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HomeMy WebLinkAboutPermit D99-0178 - Doubletree Inn - Porte Corche44141..* • so;wk,w,s.,a4"AArtvIA44-.11,.o.,....:VemdA4.4awS,A1,040,1#ZZIWa41.te,WOOMTS041,,XAAM911X7VIWUOltalESZIAllt, .....*W1,1f47; 1 nsito4mkrmtim0A mrtimmit4memimiti4mmemmatort, D99-0178 205 Strander Blvd. Doubletree Inn City of Tukwila c (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 537920 -0241 Address: 205 STRANDER BL Suite No: Location: Category: AHTL Type: DEVPERM Zoning: TUC Const Type: V -N Gas /Elec.: Units: 001 Setbacks: North: Water: TUKWILA Wetlands: .0 South: Sewer: Slopes: Permit No: Status: Issued: Expires: D99 -0178 ISSUED 07/21/1999 01/17/2000 Occupancy: HOTEL /MOTEL UBC: 1997 Fire Protection: .0 East: .0 West: .0 TUKWILA N Streams: Contractor License No: MERIT * *371N0 OCCUPANT DOUBLETREE INN Phone: 205 STRANDER BL, TUKWILA WA 98188 OWNER DOUBLETREE INN 205 STRANDER BLVD., TUKWILA WA 98188 CONTACT ANDERS RAMAN Phone: 425 - 481 -6601 12810 NE 178 ST, STE S -101, WOODINVILLE WA 98072 CONTRACTOR MERIT CO. Phone: 206 588 -9100 3020 SOUTH 96TH STREET, TACOMA, WA 98409 *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: STRUCTURAL UPGRADE TO EXISTING PORTE COCHERE. *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 5,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 188.06 *****************************************.********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature:_, %_. / � Date: 7 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 provision of any other state or local laws regulating construction or the performance of wo►{k. I am authorized to sign for and obtain this developme •ermjt Signature:k_ Print Name:_ Date: —7,12.1)-� This permit shall beconfe 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. CITY OF TUKWILA D99- :01.78 ' Status. .ISSUED; . Type • DEVPERM A.ppl 7 ed : •.05/20%,1999'. • Parcel ;# 537920=0241.` :Issued: 07/21/;1999. **A* A• *•k` *,* * *,kA'* * *'* *A•A•A•k ,1, A**k' * * *A *A,4•k.•A *A•k *. kit *:•k *.kA• *•k•kk**A*A *AAi,.A44.';‘4:4,* A4,k *'k i'.k Permit 'Conditions: 1.'. `No; changes will "be made to the p1 ans unless approved by the :. Engineer and the T1tk,wiia Building Div' si•ori 2 }. All permits, i,rtspect,�ort, �eeor,;dsty,.,arid ppprraaved • plans shall? b. e :. • ,aver l ab:l a at the job syit,e prior .t.o the start �i ►f 6ny con sstruct iron. These `d acumertts are to be` maintained ~ and av:a 7fl •1• • able until . final ..,,inspect onka,ppro:va1 is gi"antecl�, 3,. ;Electr•i.ca1 .tp431Jts t. Va. 1l{,,3be .nbtbi,i eds through the W6s11.1hgt ori State Divi rl,on of La,bai^ and Industries tri'd akll lelect`r'ic:alt t. � 4b.6-!1;:...1.6i' � N � t,� ) � .�,. f f. tj '0.1.0' tit. t � .. �) r : v 1work wi:11 peci,etd by,,ithat ag`enc(�+2418 6640..'. .tp'y ` ',• • 1.1 c�orr , i fact ,arn, ,itto bey:�d'one isn cpnformarice'',�w,ithlu approved plans and requirements o.f „they Uniform :. Bu i.l d i nag; Code (19 1'7 Edi'tion)1as:• zmended, UMIIKO' miMechcmical Cade (1997- r> <Edfitwion ),.; and, W s;hingt�on.`:S.tate: Ener.gy.�.•ode. (1.197 Edi'tio'n') ��° 5. VaTi i y oaf` Permit T:he` 7 sst ance of 4 p,er.m i t 'or approval pl,cr speclz)fic:at.ions, .and cp "mpu,tati:,ons shal l : >n0L tie c=on ,1- ,strt.ed.tb.:b, � ar'permit far^, or:`fan: approval of,' any viol `L iun'1+, of....eny :of. the .prrovisionsm',of the bu`1lyd :ing'•'code • ,.or `of,any:ti�,FY other :aid i stance :oif the ,�uri sd i i tri ort,. NNo perm,i t ` pi^es�tming t gtv;ejat,,tts,h:9,0ity totvi'altte or can °cei '4"'-'1'''' he ,pr.ovisions o`' thits cod47 ;1 h a l l �Ibe° Va.l id •• i )\:x : i� % .. b•. Not�i, '7y. Lhey..C1. y...of..:7,ukwi:.lcc B,u,i,ldinq�,D!iv1s1on.prior icy ..:...,,s p1 ac i ng any cozricrete.K 1This p�r,ocedur e i s i'nM1 add 1 t i.ot ; to any . f requirements for special-'inspect3..on � /4'. a. CITY OF TUVWILA Permit Center • 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Permit Number: Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. ProjecPoo ern 6 i 1 , 1 , / te, Value of Construction: A. Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ,Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Site Address: City State /Zip: 20 5 �'tzALJO6 z. prvvO v W I L.Aw I &, Tax Parcel Number: c ,1g�.o -01-4 I Will there be rack storage? ❑ yes Ri, no Property Owner: 6 Ter----6. 52.1.0 Area of Construction: (sq. ft.) / S-7 s Street Address: City State /Zip: 20 5 --TgAtc NPi%g , -✓l, ?7/KW/j A1 w4 086 Fax #: 0206) S'7 6.414 3 Contractor: Phone: Street Address: City State /Zip: Fax #: Architect. A-le I4 52 5l D / ' Street Address: City State /Zip: ,6 l ?& 5� mot twommr guAet�12 2O rj die/. 6, 37/ Engineer: ^ jj ^ Phone: /i • Street Address: City State /Zip: Fax #: ContetU�S g4' 7A /" et IA / to `0l . ' 460 / Street Address: City State /Zip: /1'61 6 i2B �( I 1.09,r)/ uvi WA Qbo72 Fax #: (4 20 481- 63-7 / Description of work to be done: �71P -u�-/? c49 fit; re, '*)u57 Pd127 Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing g Motel /Hotel ❑ Office ❑ School /College /University Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ,Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes no no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes Ri, no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) V A covi Building Square Feet: existing Area of Construction: (sq. ft.) / S-7 s Will there be storage of flammable /combustible hazardous material in the building? ❑ yes g no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension ❑ Water Meter /Exempt #: Size(s): 0 Deduct ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: ❑ Miscellaneous ❑ Flood Control Zone ❑ Hauling ❑ Landscape Irrigation 0 Private 0 Public 0 Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 5--'1-A0 if/ Date application expires: / / -zo `l Applicaflon taken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM CTPERM!T.DOC 1 /29/97 ALL COMMERCIAL/MULTI -FA Y TENANT IMPROVEMENT /ALT -ATION PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Complete Legal Description ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). El ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details El ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. El ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). El ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ER O AUTHORIZED AGENT: Signature: ^ �2 Phone:4� j-4 Date: s--(26 /Q, C .660 x lit 5- 48/ .6-5-?/ �t (C�i Print name N� %% 7.V Address i 2p, t7 e pr`r1p pp, Sr slot C y /State /Zi �„P�vt�iuc (�I4't" �U 7 2 CTI'LRMIT.LOC 1/29/97 4 4*.A44I- A* *•k *;A A k• kA••k kk h• k****'* A* * * *A *:*A * *k *A.“*A•h:l*A *A. ** *A **4 k; G:ITY OF TUKYlILA t TRANSMIT —� ` * 01 * k *. k * * •k.•k * A k 4 * t k A * .A1A, 07Avirle th1 •( :k. * :k A• k 4: * A• •.4• •k. "T.R(Th 3MIT Num ier `: R980O112 Ameunt: 115.75 07/21, q9. 13:53 P yment; Methoda.; CH CIC Notation: SOUHICEN'fER MOTO In ito RLH • • Permit No: :D99-•0178 Type: DCUPERM DE'VELOPt4HU PERMIT. Parcel ..No: ...537920 -0241 Site Address: 205 SfRANDER 13L Total Fees: 183.06 This Payment 115.75 Total ALL Pmts: 188.06 Balance: .00 #a * *A * */ *A,1A * *A * *•A••4 ** *A, 1111,1 *•A *4* *,1AA * * *4 A *4* * *A,1*alAh4*+ *k *:4* Account Code Description Amount 000 /322.100 BUILDING NONRES 131.25 000/386.904 STATE BUILDING SURCHARGE 4.50 • 5206 07/22 9717 TOTAL 115.75 ri• 6.I. :.l! .l :o .ri. ,� ..,�.;.g �� ✓. ,e.., 'o� ^. i.•. L�:: •.4.� -. :"'*:'�r`.',,, .(G .1 •"' 1 r' uii�.: 7 I�tC 4: . i �,e S.: �i N .i 5 i.. .i. s . ti ' .. *7kiktk�* *�k�klie*t Y� *9f �rk*If* 1r *. *.* *�Ir * * * * **, * * * * **�r�l- ..*4 rs4A * ** * * **44 **. TUKWILA, WA �IpJ r TRANSMIT , *,r, * * *lk;k *, cal, * *,t * *' * * * * *�I, * * * * * * **w* . *�tik* *: * * *. * * ** . *. * * * * * *. ** TRANAMIT .Numb'er R98000.69 Amounir 72.1..05/29/99-1309,' 3 'ayment Method. CHECK Notation 'TSE Init: BLF :Permit >,No 99-0178 Type: DEVPERM DEVELOPMENT PERMIT; Parcel No: 537920 .0241 ;, 7 i to Address: 205 STRAND L, Total Fees: 188.06 his Payment i .31 Total. ALL Pmts: 72.31' Balance: 1 15.75 *************************************** * * * * * * * * * * * * * * * * * * ** * * * *. Account Code `: Description Amount 000/345.830 ' . PLAN CHECK NONRES 72.31 Z5,56 05/24 9710 TOTAL 72.31 a INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 • INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431-3670 ritjw6.6 )10 Type • • • ectio : Addre; 0 ,Ivi j)44#/dbi Date ca :. • otorAf// / Special instructions: •■• - , Date wanted: tf4f/er.) "'a.m..) Requester: 6:te Phone: Approved per applicable codes. CO 1 MENTS: Inspector: ElCorrections required prior to approval. L -110i4A e WA' Date:.;/ $47.00 REINSPECTION FE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: • Date: ke' `t -w,'�, . c� . ,Kr.:�y�,�;:'a�7 d�4'�7 7a4''t �.� ti.+•.%h4Y e,�,+� vt �!j�i, '', r ,x 4rtr?'Lti:2.e -sr ii v.fVfi)sA%' iri '`ati, i itiirAr S"f 'fC J Pex-rrit 0_,D0rj.C�py PLAN REVIEW /ROUTfNG SLIP DATE: '5 -20 -99 ;DOUBLETREEiNN X'X Original.Plari'Submittal Response to`Incomplete.Letter' . Response to Correction' Letter # Revision ,# _ After'Permit Is Issued DEPARTMENTS: Building Division CZ AM/ 4 -Z- Public Works ix 9,1r, Fire Pre Prevention E Alec s sn Structural Planning Division CZ q-1.6 D Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5 -25-99 Complete J1 Incomplete Comments: Not Applicable n TUES /THURS ROUTING: Please Route No further Review Required n Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 -22 -99 Approved Approved with Conditions X Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved 1 1 Approved with Conditions Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: \PR- ROUTE.DOC 6/98 JUL.21.1999 2 :09PM MERIT COMPANY DOUBLE T R E I N N S O U 1 \ I T H C E N T E Q �.. PORTE COCHER .. U STRANDER BOULEVARD TUKWILA , WASHINGTON 98188 PROJECT SITE = TSE ARCHITECTURE ENGINEERING PLANNING 12rs N.E. N E `78 �. • Suite "r0' i� d d, :rw Ile, WA 98072 -8702 425 481-6601 •FAX: 481-637' `+* 4. , °• - r . : P E `" • . _ st : :� .. ail, - . .. r _ u ift s .s i� '-. .as¢s:� r - ""-'� , �w "*tMs3^'_ °'^"',.'S-.sr 'x -_.} - - ° . • .'.. : • l sA� i ,_ iMr�wi4a - w , _ �K7 _ _ _ - — ..— - { .. •- 7 1 ... IEv. � vY1t. ' '•- -` .. `!• _.: ■ �' - ; «_ _ - _ _ ; ::� .: ,� . si' I x f I f -- ' . }*,, • DOUBLE TREE INN N ,..' i VICINITY MAP , ,_ L. ! �'=- �— _ E - E ; i - ._ 6 j e 0 R r- 1WP U 0 t . `_ 4 rfh W g360 glW'3 9V39 06 an! Tww fasa,f,. 0=1 v -1 1 '6 h g J i f--.' • - 0 9 * ill. 4 t W v w°5 W 6 kaiak' 1 N , 411, lAx Q9$ §5g6.8'66E-A rq4 ° g e''' . 21- 66 . 13 p e,, s..i 1?y g . 020_ i i0 ' 4 .c./daggBP' 1,tA ,U ..■■•• mp......... ..... TUKWIiA i S+TH STREET`.Y `. • - - J : - t.ti - � 1 ( . l t II — ��- . rr c -s3 .rcz... - .,r, I, :as r II -� -- ,.. g el., _ ° Si iKt+ .1 . .J.�•.it + . _4i �� _ — _ .... 1a.- fie p -_ __ a 'w r . .Jr.,. tr e .. Y . s a - C - � � •�'i_;r� • � .,_ _..�. -- 14. t `c - _ PROJECT SITE � - .4....,1 � lam' 61 1 1�'� ' 4 F o, F i, 1 +� I I 1 ITT '� " �,�:�, - -- © - so CE p. SOUTHCENTER PROJECT vii I l ...... ..� .•.. If.. 01. fla,.m:... x . _ a Y ...... ---- .i- ... ova - -. . .. , - ' - - �. - - STRANGER BLVD. — ' 'EXPIRES 8 /20 /00 i PROJECT DESCRIPTION MAY 2O DOUBLE TREE INN , 1. STRUCTURAL UPGRADE TO EXISTING, HEAVY TIMBER/ WOOD FRAMED PORTE COCHERE STRUCTURE LOCATED 14 HOTEL ENTRY DRIVE FILE CO" 2. WORK INCLUDES: REMOVAL OF BOTTOM 36 CONCRETE -± OF WOOD COLUMNS & PLACEMENT OF CONCR PI BASE & FOUNDATIONS, ` et ADDITION OF LATERAL BRACING MEMBERS. CONNECTIONS AND PAINTING.. and e ^tcs ,ac:tr. err• }" " �, a.I 3. CONTRACTOR SHALL RETAIN CERTIFIED INSPECTION CO. TO PROVIDE RANDOM SAMPLING OE EXISTING WOOD COLUMN tR •` • � °" �'�' Jthat l' +�Gr,E2. •r" MOISTURE CONTENT ABOVE PROPOSED CONCRL - TE BASE ELEVATION. �:�`� , �,�F 4. THIS PERMIT DOES NOT INCLUDE MECHANICAL. PLUMBING /GAS AND ELECTRICAL. THESE SEPARATE PERMITS SHALL 1^" \ BE APPLIED FOR SEPARATELY BY CONTRACTORS. IF NEEDED. 81 5. ALL WORK SHALL COMPLY WITH U.B.C. 97. TUKWILA AMENDMENTS. CITY OF TUKWILA ZONING REGULATIONS & REQUIREMENTS. Oate m, rteC4 &VI >'�� S i;` f a ^;s�� Rio+ ":"1 t eI: _ } �utn'I I 9 --� ' '� ss''�� ' ' --��" 'C/ STRANDER BLVD. . Z \ N �- , `„--!�!" ER SOUTHCENTER PORTE COCHERE UPGRADE sheet title: TITLE SHEET AND PROJECT DESCRIPTION LEGEND PROJECT INFORMATION GENERAL NOTES �i ATE I9Ei�!�!f?Y - '.1aTi ..-n Fos: ' revisions: t�Y"J!PJt tC REPRESENTATIVE ARCHITECT /ENGINEER , :E HANTCAL 1. CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS. SPECIFICATIONS AND OWNER PROVIDED REQUIREMENTS. .„,-,.CAL - LL` . r I� 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO BID. DISCREPANCIES IN DIMENSIONS, DRAWINGS. GRAPHIC REPRESENTATION AND ACTUAL FIELD MEASUREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT OF L:ORK. 3. CONSTRUCTION SHALL BE BASED ON THE CITY APPROVED PLANS, OWNER COMMENTS, THE APPROVED PLANS ARE TO REMAIN ON SITE AT ALL TIMES FOR BY ALL INVOLVED TRADES AND INSPECTORS. 4. THE CERTIFIED INSPECTION COMPANY SHALL SAMPLE MOISTURE CONTENT READINGS OF WOOD POLES VS THE PROBE METHOD. A SYSTEMATIC RANDOM PROCESS, AT THE RECOMMENDATION OF THE INSPECTION COMPANY, SHALL BE USED. ALL READINGS ABOVE 18% AND VISIBLE DEFECTS. SPLITS. DECAY POCKETS SHALL ALSO BE DOCUMENTED. 5. THIS SET OF DRAWINGS SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER. THIS DOCUMENT IS CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. DOCUMENTS SHALL NOT BE SEPARATED FOR THE PURPOSES OF SUBMITTING A BID PROPOSAL. OR FOR SEPARATE PHASES OF CONSTRUCTION. 6. THESE DOCUMENTS ARE PREPARED FOR THE USE BY CONTRACTOR AND IN NO WAY, EITHER IN NHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION METHODS, MEANS OR TECHNIQUES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK INCLUDING, BUT NOT LIMITETI TO SEQUENCE & alPORARY SHORING OF ALL E•. STING STRUCTURES & VERIFICATION OF EXISTING UTILITIES & SERVI„ ES. 8. CONTRACTOR SHALL NOTIFY UTILITIES PRIOR TO COMMENCEMENT OF ALL WORK, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS, , SUBJECT TO CITY AND UTILITY INSPECTOR'S FINAL APPROVAL. ( ' �/1-- .. 9, CONTRACTOR SHALL CLEAN UP ALL PUBLIC RIGHT -OF -WAY AND PRIVATE DRIVEWAYS AFTER EACH WORK DAY. CONSTRUCTION VEHICLES SHALL ` NOT BLOCK PUBLIC TRAFFIC OR RESTAURANT /HOTEL ENTRIES AT ANY TIME. CONTRACTOR SHALL WORK ACCORDING TO CITY'S ALLOWED SCHEDULES ONLY. 10. COORDINATE OWNER REQUIREMENTS WITH OWNER'S REPRESENTATIVE. 1;To ....�. DOUBLE TREE 'GUEST SUITES & INN TSE ARCHITECTURE ENGINEERING PLANNING 19 SOUTAICENTER 12810 N.E. 178TH STREET, SUITE 101 1A5SO0 SOUTHCENTER PARKWAY W00DINVILLE. WASHINGTON. 98072 -8702 TUKWILA WASHINGTON, 98188 TEL (425) 481 -6601 FAX: (425) 481 -6371 TEL:; ;(206) 575 -8220 FAX: (206) 575 -4743 CONTACT: ANDERS RAMAN, PROJECT ARCHITECT CONTACT: BARRY R, CUNNINGHAM DIRECTOR O+` ENGINEERING TERRY L. POWELL, P.E IT DRESS OJERAL.L'SECTION V , f cry' : Tu .:A PERMIITCENTER DETAIL -`. - - 205 aTRANDER HLVD. TUKWILA, WASHINGTON, 98188 TAX -1. D. designer: AR 537920-0241 drawn: JKM checked: TLP /ARR DRAWING INDEX date: 5/10 /99 ©RA' INCS scale: NONE A-1 TITLE SHEET & PROJEC1 DISCI?IPTuON A -2 PLAN A =S ROOF PLAN A, ELEVATIONS ELEVATIONS A -5 DETAILS AND STRUCTURAL NO ',": A•(. P8•5iyI,47 Tile: 2200 —A1 - sheet ,: �i 1 Al M1 r• f '1 W �■ (TYP.) 24 "x36" CONC. FOUND. BELOW GRADE. (TYPICAL AT 4 LOCATIONS 15' -O" EXP. AGG. CONC. EXISTING —24"x36" 24 "x36" CONC. FOUND. Bt LOW GRACIE W W W W W -0' 4' -6" F.V. F.V. fl' , w V- W V W W W W w W W W W W W W W W W W W V' W W W W W W W W W W rd W W W W W W W W W W 4 v W W W W W W W W W W W W W V W W W W . W W W W W W W W W W . W W W W .Y .. W W I* W I >, w' .v W W W W W W r- 1 .I W .41 W W w W . W. .v W W W v W W W W W w W .✓ W W W W W W W we W 24 "x24" CONC. FOUND. * BELOW GRADE W W EXISTING PARKING TO REMAIN W W v W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W EXISTING PLANTING io TO REMAIN n w w W W W W W W .Y W ASPHALTIC CONCRETE DRIVE a K W \ W 31 - W W X� W W W W\ W �` T6SREt iNLANTING/ V' W W W W ,T W W W Ailh. W W W W W TIT' W W sv W W W PROPERTY LINE DOUBLE TREE INN E N T R Y PLAN SCALE1 /4 " =1' -0" W W W W W W W W W r • W W W b W W W W W W W •V W W ^V rr W W +✓ W W W W 4Y W •V W .V W . W •F W W W W W W W W W •Y W v W v • W W W W W W W Y • tY f 24 W W W V'. W •✓ .V "x ?4' CONC. FOUNDATIONS" W BELOW GRADE W- • W W W r [(TYPICAL AT 4 LOCATIONS) .. W W W : . W W 3 W W .EXISTING PLANTING TO REMAIN w v W W W W W W W V'r W W W W W W W W i W W Vr W W W W W W W W W W ROOF ABOVE E'CISTIIfG PLANTING TO REMAIN ASPHALTIC CONCRETE DRIVE LIMIT SAW CUT TERRAZZO BAND AT JOINT. REPLACE BAND TO MATCH EXISTING (TYPICAL AT 8 LOCATIONS). 17 ' -6" 4` -0" u II ARCH ITECTURE ENGINEERING PLA NNING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 1425)481 -6601 • FAX:481 -6371 MIRES B 120 /00 DOUBLE TREE INN SOUTHCENTER PORTE COCHERE sheet title: revisions: sheet #: att file: UPGRADE PLAN nv RICE!V =�3 ct4 c,- ,..,,,,L., PERMT CENTErR designer: ARR drawn: ERM checked: ARR /TLP date: 5/10/99 scale: 1/4"=1'-0" file: 2200 —A2 i NEW DIAGONAL BRACE SEE DETAIL 3/A -5 NEW DIAG. BRACE SEE DETAIL 1 /A -6 EXISTING 22 "0 TIMBER COLUMN TO BE MODIFIED PER DETAIL 1/A-5 (TYPICAL AT 4 LOCATIONS) z w ce op ro CD z co w W L ' HOTEL ENTRY EXISTING FRAMING AND COLUMN TO REMAIN EXISTING 8x16 T. F:EMAIN I EXISTING 8x16 TO REMAIN EXISTING 8x16 TO REMAIN r.-EXISTING 8x16 TO REMAIN I LIMITS OF UPPER ROOF SHOWN DASH (F.V.) NEW DIAGONAL BRACE SEE DETAIL 2/A -5 NEW DIAGONAL BRACE SEE 3/A -5 EXISTING 15 "0 TIMBER COLUMN TO BE MODIFIED PER DETAIL 1/A-6 (TYPICAL AT 4 LOCATIONS) LIMITS OF LOWER ROOF SHOWN DASH (F.V.) EXISTING 22 "0 TIMBER COLUMN TO BE MODIFIED PER DETAIL 1/A -6 (TYPICAL AT 4 LOCATIONS) ■M TSEI ARCHITECTURE I I PLANNING 12810 N.E. 178 ST. • Suite 101 Woodinville, WA 98072 -8702 025481 -6601 • FAX:481 -6371 project title: DOUBLE TREE INN SOUTHCENTER PORTE COCHERE RECs C�ofn C 3 PERMIT CENTER designer: ARR drawn: ERM checked: ARR /TLP date: 5/10/99 scale: 1/4 " =1' -0" file: 2200 —A3 att file: sheet #: A 3 UPPER EMT. ROOF TO REMAIN EXISTING 8X18 EXIETii G 8X'16 t EW 6x 10 BRACES EXIST. a �' LRC ROOF BE 'OMD TO REMAIN AIN EXISTING $3X12 EXISTING 8X12 22 "Af COI.UTANNODIFY) 15" ft CO UVIiAh(I ODIF`?I) xISir 6x18 EXISTING ex 16 NEW 6x10 BRACES NEW 8x12 22 COLUMN T1rllinn I 11 I 11 3 1 11 (•) A '\SECTION 30' -0" EXISTING UPPER ROOF TO REMAIN F.V. A -4 SCALE 1/4 " =1 -0" (OPP.) o . I�13 T 7' -6" HOTEL ENTRY 1 5 5' -0" F.V. I F.V. UPPER EXIST. ROOF TO REMAIN EXISTING 8X18 EXISTING 8X16 NEW 6x10 BRACES NEW 8X12 22"0 COLUMN(MODIFY) EXISTING LOWER ROOF TO REMAIN 1 1tIR11•111•11• Ilfll •ItI1M1tI1111I1•111111111111111111111111►S11111111I11111I11MlS1 1 1 1 1 1 1 . EXISTING 3x6 _ _'- _ _ »•I; �I Im1I insmimIsmlmi ..il•l II.I EXISTING 8x1 EXISTING 8x12 is 0 1. 6 - 0 / NC. CONC. BASE STRUCTURAL NOBS, GENERAL: ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE UNIFORM BUILDING CODE AND STANDARDS, 1997 EDITION (UBC '97), AS AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: o.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED. b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WTTH THE WORK. C.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS. II.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW. DESIGN CRITERIA: SNOW LOAD 25 psf WIND VELOCIT.' 80 mph / Exp B SEISMIC ZONE 3 FOUNDATIONS: FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATIVE SOIL WITH AN ASSUMED DESIGN BEARING CAPACITY OF 2000 psf. EXCAVATIONS ARE TO BE TO THE DEPTHS SHOWN ON THE F ANS AND ARE TO BE FREE OF STANDING WATER. OVER EXCAVATIONS ARE TO BE BACKFILLED WITH LEAN CONCRETE (f'c =2000 psi) OR COMPACTED FILL IN ACCORDANCE WITH RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. STRUCTURAL CONCRETE: ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH UBC '97, UBC '97 STANDARDS AND ACI -301. MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 2500 psi. REINFORCING STEEL IS TO BE GRADE 40 DEFORMED BARS PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER Ui3C '97 AND ACI -318. STRUCTURAL SAWN LUMBER: ALL LUMBER IS TO BE WESTER CEDAR APP. GRADE NON - TREATED ALL LUMBER IS TO BE GRADED IN ACCORDANCE WITH "WWPA GRADING RULES FOR WESTERN LUMBER', LAlt,l EDITION- METAL CONNECTORS FOR WOOD: BOLTS TO HAVE WASHERS AT ALL WOOD SURFACES BENEATH NUTS. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER. NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTfTY, SIZE, LENGTH AND TYPE AS SPECIFIED. ALL THREADED RODS, WASHERS. AND NUTS TO BE A 588 ATMOSPHERIC CORROSION RESISTANT. ALL FABRICATED CONNECTOR PLATES TO BE SHOP PRIMED & PAINTED WITH "TNEMEC" EPDXY, OR APPVD. EQ. COLOR TO BE SELECTED BY OWNER. STRUCTURAL STEEL: STRUCTURAL STEEL IS TO CONFORM TO THE FOLLOWING: SHAPES AND PLATES A36, PIPES A53 GRADE B OR A501_ FABRICATION AND ERECTION IS TO BE IN ACCORDANCE WITH AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS' JUNE 1,1989 ALL STEEL ASSEMBLIES ARE TO RECEIVE AS A MINIMUM ONE COAT OF SHOP APPLIED PRIMER. ALL WELDING IS TO BE SHOP PERFORMED BY WABO CERTIFIED WELDERS AND IN ACCORDANCE WITH THE LATEST EDITION OF AWS D1.1 "STRUCTURAL WELDING CODE'. STRUCTURAL STEEL SHOP WILDING IS TO HAVE SPECIAL INSPECTION IN ACCORDANCE WITH UBC '97. UNLESS PERFORMED IN AN APPROVED FABRICATOR'S SHOP PER UBC '97, SECTION 1701.7. NONDESTRUCTIVE TESTING OF WELDS IN ACCORDANCE WITH UBC '97, SECTION 1703. IS REQUIRED. WELDING ELECTRODES ARE TO BE E70 STRENGTH. 8' -0" SECTION SCALE 1 /4 " =1' -0" (OPP.) Dqq 1 TSE 11 ARCHITECTURE ENGINEERING PLANNING 12810 N.E. 178 SL £Suite 101 Woodiiwille. WA 98072 -8702 (425) 481 -6601 A FAX: 481 -6371 project title: DOUBLE TREE INN SOUTHCENTER PORTE COCHERE UPGRADE sheet title: SECTIONS AND STRUCTURAL NOTES revisions: sheet #: att file: CITY OF TUKWILA gERAgraF.AM7, designer: ARR drawn: ERM checked: ARR date: 5/10/99 scale: 1/4"=1 '-0" file: 2200 -A4 � 111: ACES CLEAR SEALANT STEEL BEAM CONNECTS ` PER T3ETAILVA,"5 E NM I THREADED ROO » — N1JT AND 'WAHFR EX15TIING 808 BEAM i EXIIS1r. 846 6 B€A NC 6X110 WD. BRACES NOTCH EXIST. CCiJ.+UNN TO EMBED NEW BRACES NEW 11' THREADED N i r AND %ASHER (EENTERi ED IN POST) NEW 8x1121IF NOT EXIST. (SEE DETAILS 1/A -5 AND 2/A-5) 3' -7" -5 BRACE DETAIL SCALE 1 " = =1 , —0 " 5' -1" BRACE DETAIL. SCALE 1•' =1 -0" NEW 1" THREADED ROD, NUT AND WASHER EXISTING 8X18 BEAM EXISTING 8X16 BEAM NEW 1" THREADED ROD, NUT AND WASHER NOTCH EXIST. COLUMN AS NECESSARY TO EMBED NEW BRACES EXISTING 8X12 BEAM NEW 1" THREADED ROD, NUT AND WASHER EXISTING 22 "0 COLUMN EW (2) 6X10 WD. BRACES NOTCH BRACES TO EMBED THREADED ROD & NUT EXIST. 22 "0 TIMBER COLUMN iii 1.11 J 9ii: .II EXIST. 8x16 BEAM D. NEW 6X10 W BRACES t'__r MINN CLEAR SEALANT aPa 4 101W © STEEL BEAM CONNECTOR PER DETAIL 4/A -5 3 -7" / 3 1/2" 7 " 3` -3" BRACE DETAIL SCALE "1'' =1' -0" 3 1/2" / NOTE 1 ALL STEEL PLATE ARE 1/4" THICK 2 *a HOLES ARE 1 -1 /1 6" DIAMETER 1/4" STEEL CONNECTOR DETAIL SCALE 1 " =1' —O" EXIST. 8x18 BEAM NEW 1" THREADED ROD, NUT AND WASHER NOTCH EXISTING COLUMN AS NECESSARY TO EMBED NEW BRACES. NOTCH BRACES TO EMBED THREADED ROD & NUT NEW 8x12 NEW 1" THREADED ROD, NUT AND WASHER (CENTERED IN POST) EXISTING 22 "0 TIMBER COLUMN 1/4" go, -01 u TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E 178 Si. • Suite 10 Woodinville, WA 98072 -8702 (4257481 -6601 • FAX: 481-6371 Y 201999 107mm AIO, project title: DOUBLE TREE INN SOUTHCENTER PORTE COCHERE sheet title: revisions: UPGRADE DETAILS CITY O,RJK Vi!A PEMM designer: AM drawn: ERM checked: ARR /TLP date: 5/10/99 scale: AS NOTED file: 2200 -A5 sheet EXIST IND COLUMN SEE S/A-A FOR VIZI:OF1CATION STEEL CDLLIMI PER DETAIL 71" THRSICED ROD AtilD 1),IUT COND. PEDESTAL wa''' 7.11a At 22 cUN S 21 DIA101.0 1S" MUMS !SEE DETAIL VA-6 FOR .=sitozyFeatoein. 1-1/2- STEEL Pips • mit12* WALL TtolICKNESS IIIIIIIIIPM111=1111111■ COLUMN CONNECTION DETAIL —6 SCALE —6 scm.E EXIST. TIMBER COLUMN COLUMN BRACKET NOTCH COLUMN AT BRACKET LEGS \--- CONC. BASE BELOW STEEL COLUMN BASE PER DETAIL 5/A-6 to z z -3 00 00 2 a s in CI '- 0 0 ? - e) Csi 0 co 5 1a "- 0 00 0 7: -3 in >- CO 1 1/2" CLEAR COLUMN DETAIL SCALE 1 "= 1 '-O" COLUMN BRACKET SCALE 1 1 /2"=1 '-o" SEE 5/A-6 FOR COLUMN BASE (8) #4(LENGTH VARIES PER PEDESTAL HEIGH1) CONC. PEDESTAL CONC. FOOTING FIELD VERIFY EXISTING FOOTING LOCATION: PRE DRILL HOLES IN EXIST. CONC. PAD W/ 3/4" DIA. 12" DEEP. USE "SET" HIGH STRENGTH EPDXY ADHESIVE TO ANCHOR THREADED ROD CONNECTORS IN EXIST. CONC. (8) #5X18 THREADED ROD EMBED 12 IN CONC. PAD EXIST CONC. FOOTING (FIELD VERIFY) CONC. PEDESTAL (8) #5 x 18" THREADED ROD #3 TIE @ 6" 0.0. 1/8 f : 4 ': * -1/- A—A 1 1/4 STEEL PIPE w/0.2" WALL THICKNESS COLUMN BASE SCALE 1 1 /2"= 1 '-O" NOTES: 1 ALL STEEL PLATES ARE 1/4" THICK 2 ALL HOLES ARE 1-1/16" DIAMETER 3 UPPER DIMENSIONS ARE FOR 22" COLUMNS LOWER DIMENSIONS ARE FOR 15 UULUMNS 1 /8 V B—B 1/40 STEEL PIPE w/0.2" WALL THICKNESS ci -177.TSE ARCHITECTURE ENGINEERING PLANNING 12810 N.E we Si. • Suite 101 Woodinville, WA 98072-8702 (425) 481-6601 a FAX: 481-6371 I I ri999 project title: DOUBLE TREE INN SOUTHCENTER PORTE COCHERE UPGRADE sheet title: evtsions: DETAILS RECO crrY cn.roKTIcA. designer: AM drawn: ERM checked: ARR/TLP date: 5/10/99 scale: AS NOTED file: 2200-A6 sheet #: -