 0 24" EACH WAY (MIN. OE ONE EACH CORNER) CONCRETE PAD FOR EQUIPMENT 1.4_QL ' VERIFY ALL BASE AND PAD LOCATIONS, DIMENSIONS, AND ADEQUACY WITH THE MECHANICAL ENGINEER AND THE INDIVIDUAL EQUIPMENT REQUIREMENTS. MECHANICAL ENGINEER TO SPECIFY ISOLATION DATA 4" HOLES FOR DISCHARGE LINT SCREEN L2x2o ' ANGLE FRA PLAN TRENCH PRESSURE TREATED 2x 0 x 10" A.B. 0 0 r o/ P. U.N.O. IN SHEARWALL SCHED. SHRINKAGE 301641 PER PLAN SAW CUT 1" 0 OUTER x EDGE OF "ICKENED SLAB SECTION F -33 5 -�—OE DIMENSION UNE PER PLAN SHEATHING PER ARCH. 2x4 0 16" o/c W.W.F. 0 CE SLAB PER PLAN COMPACTED SUBGRADE PER GEOTECH PER PLAN 2- #4 CONT,' SECTION K -5 =.1' -0" 2- #4 TOP PIER BEYOND�� 9' WALL 3- #4 x STAIR WIDTH + 3' -0' LONG x 2' -0" 0 16" SECTION C -5 '}" = 1' -0' OTE: EXTEND TINKERED SLAB E. -0" BEYOND STAIR STRINGER EACH SIDE. Q. BEARING WALL DIMENSION LINE PER PLAN � ANO FOOTINGS SHEATHING PER SHEAR WALL SCHED. #4 x 5' -0' 0 48' o/c 2- #4 TOP #4 H. 0 12" o/c 3- #4 CONT. TYPICAL STEP FOOTING SECTION G -5 4" VERIFY DIMENSION UNE PER PLAN x PT 0 10' PLATE A.B. / 0 46 o/c PER ARCH. L L 6" 9" 4 H. 0 10" o/c #4L0 16" o/c 0 CL A-3- #4 SECTION L -5 " = 1' -0" _ -0" T.S. COL. PER PLAN 2x4 0 16" o/c TYP, (2x6 0 16" o/c 0 51M) PRESSURE TREATED 2x4 SILL w/ ANCHOR BOLTS PER SHEARWALL SCHED. #4 [ 0 24" o/c TYP. ( #4 L0 16" 0/0 @ SIM.) 8" C.I.P. CONC. WALL 0 21" 0/0 PER PLAN - SECTION D -5 T.S. COL. PER PLAN 2" l5 w /(4)i °0 1" GROUT A.B. PER ARCH. #3 0 12 "o /c 0 2 4 0 16" o/c DISCONTINUE STUDS 0 8' INTERVALS AND PROVIDE SHEATHING & BLKG. TO T.S. COL. W O 8 - #5 I. EQUALLY SPACED ET-,t FTC. PER PLAN SECTION H -5 STUD WALL T'Lix M1" x 0'279t' i" GROUT SECTION M -5 CRY OF TUKWItA APPROVED JUN 1 8 1906 AS NOTED 5 BUILDING DIV '1 N O z g g 2 snat ?DNS JOB N0: 96052 ENGINEER: T. LANGTON DRAWN: B. PATEL DATE: 3 -21 -96 SHEET N0: S5 EXTFD55 SHEATHING PER SHEARWALL SCHED PER SCHED. 1-i CONC. ON T & G PLYWOOD 10d 6" o/c TYP (ALL SIDES) U.N.O. IN SCHEDULE 2,6 0 16" o/c MST37 0 48" o/c CENTERED ON TRUSS CHORD & WALL NAIL THRU SHEATHING. (NOT RE010 0 TRUSS CHORD IS CONTINUOUS OVER SUPPORT). FLOOR TRUSS PER PLAN N SHEATHING PER SHEARWALL SCHED FLOOR TRUSS PER PLAN DOUBLE 2x CAP PLATE 2x6 0 16" o/c TYP. SECTION A -6 l' -0. CANTILEVER i BACK SPAN FABRICATE FLOOR TRUSS TO RECEIVE SUPPORT BEAM AS INDICATED CONC. ON T & G PLYWOOD CONTROL JOINT OVER SUPPORT BEAM PROVIDE. TRUSS HANGERS EACH SIDE OF MICROLAM TO SUPPORT 3000# MIN. 2- I}" x 16' MICROLAMS SECTION F -6 90 18GA x-11: BEN/ D e TYPO � "` 18GA GUSSET IK EA. SIDE �\ �18GA x 2" GUSSET REINFORCED "BENT' STRAP GALVANIZED 0 37 / / 16- 10d NAILS yy TO BLOCKING ^II - SLOPE DOWN AOAO �I- gmcm law. I awn III Ian PE 18;( PIAN TRUS 24 RAIL CONNECTION PER SECT. C -6 2- 206 TOP CHORD MIN. 0 EXTERIOR TRUSS FOR HAND RAIL. CONNECTION * (PER ARCH.) 3 STUDS. 2 STUDS TRUSS VERTICAL 3 2x4 w/ TOP & BOT. PLATE BETWEEN TRUSSES 2,4- 0 16" o/c 14" CONC. ON T & J; PLYWOOD 184" DEEP FLR. TRUSS w/ 3" CONC. REINFORCED w/ 6x6 -W1 4xW1.4 W.W.F. ON T & G PLYWOOD PT 2x4 CONT. 2 0 RAIL 14" 6 3 PIPE SLEEVE 0 4' -0" / / NON- METALLIC, NON - CORROSIVE ISOLATION BETWEEN SLEEVE AND VERT. RAILING POST. A35 TIP. SLOPE CONC. ON 4." T & G / PLYWOOD EXTEND SHEATHING /4, TO FAR CE OF SPANDREL' _plan dtl. PLYWOOD SPACE SHEATHING PER SHEAR WALL SCHED. 1z CONC. ON T & G PLYWOOD FLOOR TRUSS PER PLAN 20' DEEP FLR. TRUSS PER PLAN 18 " DEEP TRUSS PE PIAN SECTION B -6 " = 1. -0" AN ' -0 6" 40001 1' BENT ;` PLATE -CONT. 2- 2x6 BOG. BETWEEN FLOOR TRUSSES NAIL UP))H10d 0 8"U o% STAGGERED TO SPANDREL (REVD ONLY 0 HANDRAIL CONNECTIONS) 11 2x4 0 16" o/c SILL NAILING PER SHEARWALL SCHED. PRECAST [PER PLAN] FLOOR TRUSS PER PLAN WHERE NOTED ON PLAN PROVIDE FLOOR TRUSS TO SUPPORT 440 Ibs /f 1. CENTERED UNDER PARTY WALL ABOVE (2nd LEVEL 2 PLACES) SECTION G -6 2,6 WALL PIER EACH END 2x6 LEDGER w/ 3 -16d EA. STUD SECTION L -6 20 RUSS PER PLAN g96 -o0-75 [PER PLAN],4 T18 R 55 SPANDREL x4 VERT. NAIL TO TRUSS CHORDS. AND DIAGONAL w/ 6- 16d NAILS PROVIDE 4- 0 4" LAG SCREWS ® /c x WAY 0 EACH RAILING SLEEVE (2 EACH SIDE) WITH TWO ADDITIONAL SCREWS BOLTS EQUALLY SPACED BETWEEN POSTS TO SPANDREL TRUSS 20" DRILL '� PILOT HOLES 0 CL 2x 801480RS SPANDREL TRUSS SECTION C -6 BENT R CONT. AT STAIR /PER C -6 LT.' WT. CONC. ON T & G PLYWOOD g4 "0 THRU BOLT 0 EACH FLOOR JOIST AND ONE HALF WAY IN BETWEEN C8 TYP. FLOOR TRUSS FIL R FLOOR 18k" DEEP TRUSS SP DREL TRUSS CIO i = 1' -0" SECTION H -6 4._1•_11" SIMPSON HANGER (600 LBS. CAP) IUIUI TRUSSLOOR BEARING WALL BELOW 2,4 0 16" PARTY WALL EXTEND UP TO UNDER SIDE OF FLOOR SHEATHING SECTION M -6 Ro TRUSS SUPPLIER NOTE: PROVIDE TOP CHORD SPLICE 0 INTERIOR PANEL POINT AS REVD FOR "STEP DOWN" CANTILEVER CL RAILING CONC. REINFORCED w/ SHEETS OF 6x6- W1.41W1.4 — .�ND CONTROL JOINTS 0 26' -0" o/c ' \ - SLOPE DOWN ®o TR S 18 " DEEP SPANDREL S CONT. HEADER w/ PLATE WHERE APPLICABLE 5' -0" CANTILEVER VERIFY 1 SECTION D -6 = 1' -0 TOP OF STL COL. 0 rd FAT R LOOR, PROVIDE TOP OF CONC. 0 2nd & 3rd FLOORS 4 WALL & STEEL COLS. PROVIDE 2- /31 x 3 CLIP ANGLES WELDED Ox FACE OF COLUMN AND NOR 12. CHANNELS BEYOND 2x4 0 16" o/c / TRIMMER STUDS UNDER HEADERS PER SCHEDULE PT 2x4 SILL DOUBLE TOP CHORD AS RE0'D FOR SPLICE H 2x BLKG. PANELS PER A -6 SKI. PROVIDE STUD BUNDLES TO MATCH POST/TRIMMERS PER SCHEDULE. DOUBLE 2x CAP PLATE 2x6's 0 16" o/c OF fir' yi SECT. -o3,> / OR F T.S. 4 x 4 x i 1 TS a T.S. 4 o 4 x 1 illiE 3rd FLO 2nd FLOOR SECT. -n2)" SIM. SECT. -n [ SECT. -n1)" PER PLAN SECTION N -6 SPANDREL TRUSS 2,6 0 16" /c WALLS / 2106 10 TOP & BOT. T.S. 4x4 BEYOND DOUBLE C5x6.7 w/ 2x4 CONT. LOCKING IN WEBS THRU BOLTED w/ 0 BOLTS 0 2' -0" o/c TAGGERED SECTION J - -6 -4" = 1, -0" a i" GROUT #4�0 SIAB 32" o/c 0 10 FACE OF 2x6 R #" x 6' x 0'- WA �STUD LL EA. SIDE / 2- BOLTS 0 9" GA. 2- #4 w4" 2 x 0' -41)" / - 1" ALL THR "0 D 8" WALL w/ #4 0 16" o/c & #4 H. 0 12" o/c 0 PL RADE FM. LINE BEYOND SECT —n1 Flo 2- 4" 0 BOLTS .TFLOOR w/ STUD PLATES PLAN 5 EA. WAY T.S. COL CONC. ON T & G PLYWOOD CONTROL JOINT OVER SUPPORT BEAM 'PROVIDE TRUSS HANGERS EACH SIDE OF MICROIAM TO SUPPORT 3000/] MIN. 2- 14" x 16' MICROLAMS SECTION E -6 EXTEND FLOOR SHEATHING OVER FACADE FRAMING 111' PT22 STRAP 0 32" L o/c ALL 'PANEL 122 EDGES WITHIN FACADE LENGTH 1111 P Fmk 14e.. TRUSS PER PLAN 8 2,4 0 16" o/c TYP. PILASTER BEYOND SECTION K -6 = 1' -p -.- 4,8 DF #2 r = 10d 0 6" o/c 9" CD% T.S. COL. 0 OL 2x6 WA T.S. GRIT PER FRAME ELEVATION OFFSET "WING" WALL 2x6 0 16" o /c- T.S. BRACE 0 SIM. SECT —n2 TO NFIT END •ADIOS ADJACENT TRUSS dtl, CHORDS CITY OF TUKWILA APPROVED T.S. 4 x 4 GIRT TOP & BOT. JUN ) 8 1996 /1/ T.S. 4 x 4 BRACE LANDING CONNECTION TO T.S. COL. BY SUPPLIER/ CONTRACTOR SECT —n4 NU1tU.4 Jl BUILDING DIVISION SECOND AND THIRD FLOOR FRAMING SECTIONS 0 ij J011 N01 96052 T. LANGTON B. PATEL ENGINEER DRAWN: DATE: 3 -21 -96 SHEET N0: S6 6TRF56 z" cox --- plan dl. - yp R SCHED. J✓ SHEATHING PER SHEARWALL SCHED FLOOR TRUSS PER PLAN DOUBLE 2x CAP PLATE 2x6 0 16" o/c TYP. SECTION A -6 l' -0. CANTILEVER i BACK SPAN FABRICATE FLOOR TRUSS TO RECEIVE SUPPORT BEAM AS INDICATED CONC. ON T & G PLYWOOD CONTROL JOINT OVER SUPPORT BEAM PROVIDE. TRUSS HANGERS EACH SIDE OF MICROLAM TO SUPPORT 3000# MIN. 2- I}" x 16' MICROLAMS SECTION F -6 90 18GA x-11: BEN/ D e TYPO � "` 18GA GUSSET IK EA. SIDE �\ �18GA x 2" GUSSET REINFORCED "BENT' STRAP GALVANIZED 0 37 / / 16- 10d NAILS yy TO BLOCKING ^II - SLOPE DOWN AOAO �I- gmcm law. I awn III Ian PE 18;( PIAN TRUS 24 RAIL CONNECTION PER SECT. C -6 2- 206 TOP CHORD MIN. 0 EXTERIOR TRUSS FOR HAND RAIL. CONNECTION * (PER ARCH.) 3 STUDS. 2 STUDS TRUSS VERTICAL 3 2x4 w/ TOP & BOT. PLATE BETWEEN TRUSSES 2,4- 0 16" o/c 14" CONC. ON T & J; PLYWOOD 184" DEEP FLR. TRUSS w/ 3" CONC. REINFORCED w/ 6x6 -W1 4xW1.4 W.W.F. ON T & G PLYWOOD PT 2x4 CONT. 2 0 RAIL 14" 6 3 PIPE SLEEVE 0 4' -0" / / NON- METALLIC, NON - CORROSIVE ISOLATION BETWEEN SLEEVE AND VERT. RAILING POST. A35 TIP. SLOPE CONC. ON 4." T & G / PLYWOOD EXTEND SHEATHING /4, TO FAR CE OF SPANDREL' _plan dtl. PLYWOOD SPACE SHEATHING PER SHEAR WALL SCHED. 1z CONC. ON T & G PLYWOOD FLOOR TRUSS PER PLAN 20' DEEP FLR. TRUSS PER PLAN 18 " DEEP TRUSS PE PIAN SECTION B -6 " = 1. -0" AN ' -0 6" 40001 1' BENT ;` PLATE -CONT. 2- 2x6 BOG. BETWEEN FLOOR TRUSSES NAIL UP))H10d 0 8"U o% STAGGERED TO SPANDREL (REVD ONLY 0 HANDRAIL CONNECTIONS) 11 2x4 0 16" o/c SILL NAILING PER SHEARWALL SCHED. PRECAST [PER PLAN] FLOOR TRUSS PER PLAN WHERE NOTED ON PLAN PROVIDE FLOOR TRUSS TO SUPPORT 440 Ibs /f 1. CENTERED UNDER PARTY WALL ABOVE (2nd LEVEL 2 PLACES) SECTION G -6 2,6 WALL PIER EACH END 2x6 LEDGER w/ 3 -16d EA. STUD SECTION L -6 20 RUSS PER PLAN g96 -o0-75 [PER PLAN],4 T18 R 55 SPANDREL x4 VERT. NAIL TO TRUSS CHORDS. AND DIAGONAL w/ 6- 16d NAILS PROVIDE 4- 0 4" LAG SCREWS ® /c x WAY 0 EACH RAILING SLEEVE (2 EACH SIDE) WITH TWO ADDITIONAL SCREWS BOLTS EQUALLY SPACED BETWEEN POSTS TO SPANDREL TRUSS 20" DRILL '� PILOT HOLES 0 CL 2x 801480RS SPANDREL TRUSS SECTION C -6 BENT R CONT. AT STAIR /PER C -6 LT.' WT. CONC. ON T & G PLYWOOD g4 "0 THRU BOLT 0 EACH FLOOR JOIST AND ONE HALF WAY IN BETWEEN C8 TYP. FLOOR TRUSS FIL R FLOOR 18k" DEEP TRUSS SP DREL TRUSS CIO i = 1' -0" SECTION H -6 4._1•_11" SIMPSON HANGER (600 LBS. CAP) IUIUI TRUSSLOOR BEARING WALL BELOW 2,4 0 16" PARTY WALL EXTEND UP TO UNDER SIDE OF FLOOR SHEATHING SECTION M -6 Ro TRUSS SUPPLIER NOTE: PROVIDE TOP CHORD SPLICE 0 INTERIOR PANEL POINT AS REVD FOR "STEP DOWN" CANTILEVER CL RAILING CONC. REINFORCED w/ SHEETS OF 6x6- W1.41W1.4 — .�ND CONTROL JOINTS 0 26' -0" o/c ' \ - SLOPE DOWN ®o TR S 18 " DEEP SPANDREL S CONT. HEADER w/ PLATE WHERE APPLICABLE 5' -0" CANTILEVER VERIFY 1 SECTION D -6 = 1' -0 TOP OF STL COL. 0 rd FAT R LOOR, PROVIDE TOP OF CONC. 0 2nd & 3rd FLOORS 4 WALL & STEEL COLS. PROVIDE 2- /31 x 3 CLIP ANGLES WELDED Ox FACE OF COLUMN AND NOR 12. CHANNELS BEYOND 2x4 0 16" o/c / TRIMMER STUDS UNDER HEADERS PER SCHEDULE PT 2x4 SILL DOUBLE TOP CHORD AS RE0'D FOR SPLICE H 2x BLKG. PANELS PER A -6 SKI. PROVIDE STUD BUNDLES TO MATCH POST/TRIMMERS PER SCHEDULE. DOUBLE 2x CAP PLATE 2x6's 0 16" o/c OF fir' yi SECT. -o3,> / OR F T.S. 4 x 4 x i 1 TS a T.S. 4 o 4 x 1 illiE 3rd FLO 2nd FLOOR SECT. -n2)" SIM. SECT. -n [ SECT. -n1)" PER PLAN SECTION N -6 SPANDREL TRUSS 2,6 0 16" /c WALLS / 2106 10 TOP & BOT. T.S. 4x4 BEYOND DOUBLE C5x6.7 w/ 2x4 CONT. LOCKING IN WEBS THRU BOLTED w/ 0 BOLTS 0 2' -0" o/c TAGGERED SECTION J - -6 -4" = 1, -0" a i" GROUT #4�0 SIAB 32" o/c 0 10 FACE OF 2x6 R #" x 6' x 0'- WA �STUD LL EA. SIDE / 2- BOLTS 0 9" GA. 2- #4 w4" 2 x 0' -41)" / - 1" ALL THR "0 D 8" WALL w/ #4 0 16" o/c & #4 H. 0 12" o/c 0 PL RADE FM. LINE BEYOND SECT —n1 Flo 2- 4" 0 BOLTS .TFLOOR w/ STUD PLATES PLAN 5 EA. WAY T.S. COL CONC. ON T & G PLYWOOD CONTROL JOINT OVER SUPPORT BEAM 'PROVIDE TRUSS HANGERS EACH SIDE OF MICROIAM TO SUPPORT 3000/] MIN. 2- 14" x 16' MICROLAMS SECTION E -6 EXTEND FLOOR SHEATHING OVER FACADE FRAMING 111' PT22 STRAP 0 32" L o/c ALL 'PANEL 122 EDGES WITHIN FACADE LENGTH 1111 P Fmk 14e.. TRUSS PER PLAN 8 2,4 0 16" o/c TYP. PILASTER BEYOND SECTION K -6 = 1' -p -.- 4,8 DF #2 r = 10d 0 6" o/c 9" CD% T.S. COL. 0 OL 2x6 WA T.S. GRIT PER FRAME ELEVATION OFFSET "WING" WALL 2x6 0 16" o /c- T.S. BRACE 0 SIM. SECT —n2 TO NFIT END •ADIOS ADJACENT TRUSS dtl, CHORDS CITY OF TUKWILA APPROVED T.S. 4 x 4 GIRT TOP & BOT. JUN ) 8 1996 /1/ T.S. 4 x 4 BRACE LANDING CONNECTION TO T.S. COL. BY SUPPLIER/ CONTRACTOR SECT —n4 NU1tU.4 Jl BUILDING DIVISION SECOND AND THIRD FLOOR FRAMING SECTIONS 0 ij J011 N01 96052 T. LANGTON B. PATEL ENGINEER DRAWN: DATE: 3 -21 -96 SHEET N0: S6 6TRF56 *= 10d 0 6" o /cl TPPICAL 11 h VARIES 11 CRICKET PER ARCH. 204 0 24" o/c SPANS TO 4' -0' 2x6 0 24° o/c SPANS TO 8' -0" PROVIDE 2x6 SLEEPER w/ 2- 160 0 EA. TRUSS CHORD GLB PER PLAN rr 10 2x RIPPED BLKG. BETWEEN TRUSSES " CDX PLYWD. �,' BLKG. BETWEEN TRUSSES 2x 2x NAILER EACH FACE NAIL TO TRUSS VERT. FACE NAIL CE NA U26 GYP. 2x RIPPED BLKG. SHOWN CUT AWAY w/ NAILING TO BEAM AS SHOWN SHEAR WALL PER 3rd LEVEL FRAMING PLAN SECTION A -7 2- 2x10 PER EXTEND 2- 204 w/ U24 -2 * = 10d 0 4° o /c ) }" CDX PANELS BETWEEN TRUSSES 2x TRUSS VERT. 0 6" o/c ROOF SHEATHING PER PLAN -A35 FIELD_BEND 0 TOP PLATES CDX. PANELS BETWEEN "US5E5. EXTEND 50' BETWEEN ROOF HIPS. (25 PANELS) MIL CONDITION OCCURS 0 BOTH BLDG. WINGS (2 PLACES) FACE NAIL 2x NAILER TO TRUSS VERTICAL 2x4 BLKG. /NAILER (4 51DES) 2 ROWS 16d 0 6" o/c (BLOCKING TO TOP PLATE) PROVIDE ST22 0 EA. TRUSS SPUCE (NOT REO'D IF TRUSS IS CONTINUOUS) 4 0 16° o/c SECTION C -7 CDX R00F NC HEATHI 62.5 TYP. NOTE' NAIL DOUBLE TOP PLATES TOGETHER w/ 16d 0 8" o/c STAGGEED FULL LENGTH OF BLDG, (STAGGER PLATE SPLICES 6' -0' MIN.) CONT, 2x8 FASCIA CANT, LENGTH SEE ARCH. DRAWINGS ROOF TRUSS 0 2' -0" o/c H2.5 TYP. 206 SHEARWALL PER PLAN SECTION D -7 HURRICANE ANCHOR RECESSED BEAM PER PLAN TS. COL. PER PLAN w/ CAP PER CDX NAILED E F TRUSS 8d 0 6" o/c PROVIDE SOUD BLKG. 0 HANGER 2010 DF #2 w/ U210 EA, END 204 0 16' o/c GYP. 2x PANEL EDGE NAILERS SECTION B -7 10d 0 6 FULL LENGTH 44' SH} CDX REATHING OOF 10d 0 4" ALL PANEL EDGES GYP. CD% BLOCKED & NAILED TO USS (EXTEND 26' -0" CENTERED 0 BLDG. RIDGE) 0 TYPE A SHEARWALL CONDITION): (PROVIDE' 32' -0" 0 TYPE B' SHEARWALL CoNDMON) 10d 0 12° ofc INTERMEDIATE NAIUNG GYP. (PROVIDE 204 VERTICAL 0 24 ".o /c MAX. 10d 0 4" ALL PANEL o/c GYP. TRUSS SUPPI AR NOTE DESIGN ALL UNSHEATHED TRUSS TOP & BOT. CHORDS TO COLLECT LATERAL LOADS BELOW: w =260 p1f 0 TYPE A SHEARWALLS w =320 plf 0 TYPES SHEARWALLS GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: I UNIFORM BUILDING CODE -- 1994 EDITION - ASTM'S LATEST EDITION LVE LOADS ROOF 2 PSF WIND BO 5 MPH, EXPOSURE C FLOOR 100 AT CORRIDORS, 40 PSF AT RESIDENTIAL SEISMIC ZONE 3 FOUNDATION .THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 4000 PSF IN ACCORDANCE WITH SOILS REPORT #4830- 001 -28 -1130 DATED 2 -7 -96 PREPARED BY GEO ENGINEERS, INC., REDMOND, WASHINGTON PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL. SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM D -1557. EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. CAST -IN- PLACE - CONCRETE F'c = 3000 P51 FOR ALL CAST -IN- PLACE- CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES OR BY WATER-CEMENT RATIO AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. IF WATER - CEMENT RATIO METHOD IS USED MAXIMUM WATER - CEMENT RATIO BY WEIGHT IS .58 FOR NONAIR- ENTRAINED AND 46 FOR AIR- ENTRAINED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL A THE UBC AND CI "ODE 318. PROPORTION AGGREGATE TO CEMENT BE IN ACCORDANCE WITH E 1✓ TO PRODUCE A DENSE WORKAB LE MIX WITH 4" MAXIMUM SLUMP WHICH CAN PLACED R WITHOUT SEGREGATION OR EXCESS FREE SURF A CE WATER. ORE SPECIFICATIONS FOR ADMIXTURES. PRO V IDE 5% • 11/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED T O CEMENT 6 AND THAWING EIS EXPOS. LIMIT SO 1. WATER-CEMENT RATIO SO 45 AND USE TYPE V CEMENT 00 ,2 CONCRETE N IW EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS RE .2 %. ADD NO WATER EA AT SITE. WATER REDUCING IN REASING WATEI-IEG ADMIXTURES MAY BE USE TO TTAL. S E WORKABILITY WITHOUT INCREASING 3/ WACHAMFEREAT RATIO XS OF DESIGN MI %SUBUILESS. SEE SPECIFICATIONS FOR CURING 3/4L CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. REINFORCING STEEL &' USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 MINIMUM, (fy.60,000 L UNLESS NOTED OTHERWISE. PROVIDE: CORNER SBARSB(2 - I0"MBEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH °ACT MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 #5 AND SMALLER I -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS , WALLS, JOISTS 14 AND LARGER i -1/2 #11 AND SMALLER 3/4 BEANS. COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 -1/2 :STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND - ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" AND THE "CODE. OF STANDARD PRACTICE STRUCTURAL STEEL SHALL CONFORM. TO THE FOLLOWING STANDARDS:.. STRUCTURAL STEEL ASTM A -36 (Fy 36;000. P51') TUBE SHAPES ASTM A -500, GRADE B' (Fy 46,000 PSI WELOHEAD STUDS ASTM A -108 (Fy= 50.000 851 ANCHOR BOLTS ASTM A -307. ALL STRUCTURAL STEEL' BOLTED CONNECTIONS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR' PLANE. , CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY:, PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN. ACCORDANCE WITH CENTER TRUSS ON WALL SPECIFICATION FOR 'STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS° (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 19E FOR CONCRETE AND UBC TABLE 21N .FOR MASONRY, UNLESS SHOWN OTHERWISE ALL WELDING TO CONFORM WITH 16d TN EA, SIDE 0 8" AWS D1.1 °STRUCTURAL WELDING CODE - STEEL'.. WELDS NOT SPECIFIED SHALL BE 3/16" 0 TYPE A SHEARWA L CONDITION.; CONTINUOUS FILLET. MINIMUM, ALL WELDS BY WABO. CERTIFIED WELDERS. USE FRESH 70XX (6" o /c -EA SIDE. 0 TYPE B ELECTRODES FOR MANUAL SHIELDED METAL -ARC WELDING OR EOUAL ELECTRODES FOR OTHER SHEARWALL CONDITION) WELDING PROCESSES. WELDHEAD STUDS'(WHS) ARE TO BE MACHINE WELDED WITH PROPER (EXTEND FULL LENGTH 44') ,EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION ANCHORS - "HILT: KWIK BOLTS" - INSTALL IN-,ACCORDANCE WITH ICBO REPORT N0.4627 . MASONRY ANCHORS - 'HILTI SLEEVE ANCHORS ". - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS. TO BE GALVANIZED., METAL GUSSET WOOD TRUSSES' DESIGN. FOR DEAD LOADS: AND-LIVE LOADS INDICATED ON PLANS. ACCOUNT FOR WIND UPLIFT AS REQUIRED BY CODE. ACCOUNT FOR HORIZONTAL WIND OR SEISMIC REACTION FROM THE WALLS TO THE TRUSS CHORD INDICATED ON SECTIONS. VERIFY SIZE AND LOCATION OF ALL LOADS DUE TO MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLERS. SEE PLANS FOR SPECIAL ADDED LOADS SUCH AS CATWALKS, FOLDING DOORS, ETC. SECTIONS AND DETAILS ON PLANS INDICATE ONLY THE OUTLINE OF THE TRUSSES, MANUFACTURER SMALL SELECT THE CONFIGURATION OF WEB AND CHORD MEMBERS TO PROPERLY CARRY THE REQUIRED LOADS. DESIGN & FABRICATION:. 2) TRUSSES ALLLUMBER B DESIGNED FABRICATED O BKLNDRIED(MAX. 19% MC). AALLAMEMBERSHMUST BEC0.0N 2343. TRUSS FABRICATOR SHALL: 1) HAVE AT LEAST FIVE YEARS EXPERIENCE IN COMMERCIAL TRUSS FABRICATION. 2) PROVIDE, UPON REQUEST INDEPENDENTLY CERTIFIED, FULL SCALE LOAD TEST RESULTS. RUN BY AN INDEPENDENT TEST LAB ON SIMILAR TRUSSES AND IN ACCORDANCE WITH UBC SECTION 2343.5. PLATE MANUFACTURER SHALL: 1) BE A MEMBER OF THE TRUSS PLATE INSTITUTE (TPI). 2) HAVE A CURRENT ICBO REPORT FOR METAL GUSSET PLATES USED. SHOP DRAWINGS:, 1) ALL PLANS AND CALCULATIONS MUST BE STAMPED BY ONE QUALIFIED ENGINEER, LICENSED IN THE STATE IN WHICH THE PROJECT IS TO BE BUILT. 2) INCLUDE TRUSS CALCULATIONS,' LAYOUT AND PLACEMENT PLANS. INDICATE ALL BRIDGING, BLOCKING AND BRACING. 3) SHOW ALL BEARING AREA CONDITIONS INCLUDING ADDITIONAL BEARING CLIPS TO ENSURE ADEQUATE BEARING AND WHATEVER ELSE DEEMED NECESSARY BY THE TRUSS ENGINEER. 4) SHOP DRAWINGS TO BE PREPARED UNDER THE DIRECT SUPERVISION OF THE 36055 ENGINEER. INSPECTIONS: 1) PER SECTION 2343,8 OF CODE. 2) THE TRUSS ENGINEER. OR HIS AGENT IS TO VISIT THE SITE TO VERIFY THAT TRUSSES HAVE BEEN FABRICATED STALLED IN ACCORDANCE WITH THE TRUSS ENGINEER'S DESIGN. THE TRUSS ENGINEER 08 640 . AENT SHALL ALSO VERIFY THAT MECHANICAL, ELECTRICAL, PLUMBING & SPRINKLERS HAVE BEEN PLACED IN ACCORDANCE WITH HIS DESIGN PARAMETERS, THE TRUSS ENGINEER SHALL THEN SUBMIT A LETTER TO THE ARCHITECT, BUILDING DEPT, AND ENGINEER CERTIFYING THAT THIS INSPECTION HAS OCCURRED AND THAT ALL OF THE A6000 REQUIREMENTS WERE MET, SHEARWALL PER PLAN - 6 PLACES SECTION E -7 75 gS' CDX ROOF SHEATHIN CONT, 2x8 FASCIA H 2.5 HURRICANE ANCHORS CANT, LENGTH SEE ARCH. DRAWINGS .204 0 113A' BEARING WALL (2x6 0 16" AT STAIR) w/ DOUBLE 2x CAP PLATE ° = 1' -0° SH :EARWALL SCHEDULE MARK SHEATHING PANEL EDGE FASTENING INTERMEDIATE SUPPORT FASTENING SILL NAILING TO BLKG. OR WALL BELOW MUDSILL ANCHOR BOLT SPACING ALLOWABLE LATERAL LOAD O f "GWB. BOTH SIDES 5d COOLER NAILS 0 4 "o /c 4 "o /c 2 ROWS 16d 0 9 "o /c NA 300PLF A SS GWB. BOTH SIDES E° 6d COOLER NAILS O 4°o /c 4 o/c 2 ROWS 16d O 9 "o /c NA 175PLF (5) B O 15/37 IDE CDX. ONE S 1011 0 6"o /o 1Yo /c 2 ROWS 7611 . 0 g'P /c . NA 310PLF ©: 15/32" CDX. ONE SIDE 10d 0 4°o /c 12-o/c 2 ROWS 16d / c §"' AS. 0 18"o /c 460PLF O .15/32' STRUCT I ONE S1DE PLYWD. 8d 0 3"o /c, 12"o /c 2 ROWS 164 0 5 "o /c f" A.B. 0 16"o /c 550PLF /f\ J 15/32" CDX. BOTH SIDES 104 0 4 "o /c 12 o/c 1" A.8. 0 12"o/c 920PLF SECTION F -7 BLOCK ALL 'PANEL ESCREW /OF()2 BLKG. (INCLUDING GWB COOLER NAILS, 3.) #6 If MU DRYWALL SILL A N SCREWS BOLT 7" BE SUBTITUTED FOR COOLER NAILS, 3. EMBED MUDSILL FORHORBOLT L MIN. qqE)-��- 44 PLAN. FOR HOEDOWN LOCATIONS. (AWI" AII DWARI F I DAD REDUCED 509 M1F TO GOVERNING SEISMIC FORCES. STRUCTURAL STEEL WELDING VERIFY ALL WELDERS HAVE CURRENT WABO CERTIFICATION. INSPECT ALL SHOP FULL PENETRATION AND FILLET WELDS 3/8" AND LARGER. INSPECT ALL FIELD WELDS FULL PENETRATION WELDS SHALL BE INSPECTED WITH ULTRASONIC OR RADIOGRAPHIC METHODS_ IF APPROVED BY BUILDING OFFICIAL. THE NON- DESTRUCTIVE TESTING RATE MAY BE REDUCED TO 25% IN ACCORDANCE WITH THE EXCEPTION OF SECTION 2722 OF THE UBC. BASE METAL THICKER THAN 1 -1/2 °, WHEN SUBJECTED TO THROUGH - THICKNESS WELD SHRINKAGE STRAINS, SHALL BE ULTRASONICALLY INSPECTED FOR DISCONTINUITIES DIRECTLY BEHIND SUCH WELDS AFTER JOINT COMPLETION. ANY MATERIAL DISCONTINUITIES SHALL BE ACCEPTED OR REJECTED ON THE BASIS OF THE DEFECT RATING IN ACCORDANCE WITH THE (LARGE REFLECTOR) CRITERIA OF TABLE NO 27 -6 -E OF THE UBC STANDARD N0. 27 -6. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECIFICATIONS. INSPECTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECIFICATIONS. FRAMING LUMBER GRADE & STRESSES SHALL CONFORM WITH "WESTERN LUMBER GRADING RULES '91 ", VIWPA OR "STANDARD NO.17 GRADING RULES FOR WEST COAST LUMBER, 1991, WCLB. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE_ UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb LIGHT FRAMING STUDS (204) DOUG FIR STANDARD 550 PSI FIR 2 875 PSI X STUDS DOUG I TYPICAL STRUCTURAL 2 6 R N T RAFTERS & LEDGERS DOUG FIR 81 1000 P51 2X4 & 4% PLATES JOISTS, ) BOLT WITH STANDARD CUT SHALL PROVIDED WI T H AND NUTS BEARING AGAINS T WOODS LL BE L EARS A D U ALH ALL BASE VALUE STRESSES TO ME ADJUSTED WITH APPROPRIATE SIRE FACTORS. ALL WOO D IN CONTACT WITH CONCRETE MASONRY SHA LL 60 PRESERVATIVE TREATED. U S E STANDARD LENGTH COMMON NAILS PER U8C TABLE 2N1 N FOR ALL NAILING EXCEPT W HERE SHORTER NAILS PROVIDE THE R23 -1-0D PENETRATION IN PLYWOOD DIAPHRAGMS. PROVIDE MIN. NAILING EER UBC TABLE HER I UNLESS NOTED OTHERWISE. ALL HANGERS, 01ES AND CONNECTORS ARE ATE T. OTHER MANUFACTURERS WITH ICB0 APPROVED LOAD CAPACITIES EQUAL TO O R GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO H OLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT I EVH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES - S NO MORE THAN ONE HOLE EVERY 6- INCHES. GLU-LAMINATED WOOD MEMBERS GLU- LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI /AITC A190.1 - "AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS- STRUCTURAL GLUED LAMINATED TIMBER" AND IN ACCORDANCE WITH NER -486. USE COMBINATION AW524F -V4 (DF /DF) Fb =2400, Fvx = 190 PSI FOR SIMPLE SPAN BEAMS AND COMBINATION AWS24F -V8 DF /DF) Fb =2400, Fvx = 190 PSI FOR CANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. PROVIDE AITC OR APA -EWS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA -EWS CERTIFICATE. ADHESIVE TO BE "WET USE ". INDUSTRIAL APPEARANCE GRADE. PLYWOOD CONFORM WITH UBC STANDARD 23 -2 (P,S. 1 -83) AND EITHER NER -108 (APA) OR NER -133 (TECO). ALL PANELS RATED EXPOSURE 1. SEE PLANS, SCHED., & DETAILS FOR SPECIAL NAILING REQUIREMENTS ROOF SHEATHING: 5/8 ", CD% 32/16. NAIL WITH 1011 (.148" DIAMETER) COMMON NAILS 0 6" o/c 0 PANEL EDGES (10d 0 12" o/c FIELD) w/ 2 INCH MIN. PENETRATION.' PROVIDE PLYWOOD SHEATHING CLIPS ON UNSUPPORTED EDGES MIDWAY BETWEEN FRAMING MEMBERS. WALL SHEATHING: 1/2 ", CD% 24/0. NAIL WITH 10d (.148" DIAMETER) COMMON NAILS w/ 2 INCH MINIMUM PENETRATION. FLOOR SHEATHING: 3/4 ", T & G. CD% 48/24. GLU -NAIL WITH 8d (.131" DIAMETER) X 2 -1/2" LONG RING5HANK NAILS 0 6" o/c 0 PANEL EDGES & 12" o/c FIELD. GLUE PLYWD. TO SUPPORTS & AT T & G JOINTS WITH ADHESIVE CONFORMING TO APA SPECIFICATION AFG -01. INSPECTIONS INSPECTIONS ARE TO BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING FOUNDATION: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP, STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. REINFORCING: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR RDUIRED COVER, SIZE, GRADE, AND SPACING. WELDING: INSPECT ALL FIELD WELDING INCLUDING WELDING OF REINFORCING STEEL. VERIFY,CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR RE4000190 AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS , NOT MEETING SPECS. ALL FULL PENETRATION WELDS SHALL HAVE ULTRASONIC OR RADIOGRAPHIC INSPECTION. PLYWOOD ROOF: CALL BLDG. DEPT, AND ENGINEER FOR NAILING REVIEW PRIOR TO ROOFING OR COVERING WALLS SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU -LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. = ARCHITECT B. OR BET, = BOTTOM BTWN. BLDG. MLR. CNTR, CON. CONT. CONTR. DIA. EA. = EACH EL. OR ELEV. = ELEVATION E.N.W. OR ENW = ENGINEERS NORTHWEST E. F. = EACH FACE E.W. = EACH WAY F.O.C. = FACE OF CONCRETE F.0.S. = FACE OF STUD F.O.W. = FACE OF WALL FUG. = FOOTING H. OR HORIZ. = HORIZONTAL I,F. = INSIDE FACE INC. = INCLUDING KB = KWIK BOLT L.L.H. = LONG LEG HORIZONTAL L.L.V. = LONG LEG VERTICAL = BUILDING = CAST IN PLACE = CLEAR = CENTER = CONCRETE = CONTINUOUS = CONTRACTOR = DIAMETER M.R.5 N.F. N.T.S. 0.F. OPNG. 0.T.0. PAL. REINF. R.O. SW SIM. SYMP. T.O.F. GYP. U.N.O. V. OR VERT V.I.F. V.O.F. W/ METAL ROOF SUPPLIER NEAR NOT TO SCALE = OUTSIDE FACE = OPENING OUT TO OUT PANEL = REINFORCING ROUGH OPENING = SHEARWALL = SIMILAR = SYMMETRICAL = TOP = TOP OF FOOTING = TUBE STEEL = TYPICAL AT ALL SIMILAR PLACES UNLESS NOTED OTHERWISE VERTICAL - VERTICAL INSIDE FACE CAL IWIt(WIIA = WITH G ITAPPROVED HEADER /LINTEL SCHEDULE LEVEL DF #2 HEADER (U.N.O.) TRIMMER STUDS 3' OPENING 6' OPENING 3' OPENING 6' OPENING 2nd 4x 10 3f x 12 GLB 2 -2x6 3 -2x6 3rd 4 x 10 3} x 12 GLB 2- 2 x 4 3- 2 x 4 ROOF 4 x 8 4 x 10 1- 2 x 4 1- 2 x 4 1R JUN 1619 AS NGIED GEN. PLAN REVIEW CLARIFICATIONS BUILDING DIEM CONCRETE CHANNEL- ORKICRE7E CHANNEL M 4 /:.790 nMp� - It WARNER ENGINEERING 5122 Olympic Dr. NW Suite 8204 Gig Harbor, WA 98335 Office (206) 858 -8577 Fox (206) 808 -8579 W. CI WATER LINE OED RAD =954 93' Cory. 077607 �.. ro 5lsT A V N 00'42'00 -E -- E �V U (1'UBLIC RIGHT,L(0 WAY) GRAVEL EXPIRES 12/24/ 9(11 S. 0 U T IL p0- -CIE (SEE NOTES} -" r 126 24 OPT. — IB" OAK - /77 l l OfY42 74 73' N 00'55'3.CE (BASIS lA 2633 '(MEAS) ( ::.0 S o� 252.4 GRAVEL e 7 m D LTAS0W"i6'7.4i ARC14.61'1 I(. ON RI 10 10 -96.. ( CM' n EXISTING 10' WATERLINE OR LINES \ ESMT r0 CITY CF TUKWILA 37 EXTENDED STAY INN U z< O' HRH 141 co Q z < 1- § LLI CC 0 F— LL Architecture lnd Planning EXTRUD NOTE: SURVEY DATA PREPARED BY TRIAD ASSOCIATES DATED SEPTEMBER 09, 1991 FOR EASEMENTS AND BOUNDARY INFORMATION PERTAINING TO THIS SITE. UPDATED PRELIMINARY SURVEY DATA PREPARED BY BARGHAUSEN ENGINEERS JUNE 22, 1995 ADDITIONAL SURVEY INFO ADDED BY HEBRANK, STEADMAN Sc ASSOC. JANUARY 1996 LOCATION .OF EXISTING WATERLINE ON SITE IS ESTIMATED BASED ON EASEMENT INFORMATION CONC. RET. WAL ROOF OVERHANG (TYP.) EXISTING BUILDING 96-w75 LINE OF WEST 190 '(1CT 4 BROOKVALE TRACIS DGE PAVE EN 323.89' ASPHALT DRIVE EXISTING •'WED PRIVA1 DRIVE EXISTING BOIL DING EXTRUDED CONC. CURB Leeson Pomeroy Northwest Royce A. Berg, A.I.A. 1201 - 4th Ave. S., #102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION DAT BID SET TEMPI,�RARY TURN ROUND E,A5 MENT PER TUKWILA / ORT PLAT NO. 78 -2999 -SS. EASEMENT FOR MAINTENANCE REPAIR AND REPLACEMENT OF SEWEf AND WATER 71140a rn 1101' OF TUKWILA PER REC- NO. 7904090634 20 10 0 20 40 SCALE 1 " =20' EXISTING Co) A'FIARY 0EWER MANIIOLL —�— SEWER LINE ❑ CATCH BASIN —a--- STORM DRAIN LINE W /� // WATER M0111 QS p4 WATER VALV9 C> WATER MANHOLE FIRE HYDRANT A FIRE DEPARTMEN1 CONNECTION _�� 6 FIRE MAIN NDICA:OR • WATER ✓ADI I Pw 9b - 0/-2, / —w— WATER LINE PlA $6 _ 0l.2 z • TETI:PHONE RISL12 Pw 96— 0/2 g STREET LIGHT al LIGHT MANHOLE -o- IJTILITY POLE. - ANCHOR RECEIVED OVLRHEAI: POWEII & TELECOM. 7130 APR 2 91996 H SIGN TUKWILA G S VOLVO PUBLIC WORKS TELEPHONE 171704 I. EXISTING CONDITIONS PLAN 20' 1 EXISTING CONDITIONS PLAN File:EXCOND JOB NO.: 95024 DAFE. 4/12/06 DRAWN: CMM CHECK: GEW SHEET NO 06111 C-2.0 4 /i01961 WARNER ENGINEERING 5122 Olympic Dr. NW Suite B204 019 Harbor, WA 98335 Office (206) 858 -8577 Fax (206) 858 -8579 c.,-,:— " .sr A 'v' ,��V TJ ` , (i 0 Ti 041000 tPUBIA2 RIGiii;-1r wAY) 0055'30-5 (PA01 OF FFARING) 253.50- M.:A3.) (23afiCC'. F.kT1 LEXPIRES 12/24/96 �- Ur r 1-F -1 14.00 FF 1 14 00 : FF -1 14 00 112. 6931(12 . 4P"(.1G'1 Deus ® =06 //,5 2a, EXTENDED STAY INN Architecture qrd Planning 100 g 9i1S5 9a vi 32B 60' r _ T° `" been' ,reviewed by the Public TEMPORARY Y t Acceptance m r h c78T., 28 FABRIC FENCE el, .s c:�m which 60 001,of ed standards or ordinancerr' s , le , Ity -.the designer. Additions, deletions or revisions lto se drawings after this date will void this eptance and will require a resubm ittcl -of -.- sed drawings for subsequent approval . acceptance is suhiect to field inspect e' by Public Works a 1 Spector. I. .e: 673//g4 '� Lesson Pomeroy Northwest. Royce A. Berg, A.I.A. 1201 - 4th Ave. S., 2102 Seattle, Washington 98134 (206) 583 -8030 7 [ r i cgs / [.) SEA 11:1.111166: t il-; -; P .r_ i (7 J A J :6466 1.66634113) f' '.1 0 02 f I.u11AUSE..1 AD011101'b \L SURVEY iNF'''- ADDED £' t L1N� - 6 1:: tI orlo ON El EiWiEN 66:3366361306 NO DESCRIPTION DATE 5u.t0 DEPT 2Eout8MIT —x —x- RECEIVED APR 291996 TUKWILA PUBLIC IA/OWN EROSION CONTROL PLAN File:EROSION JOB NO.: 95024 ! SHEET NO 06:10. DATE: 4/12/08 DRAWN: 01114 CHECK: QEW 41W 1111 EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE - CONSTRUCTION MEETING MUST BE HELD. 2. - ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION 70 INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER''THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES; SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1.4. I THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, 1T SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITY, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAT BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000. SQUARE FEET, THAT ARE TO NE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING 6. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE ALL DISTURBED AREAS MUST IMMEDIATELY M 5 BE R APPROVED EROSION WITH TREATMENT GRASS PLANTING 55 OR TIME AYEAR IN EROSION CONTROL SEEDING ALONE ONELWILLLE TO THE ANTE OF YEAR IN OW THE M. GRASS THROUG T WILL IN ACCEPTABLE SEEDING ONLY DURING THE , HOWE OF APRIL THENEVE SIT IS INER E ANT RES F THE PER PROCEED, HOWEVER, AUGMENTED IT IS IN THE MULCHING NETT OF 016 THERIT RE, MEN MUST BE THE CITY WITH ON, OUT NETTING, E FLED 1 TEFPERIOD. APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 7. FOR ALL EROSION /SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 8. DURING PERIODS OF INCLEMENT WEATHER, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 15' x 100' x 12"'. THICK OF 4 TO 8 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. Fl RFl R FIB NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH - OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MAXIMUM OF 5 FEET APART AND ORIVEN SECURELY INTO THE GROUND (MINIMUM OF 72 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 12 INCHES WIDE AND 6 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. USE EXTRA STRENGTH FILTER FABRIC AND FASTEN SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVy-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. EXTEND 20 INCHES OF THE FABRIC INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 5. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY, INLET PRO1R211ON NO7F4 1. PROTECT EXISTING CATCH BASIN INLETS IOCATED IN THE PRIVATE DRIVE WITH FILTER FABRIC PLACED UNDER THE GRATES. REPLACE FABRIC WHEN IT BECOMES CLOGGED WITH SEDIMENT. p 41, .4 '9 4 Si JL4. 1 WHERE SOIL. IS HIGHLY ERODIBLE. NET SHALL ONLY BE USED IN CONJUNCTION WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN. WHICH IF 36- TO 48- INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 POUNDS PER LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL. 3. NETTING SHALL BE SECURELY ANCHORED 70 THE 50IL WITH N0. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. TEMPORARY DI, ,, AND SWALE NOTES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE MULCHING AND SEEDING). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, 012 SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. PLASTIC COVERING NOTES 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 5 MILS AND SHALL MEET THE REQUIREMENTS OF THE STATE STANDARD .2ECEICALOAS SECTION 9 -14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE 137 USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10 -F007 GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS. 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION I5 FIRMLY ESTABLISHED. 4. WHEN 7HE COVERING IS USED ON UN- SEEDED SLOPES. IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS. 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. SEQUENCE OF CONTROL MEASURES 1. FILTER FENCE BARRIERS SHALL BE INSTALLED AND MAINTAINED. 2. TEMPORARY HYDROSEEDING OR OTHER STABILIZATION MEASURES SHALL BE PROVIDED ON ALL DISTURBED AREAS AS REQUIRED TO STOP EROSION. 3. ALL SILTATION BARRIERS AND BASINS SHALL BE MAINTAINED TO PROVIDE THE REQUIRED PROTECTION. 4. BARRIERS MAY NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETED AND FINAL SITE STABILIZATION IS IN PLACE AND FUNCTIONAL. 5. 77E THE IMPERVIOUS SURFACES (ROOFS. STREETS, DRIVEWAYS, ETC.) TO THE COMPLETED DRAINAGE SYSTEM FOR EACH PHASE OF THE PROJECT AS SOON 'AS POSSIBLE. 6. THE CONTRACTOR SHALL ASSURE THAT NO CONCRETE OR CONCRETE BYPRODUCTS ENTER THE STORM DRAINAGE SYSTEM OR NATURAL STREAM COURSES. 7. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS AT PROJECT COMPLETION. 8. GRAVEL ENTRANCE MATS WILL BE REQUIRED AT ALL POINTS OF ENTRY. _EROSION CONTROL STRUCTURE MAINTFNAM/TF 1. EROSION CONTROL BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED FILTER FENCES. END RUNS, AND UNDERCUTTING. BENEATH FILTER FENCES. 3. NECESSARY REPAIRS 10 BARRIERS OR REPLACEMENT OF EROSION CONTROL BARRIERS SHALL BE ACCOMPLISHED PROMPTLY. 4. SEDIMENT DEPOSITS SHOULD BE REMOVED. AFTER EACH RAINFALL. THEY MUST BE REMOVED WHEN THE LEVEL OF' DEPOSITION REACHES APPROXIMATELY ONE-HALF THE HEIGHT OF THE ,EROSION CONTROL BARRIER. 5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE EROSION CONTROL BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. MULCHING NOTES 1. MULCH MATERIALS USED SHALL BE GREEN WASTE, COMPOSTED A MINIMUM OF 4 MONTHS AND FREE OF PATHOGENS AND OTHER MATERIALS HARMFUL TO PLANT GROWTH, AND SHALL BE APPLIED AT THE RATE OF 2000 POUNDS PER ACRE. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4, ALL AREAS NEEDING MULCH SHALL BE COVERED DT NOVEMBER 1. SEEDING NOTES 1, SEED MIXTURE SHALL BE 209, ANNUAL, PERENNIAL RYEGRASS, 409 CREEPING RED FESQUE, 409 WHITE CLOVER, AND SHALL BE APPLIED AT THE RATE OF 80 POUNDS PER ACRE. 2. SEED BEDS PLANTED BETWEEN MAY 1 AND NOVEMBER 1 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. 3. FOR SEED BEGS PLANTED BETWEEN NOVEMBER 1 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (EC.. GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RICHE ANGLES TO THE SLOPE. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECWLLY ADJACENT TO WATER BODIES AND WETLANDS. CONSTRUCTION ENTRANCE NOTES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS AND MAY BE TOP- DRESSED WITH 1 INCH TO 3 INCH ROCK. (S7ATF STANDARD SPFCIFICATIONS SEGT'ION 8 -15). 2. THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET' LONG. WIDTH SHALL BE 7HE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS AREA. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILIN OR THROUGH A SILT FENCE. 1!) 919 001 5 1'W791-iUH 46J Ttia(d4 T t� '(o - •1''IN� fine ' v �* TREE PROTECTION DET./UL m roe alo .,,M- �o�4l //// WARNER ENGINEERING -zo U zx_ 517.2 Olympic Dr. NW Office (206) 858 -8577 Suite 8704 Fax (206) 858 -8579 Gig Harbor, WA 98335 C /51E' E%/ 1141S 12/24/ 90 12" MIN. - 4" - 8" QUARRY SPACES-' PROVIDE FULL WIDTH OF -' -' ' INGRESS /EGRESS AREA STABILIZED CONSTRUCTION ENTRANCE N.T.S. WOOD OR METAL FENCE POSTS 5' 0.C. (SUGGESTED SPACING) 3' WIDE FILTER FABRIC 6" 5•_0" - ELEVATION FILTER FABRIC - WIRE FENCING MAY BE NECESSARY -��� TO SUPPORT SOME FABRICS. SILTATION SUMP 12" WIDE X 6' DEEP (MIN) LZ7' iYi�� - BURY FABRIC IN GROUND � FENCE POST i _ BRACING ® 45' MAY BE NECESSARY IN SOME LOCATIONS. BURY FABRIC IN GROUND -- 6" MIN. SIDE VIEW FILTER FABRIC FENCE DETAIL N.T.S. RECEIVED APR 291996 TUKWILA PUBLIC WORKS EROSION CONTROL DETAILS AND NOTES z z _() U if Lu Q co z O» II- Q ® zco W _ co 0 ® < Q Z z 1` ...1 w eN I- Architecture and Planning -- Leason Pomeroy Northwest Royce A. Berg, H.LA. 1201 - 41/1 Ave. S., /)102. Seattle, Washington 98134' (206) 583 -8030 DESCRIPTION DATE 4 EROSION CONTROL DETAILS AND NOTES Fiie:EROSDET JOB NO.: 96024 SHEET NO OF: )0 DATE: 4/79/06 DRAWN: CMM CHECK: PEW C-3.1 NOTES: 1. SEE SHEET C -4.2 FOR CONSTRUCTION NOTES 2. SEE SHEET C -4.1 FOR PAVING DETAIL 3. INSTALL FOUNDATION DRAIN AROUND PERIMETER OF 81010(50. CONNECT TO CB V. FOUNDATION DRAIN TO BE INSTALLED BY SITE CONTRACTOR, 4. NO SIDEWALK ON THE SRE S119J_ EXCEED A SLOPE F: OF 50 MAX(1V.90N) N0R SHAt1 J3- BE _„1.5. 1AEY®BHH_.. .`1 _�, n1NG r05W 4&OR- SHAlth 0002 WW T{ECTRICAL LANDSCAPER-FOR- SkEE14-- PkACEMENF-- PRIOR -- TOIPAWNG. 6. 100E 00000 11-41 1109 LIGHT BASE DETAIL AND n CONTRACTOR 51fAL1 ARRANGE AND PAY FOR SEATTLE CITY LIGHT TO MOVE THIS POLE AND TO PROVIDE TEMPORARY BRACING DURING �,O,NSIji{I((iIONJ,,r7 tiEi_ M AM�O , ul19[9m WARNER RNER ENGINEERING 5122 Olympic Or. NW 'Suite B204 Gig Harbor, WA 98335 Office (206) 858 -8577 Fax (206) 858 -8579 RA0 Ob Les' REMOVE EX. CHAIN LINK FENCE AND REPLACE WHEN GRADING ALLOWS. REPAIR DAMAGED7SECTI0N5 1 IAS'(JECESSARY TO PROVIDE FENCE THAT LOOKS NEW • BUT WEATHERED-. `USE TEMPORARY TENCr.4§ REQU /IffD00-42.00' BY CRY OR WSDOT N 0055'34`$ (BASIS CiO' SEARING) ate_ sfi` - 1.1 P_` - -. S 0 U r1' ,T. '[00130 RtGFTEtd)14AY) W -L'1N8 SLL 140114,0 -- PERFORM 4L07990601NG IN 51ST AVE SO __ __3-, _._�. -_. +rye_ -p1- WAY- ' PER- WSDOT- FERRET - REQUIREMENTS ., 26za.y,• cuEAS) (2 00 .. -- _ cRAVr_i � , -;.. [EXPIRES 1224/910 1 / RETAINING WALL - - SEE 17-04,9 ;-00' - 2'0(0" 0, 74.7'3' 114.70 ■GR11.pri z z 114.50 • RIM= 113.30. IE- 108.90 `RA : (4071- nt4{1 114:60/ _:. CB!6 TYPE 1 11 .25=11280 .. 13-110.40 113.35 ;113 CONdREFE eCU0o(Tor) i /Y.! , I. • /- "-- 'CLEARIt,{O�AFJD • / 11y0 .LI01TS dNGRETE 3-60, 103.0 GAS METER 11328 11390 ' 113.90 113.90 FF =1 14.00 RETAINING I u RADIOS-4W .i6I. D$1,TA=0 11 0'241, ABC 64.61' FOR D(C. RAMR SEEA4THITEZTIRAL PLANS 113.90' 1L 3.90 Gtll 113.90 emsv^ l-� I"IYwr�=�i R = r AAN® SE � 6;a� I I }18.00' 1100. 0920 CB#3, TYPE 1 M=108.60 IE =10550 . .I. j' - • Ir 1/AV J71T0fi1,.'' 113.90 '. 112 :r { } -.:k BLOTTED! ('§JUMPER; URBS.I. 1i f0: • 1 1t-( X,1 n- "( as�v TYPO f; RIM 15.9 yr., t,IE =1 621 f E 11.Bc, It 11 / 104:30 Architecture and Planning - CLEARING AND -GRADING _LIMITS E771190777,1 CONC. Lupa. ft s =D..os:. 108.00 708.00 ,rIE r 00,00 W .� ( lMSH WiG•- gPOND TTOhf END -CURD - "" -v .....7�. ,E40E P EMf GRADE: AT -- ISTIN9 PAVEMENT /y(q ®gyp E %f I ■N/' E Alr 48 %LF - 18' ADS N-12 =3.200 .<T/T4"S0 .- 09?65'3 W 323.89 A T RETAINING WAIL (WPM i_ SEE 1 -C44 \ lu CONCRETE GUTTER 0.50E 904 SLOPE I. rI UCTURE- 9I = 108.40 0 103.00 E =M9.90 AU.. RETPt INI{J4 M7,t, u 002(= 5EQ/dR.R- -(E P-D& QE0( -t1T• 20 L0' -"36- ADS • S =0. 0 ". EMERGENCY rR;A,YL'RFkO,N4;; ' ,Ica ' °1 SPILLWAY EL = 103.00 EXISTING LEGEND; 104.50 Leeson Pomeroy Northwest Royce A. Berg,. A.I.A. ' 1201 - 4th Ave. S., //102 Seattle, Washington 98134 (206) 583 -8030 NO DESCRIPTION 6IV s5T BLOC,, oeFT,. RESL9MI r DATE PROPOSED SANITARY SEWER MANHOLE SEWER LINE CLEANOUT 0 O CATCH BASIN • STORM DRAIN LINE DOWNSPOUT Lll WATER METER DU WATER VALVE /7: WATER MANHOLE FIRE HYDRANT FIRE DEPARTMENT CONNECTION WATER VAULT �- - -- WATER LINE e TELEPHONE RISER STREET LIGHT LIGI -IT MANHOLE UTILITY POLE NCHOR NOTE: SURVEY DATA PREPARED) BY TRIAD ASSOCIATES GATED SEPTEMBER IY {i , [901 FOR . INFORMATION PERTAINING' TO THIS SITE. r ��� UPDATED PRELIMINARY SURVEY DATA PREPARED BY ADDITIONAL SURVEY Iwo 75551) DA HERRANK, STEADMAN & ASSOC. JA LRY 14-46 E.X4.37i603 ii-:iX1ENE, ON Si IF i.-17 1.13 i ' BASED ON EASEMENT INFORMATION RETAINING WALLS - SEE C4.4 INSTALL GUARDRAIL1,$$,� AS AT BUILDING WHE9E40I 2 EXCEEDS., 3d VCRTIGAL 5EF j 0,01,1 PLANS. 11,6,14E57 TOY 4AIJ -401'} T.VAI'4 84 '7'.. 791 1;w 8' ADS N -12 NOTE PAINT CURBS ON BOTH SIDES OF THE STREET RED FROM THE INTERSECTION AT 53RD AVENUE TO THE SITE INSTALL 00 PARKING 0/055 LOCATED IN ACCORDANCE WITH CRY ORDINANCES. These plans have been reviewed by the Public Works Depanrhent fbr conformance with current City standards. Acceptance is subject to errors and omissions which do net authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this 'date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. F -a1 acceptance Is subject to field inspection by r ,: c Works utilitIee 9 epectoc.- D_= 5/3 //% ByV7 N E/ 20 10 0 20 40 GRADING PAVING AND STORM PLAN REPAIR ROAD WHERE DAMAGED DUE TO CONSTRUCTION USE HEAVY PAVEMENT SECTION - SEE C -4.4 7 POWER & TELECOM. LINE 5... ------ 0Y014(1E150 I1 SIGN III GAS VALVE CAS LINE RECEIVED APR 291996 TUKWILA PUBLIC WORKS SEE 90 001. PLAN FOR LIGHT GRADING, PAVING, AND STORM PLAN File: STORM JOB NO.: 95024 DATE: 4i19/98 DRAWN: MIA 07050- OEW i 71 E) 1 %7100 0J 'I 7;796 NOTE: SURVEY DATA PREPARED BY TRIAD ASSOCIATES DATED PTEMBER 09, 1991 FOR EASEMENTS AND BOUNDARY INFORMATION PER'AI'VING TO TI-i15 SITE. UPDATED PRELIMINARY SURVEY DATA PREPARED BY BARGHAUSEN ENGINEERS JUNE 22, 1995 ADDITIONAL SURVEY INFO ADDED BY HEBRANK, STEADMAN & ASSOC. JANUARY 1996 EXISTING 'W I LINE ON SITE IS ESTIMATED BASED ON EASEMENT INFORMATION ,MCI 10 0 FC1.117 1'_^. 4o CLOSE COUPLE CB'S W/ 6" ADS N -12 PIPE '`.15'-DRIVEWAY .� s t00 h \ 7 P-- r—!-�- VYPE 1L ,I. I` +t \\ pu ter M9B.20 1 =94.OP I T: I "J 11 i 7` I \ II II \; L- I! v I I I!v 1!_m 1 1i I! ii` I ' q ih 11 1 `' N If II 111 11 I%; u- 11 li 1 1 11r-n- -Cal' 1 11/' III If II4 1 ` CB ;;'9, TYPE 1 RI8 =85.00 u , I1 -02.00 LOCATE CB 3' FROM 0 CURB. SOLID LID CA, r V / _- CEDA7/, If T:r 0 1f( i 'Ar T PFR TIIYWI A. OOT PLOT NO 78 ,�oo--SS I % ADD 72"T'EXTENSION TO F10L . __'CEU"- SE,41E BOX CD}ER —y F' \ 3'01 _ht___—____..'!I ij Fn cFAn`Nf 109 66191EN• +r CE 6590:0 AND REPVCLMENT 0 ER A 153 LiiiI— B" ADS 9 -12 LINES TO CITY OF IUI(W6J/ PER u v,..i �,. 5078Ij „_,,, 90009063' EXISTING Bolt:two 510 10 1501001 v,. 7A9 ADJUST IRRIGATION BOX AND TRIM TREE IN THIS AREA J' - ADJUST WATER VALVE COVER TO GRADE REPAIR ROAD WHERE DAMAGED DUE TO CONSTRUCTION USE HEAVY PAVEMENT SECTION — 5LP C -4.4 „.REMOVE EX. ASPHALT DRIVEWAY AND REPLACE :n WITH NEW 25' COMMERCIAL DRIVEWAY 0 i G' RELOCATE VALVE BOX BEHIND SIDEWALK NZ) .0 41 -- RELOCATE MAIL BOXES BEHIND NEW SIDEWALK PAINT BOTH CURBS REg1 FROM ESA PROPERTY LINE TO 53RD AVE INSTALL CITY APPROVED '90 PARKING' SIGNS ON BOTH SIDES OF ACCESS ROAD AT 100' ON CENTER. ! \, :1111 � 11 I 1\ �11i >;A ADJUST VALVE BOX TO GRADE REMOVE EX. ASPHALT'DRTVEWAY AND REPLACE -- WITH -NEW 25' COMMERCIAL DRIVEWAY (REVERSE SLOPE) n - . ;II fer .11 'C1319A, CURB :INLET - 3 d ;RIM 84 90 br., 6 7 )E-82 10 -- 4 o,1) REMOVE IRRIGATION A140 LANDSCAPING FROM ISLAND 5,,. 990 0 171 LF — 8' ADS N -12 S= 10.53% REMOVE EX. ASPHALT DRIVEWAY AND REPLACE- - WITH NEW 25' COMMERCIAL DRIVEWAY (REVERSE SLOPE) ADD NEW CURB 0.1_1131,50 10' WATER00vE OR LINES iESMT TO CITY OF ..ILA REMOVE AND REPLACE'EX. ASPHALT REGRADE TO_PROVIDE 090808 DRIVEWAY SLOPES. °' NEW RETAINING WALL 6/ HANDRAIL AT BACK OF SIDEWALK AN NEW CUR8 AT DRIVEWAY LEVEL REMOVE IRRIGATION AND LANDCAPING FROM' ISLAND REMOVE EX: CURB, GUTTER. AND LANDSCAPING INSTALL NEW 15' COMMERCIAL DRIVEWAY ADD NEW CURB: R =15' REMOVE EX. ASPHALT AND REGRADE TO CREATE NEW PLANTER AREA '5 \... USE LIGHT PAVEMENT SECTION 19 PARKING STALLS LEGEND: EXISTING O SANITARY SEWER MANHOLE SEWER LINE CLEANOUT ❑ CATCH BASIN —o— STORM DRAIN LINE DOWNSPOUT EB WATER METER pG WATER VALVE © WATER MANHOLE a FIRE HYDRANT A FIRE DEPARTMENT CONNECTION ® WATER VAULT WATER LINE m TELEPHONE RISER 4,-0 STREET LIGHT zu LIGHT MANHOLE -0- UTILITY POLE — ANCHOR —orr— OVERHEAD POWER & TELECOM. LINE 1 SIGN RI GAS VALVE --c— GAS LINE I PRO OSED O 0 10 SIOEWALK 7p% MIN SECTION A r RETAINING WALL 1- CURB ADD NEW CURB CB 110, TYPE 1 R1M =6620 IE =64.00 0 LOCAIE 03 3' FROM }' CURB. CONNECT TO EX. PIPING. SOUD 0I0_ REMOVE EX. ASPHALT DRIVEWAY AND REPLACE WITH NEW 15' COMMERCIAL DRIVEWAY REMOVE ASPHALT ANO CURB AND REGRAOE TO MAKE SMOOTH TRANSITION FROM NEW SIDEWALK TO EX. PAVEMENT NEW RETAINING WALL CONCRETE RC") _O_. V, o_ _ l' EA:I LINE OF 000W1LA R SHURI FLAT N0. 78 -29 -55 LNG WALL 7JREC. NO. 7910170915 PAVEMENT DETAIL USE HEAVY PAVEMENT SECTION IN DRIVING LANES These plans have been reviewed by-the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revision:: to these drawings after this date will void This acceptance and will require a resubmllel of revised drawings for subsequent approval. Final Acceptance is subject to field inspection by the l'Vorks Militia ' specter. � Date: 5/5//76 By: ��� • REPLACE CURB AND CUTTER FROM HERE TO ENO 01.905, ASPHALT DRIVEWAY RECEIVED MAY 2 91996 • TUKWILA PUBLIC WORKS WARNER ENGINEERING 5122 Olyrnpic Dr. NW Office (206) 858 -8577 Suite B2C4 Fax (206) 858 -8579 Gig Harbor, WA 98335 5D AVENUE S O U T H ...... 701 F. S (507.110 7:001 _: ; :m) C ii 1 v Z z ce a 1 w m c z Q w 1 c, ®¢o r J w Imo` O 111_ s° 2 Architecture and Planning Lesson Pomeroy Northwest Royce A. Berg, A.I.A. 1201 4th Ave. S., #102 Seattle, Washington 98134 - (206) 583-8030 NO DESCRIPTION DATE' OFF -SITE STORM AND SIDEWALK PLAN OFF -SITE STORM AND SIDEWALK PLAN DATE: 6/29/98 k � DRAWN CMM C'" Ti 1 CHECK . DEW C 1 a El=t )1- . :s :0 SHEET NO OF: i TOP OF BERM BETWEEN CELLS ,` 18° THICKNESS QUARRY SPAI.LS- CELL BOTIO 6' H - 1 1/7 - 4' WASHED ROCK CORE -n nfL" I- III r nt°1�°-aVIT r� nPI 4�I SECTION X -5 POND GRAVEL WINDOW NTS EL= 108.00 - RETAINING WALL EL.= 104.00 USF NATIVE SITE MATERIAL A80'50 SAND P40117ON FOR UNER -- FINISHED GRADE \ OF POND 9- EL= 104.00 -p2AJ.D( 0 /0s- 416(,, pPE7' l�✓l9tLS (1 Al),OF� / 1. or .1J tt3141-ALL EXTEND LINER UP TO- ELEV. 103.25 MIN EL =99.50 JP - 20 MIL PVC LINER W/ SAND PROTECTION OF 7 MIN. THICNESS NOTE: ALL FILL SHALL BE PLACED AND COMPACTED TO 95% OF MAXIMUM ASTM D1557 DENSITY UNDER THE SUPERVISION OF THE SOILS ENGINEER. POND SECTION B -B 975 WHERE OLD FILL EXISTS IN DETENTION POND BERM AREA, REMOVE R AND REPLACE R WITH COMPACTION 70 95% OF MAXIMUM DENSITY PER ASTM 01557 CALL 105 SPECIAL INSPECTION CONSTRUCTION NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CITY STANDARDS AND IN ACCORDANCE WITH THE "1994 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" AS JOINTLY ADOPTED BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION (WASHINGTON STATE CHAPTER). 2. ANY REVISIONS TO THESE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY IMPLEMENTATION IN THE F750. 3. THE CITY SHALL BE NOTIFIED 48 HOURS BEFORE CONSTRUCTION I5 STARTED. 4. CONTRACTOR SHALL HIRE SURVEYOR TO PROVIDE AS -BUILT PLANS. 5. CONTRACTOR SHALL CALL THE "UNDERGROUND LOCATE AND INDIVIDUAL UTILTIY COMPANIES CENTER 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY. PHONE N0. 1- 800- 424 -5555. 6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 7. EXISTING TRAFFIC ON ALL PUBLIC ROADS AND THE PRIVATE DRIVEWAY SHALL BE MAINTAINED AT ALL TIMES. 8 IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND PAY FOR STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTMTY IN THE MUNICIPALITY'S RIGHT -OF -WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL ABIDE BY ALL REQUIREMENTS FOR TRAFFIC CONTROL & SAFETY WHEN WORKING IN THE ROAD RIGHT -OF -WAY 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE CITY'S TRANSPORTATION DMSION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1- 07 -23, TRAFFIC CONTROL, SHALL APPLY. 10. CONTRACTOR SHALL NOTIFY SOILS /CIVIL ENGINEER IN THE EVENT 014 DISCOVERY OF UNSUITABLE SOILS, OR DISCREPANCIES FROM THE PLANS IN EXISTING CONDITIONS. CALL FOR SPECIAL INSPECTION. 11. SHOULD ERODIBLE RUNOFF WATER UNEXPECTEDLY SURFACE OR VISUALLY MAKE ITSELF KNOWN, THE CONTRACTOR SHALL CONSTRUCT ESSENTIAL EROSION CONTROL MEASURES (SEE EROSION CONTROL PLAN). 12. ALL FILL AREAS SHALL BE CLEARED AND GRUBBED PRIOR TO FILLING. 13. ALL BUILDING AND PAVEMENT AREAS INCLUDING PARKING, ROADWAYS, SIDEWALKS AND ANY AREAS TO RECEIVE STRUCTURAL FILL SHALL BE STRIPPED OF ALL VEGETATION AND TOPSOIL. THE VEGETATION AND TOPSOIL SHALL BE REMOVED FROM THE SITE. CALL FOR SPECIAL INSPECTION. 14. PRIOR TO FILL PLACEMENT, AFTER STRIPPING OPERATIONS ARE COMPLETED, THE STRIPPED AREAS SHALL BE PROOF- ROLLED WITH AS MINIMUM OF THREE PASSES WITH A HEAVY 20 TON VIBRATORY ROLLER. CALL FOR SPECIAL INSPECTION. 15. STRUCTURAL ALT UNDER BUILDINGS AND PAVEMENT SHALL BE FREE OF ORGANICS AND OTHER DELETERIOUS MATERIAL WITH NO INDIVIDUAL PARTICLES LARGER THAN 6 INCHES IN DIAMETER. 16. FILL SHALL BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 10 INCHES IN LOOSE THICKNESS AND EACH LIFT SHALL BE THOROUGHLY AND UNIFORMLY COMPACTED. 17. FILL PLACED ON SLOPES STEEPER. THAN 4H:1V SHALL BE BENCHED INTO THE EXISTING SLOPE. THE EXISTING SLOPE SHALL BE CUT USING THE BLADE OF THE DOZER TO EXPOSE A HORIZONTAL BENCH 4 TO 6 FEET WIDE WTTH A 2 TO 3 FOOT HIGH CUT FACE. NEW ALL SHALL THEN BE PLACED AND COMPACTED. ADDITIONAL BENCHES SHALL BE CUT AS FILL IS PLACED WORKING FROM THE BOTTOM OF THE SLOPE TO THE TOP. 18. EXISTING NATIVE GRANULAR SOILS MAY BE REUSED AS BACKFILL AND FILL PROVIDED THEY ARE PLACED DURING DRY WEATHER AND THE MOISTURE CONTENT OF THE MATERIAL 10 ADJUSTED TO OPTIMUM FOR COMPACTION. COMPACTION UNDER THE BUILDING SHALL BE 955 OF MAXIMUM DRY DENSITY PER ASTM 0 -1557. COMPACTION IN THE PARKING LOT SHALL BE 905. CONTRACTOR ASSUMES ALL RESPONSIBILITIES FOR USE OF NATIVE SOILS. CALL FOR SPECIAL INSPECTION. 19. RIP RAP AND QUARRY SPALLS SHALL BE IN ACCORDANCE WITH SECTION 9 -13 OF 7140 WSDOT /APWA STANDARD SPECIFICATION. 20. IF SURFACE WATER OR GROUND WATER SEEPAGE 1S ENCOUNTERED DURING THE EXCAVATION PROCESS, INCLUDING UTILITY PLACEMENT, THE WATER SHOULD BE ROUTED AWAY FROM THE BASE OF THE EXCAVATION THROUGH APPROPRIATE DITCHING AND /OR SUMPS AND PUMPS ALSO, NOTIFY THE SOILS ENGINEER. 21. BECAUSE OF THE LOW PERMEABILITY OF THE SITE SOILS, THE CONTRACTOR SHALL BE PREPARED DURING PERIODS OF PRECIPITATION TO USE APPROPRIATE MEASURES TO DIRECT ANY POSSIBLE SURFACE WATER RUNOFF AWAY FROM THE AREAS TO BE EXCAVATED AND /OR FILLED. 21, IN THE EVENT THAT SITE SOILS BECOME TOO WET TO USE A LAYER OF SAND AND GRAVEL WITH LESS THAN 55 PASSING THE NO. 200 SIEVE SHALL BE USED TO REPLACE THE DISTURBED SOILS. 22. IT MAY BE NECESSARY TO REMOVE EXISTING ALL SOILS FROM WITHIN PORTION OF THE PAVEMENT AREAS IF SOFT OR LOOSE ZONES ARE IDENTIFIED DURING SITE GRADING. DETENTION POND 1. THE FINAL PHASE OF SITEWORK SHALL INCLUDE REMOVAL OF ALL ACCUMULATED SEDIMENT IN THE POND.. 2. EROSION PROTECTION OF INFLOW POINTS TO ME BASIN SHALL BE PROVIDED BY PLACING RIP RAP AT THE PIPE OUTLETS. 3. A HEALTHY STAND OF VEGETATION IS TO BE ESTABLISHED ON THE BASIN FLOOR AND SIDE SLOPES. 4. CONTRACTOR SHALL HAVE STEADMAN AND ASSOC. (447 -1729) CONFIRM THAT THE VOLUME OF THE POND EXCEEDS 7442 CUFT 0191, ��� j WARNER ENGINEERING EXPIRES 12 24 CONSTRUCTION SF0UFNICE 1. CALL CITY AND OWNER FOR PRE - CONSTRUCTION CONFERENCE MEETING 46 HOVERS PRIOR TO THE START OF SITE WORK. 2. FLAG ALL WORK LIMITS. 3. INSTALL TEMPORARY EROSION CONTROL MEASURES (SEE SHEETS C -3.0 AND 13.1) ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR 70 CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 4. EXCAVATE LIMITS OF SITE. 5. INSTALL UTILITIES IN DESIRED SEQUENCE AND PROVIDE CATCH BASIN INLET PROTECTION AS CATCH BASINS ARE INSTALLED. 6. MAKE STORM SYSTEM OPERATIONAL. ALL DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY. 7. COMPLETE ALL CONCRETE WORK AND PAVING. 8. LANDSCAPE ALL REMAINING DISTURBED AREAS. 9. CLEAN AND FLUSH ALL CATCH BASINS AND STORM DRAINAGE PIPES AFTER THE SITE IS STABLE ENOUGH 70 PREVENT EROSION. THIS SHALL BE WITNESSED BY THE CIVIL ENGINEER. M. REMOVE ALL REMAINING TEMPORARY EROSION CONTROL ITEMS AFTER ALL DANGER OF EROSION AND SEDIMENTATION PASSES. STANDARD STORMWATER NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT COPY OF THE S74TE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE A140 MUNICIPAL CONSTRUCTION (WSDOT /APWA) AND AS AMENEDED BY THE MUNICIPALITY. 2. CALL THE UNDERGROUND LOCATE LINE 1 -800- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATIONS. 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE MUNICIPALITY. ANY SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE MUNICIPAUTY. 4. A COPY OF THE APPROVED STORMWATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION 10 IN PROGRESS. 5. WATER SHALL NOT BE ALLOWED TO POND IN ANY AREA OF THE SITE EXCEPT THE DETENTION POND LOCATION. 6. ALL PIPE APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE BOTTOM OR TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL THE SAME AS FOR SANITARY SEWERS 7. ALL STORM PIPE SHALL BE ADS N -12. 8. IN TYPE 2 CATCH BASINS, THE MINIMUM DISTANCE BETWEEN PIPE OPENINGS SHALL BE 8 INCHES FOR 48 AND 54 INCH DIAMETER STRUCTURES AND 12 INCHES FOR 72 INCH DIAMETER STRUCTURES. 9. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 10. FOUNDATION DRAINS SHALL BE TIGHTLINED INTO THE STORM DRAINAGE SYSTEM. NO OTHER DRAINS SHALL BE TIED INTO THE FOOTING DRAIN SYSTEM. ALL ROOF DOWNSPOUTS SHALL BE TIGHT-LINED SEPARATELY TO THE 01096 SYSTEM. 11. THE CONTRACTOR SHALL NOTIFY THE SOILS /CIVIL ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS OR STANDING GROUNDWATER. 12. ALL STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION. PAVFMFNT NOTES 1, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANC WITH M.U.T.C.D. PRIOR TO DISRUPTION OF ANY TRAFFIC. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. 3. ALL OF THE SURFACE STORM DRAINAGE SYSTEM SHALL HAVE BEEN CONSTRUCTED, IN PLACE AND FUNCTIONAL PRIOR TO ANY ASPHALT PAVING. 4. ALL CURBS, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL AND /OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY STEADMAN AND ASSOCIATES. 5. CRUSHED ROCK SHALL BE BACKFILLED AND COMPACTED TO 955 OF MAXIMUM DRY. DENSITY AS DETERMINED BY ASTM 0 -1557 (MODIFIED PROCTOR). IF THE REQUIRED COMPACTION CANNOT BE MET DUE TO THE CONDITIONS OF THE EXISTING NATIVE SOILS BELOW THE ROADWAY, THE SOILS SHALL BE REMOVED TO A DEPTH SUFFICIENT TO ALLOW PROPER COMPACTION WHEN BACKFILLED WITH BANK RUN GRAVEL. 6. FILL MATERIAL (WHERE NATIVE MATERIAL CANNOT BE COMPACTED) IN FILL SECTIONS OF THE ROADWAY SHALL BE BALLAST UNLESS OTHERWISE NOTED ON PLANS. BALLAST SHALL CONFORM TO SECTION 9- 03.9(1) OF THE 1994 WSDOT STANDARD SPECIFICATIONS. 7. SAWCUTS OF THE EXISTING ASPHALT SHALL BE AT ALL MATCH LINES SHOWN ON THE PLANS OR AS DIRECTED BY THE CITY INSPECTOR. SAWCUTS SHALL BE CLEAN VERTICAL CUTS WHICH WILL ALLOW A SMOOTH TRANSITION BETWEEN THE EXISTING AND NEW PAVING. 8. WHERE THE ASPHALT MEETS AN EXISTING FACILITY SUCH AS EXISTING DRIVEWAY, CURB, GUTTER OR PAVEMENT SECTION, THE EXISTING FACILITY SHALL BE TACKED PRIOR TO PLACEMENT OF THE ASPHALT AFTER PLACEMENT OF THE ASPHALT, ALL MANHOLES, VAULTS, MONUMENTS, STORM DRAINS AND WATER VALVES SHALL BE SEALED BY PAINTING OR SS-1 EMULSION AND IMMEDIATELY COVERING WITH CLEAN DRY SAND. 9. THE NOMINAL COMPACTED DEPTH PER 167 FOR ANY LAYER OF ASPHALT CONCRETE CLASS B EXCEEDING 2 INCHES SHALL NOT EXCEED 1.5 INCITES, EXCEPT FOR 2 INCH LAYERS WHICH WILL BE COMPACTED IN A ONE LIFT COURSE. 5122 Olympic Dr. NW Suite 8204 Gig Harbor, WA 98335 Office (206) 858 -8577 Fox (206) 858 -8579 S/3/6 RECEIVED APR 291996 UKWILA PUBTLIC WORK6 CONSTRUCTION NOTES AND STORM DETAILS Z Z z 0 U UJ 0 > Q ® z co W _ ^® CO iii ® Q Y ®Z z W J >< §j W till1 Sc 1- Architecture and Planning Leeson Pomeroy Northwest 1Royce A. Berg, A.I,A. 201 - 4th Ave. S., #102 Seattle, Washington 98134 (206) 583 -8030 [10 DESCRIPTION DATE CONSTRUCTION NOTES AND STORM DETAILS FiI e:STMDET1 JOB NO,: 95024 DATE: 4/19/90 DRAWN: CMM CHECK: GEW SHEET NO OF:ID C-4.2 ' z P C CHANNEL P 'S / 100 YEAR /24 HOUR / EVENT EMERGENCY ,' OVERFLOW HIGH / WATER SURFACE TOP OF DIKE 3 MINI 1 MIN " M DO " '1 \1' J& WARNER ENGINEERING p o4 W ASH 2 ¢ 5122 NW Off UN t�r `F B204 Or. e (206) 858-8577 58 8577 -i Q Suite 6 Foy c (206) 858 -8579 Gig Harbor, WA 98335 lx SroNnL E ((� - ... - -__ _ QUARRY PATHS SHALL X 'IX-1001_ . _EL_104.00 - _ - Y EL= 103.00 - .` '• -�' 5 - -� .1 3 Seattle, Washington 98134 (206) 583 - -8030 NO DESCRIPTION DATE BE MIN. 8" THICK & ACCORDANCE 6. WSDOT 9 -13.6 IxPiRFS 12 /247q ,__4"0 PERF. PIPE LAYER LEVEL SEWER C LINE W/ TIGHTLINE ® 1% SLOPE -� Ir ' OE 20 WI WITH EMERGENCY OVERFLOW SPILLWAY N.LS. COARSE AGGREGATE \ --FILTER -FILOUR FABRIC ALL AROUND COARSE % AGGREGATE \ • TOP OF BED R� PLAN PLACE ROCK 1' ABOVE - -L -- CROWN BOTH SIDES CHANNEL 1 MIN TOP WIDTH = IZ" -._ - -. 1 I 1 W ALE SOD BOTTOM OF SWALE 3 1 -: Ri iV • ' i 17 6, C.� V' �'. W 1 •t E - INVERT ELEV. BE PIPE SHALL BE NO LEVEL_ / y+, 4" LOWER THAN BOTTOM or FOOTING STORM DETAILS File:STMDET2 1 OF: 10 DISCHARGE PIPE -'� "- FILTER FABRIC I_INFR 1' MIN UNDER ROCK ROCK THICKNESS SECTION A -A DRAWN: CMM ,� -4.3 FOUNDATION DRAIN BIOFILTRATION SWALE OUTFALL DETAIL BIOFILTRATION SWALE N.T.S. N.T.S. N.T.S. ' FRAME AND GRATE ;I`IIIIIII� (SEE WSOOT STANDARD PLAN B -2a W /LOCKING BOLTS PER KING COUNTY STANDARD PLANS 41 AND 42) �� DDD 6" RISER SECTION ' ` 1-#3 BAR' HOOP V� # - � 1` • el I 2" RISER SECTION 2 - #3 BAR HOOP��� e - -_FRAME AND GRATE (WSDOT STANDARD PLAN 13-2a W /LOCKING BOLTS PER KING COUNTY STANDARD /� LL .f PLANS 41 AND 42) �, \. -- -RISER OR ADJUSTMENT SECTION ` = HANDHOLDS ■l -- FLAT SLAB COVER FRAME AND GRATE \ / (SEE WSDOT STANDARD PLAN B -2a IN / LOCKING BOLTS PER KING COUNTY / - STANDARD PLANS 41 AND 42) FD iAryp , '?..-el S` RISER SECTION �! �T 2 -$3 BAR HOOP FOR 2" �� ` '0' OR 12" 5 �`+ Ti e < _ - - �. S SEPARATE CAST IN PLACE OR SEPARATE 20" X 24° OR 24 DIAMETER STEPS AND LADDER 48" OR 54" .t- -i i' - -_ -__ � 2 -//3 BAR HOOP �• -_ - -_- AoryA ?0 \ 6" REDUCING SECTION , kip ` #3 BAR EACH CORNER- #3 BAR EACH SIDE �I414J!e14 #3 BAR EACH WAY 1,, ry/ �® C� M�N ...<�/4, 40111114\ ��" v;y ``2" NOTES , 4hHj � PPP PRECAST BASE SECTION (MEASURMENT AT THE TOP OF THE BASE) ;44. ,e, s \ / 4' iM7N MORTAR FILLET 1\ b 1f i� E T I (FOR PRECAST BASE WITH INTEGRAL RISER) (FOR REINFORCING STEEL DIA 039 SQ IN / FT IN EACH DIRECTION FOR 54" DIA ��' 2B, PRECAST BASE --- - - -F-{ _0.25 SQ IN /FT IN EACH DIRECTION FOR 60" DIA - PRECAST BASE WITH INTEGRAL RISER A' 48• DIA -6°. I'~ -- GRAVEL BACKFILL FOR PIPE BEDDING, �xN� #3 BAR EACH CORNER- - - - -� 3 BAR EACH SIDE - -- �� #3 BAR EACH WAY`/ , ,!! \��M\74, / \'l PRECAST BASE SECTION (MEASURMENi AT THE TOP OF THE BASE) - 54" DIA -8" 60 DIA -8' �' FOR SEPARATE CAST IN PLACE ONLY 6" MIN COMPACTED DEPTH. FOR -11 -U' PRECAST BEES ONLY. STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ IN /FT IN EACH DIRECTION FOR 48" DIA ( 0.25 SQ IN /FT N EACH DIRECTION FOR 60" DIA PAST NOTES S BASE JOINT 4-111(1. / NOTES 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE 5. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE WITH ASTM C 478 (PASHTO M 199) & ASTM C 890, TOP HALF OF THE BASE, 1" MINIMUM CLEARANCE. UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN YIELD STRENGTH SHALL BE 60,000 PSI MINIMUM. THE STANDARD SPECIFICATIONS. 6. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE 2. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL ROUNDED. HAVE 3" MINIMUM CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MINIMUM CLEARANCE. NO STEPS ARE 7. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN REQUIRED WHEN "B" IS 4' OR LESS. FOR DETAILS, OR CAST INTO RISER. FOR DETAILS SEE STANDARD PLAN SEE STANDARD PLAN "MISCELLANEOUS CATCH BASIN "METAL FRAME AND GRATE FOR CATCH BASIN INLET. DETAILS. 8. DESIGN ASSUMPTIONS: SOIL BEARING VALUE EQUALS 3000 LBS /SQ. FT MIN. 3. CLASS CPRECAST CO CRETEC SHALL OBTAIN 9. STAND BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE SHALL FI WITH 4000 PSI AT 28 DAYS. STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHE TO ASSURE NON - ROCKING FIT. 4. OR BOUTS SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. KNOCKOUTS OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE //y/ IS 36" FOR 48" CATCH BASIN, 42° FOR 54" CATCH D�'/ .S�j/ BASIN, AND 46" FOR 60" CATCH BASIN. MINIMUM / "/ �S DISTANCE BETWEEN HOLES IS 8 ". " " RECEIVED CATCH BASIN TYPE -2 (48 ", 54" & 60) APR 29199B 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (PASHTO M 1990) & ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 PASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 28". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. PIPE TO BE BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" Al. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS BE FEDERAL TO SPECIFICATION RR- F-6210. MATING SURFACES SHALL BE FINISHED TO ASSURE NON- ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. CATCH BASIN TYPE 1 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH 5. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION ASTM 0478 & ASTM C890 UNLESS OTHERWISE SHOWN ON AND RISER SECTION SHALL NOT EXCEED 1 /4 " /FT. PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 6. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST 2 AS AN ACCEPTABLE ALTERNATE TO REBA2, WELDED WIRE INTO RISER. FABRIC HAVING A MINIMUM AREA OF 0.1L SQUARE INCHES 7 CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO PRAM A497 (PASHTO K M UTS. WIRE FABRIC SHALL NOT TO ASSURE NON- ROCKING FIT. BE PLACED IN THE KNOCKOUTS. 3, THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. KNOCKOUTS BE MAY BE ON ALL 4 SIDES, EITHER ROUND OR °D° SHAPE. PIPE TO BE R CUTOUT IN LE SIZ SUPPLIED QpUAL KNOCKOUTS. PE OUTER KNOCKOUT PLUS KCA CH BASIN WALL OTHICKNESS, 28"UAMAX PIPE OUTER DIAMETER CATCH BASIN TYPE 1L N.T.S. TAKWILA NOTE: : USE TYPE 2 MH SIZE APPROPRIATE FOR PUBLIC WORKS PIPE SIZE AND GEOMETRY. N.T.S. N.T.S. STORM DETAILS TUKWILA, WASHINGTON FOR EXTENDED STAY AMERICA, INC. Architecture and Planning Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201 - 4th Ave. S., #102 Seattle, Washington 98134 (206) 583 - -8030 NO DESCRIPTION DATE 45i STORM DETAILS File:STMDET2 JOB NO.: 96024 SHEET NO OF: 10 DATE: 4/12/08 ` DRAWN: CMM ,� -4.3 CHECK: GEW 0080. PFAVING WITH BROOM NISH SMOOTH TROWEL FINISH, TIP. /--1° RADIUS W /SLOPED FACE / AND BROOM FINISH TOP / AND SIDE 3/8" P868010ED ASPHALT EXPANSION JOINT VERTICAL CURB & SIDEWALK N.T.S. ASPHALT PAVING PARKING STALLS 2" MIN. ASPHALT- - - -- CONC. CLASS B (W/ 1% EXTRA ASPHALT) ALL DRIVEWAYS 3" MIN. ASPHALT(TWO LIFTS) -. CONC. CLASS 6 (W/ 10 EXTRA ASPHALT) 4" MIN. CRUSHED SURFACING ' TOP COURSE // /a / //IV 'Tli „TIT III � -i =+1- i i11 III-_ 6” MIN. CRUSHED SURFACING - TOP COURSE NATIVE INORGANIC GRAVEL SOIL SUBGRADE PROOF ROLLED TO VERIFY 950 COMPACTION OF MAX. DRY DENSITY PER ASTM D -1557 TO A MIN. DEPTH OF 12 INCHES. PROOF ROLI ING CAN ONLY BE DELETED BY OWNER'S SOILS ENGINEER. NOTE: DEPTHS OF MATERIALS INDICATED HEREON ARE COMPACTED MINIMUM. TYPICAL PAVEMENT SECTIONS N.T.S. CONCRETE DRAINAGE STRUCTURE IN 10' -0" LONG SECTIONS BETWEEN JOINTS s" MIN 24" WIDE T CONCRETE GUTTER N.T.S. (EXPIRES 12/24/95 j If WARNER ENGINEERING 5122 Olympic Dr. NW Suite 8204 Gig Harbor, WA 98335 9" -H -13/16 DIA HOLES Y 6" Office (206) 858 -8577 Fax (205) 858- -8579 _-I q^ 2 1/2"-H L.-1 // 2" CLEARANCE TYP /SLOTTED CURB ACTS 3:1 SAND AND CEMENT - AS A LEVEL SPREADER GROUT 1" DEPTH 26 BARS (2) PRECAST CEMENT CONCRETE SLOTTED BUMPER CURB N.T.S. 23 BARS (2) 8" NON- SHRINK GROUT 8" MIN REMOVABLE WATERTIGHT COUPLING OR FLANGE EL. AT THIS POINT AS NOTED BELOW I2" MIN. PLATE WELDED TO ELBOW -. WITH ORIFICE AS SPECIFIED 1ST ELBOW ORIFICE DIA =2 15/16" 0 -EL =102.80 200 ELBOW ORIFICE DIA =3 0 EL =102,94 ELBOW- RESTRICTORS NOTES: 1. USE MIN, 46" DIA. CATCH BASIN TYPE 2 2. OUTLET CAPACITY: DEVELOPED - DESIGN FLOW. 3. METAL PARTS: CORROSION RESISTANT.. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT 1. 4. FRAME AND LADDER OR STEPS OFFSET 50: A. CLEANOUT GATE IS VISIBLE FROM TOP B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH 0.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4 6. PROVIDE AT LEAST ONE 3° X .090 GAGE SUPPORT BRACKET ANCHORED CONCRETE WALL (MAX. 3' -0" VERTICAL SPACING). 7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MIN. CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS OR VAULTS TO ALLOW ACCESS WHEN CATCH IS FILLED WITH WATER. 12" MIN. FRAME, GRATE. At ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS- ELEV. PER PLANS 16" MAX. (8" IN PIPE SUPPORTS 1.5 DIA MIN. EMERGENCY OVERFLOW SPILLWAY W.S. MAX. W.5. FLOW OVER - CONDITIONS VERTICAL BAR GRATE FOR POND OVERFLOW -- STD. GALV. HAND- HOLDS, STEPS OR LADDER --. ELBOW RESTRICTORS SEE DETAIL INVERT & ELEV. PER PLANS RESTRICTOR PLATE W/ ORIFICE DIA. 1 1/16" (NOT NEEDED IF FOR OIL POLLUTION CONTROL ONLY) - -- 1' SECTION OF PIPE ---� ATTACHED BY GASKETED RAND TO ALLOW REMOVAL SECTION A -A 2' MIN. CLEARANCE TO ANY PORTION OF FROP -T INCLUDING ELBOWS INLET PIPE(S) -SHEAR GATE W/ CONTROL ROD FOR CLEANOUT /DRAIN (ROD BENT AS REG,D FOR VERTICAL ALIGNMENT W /COVER) ADDITIONAL LADDER RUNGS ON SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER, ELBOW RESTRICTOR SEE DETAIL = - CONTROL STRUCTURE N.T.S. KING CO. RS -52 ANGLE AS NECESSARY SEE NOTE 7 GRAVITY RETAINING WALL //- IN FILL AREAS, USE NATIVE BACKFILL BEHIND QUARRY SPALLS 8" MIN THICKNESS 4" - 2" QUARRY SPALLS /-1" MINUS WASHED ROCK FILTER FABRIC 4' -6" PERE PIPE TO DAYLIGHT (OR, IF PAVEMENT BELOW WALL, TO NEAREST CATCH BASIN) RETAINING WAII NOTES 1. THE RETAINING WALLS SHALL BE GRAVITY RETAINING WALLS SUCH AS KEYSTONE OR ULTRABLOCK. THE WALLS SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDER SET OF RETAINING WALL DESIGN PLANS WITH THE ENGINEER'S STAMP. AND OBTAIL WRITTEN APPROVAL OF OWNERS SOILS ENGINEER. OBTAIN CITY PERMITS FOR WALLS AFTER SOILS ENGINEER APPROVAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING PERMITS FOR THE RETAINING WALLS. 3. THE GRAVITY RETAINING WALLS SHALL BE DESIGNED USING PARAMETERS SET BY THE OWNERS GEOTECHNICAI. ENGINEER. 4. A FILTER FABRIC LINER DESIGNED FOR PERMANENT SUBSURFACE USE SHALL BE PLACED BETWEEN BACKFILL SPALLS AND THE CUT OR FILL MATERIALS. 5. THE BACKFILL MATERIAL SHALL BE PLACED IN LIFTS TO AN ELEVATION APPROXIMATELY 6 INCHES BELOW THE TOP OF EACH COURSE OF WALL MATERIAL AS THEY ARE PLACED, UNTIL THE UPPERMOST CURSE IS PLACED. ANY BACKFILL MATERIAL ON THE BEARING SURFACE OF ONE WALL COURSE SHALL BE REMOVED BEFORE SETTING THE NEXT COURSE. 6. FILL BEHIND THE RETAINING WALLS SHALL BE COMPACTED TO AT LEAST 950 MAX. DRY DENSITY FOR A DISTANCE EQUAL TO THE HEIGHT OF THE WALL UP TO A MAXIMUM OF 8 FEET. GRAVITY RETAINING WALL FOR CUT AND FILL N.T.S. RECEIVED APR 291996 PUBLIC TUKWIL WORA K6 PAVING, STORM AND MISC DETAILS 1 U i1 (M w Z Q 0 >- C9 Q Z_ u) CO Q w CI Z Z. he CC w J w O IL Architecture and P'Igrinir(gc,. Leason Pomeroy Northwest Royce A. Berg, A.I.A. 1201 — 4th Ave. S., 2102 SectUe, Washington 98134 (206) 583 -8030 NO DESCRIPTION DATE, 2 PAVING, STORM AND MISC DETAILS File:PAVEDET JOB NO.: 95024 DATE: 4/12 /98 DRAWN: CMM r0HECK: OEW SHEET NO OF: 10 C -4.4 /// WARNER ENGINEERING 5122 Olympic Dr. NW Suite 8204 Gig Herber, WA 98335 Office (206) 858 -8577 Fox (206) 858 -8579 j 0XPIR07..10727/1910 1 CONNECT TO EX 0 0006AIN W/ ex10° REDU0A(J I¢d 0,400 1.19T ,A, VEN Il 311 nr^E 1700L GT17.„OF G03- 400,TEA0.) (0480.00,' 31.ATE - 202.1E - 01-13L CAP END OF PIPE 1110051 BLOCK 4— - ' 1 - FIRE H ASSEMBLY 4° CONDUIT FOR POWER 7.17 -' 10 " 0 2 - THRUST E 7,38' 2E41 fFxryrylIJ) ' ,14 BENDS,QSHACKLE BENDS TOGETJAR) YAM r REMOVE EX. WATERMAIN BETWEEN NEW CONNEC \ POINTS I FF= 114.00 111, 'F—� -i CON.PLUMBING F WA FOR 1 1 AND SEWER ER L E WATER SSCO 2 1 xs 1, AND SEWER LINES RIM= 114.70 IE= 106.48. 103 LF� i "PVti = 085,... FF- =1 14, 00 NOTE: ALL OF FIRESPRINKLER S1Tb - FROM- THE-MAIN TQ THE- BUILDING; (INCLUDING PIPING, 'FDC AND- P- 11-- 1/AtVE) StfALI BE INSTALLED B' A CERTIFIEEF F1E PROTECTION 1H11STALtER. 12U'Ly 0 F 0 "20 LF -TO`' e 4° 01 SPRINKLER UNE SSCO 111 RIM 10630 1 138 1AUI? II 1-06 ... =' FIRE H r ° Ni''••:: SSEMB11 1 CO TIRE _ RDTECTION INS SHAL PROVIDE WIRING ALAy/OTolg ®PP l61ENANC. TO PROVIDE CONBNUOU M NoQWING o1"_THE 0PP/. 37:;pOS1ESTIC WATER --r, 102— 100 EXT U z _U cr cw 1 Q z co cow 4 ZI w QF- J aJ�w i O O u- Architecture and Planning WATER AND SANITARY SEWER NOTES 13E1g0(MJxMJ) \1HRUSE BLOCK 115 LE 10" DI OONECT TO. b1, WATERMAIN 10'x8'. 6000CER(MJOMJ) 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF TUKWILA STANDARDS AND THE 1994 OF STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION BY THE ____ WASHINGTON STATE D.O.T. AND WASHINGTON STATE CHAPTER, A.P.W.A. 2. THE CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE STATE AND LOCAL HEALTH AUTHORITIES. CONNECT TO EX. S5MH RECHANNEL MANHOLE 700 NEW LINE• SE E RAN „FOR-CONTINUATION - -- 4 $ DoMES1g1 _. . (oLTi5O'O /WATER MEIFR.: L T D0717 . 1 - 70"x4'.. E(MJxMJxMJ) THRUST.- B)_0CK .:: _ _ Leeson Pomeroy Northwest Royce A. Berg, A.I.A. 1201 - 4th Ave. S., #102 Seattle, Washington 98134 (205) 583 -8030 NO DESCRIPTION DATE 3. ALL LOCATIONS OF EXI5TING UTILITIES ARE APPROXIMATE AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CALL THE LOCATE SERVICE AND VERIFY THE EXACT LOCATION TO AVOID DAMAGE OR DISTURBANCE. 4, THE MINIMUM COVER FOR WATER MAINS AND SEWERS SHALL BE 3' AND SHALL 00 MAINTAINED AT ALL POINTS. 5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY PERMITS TO PERFORM WORK IN THE CITY AND STATE RIGHT -OF -WAY. ALL PAVEMENT PATCHING AND SHOULDER RESTORATION SHALL BE IN ACCORDANCE WITH CITY STANDARDS. 6. INSTALLATION OF WATER MNNS AND SERVICE LINES SHALL INCLUDE LOCATOR WIRE BURIED ALONG THE ENTIRE LENGTH OF THE PIPE. LOCATOR WIRE TO BE 14 00.10E OR LARGER AND SHALL BE STRIPPED AND CONNECTED TO A BOLTON EACH GATE VALVE, AND THE ABOVE GROUND HYDRANT FLANGE. LOCATOR WIRE TO BE RUN TO 12° ABOVE GROUND AT EACH METER, BLOW OFF, AND AIR VACUUM VALVE. ALL SPLICES IN THE LOCATOR WIRE SHALL BE MADE USING SPLIT BOLT CONNECTORS OR WITH A DOUBLE NUT CONNECTION AT A FITTING. 7. DISINFECT, FLUSH, AND HYDROSTATICALLY TEST ALL NEW WORK AS REQUIRED BY THE CITY. 8. FIRE SPRINKLER PIPING SUBJECT TO FINAL DESIGN BY FIRE PROTECTION ENGINEERS. 9. WATER MAIN SHALL BE DUCTILE IRON, CLASS 52. (4 °, 8', AND 10°) 10. WATER SERVICE PIPE SHALL BE IN ACCORDANCE WITH CITY STANDARDS. 11. SANITARY SEWER PIPE SHALL BE PVC, ASTM 03034 SDR 35. These plans have been reviewed by the Public 1 ^' ament for conformance with current C' s Acceptance Is subject to errors a - ranch do not authorize violatio,- ,l a "- tr. re, cards or ordinances. The respon0 :y f, ;. '.equacy et the design rests total) h ifn deeag`ner. Additions, deletions or revisit o 0 r drawings after this date will Voi- -.s ptaGoe and will require a resubml' �f re,,sed drawings for subsequent appro.. Foal acceptance Is subject to field insper.f .'' by 111.; Public Works utilities inr,_c titer ■ 0°w 96 -O/28 U7-e- I_ I IOE R.ELOC41.T-10^I I.S ILL. 6 E Dotve u Wee. spR'2,F}Te P4 8 M I I R 20 10 0 (G✓a>�r /ham 0 017 SCALE 1. '7.11' C /3 /P4�j RECEIVED APR 291996 PUOTLIC UKWILA WORKG WATER AND SANITARY SEWER PLAN 20' WATER AND SANITARY SEWER PLAN File: WATSEW JOB NO 95024 ® SHEET NO OF:I DATE 4/19/05 DRAWN: CUM CHECK: OEW C -5.0 Aar r 1 CAPPED CROSS 90' BEND THRUST BLOCK - TABLE MI. BEARING AREA AGAINST UNDISTURBED SOIL p SQUARE FEET S;E A(1/ ) 8(f )C(1 )D(fL )E(ft )X(ftF ) s4" 74 22' 3 4a" 4 4 4 1 1 4ONE 10 6 3 2 6 22 19 12 6 3 12 29 25 16 8 4 16 36 31 20 10 5 20 45 39 24 13 6 24 54 47 29 15 8 29 64 56 35 i" 9 SS 87 76 48 24 12 48 101 87 552 28 14 55 145 171 107 65 207 107 257 223 140 71 36 140 NOTES: TEE W /PLUG 1 ON 2100 P 1 PRESSURECAND SAFE SOIL BfARINGSLOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. PRESSURES AND SOILSCONDfRIONSTHER PIPE SIZES, 3. HAVE TMINIMUM OF 1/4 SQUARE FO03 0RR8eD AGAINST THE FITTING. 01 UK BLIND TEE W/O PLUG CROSS 4. BLOCK SHALL BEAR AGAINST F E R T L Y41A6 N U P O ISMANCOJN. PMI < 5. CONTRACTOR SHALLESTLLBLOCKING EQUAT 8D ' LiTIOT RRE 2A N AS RE 6. THRUST BLOCK 10 C599ID15RED 50 ACT AS AASPREA SPREAD Ell�Ct OHTBECERD �T ROM TSTG6EOa AL 7. BWEEN7E PIPE ANDRT9915 0995 09981500 SOILS DISTANCE 45' BEND 22 1/T BEND 11 1/4' BEND CONCRETE BLOCKING N.T.S. SIDE( ILL MATERIAL _. (SEE NOTE) LIMIT OE PIPE ZONE / BEDDING MATERIAL, - TYPE I. RIGID, , SEE GRADATION TABLE FOUNDATION -"" LEVEL ` -- ALTERNATE LAID -BACK TRENCH BEDDING FOR RIGID PIPE IN TRENCHES NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL.. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 955 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE, HAND TAMP ONLY. 4 MAKE SURFACE OF BEDDING LEVEL, OR SLOPE UP AWAY FROM PIPE. 5. TRENCH WIDTH(W) -PIPE I.D. PLUS 24" MAX. FOR PIPE 24" I.D. OR SMAI t FR. - -PIPE I.D. PLUS 36" MAX. FOR PIPE LARGER THAN 24" LD. -THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT THAT FOR CLASS A BEDDING, THE MIN. CONCRETE WIDTH SHALL BE 1 1/2 L4. + 18" 6. SIDEFILL MATERIAL SHALL CONFORM TO BACKF1LL EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOD \T OF PIPE DIAMETER SHALL NOT BE USED. DIMENSION CLASS A CLASS B 4" MIN 4" MIN, 27' & A 1/4 I.D. 12" MAX. UNDER 6" MIN, OVER 27" LD. B 1/4 O.D. 1/2 O.D. C 3/4 O.D. 1/2 D.D. SIEVE SIZE PASSING 3/4" 100 3/8" 95 -100 y200 0 -10 0 -3 SAND EQUIVALENT 35 MIN. BEDDING MATERIAL GRADATION TABLE SIEVE SIZE 7, PASSING 3° 100 1/4" 25. MIN. #40 40 MAX. #200 7 1/2 MAX. SAND EQUIVALENT 35 MIN. BACKFILL MATERIAL GRADATION TABLE PIPE BEDDING FOR SANITARY SEWERS N.T.S. • 3/4" SQUARES SPACED -3/4" TA AS INDICATED HT 1/8" I/8 RAISE - 1/2" WIDE BORDER " 1 R.- 1' 10" 8 3/4T 4' 7' 3/4" 8" • 15" CAST IRON RING AND COVER /7' PIPE MATERIAL AS SPECIFIED BY THE ENGINEER ,. -O. [G11 ISH GRADE PLUG 12' 019. FIBRE 30101 PACKING 45' (I/O) BE 8" DIA. - L 8" CLEAN -OUT N.T.S. - 4 -3/4" PLUG TO BE - SEALED IN SAME MANNER AS MAIN SEWER JOINTS FIRE DEPARTMENT CONNECTION SHALL BE CHROME PLATED INCLUDING THE STANDPIPE 18"917)(8° CONCRETE BLOCK -111=111-17=11 ° T -1!' 11 I THRUST BLOCK ///////------5 STOR2 CONNECTION i IDENTIFICATION PLATECAST BRASS W /1' HIGH LETTERS "AUTO SPRINKLER" GRADE 1-11F ill= PRECAST CONCRETE VAULT WITH LOCKING CAST IRON COVER, NO BASE. - FITTING, EPDXY- COATED TIE -R00 AND CLAMPS WRAPPED IN POLY- ETHYLENE SHEATH, REGARDLESS IF PIPE IS P.V.C. OR D.I. SWING -TYPE GRAVITY OPERATED CHECK VALVE SECTION HPE MATERIAL AND 7071945 AS PER SPECIFICATIONS -- 3/4" 0114AIGHT BALL 11911' VALVE NPT- TAPPED INTO INVERT OF PIPE - CONCRETE VALVE SUPPORT, 12' HIGH (MIN) 1/2' DRAIN ROCK. 12" MIN DEPTH FIRE DEPARTMENT SIAMESE CONNECTION N.T.S. 6-0015 CAUTION 9ALVE BOX S1I0UL0 NOT REST ON PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE 4" TO 10' MAINS REQUIRE 3' MIN. COVER. 12' AND LARGER MAINS REQUIRE 4' MIN. COVER Nu 5 tr car . ' a 0 0 .II1IERIAL LIST FOR 7 9ERVICE 1. 7 TAPPED TEE. 2. 3. Lk IN UNIMPROVED 9104) -OF -WAY INSTALL METER BOX AT PROPERTY LINE. 0 1 4 2 • 0 10' MIN. 14' 6498. LEAVE EXPOSED BY PASS NOT FOR IRRIGATION METERS. 3' MIN. COMER 2 - 90' BRASS OR BRONZE ELLS (F1PT • F1PT) 2 - BRASS OR BRONZE NIPPLES (2') 3 - BRASS OR BRONZE NIPPLES (1 -1/2') 6' LONG X 2' BRASS MPPLE (MIPT) 2" (IBBM) IOWA GATE VALVE (FULL OPENING 4. TWO PIECE CAST IRON VALVE BOX. OLY STANDARD 6' TOP SECTION WITH NEC 5. 2' X 1 1/2' HEX BRASS BUSHIN 2 EACH 1 1/2' BRASS OR 2 EADH 1 1/2' - 917 6. 2' MIPT X COMPRESSIO 7. 2' SOFT COPPER 8. 2' PACKED 201 TAPPING). FOUNDRY CO. DR EQUAL BASE SECTION, LENGTH TO FIT. (MIPT X FIPT) ONZE NIPPLES 0' LENGTH THREADED ENDS OR BRONZE ELBOWS(19PT X F1P1) NG, FORD C84 -66 OR EQUAL G TYPE "IC, LENGTH TO FR. ELL, FORD 144 -66 OR EQUAL. O N- CRUSHED 107k BASE TO SUPPORT VAULT. M411580I 1151 FOR 1 -172" 9FRVICF 1. 2' TAPPED TEE. 2. 6° LONG X 2" BRASS NIPPLE (MIPT) 3. 2' (1888) IOWA GATE VALVE (FULL OPENING FOR TAPPING) OR EQUAL. 4. TWO PIECE, CAST IRON VALVE BOX OLYMPIC FOUNDRY CO OR EQUAL. 51 8° 10P SEC110N WITH REGULAR 405L SECTION _LENGTH 10 FIT. 5. 2' X 1 1/2" HEX BRASS BUSHING (MIPT X FIPT) 2 EACH 1 1/2" BRASS OR BRONZE NAPLES -6" LENGTH 114READED ENDS 2 EACH 1 1/2" - 90' BRASS OR BRONZE ELBOWS(FIPT X FIPT) 6. 11/2" MIPT X COMPRESSION - FITTING, FORD C84-66 OR EQUAL. 7. 11/2' SOFT COPPER TUBING TYPE "K", LENGTH TO FIT. 8. 11/7" PACKED JOINT ELL, FORD 1_44 -66 OR EQUAL. 9. CUSIOMSEITER WITH BY -PASS, FORD V18 66 -120 X 13 3/16' OR EQUAL, )VITH VERTICAL INLET AND OUTLET. 10. RIGID METER SPREADER, SUPPLIED BY CITY OF TUKWILA WATER MAINTENANCE DIVISION, TO BE INSTALLED IN METER SETTER BY CONTRACTOR. 11. WATER METER SHAD. BE SUPPLIED BY THE CITY OF TUKWILA AND INSTALLED UPON REMOVAL OF THE TEMPORARY BLOW -OFF ASSEMBLY AND ACCEPTANCE OF PURITY AND PRESSURE TESTS. 12. 17' X 28° CONCRETE METER BOX WITH 3/8" STEEL DIAMOND -PLATE COVER, FOG -TIGHT METER SEAL CO. N0. 2T METER BOX OR EQUAL 13. 1 1/2" COUPUNG (COMPRESSION X FIPT) WITH PLUG (MIPT), FDRD C -14 -66 00 EQUAL THE FRO -PARTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADA AND EXTENSION OF THE WATER SERVICE. 9. CUSTOMSERER WITH BY -PASS, FORD VT1(77 -120 X 17 3/16" OR EQUAL. WITH VERTICAL INLET AND OUTLET. 10. RIGID METER SPREADER, SUPPLIED BY CITY OF TUKWILA WATER MAINTENANCE DIVISION, TO BE INSTALLED IN METER SETTER BY CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED BY THE CITY OE TUKWILA AND INSTALLED UPON REMOVAL OF THE TEMPORARY BLOW -OFF ASSEMBLY AND ACCEPTANCE OF PURITY AND PRESSURE TESTS. 12. 2' X 4' CONCRETE METER BOX WITH 3/8" STEEL 50,9060 -PLATE COVER. 13. 2" COUPLING (COMPRESSION X FIPT) WITH PLUG (MIPT) FQRD C -14 -77 OR EQUAL THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION AND EXTENSION OF THE WATER SERVICE. 1 -1/2" AND 2" WATER SERVICE DETAIL N.T.S. 'TO eF_ P-- IEf//SEED - RECEIVED APR 2 91996 TUKWILA PUBLIC WORKS 411RI" EXPIRES 72(24 /q>o-] i P WARNER ENGINEERING 1 5122 Olympic Dr. NW Suite 9204 Cig Harbor, WA 98335 Office (206) 858 -8577 Fax (206) 858 -8579 WATER AND SEWER DETAILS Ti z z Q v / ® \_ • z co W ▪ ® co • Q Z _J X F/ 7 W rO� 1 Architecture and Planning Leeson Pomeroy Northwest Royce A. Berg, A.I.A. 1201 - 4th Ave. S., #102 Seattle, Washington 98134 (206) 583 -8030 • NO DESCRIPTION DATE WATER AND SEWER DETAILS rI:WATUL■ JOB NO.: 95024 DATE: 4/92196 DRAWN: CMM CHECK DEW SHEET NO OF:Ib. C -511 t