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HomeMy WebLinkAboutPermit 5562 - Southcentert Mall - McDonald's - Remote StorageCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 - X549 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. /Remote Storage PERMIT # Control # 89 -022 153) I:1 ou cen er 'a etas Jacobs Uisconsi Jacobs 25425 Center Ridge Road Cleveland, Ohio Lloyd Powell #LLUYUPA1b1J/ uite Tenant 'clona a s 'emo e orage Assessors Account # 262304 - 9023 -03 Phone # 216- 871 -4800 Zip 44145 Phone # 828 -4444 ar e ree , W Zip 98033 / I�., DATE: 3 3 Tr an FOR BUILDING PERMIT ONLY Approved for issuance S Ft. Sq. • 1157-FT. Office Storage/ Warehouse 300 . Retail Other Occ. .3-a Load _ 2nd Fl. 3rd Fl. Total Fire Protection: EE Sprinklers [] Detectors Zoning e,-10 Type of Construction Fees sq. ft. @ 1st Fl. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $18,000 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Bldg. Other Other TOTAL Receipt klielL Receipt unlais- Receipt # Receipt #,S,04 Receipt # Receipt # $ 189.00 $ 123.00 $ $ 3.50 $ $ 315.50 Special Conditions FOR SIGN PERMIT ONLY ['Permanent ❑ Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted ['Free Standing Li Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONtU FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS ANU ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE qq .ANNCCEE TH PR' 1 IONS Of ANY OTHER TAT OR LOCAL L/! R 1LATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 9� tir.r�L. ;/ Date g"_�Jr��'" LICENSED CONTRACTORS DECLARATION I hereby affirm that I any icensed and r provisions of the Business and Profts ions ode, and llcen a is in • _` full force and effect. • r / / r Date $ Contractor (signature) �... OWNER- BUILDER DECLARATION ( ) I. as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ( I I, as owner of the property, em exclusively contracting with licensed contractor's to construct the project. Datt Owner (signature) 1.11, 'F �,�n eu+tdinq 0lvlslon +' 6200 Southcentdr Boulevard BUI r NG PERMIT APPLIC_k 'QN Tukwila, Washington 96166 , yid Control N c ri - Q 2. 4206) -433 -1849 �' ` oov 111 Site Address • 6)95' TCrin014449r ilicr Suite# Floor# Project Name /Tenant rnG Utib -i di 'f2(WcaAC Valuation of Constru tion 1S'000 Assessors Account# 0 - U3_ Property Owner V V v „To co b5 V I x Dn ,• Taco Loa Phone (7.1(0) SI1- Address C X p - .�.�,vl �CY1l4 also Zip 4414c; ,C Applicant k'r1(� 61V) kJvii-Fary c 'ASSOCdc ''$ Phone (1)44.4C.00 rl-� �� �. VR 1-, Z i Address .�Q , ��`i�t ��� V�.�F vu vii, P oP Architect /Engineer. 1'-011 - O(r c %att. -( J PhhoneC�O(U) (o 14 4 J ) Address t,& I%2 1 K6 `:f;t1 Ctl't VQ 'r 1)31r zip � G � ?"1`)/Ph Contractor • �. • 1 Li ense. �l�u�11orS5 one 6211-4144- Address 131 mat ' - ` ') I�ly�'� LLt -9?- '1- p 5 c ;r3 Class of Work: ❑ New [] Addition 01 Tenant Improvement II ❑ Demolition ❑ Interior Demolition • Other Remodel (residential) ❑ Reroof Describe work to be done - 41,6144:1 „- .-- .��!.. = ,�..__ ` _�;,•c•� v��.fa•• ” . r '''" ''I ""' x l• �c ''E. it (,La• (,S cif' `i h cIe .1 CcD44A1AAL ' Sk'Dirdn' S. p 1_e `' CQ9(1 e 1Lk 94ype of Const. (UBC) # Occ. Group (UBC) "Q.. 64Y23 Square footage of entire g Square footage of tenant space • Na Building Use L°CJ� t t X11 Will there be a change of use? ❑ Yes pgjo If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? ❑ Yes IA No If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY OWNER'S AUTHORIZATION T DO THI WORK. Applicant /Authorized Agent (signature) Date ,2 --(4 -- Er _ (print name �� •� Contact Person (please print) OA kM-- /VN.1 -.•' Phone (PA!1-43 -35—D "") OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ / g9. 0,) Receipt# X3vc Date Paid 3-(y- y5 Plan Check Fee (000/345.830) ' %.73 co Receipt# Date Paid . 6r', :i Bldg Code Sur Charge (000/386.904) ).50 Receipt, Date Paid 3 -(y- - Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL • ,,; p (OWES: $ /qi a•5 -4= ) ....a/c SQUARE FOOTAGE /BUILDING USE INFORMATION Square F..t•.- if E ir- 8 •in•• ' FLOOR USE Occ T •: S .FT t 0 S SE 0 T •- Si FT. i A ' T •: S OCC sie $ 'L S FT. • ' OCC. TOTAL TRACKING • DEPT. DATE IN DATE OUT COMMENTS BLDG ✓ 1(plq Approved for Issuance Type of Const. To Mahan: Date Approved :3.2 - R Approved (Initials) s) Per letter dated ;L-;!-7-85% -FIRE Z_22 -o1 Fire Protection: j�S rinklers E Detectors Qn`53 PLNG Approved (Initials) []BAR ❑LAND USE /SEPA CONDITIONS Zoning Setbacks: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD Approved (Initials) - Per letter /plans dated 1 CITY OF TUKWILA Dept. of Community Development - Building Division Phone: (206) 431 -3670 INSPECTICM RECORD v 6300 Southcenter Boulevard — #10! Tukwila Washington 98181 PROJECT: /,e, /21, "7-ed /s ,, t ,/,,..,„., PERMIT NO. , 57 c& SITE ADDRESS: /l7 I► _ s.�71'4, a...., %-eez .t DATE CALLED: TYPE OF INSPECTION: , '7-7-, e._ 4 •.m. DATE WANTED: 2 .__; '3.._....G -/ e,m, SPECIAL INSTRUCTIONS: REQUESTER: PHONE NO.: INSPECTION RESULTS/COMMENTS: ,fi r ._IIP INSPECTOR: , DATE: 7i-/ "c --Gj/ 4011M5164146. �-.k. — ...srxauo r .wwvr.,.r u... d... ryrn......+........,...,V.w...w. CITY OF TUKWILA Builds Oepertment 6300 ?center Boulevard Tukwil r'WA 98188 (206) 431 -3670 19 re a.u..wv.- :w»,a... sex. �r., uw. saeo. w.+«..... u�k,. sawxwa..>.. xcw. u +,un.rimnrro.�verw >,w;nn,a�.nav asr. . Type of Inspection //1,0 Site Address /±7 gt c Requestor Special Instructioins INSPECT .ON RECORD PERMIT # 67c-6Z_ Date ?:- Date Wanted /010- y� Project /(�.4 ,.74,/„/S Phone # P.m. Inspection Results /Comments: AA.'.,_ %e6 /mac /�•�� /mss inspector i/ a Date CITY OF TUKWILA Building Division Boulevard (206) 433 -1849 INSPECT tN RECORD PERMIT # a. Date Type of Inspection 75>Pedd /5JWoa, —( - Date Wanted 7—?..-- a.m. p.m, Site Address As Qge) `55.,��fL, «�.� M',f/ Project Me_ Requestor Phone # Special Instructions Inspection Results/Comments: LS /44.4. c s� w�.� y�F- s+ ., If ! � Inspector A2.� �� 1'L-, Date CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT ,N RECORD PERMIT # 2.. Date T /j //87 Type of Inspection 7i19 /1%tieY /4 4,"- ,/9/i,� Date Wanted / 5/?, a.m. p.m Site Address //)(.70 4/ / /94L Project Requestor Phone # 570.01)/15.4:: Special Instructions Inspection Results /Comments: /%911 /4 5'r.,445- //rte /%Y/e /://#111/ Inspector Date g.4477 CITY OF TUKLILA Central Permit System ' ontrol No. S">' Permit No. 55-0 FINAL APPROVAL FORM TO: ❑ Building ❑ Planning ❑ Public Works 0 Fire Dept. ❑ Police ❑ Parks/ Recreation Project Name Address `J ' nom'' %l.!'.�.:J�T� t ///-7/4": Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: • Authorized Signature Date This project is approved by this department: Author Zed Signature 5/7 f2 Date' CPS Form 3 R� 1111° ° a 1111°PaTIT 81 Amcnise, Architects Planners Newport Corporate Center 3625 132nd Ave. S.E. Suite 100 Bellevue, WA 98006 -1399 (206) 644 -4000 (206) 643 -4115 FAX TO 2 4 tip LAS IQSo tiJ C t-N o F- TwkwfL# 6-00 SbuTIFCEAJTF,2_ g u2) Tu Kwrc.4r LOA 9 Re/ S-sf WE ARE SENDING YOU Attached ❑ Under separate cover via ❑ Shop drawings ❑ Copy of letter tunrirft2 ©IF TQaaS11012TraL DATE ((-6*-70 DATE JOB NO. q0 -3 q• NE: /'c- AdA)Aebs — -S'oa TKce-W TEAL DESCRIPTION t(t- G. - 7, i A Fe. OD ' Pc AN - a. ,S Ai A i c-- Prints ❑ Plans ❑ Samples the following items: ❑ Specifications ❑ Change order ❑ COPIES DATE NO. DESCRIPTION t(t- G. - 7, i A Fe. OD ' Pc AN - 49 prr•a i�,. cs•, . r 0 THESE ARE TRANSMITTED as checked below: For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS ale S 4700-414 ea— IAL s29nhl.U, �s e i rJ ��► .1'p %2 �S C y .� COPY TO E° kV At g P Me A,JACP S SIGNED: Qe.elL Mc0onalds Southcenter Mall Remote Storage CN# 89 -022 THE FOLLOWING COMMENTS APPLY TO AND BECOME PART OF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER -5-.50. 1. No changes will be made to plans unless approved by Architect and Tukwila Building Department. 2. Plumbing permit to be obtained through King County Health Department and plumbing will be inspected by that agency (including all gas piping). . Electrical work to be inspected by State Electrical Inspectors and all required electrical permits obtained through that agency. 4. All mechanical work to be under separate permit. 5. All permits to be posted at job site prior to start of any construction. 6. When Special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Department of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submittted to the Building Department in a timely manner. Reports shall contain address and permit number of the project being inspected. 7. All structural welding to be done by W.A.B.O. certified welder and special inspected. (Sec. 306, UBC) 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code. (1985 Edition), Uniform Mechanical Code (1985 Edition), Washington State Energy Code (1986.. Edition), and Washington State Regulations for Barrier Free Facility (1986 Edition). . The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit, or an approval for, or an approval of, any violation of any of the provisions of The Uniform Code or of any other ordinance of this juridiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be invalid. U.B.C. Sec. 303 (c). City -of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Fire Department Review Control Number 89 -022 Gary L. VanDusen, Mayor February 27, 1989 Re: McDonalds Remote Storage - 1080 Southcenter Mall Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. * ** FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA, 10 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, 10 B:C) dry chemical type. Travel distance to any fire 'extinguisher must be 75' or less. (NFPA 10, 3 -1.1) (UFC 10.301b) 2. * ** EXITS * ** - UFC Article 12 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) Exit hardware and marking must meet the requirements of Uniform Fire Code Sections 12.104 & 12.114. EXIT signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. Signs shall be of a contrasting color with the surrounding area and shall have letters not less than six inches high with a minimum letter width of 3/4". (UFC 12.114a & 12.1140 * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10— NFPA 13 ;1908 Cit of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number 2 All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141) (NFPA 13, 1 -9.1) (UFC 10.307) Maintain sprinkler protection in all enclosed areas including the walk -in cooler, walk -in freezer and the area under the mezzanine: Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.307) * ** ELECTRICAL * ** UFC Article 85 - NFPA 70 - NEC Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 10 -22) (UFC 10.104) All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) (UFC 10.104) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. (UGC 10.104) 5. * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) All interior wall covering materials shall be fire - resistive or shall be treated to, be fire- resistive, so as to result in a flame - spread rating as required by UFC Appendix VI -C tables 42A and 428. A certificate of the flame spread rating is ;19o9 Citfof Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575-4404 Gary L. VanDusen, Mayor Page number required to be delivered to the Tukwila Fire Department. .(UBC 4204) (UFC 10.'4401) All wall'and ceiling materials constructed of wood, shall be fire.retardant treated: (UFC 10.401). -.1ry order, to provide you with the fastest polioe and fire protection under emergency oonditions, please post'your. suite, room or apartment number in a oonapicuous place near the main'entry door. Numbers shall contrast. with. their.background..(UFC 10.206): Your truly, Th'e Tukwila. Fire Prevention Bureau oc; T.F.D. file nod 2Z. F13 8c1 ORDINANCE COMPLIA (. CHECKLIST Ici ab 01t3►G .; Sheet I OF Project: MG ov\cMc, -- Q61MCAG 36COte C-44)c-IOpw►r5tAr File 469-022 0 I. • O. L 1. OCCUPANCY GROUP: j-.1/C, "g -Z AC,C Ff.DQc.,` Lase e, 2. TYPE OF CONSTRUCTION: N/G UI -1,4 ) 6 PRtNKcFec- 3. LOCATION ON PROPERTY: r4/(. 4. BLDG.HT./ NO of STORIES: N/c1 5. FLOOR AREA: "DO t7 1 (Dr6. OCCUPANT LOAD: DETAILED REQUIREMENTS: • er-O;Cupancy pe of ConstructionLLL C €E 12Er' e-;11OE OTED ON RNs Exiting D.K. Engineering Regs. & Reqmts. Oompliance w/ W.S.E.C. O.K. 61-;R�ciE L0401 C -DE-s1G N - 6Qt■/T-, PARE <, Realy C5 ,— (--a % LL fa5r- Uilo lCG NAG t ✓ 3gEQD li2g109-To F UAL compliance w/ Chapter 51 -10 W.A.C. iyA NOTES: THIS .-9 o Mf;Mru.) neevitm. a 4 e)N11 'art() LO tA-14 1a;-•_v_eir i" /rietti re•••••••••••■••••,..0•3•111.111 ttor THE BON NORDSTROM •'t Y 1.361.,4r SiksitAts4 I ;'•l►'� •y; '31 �4 .vim J -. ..,K,. i i = b - •-• 4C • . 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M -. ru t'glet i l aeti asm acs, Y • ES,1 aen am eme Iaaa • •.1 • FREDERICK NELSON KEY PLAN N 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 4 1 I i 1 1 I i askirai ins um eery ow W eta BPS eNe BNe am mu Rat surf lira 109i aka on MR IWII so Ewa 4 KM Mk MIR Sf9✓fs WIRITIREI .. ® 1 Aft AREA 14 90' 1 A 9 a is ltM - - .tee lc� laa nale NMI eliw aeaf, -_ �m MM. copal !PUS a� 1 , • I, ! +t� IZ )Jd • 1 A F000 COl»RT 9en'np Jr0a '.I'i t.:;• %I rr 60 .,; i • Ir �. trITP•41•' • : Car 11 :141 • t MCDONALD'S KITCHEN EC 36 1■ !� aels 9941 MI5 MN MP NOB Mal Ofat MI NM KM NIB lafg 111191 ate WS eat ems! a® Mil 8911 tole OMB MIN a® Nw saa slNlt 1111a iilL1 ,S WIN Ns NM ME s» Its EN1 ARCED KEY PLAN � � I Q C d I 1 1 1 I 1 1 I B v a 1 1 I 1 1 I 1 1 1 1 I Q 1 1 A 1 1 CITY of It /MA U% APPROVED .� VA as 1'189' U l r I DiMIS! ARCHITECTURAL GE RAL NOTES A 1 NEW FLOOR PLAN & FINISH SCHEDULE A2 STOREFRONT ELEVATION & INTERIOR ELEVATIONS A3 SECTION & DETAILS A4 SECTION & DETAILS A5 INTERIOR ELEVATIONS & DETAILS A6 DUCT ENCLOSURE DETAILS A7 DUCT ENCLOSURE DETAILS AS REFLECTED CEILING PLAN A9 REMOTE STORAGE PLAN & DETAILS Si S2 S3 STRUCTURAL FOUNDATION PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS MECHANICAL M 1 GENERAL NOTES M2 SCHEDULES & DETAILS M3 HVAC ROOF PLAN M4 HVAC FLOOR PLAN M5 SECTIONS M6 MANIFOLD EXHAUST WIRING DIAGRAM M7 EXHAUST DUCT PLAN & CALCULATIONS ELECTRICAL 1. ALL WORE JRDINAN( ` 2. VERIFY ON 3. CONTACC.,.• PIPING, LOCATION TRADES. I: I. P ri , , BACK_ NE 4. C-ONi ' ' F.... • EQUI r Ml.:• 5. NO`i' 1) DIMEN ,. 6. E E P E, _. COMPf 1• :' Ld COMPLY WITH APPLICABLE CODES AND :?ADES, DIMENSIONS AND EXISTING CONDITIONS :HALL CONSULT PLANS OF ALL TRADES FOR t;: UITS, EQUIPMENT AND SHALL VERIFY SIZE AND I OPENINGS THRU SLABS AND WALLS WITH OTHER ( :;'s RACTO SHALL PROVIDE ACCESS DOORS , 55 ANC: -TORS , INSERTS , UGH BUCKS AND SURFACE MOUNTED ITEMS. • `TALL VERIFY AI..L ROUGH -IN DIMENSIONS FOR '.2NISHED BY HIMSELF OR BY OTHERS. IONS TAKE PRE.CEDENCE OVER SCALE:) ATURES ARE DRAWN ONLY ONCE AND SHALL E - :ov.tDED AS IF DRAWN IN FULL. 7 WOOD •?:• MEMBERS ARE DETAILED 1/2", ETC. R. .'-0. C C N'1' 1 C T' ENSURE T I ME 12. 13. l-. E1 GENERAL NOTES & SCHEDULES 2 POWER PLAN E3 LIGHTING PLAN E4 REMOTE STORAGE /POWER LIGiHTING PLAN E5 SECURITY SMOKE DETECTOR DETAILS E6 ELECTRICAL ONE -LINE DIAGRAM E7 PANEL SCHEDULE PLUMBING P 1 PLUMBING NOTES. LEGEND & SCHEDULE P2 BELOW FLOOR PLUMBING PLAN P3 ABOVE FLOOR PLUMBING PLAN P4 PLUMBING DIAGRAMS & DETAILS 15. 1-1/2" NET BY ., ez D ?( t rl1TC T:?- - FOP ALL :mot :c:? ✓.Trnc .... ECUTiON OF ;LL WORK. L BE COMPLETED IN ZCCOIDANCc WITH T' TIiE LATEST RECOMMENDATIONS OP WRITTEN • CONFLICTS EXIT CONTACT THE ENGINEER FOR CLARIFICATIONS. AT,L, TARE ALL NECESSARY PRECAUTIONS TO FETY OF THE OCC(JPANM -; AND WORKERS AT ALL iT SHALL. . _ :Hi. R .SPOT! SI...' iT'Y OF THE CONTRACTOR TO LOCATE ALA <ISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND T(' .;OT ECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR :,L EXPENSE OF REPAIR OP REPLACEMENT OF UTILITIES t', OTHER PROPERTY DAMAGED OPERATIONS IN CONa. =-7 T2'I i:I:_... _.iE EXECUTION OF THIS WORK. CAULK, TAPE ETD SEAL ALL INTERIOR AND EXTERIOR WALLS, INCLUDING IF AIICAL AND ELECTRICAL PENETRATIONS, AS DETAILED AND .S REQUIRED TO PROVIDE A SOUNDPROOF, WATERPROOF Et 'LOSURE . ALL DEBRIS SI ,LL BE REMOVEi) FROM THE PREMISES AND ALL AREAS SHALT, I . LEFT IN A CLEAN (BROOM) CONDITION AT ALL T IMES. �ir.•IrS1?. O/: e-%f-INNot.o ,A-t119 4 E AVOID ANY IN ;:FEE <: NCF WITH SLEEVES, STUBS, AND FLOOR OPENINGS WHEN PLACING STEEL. IF CONFLICT OCCURS NOTIFY MCDONALD'S CC STRUCTION ENGINEER. 16. SEE KITCHEN .&:;H -IN PLATE EDF. C `: :......, 0 ; TUBS AND SLEEVES. 17. NOTIFY AL I. 1..,:, -)FS AND i•!CDONA_.D' S CONSTRUCTION ENGINEER BEFORE PC']RU:• : 1. 18. ALL SLE_:T.': T tUT_i FOUNDATION WALL AND SLAB TO BE SEALED WATEP .. :IT. 19. EXACT COCA_I•:)N C: SLEEVES FOR iNCOMINC SERVICES TO BE DETERMINED S L 'E CONDITIONS. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON THIS PROJECT, TEE ::ONiT.A.CTOR SHALL CEASE ALL WORK RELATED TO THE HAZARDOUS ;- IATLPIAL S AND IMMEDIATELY NOTIFY THE OWNER IN WRITING c' THE CIRCUMSTANCES. 21 . THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL PERFORM WORK THAT DYES NOT INTERFERE WITH NORMAL OPERATING BUSINESS :OURS OF THE STORE. WORK THAT WILL REQUIRE IN . : -PU •TIO ?<S OF OPERATIONS SHALL BE PERFORMED DURING NON -is; SINES, -LOURS AND ALL ANTICIPATED OVERTIME REQUIRED SHALL BE IWLUDED IN THE BASE BID. 22. THE CONTRACTOR SHALL 3E RESPONSIBLE FOR ANY AND ALL SHORING, BR.::INC , OR OTHER. TEMPORARY STRUCTURAL SUPPORTS AS ' S: BE REQUIRED AND SHALL BEAR THE COSTS OF ANY ENGINEERING THAT MAY BE REQUIRED. STRUCTURAL NOTES . DESIGN LOADS: ELEVATED STORAGE = 50 PSF MAX. FREEZER/COOLER 75 PSF SERVICE WT. FLOOR - LIVE LOAD = 75 PSF EARTHQUAKE DESIGN PER UBC •- 1985 ZONE 3, Z =0.75, I•=1.0 STRUCTURAL STEEL: ASTM A36 fy = 36,000 PSI. fs = 22,000 PSI BOLTS - ASTM A307, EMBED ANCHOR BOLTS 7" MTN . TUBES: ASTM A500, GRADE B, fy = 46.000 PSi:. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. SAWN LUMBER: JOISTS AND MISC. LUMBER: DOUGLAS FIR, LARCH =1 - fb= 1500 PSI 4X POSTS: DOUGLAS FIR, ,LARCH 52 - fb -1250 PSI ALL SAWN LUMBER, GL BEAMS, AND PLYWOOD USED ON THIS PROJECT SHALL BE FIRE-RETARDENT TREATED . CONTRACTOR SHALL ALLOCATE SUFFICIENT LEAD TIME TO 1 ?aSr1RE AVAILABILITY OF ALL MATERIALS. iF ANY MATERIALS CANNOT BE MADE AVAILABLE, CONTACT ENGINEER IMMEDIATELY. ALL WOOD TN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. ALL WOOD IN CONTACT WiTH CONCRETE SHALL BE PRESSURE TREATED. ALL NAILS CALLED OUT ON DRAWINGS ARE ' COMMON WIRE NAILS, UNLESS OTHERWISE NOTED. NAILING NOT CALLED OUT ON DRAWINGS SHALL CONFORM TO Ui'-T, TABLE 25-Q. FRAMING HARDWARE CALLED FOR ON PLANE IS BY SIMPSON "STRONG-TIE", OR APPROVED EQUAL. J lu 4. PLYWOOD FLOOR SHEATHING: SHEATHING SHALL UE 3/4" :T' & G, 48/24, CDX PL:`IWOOI) W /lOd NAILS @ 6" 0.C. AT SUPPORTED ENDS AND EDGES AND 10:3 NAILS @ 12" O.C. AT INTERMEDIATE SUPPORTS. 5. COLD - FORMED STEEL FRAMING : ALL COLD - FORMED JOISTS, STUDS AND ACCESSORIES SHALL BE GALVANIZED (G60) . 16 GAUGE AND HEAVIER SHALL. CONFORM TO ASTM A446, GRADE D, FY MIN. ;_ 50 KST. 18 GAUGE AND LIGHTER SHALL CONFORM TO ASTM A446, GRADE A, FY MIN. =- 33 KSL . MEMBERS CALLED FOR ON PLANS ARE BY INRYCO /MILCOR. EQUIVALENT PRODUCTS BY OTHER MANUFACTURE...- MAY BE SUBSTITUTED. PROVIDE BRIDGING IN ACCORDANCE WITH MANUFACTURER'; RECOMMENDATION AND DTL 7/`2. ALL COLD FORMED STEEL FRAMING SHALL CONFORM TO THE NISI "SPECIFICATION FOR THE DESIGN OP COLD-FORMED STEEL STRUCTURAL STEEL ". 6. GLUED LAMINATED MEMBERS: GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S. PRODUCT STANDARD PS 56 -73, FOR STRUCTURAL GLUED LAMINATED TIMBER. ALL MEMBERS SHALL BE FABRICATED OF INDUSTRIAL GRADE DOUGLAS FIR -LARCH IN ACCORDANCE WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) SPECIFICATIONS, USING WATER RESISTANT GLUE THROUGHOUT. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT PRIOR TO FABRICATION. BEAMS SHALL BE 24 F - -V -3, Fi3 = 2400, E=1.7 7. THESE PLANS AND NOTES APPLY TO THE CURRENT PROJECT ONLY. ONLY PORTIONS OF THE EXISTING BUILDING WHICH ARE AFFECTED BY THE NEW CONSTRUCTION HAVE BEEN REVIEWED AS PAPm OF THIS PROJECT. CONSULTANTS STRUCTURAL MECHANICAL ELECTRICAL_ SMITH & HUSTON 1932 1ST AVE # 901 SEATTLE, WA 98101 NATIONAL AIL; SYSTEMS 1 842 FLOWER ST GLENaDALE, CA 91201 MCKINNEY & ASSOCIATES 9401 112TH AVE N.E. KIRKLAND, WA 98033 PLUMBING SPRINKLER KITCHEN .i',e.�a7Ya..:a!niit!`as7riai#"� t •)ii'''i y t _ 6TEk�y.'�t1t NEIR & ASSOCIATES 1 9745 S.E. 8TH ST REDMOND, WA 98053 ANDERSON - MAGRUDER CO., INC. P.O. BOX 30759 SEATTLE, WA 98103 MCDONALD'S CORPORATION MCDONALD'S PLAZA OMK BROOK, ILLINOIS 60521 S P 1 SPRINKLER KITCHEN K 1 KITCHEN FLOOR PLAN K2 KITCHEN EQUIPMENT PLAN K2A REMOTE STORAGE LAYOUT & ROUGH -IN PLAN K3 KITCHEN ROUGH -IN PLAN K4 REFRIGERATION SCHEMATIC & DETAILS K 5 FIXTURE LEGEND K6 FIXTURE LEGEND K7 FIXTURE LEGEND ADDITIONAL INFORMAT IQN CITY AP PROJECT ADDRESS SOUTHCENTER MALL 633 SOUTHCENTER TUKW #LA[, WASHINGTON PROJECT OWNER F TUKWiLA ROVED 198 r�'1 >t=• .04 D I `i McDONALD'S RESTAURANT 10220 NuEE POINTS DRIVE KIRKL,AND. : ;; ` ° ," . N 98033 A.TTEN,, C TTA- I FC- TTA -2FC TTM -1 FC -TTM- 4F PY I understand that the PI r) C : c k ap,,rry Is are Subject to errors r.Ci or :.:s'.icns Can {d rOVE.I cf plans doea I-):t : :1: i:-,] , :: : : :�,. LJopt'c : cG:.! o: ,. . ,.... . of •ate} .' CCi11rt;.,Gr ::, copy of t ;-_ . _. ;':.:.;,.-.1 _ .. .: °, .. .: !. Permit No ▪ 616B 711INSPITIMZSORapIC2114. � 1 `i ICI I Iii I I�1 I Iii I III I ICI I III�1I1 I III I III I II Lr 111 i 11{ I 111 I 111 I 1�1 I 111 I 111 I ICI I ICI I ill I 111 I i11 I ICI I 111 I 111 I 111 I ICI I {1i I 111 I 111 I {1I`1 11 I 111 I1 �I Ii �1 I �I �I �{ Ii �I I1 11111 1111 jI i1 1111 111I11iI l 10 11 MOEINGERMANY 12 0 id T "s INCH 1 2 S 4 5 6 7 8 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 08 6Z ee LL 9Z 9Z '17Z CZ ZZ 4Z O 61 8l Lt 94 St In Ct 'c.t It 01• 6 B L 9 9 +' E Z 4 ww O U O z LI= 0 URI Z wVa fiii i]E: M Q 0oJ �r9�C M CO c0 t- THE !-A [)iAININGS AS INSTRUMENTS OF SERVICE ARE THE PROPER ,:)r RUHL -PARRS ASSOCIATES INC, (t 1.1989 RuhisParr & Associates .\ rl rltlec 1. Planner', Serv•,P C■rpprat.on 1h2; I32rt;t •AtiF SE Suite 1O(i ;i,•i!I�w• A.A. 9800r••iS99 206, 644.4000 DRAWING TITLE TITLE 1 LE SHEET DRAWING NO TS S 351 PRINT DATE FEB 13 19897 c 1 -2 I Fs `c:-UR- tC)F. F A L- !'°J i1AND.%L c p I iliC:1\r A, A DATE DESCRIPTION PROJECT MANAGER -' t•.7'i-•- ARCHITECT/ ENGINEER C.\` DRAWN BY fr"-NIVI DATE CHECKED BY DATE / ,' 1.1989 RuhisParr & Associates .\ rl rltlec 1. Planner', Serv•,P C■rpprat.on 1h2; I32rt;t •AtiF SE Suite 1O(i ;i,•i!I�w• A.A. 9800r••iS99 206, 644.4000 DRAWING TITLE TITLE 1 LE SHEET DRAWING NO TS S 351 PRINT DATE FEB 13 19897 "VN L i✓i1:' ..)( . Lir:T tT: a � - -\t/�t j. :.r' I: Imo, / E E'f_- i%` -sIT ' )N1' -71 F,`� 1\ I l , f�'( -mss• Ilf�.. �e.'S 1��,.�,,, 1"-sI.-t-L.) l G.�.r �.J: lT 1(�. i.� L T1At t IHF -C1 I N ' ; L _. t I1. I L 1171 C i Y 14 1 -: ,,:..� �. IF fli•iY N Nrg 1∎44}C . Pi • \I 1 1 9 61,rricr" 121 .- 11\ttw E _ 1; I V 11-__ Ly, JM 2 . 1= - S1,4 4I E' C (ff 4-1 T ( L :1 ;) C- fir',. : ' ' ' `' f i, � r 1,4 n NCT1 !9NN ? rN r-- ,L_Pcff',s tbi.G' WiiviiN CarMA ST. INS cy ' I LAS LAM ITi��a 5C) & /CR FT 1 ciMPM II • ,---11 i o Int -co foot, , to antouss 1,C?r'i^ 01 _E: NNO IN 4� - .. _ -'r Yom' -` : • �r a: �,.,; �... _ � � CO � , ..I' .4/.4.4 � . �.. x 1 IX I x tai H -rd +2,g-- -iA AT AI-!2 bail- ,x VIAL- F RUIN; DF' CSI' 8 Oh CMU 14.1ALL, X f 1. I I I i I I U�'NC r--X; 1 C%l J L..I !•,1111 SECTION : l /,2 E :1 1(7)11 f II ii 1 -Cl tJG�f� (, 't I - /J-1) • •!�'' A\fr.wo Iry GT'G :. • : c • . A=1 • ;.-o 'VI/ ••• '7 0` /4'y 11.11 -. NN /"G s !% `VA NEW STEEL LINTEL DETAIL 1 1 I I gx,;''x %1 / - 2" 61\44 V'i1..I I►J(- t'-`I ki \LI_ "10 1--6)1' ,•6..Ffi)Vt SLAB) AT 0KTH :A�j"' k,ti!I.) 6 WELt`� �� �� ";Q -T1TE ____... --- 1 11 L ~�♦..j `I 1� LINTEL DETAIL - (2.) `ti ,GAL .311- 11Ctlt ... s ,•�.4"f.'� f'./, s�rx.: �2' tt .4�u'?4'zl+,+�Y- v..s?:n£ii;�+1 Z�Yr9 -: •�Xot:- 'rn!'.tir c a.. aeMr >.; 7.c�:v.:. _ . _ �s�, ,-. �.3;: ... , .. f:1v19/E 1 4.1(-)N i�XI�.. 14+`:4,1 CtvI(,- AI''L.L, -1- ' P'Li -ow =r) NEW jNPiCATFI.•% • r T !;',F.i l�1 f� Ps tyr. L1 I !" .i TL) Rt., Mk ki C?� G ik; i ✓ iE iU�� � tie.' ✓ ui . ayO,- 44A ViM;1� `r! Aikr;A In ii Ii ! 15r is is lb' "P,5c,A146% 3V5, v.(;, I,'e I4219", ZAr- p) f-. 211 M� ` 1 C v ,A;04 E- 443 -nkzi 11-ICr �E �,::`> E u ` `'.4.4.4.4 !...r ITV ` I NOTES: - 5 /&-P /via -7 Ti- 'F Nc::. 1 L-'1-Hi j i fl-CL (4- LaiKr164,4.:, \\X magatz!z1 \hlie, wri • i f''=1\ -1 N FREEZER /COOLER NOTES 1. LEVEL FREEZER AREA ONLY. REMAINDIER OF STORAGE AREA SHALL NOT BE LEVELED. 2. LEVEL •ING MATERIALS SHALL BE j6' v5- Z "i,L,' WITH 50 LB, /FT.'S WET DENSITY AND 300 -400 LB /INLSTRENG'1H. CONTRACTOR MAY SUBMIT DATA ON SIMILAR PRODUCTS TO THE MCDONALD'S CONSTRUCTION REPRESENTATIVE FOR CONSIDERATION AS AN ALTERNATIVE. 3 MINIMUM DEPTH OF FILL SHALL BE IN ACCORDANCE WITH `i }i:. MANUFACTURER'S RECOMMENDATION (1 1/2" FOR ELASTIZELI,) . FILL THICKNESS SHALL. BE AS SHALLOW A :: POSSIBLE TO ACHIEVE A LEVEL FLOOR. MAXIWJM DEPTH OF -FILL SHALL BE 6 ". 4. '-'::=: LEVELING MATERIAL SHALL BE FULLY CONFINED ON Ai-_ 4 SIDES. A SLOPE-CUT FORM SHALL BE USED AND V:'ACHED TO THE FLOOR WITH KWIK BOLTS OR SIMILAR M`' SODS. CONTRACTOR SHALL COORDINATE +I '.EPTABIL•I,Y WITH ACCESS REQUIREMENTS TO THE F1 = :E'ZER; COOLER. 5. Dr: TO THE DENSITY REQUIREMENTS, THIS FiLL MATERIAL IS NOT AS DURABLE AS NORMAL CONCRETE. CAPE S:i! ;ULD BE USED DURING THE CONSTRUCTION OF THE • - ::EZER CUOi.4r.R TO INSURE THE SUITABILITY OF THE • . •)Or SURFACE. _ c,,a; - E. AQL) i✓`><TE >J G APIA :r•f,o6E4- F :ELK .,..t -Jr/ P-)U' ions cr O c� 0 o 0 J fain tx �Item astli Z w0< ZiMania Usel O J twos :Dc'iY O CO =4 (f) (.0 law" THESE DRAWINGS AS INSTRUMENTS Of' SERVICE ARE THE PROPERTY OF RUHL. -PARR & ASSOCIATES, INC (C) PLAT' 5 REMOTE STORAGE PLAN INSERT A 2" PVC SLEEVE •iR FREEZER CONDENSATE LINE. SEE SHEET K4 FOP EIGHT ABOVE FINISHED FLOOR AND DETAIL. 2. INSERT A 3" PVC SLEEVE FOR REFRIG. /ELECTRICAL LINES AT 1 + -2" ABOVE FINISHED FLOOR. SEE DETAILS ON SHE I44• Ho f oR NvT 1'• 1 4 ' o A n AM "44.4'4..r, 4. j .4S>rnn45?"" sa-+ not .oLrx•+o+ i!iexi.44.rw:. :4.444 - t!.*- .-r, >n - .) -.".:. , x44 .r...... ..... 144.4 .- +sc•r 4444.44+44.. /lca V / f iAT r bx2 X� SE . PLATE DETAIL i CITY OF TUhiVil , APPROVED raid 4 4111 r�n ILIN A •!111~ \ \f v��i iJ 2Ac. :;ESC r- _LJh�S>V4X""'�g Fmk; L.Y~ S LC.V \ L•.i. -� .4.4.4.4_.. '21-89 2 II8`-.) al 1..i rr 4444.44111014144•2114 414411.1, ___j r 1_. DETAIL nab ! milt -t>CT W/ 411 MiN. ,'vl (--rrF' ?•, • �! 1.4.4.4.. .. �� �...y ( LADDER DETAIL L1I I)-r 1- TW/ 411*-4-E- `iD lP•VpaZ DATE DESCRIPTION -- /1'- LADDER DETA ;._ PROJECT MANAGER CHECKED BY '2) 11"711 1]Jl,.11G , 1 -r-,�� � 1' Nye J WI-N .1 s TL 1622 HL 'G$ON • ' `4.41:.4 ` {� : I (I\ ; F..MI-vi(-,,t 11.. if) i (AAA` 41 6 lr ; \,_ ,. +Y„ - iii: ,i �. {t�- IrTef.: (''` ^v'i=- RaihlE am 81 Associates • \r(hiterts Planners A protesilnn:tt Service Co-ooration F.)25 112n;i Ave. S. Suite 100 Bolievue WA 9800b-1399 !20hi 644 - 4000 DRAWING NO Ga DETAIL r ��li 13 .4•. 11 .',o, r .:..C1 �... f.., . S e tr +f .•.. �E ? ;i'� ._.! _ .'Z `4'. .r?9' ySJ., ,'+' -. µ, 1'l'I'111111111111111111 ;11'111111111111`1[ ij. r11I11111i1111. 11111I1 11J111111Ii111111111J1111I1t 1�11111j1111111111111 111111f1 111 11L. I I _I I i J l i l i 0 IB THS INCH 1 2 3 4 5 6 7 8 : NOTE: If the microfilmed document is Tess clear than this '� notice, it is due to the quality of the original document. 0c 6z eG Lz sz GE 47Z CZ zz tz Qz 61 91 a St st 47471. et zi It 01, 6 11 a L 9 s 1+, e z l• W,• 0 111111111111111111111111 111111111,1111. 1l11!lllIIl111111111111II 111111 !111IIII1111116I1111111 1111 I 1111!I!Ilil!!111 111111? 111! 11 I! 111 ii11!l11111I11l1111111 ! 11 iI!lilil f liIII! 1111J 11 1I IM 1!11/111!1f 1111111111!I'IIi111 1111! 1111 I 1 LII 1111111111111111111111111111111111111 ... .. I .1I 111 111 I(I 111 1111111 I1If I1!'�.1I111II.T . 1111111111 9 10 11 WDEFNOERMAXY 12 JOB NUMBER 88 35 1 PRINT DATE FEB 1 3 1989 a. cc W u 0 w l° L..:Lx;Zx3 /1C,c, 6 EACH - -- -- BRACE 6' -O ±O.C. VERIFY Cot -G" O.C. TYP. --- Ex OWS J 4 INSULATION. 1 /,Z't (t) BOLT w / \,/ASHER€ PER 4-/A3 - TS 3•.Z 3/IC0 @ 6'10.C. MAX 8 V3 "MIN \ N N N N \ \ \ \ N \ NOTE : PLACE T'S TUBES N 8 PANEL POINTS OF EXtS -r: NG OW3J C 40° 18 EACH TUBE LOCATION C---4x 18 STEEL STUDS @ Z4 "O. C. N N \ N \ N N SECTI ON SCALE : 3/4-= 1' -0'r If"- -- BRIDGING PER DETAIL 7 P NE=1(?) J- -.3x8x 18 GA. PLATE EA. / SIDE @.Z4 - "O.C. ( w /) #8 SCREWS EA. I E C4xI8 SECTION A-A SCALE : 3"-P-0" - ri rr ■ -- Ar =-- C- m,wr-rwR' Cw�iR - w- - uc JI _ EXIST OwS U PROOF DECK z..z ;Z, 3 /IC, �'' /A" 8 1.2 rr..w- rl= "="8"1- w `i-warizi-i/,i== .4 * 3 /z" BOLT 4 WA HER PER DTL. 4-/A .5 TS 3x.2,�c 3/I (Q SECTION Cc SCALE :11A"-11-0" N N C-4--x18 --- STEEL STUD (4) # 8 . CREw9 5/8" GYPSUM BOARD OVER O\' x5/8 &'YPSUMUD BOARD SECT)ON SCALE :3"-11-0" 1111:11112E: wO 19111 wawa erg ter• r / 12 GAG E Y CONT. w�2) /#8 5 EW2 TO 12. GA-*E FLAT .\ PLATE. W." c K1./1 K- BOLT z4tt 0.G. MAX. (3) PER WALL EACH E .� Ws D TYP N. )<ISTING ROOF DECK NH NM r r rr�war ..r-rrY,w ww. r.� MNt�aW�. ■... 12 GAGE 't CONT.. w/(3)8 SCREW IV O.C. TO EXIST. .2. GAGE 5 1 E: EL ROCS DECKING !.rcDPOF OF,' EMISSING VA LL ONLY. SECTION -5/8' GYPSUM :s/A L L 50ARD -121/z" MN. EM FCDMENT 13 SCALE :11/2."-It-0" LOCATION OF WATER HEATER_ 11/2! GYPSUM BOARD OVER FIRE - RETARDENT TREATED 3 /4 "PLYwrl OVER C4x18 STEEL STUDS OVER I/2 " GYPSUM BOARD. #$ T K SCREWS a Co" O G TYP. ALL MEMBERS. ELEV " A.F F N-- -ENDS OF STEEL STUps MAY SE COPED FOR FLU APPLICATION . SECTION -SCALE : I1/2" -I'-00 u PL ELEVATE WATER HEATER LOCATION. 18 OVERHEAD OVERHEAD M ENU- I3OAR D PERNECT Co Altk C-1-x18 es" If /L4 OF HIGHER CEI FRAMING e„ WAT R HEATER LOC. C • C -4x18 TIE STUD ay% w /(4) * *SCREWS @ \ENDS TYP. 4#-8 SCte.EWsa €I.2"O.C. BTWiJ, L Cox l8 PARTIAL FRAMING PLAN SCALE' I /4n`II_Ou HeDONALDe TO FURNISH IN5IPE WALL FINISH TO EXIST WALLS (51'/atRW}'P AT STUDS (2) #3 SCR w EA. STUD SECTION SCALE: 3 " -'1' -O'I C -4.xl8 COPED FORR ANGLE MAY T P FIELD R JOIST 7C. L 4.x 4a. rat-" TYP ,STEEL OPEN 1JI- APPRO) . cd -Q" O.C. SECTION E IIDCE CLIP CONTINUOUS CI-IANi EL POSITIONED THROUGH s ruD PUNCH -OUTS (.00 C -4x18 TYP. BRIDGING DETAIL SCALE: 3 " =I' -O' 2 d- O? • )(%S1 Ih (s OWSJ ALONE Cp,_O" CC♦ L E3RACIr5 FIELD WELDED TO 4x4xV/4. MAG -(v FRAME 5ELOW4 TO TS3x2x .9/i SUPPORTING- MEMBER, PER SECT 12 2Ve 36" x C ti' /1 s x BRACES TYP(4'1..00. a /8y A3O7 TH12kAUED RODS w/ VAS1;Et2SINUTS 1 LOCK 1.tuTS EA. END. (4) LOCATIONS. TYP K 2 ve.< jC-G FLATFORM PLAN SCALE : C,4 -4 -o1 I ELEV. 12`- O' /2 "A.F.F TYP. NOTE: PLACE BRIDGING -. PER SECTION 7 4b„481fu-FA.FF I/4. "4 KWIK - BOLTS @ 3I Ou O.C. MAX. (MII`1. (Z) F'ER WALL) NOT : `i /634 - "x I t /4• LOW VELOCiTY POWER ACTUATED FASTENERS It- Co"O.C.(M IN. 3)PER WALLI MA`( BE USEEJN LIEU OF KWI K- BOLTS. /'-- C- .4xI3TIE SILO w/ #8 6CREW.S @12."0.C. MAX. TO TD-1-OR TD -(o. SEE .PARTIAL PLAN 18 FOR LOCA T I=ON. SECTION SCALE : 11/4'I4_0" NOTE : GPOR 'V STEEL STUDS AS SHOWN ON PLAN. C -4x18 OR C-Cox)8 0 24" O.C. TYP D-4n18 OR TD -CoxjB TOP SOT. w /(Z) *8 SCREWS EA. STUD. FINISHED FLOOR ELE.V.� oLo'rASSuMEt 2." MIN. BOLT EMBEDMENT B2ACI IJG ABOVE TS 3x?•4c 3 /16o NOT SIioW1.1) PER SECTION 9.(2) LOC.@ MAC-(z FAME L 4x4x I /4.5TEE FRAME FOle. MAC -Co UNIT - E31?AC.E BEYOND SECTION SCALE: 3/4.4 -11-00 5 /8"Q') A307 TREADED RODS w/ WASHI RS,NUTS4'LOCK NUTS TOP 4 SO-C FOR. 1t,-!FORIr1ArION NOT GIVE SEE SEC1101•1 8 IF BRACING" INTERFERE'. WITH MECHANICAL UNIT NOTIFY ENGINES FOR MODIFICATIONS. ELEV.= 12' -O' /z" TYP. FOR INFORMATION NOT GIVEN SEE SECTIOIJ II I, SECTION SCALE 11/2''= I'-O" 11 G -4x18 TIE STUD SEE PLAN FOR LOC. 5Hae FABRICATED 18 GA. r----113/4. GA LVANIZED TOP 4 SOT. w /(2) #8 SCREWS `tO C -4xI0/ TD -4x18 STUD ASSEMBLY. FINISH FLOOR ELEV °0'- -0vASSUMED (4) #8 SCREWS TYR ALL ENDS OF TIE STUDS. C4x18 COPE FLANGE AS REQUIRED IIIIIII1I111I111III II111I11111111111I111111h► 111 1 1IL11IIIIIIIIIII111III1IIIIIII 1111111111111111111111 11111 1 11111111111111111111111111111111 J 6 7 8 f g NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 181HS INCH 1 3 4 e� 0€ 6Z 8e LZ 92 SZ hZ EZ ZZ tz 0? 6L el LI 91 5t +t I ` 1. ! 1III�IIII�lllil�llll�llll�ilill�I ,lll)Ilf II) 11111 f1���!1111,111111,��II,IIII!I li , ►1�II11 !1111111I !M III11!!! 1111JI!�1lIllillllllllllll!!!II IIIII Et Zt tjt O1, 1111111,11!111111111111111111 111111,1111011 s , ;11,111116111H • ti tr'i.; d 1{11111IIIIIIIIIIIIl11I IIIIlIi11111'IIIlI`.r 10 11 MADE IN GERMANY 12 : 9 CI t v'm 0 11111 1 1111111111111 1f 11111111 111111111111I11111111111111111011111 :1111 (2)*s SCI2EW43 @, EA. LS EL METAL. STUDS (I) LAYER FINISH SURFACE BY OTHERS FOR INFORMATION NOT GIVEN SEE 'SECTION 20 (3)TD- 4n18x31_O4 (I)4F85CREW3 PLACED BTWN. EA. SIDE v' LOCATIONS KING ?.�-" O,C. %A" • CONT. TD -4-2%18 iv %zl CONT C -4x18 12." O.C. TYP. N.T.S. SECTION SCALE 11/2" 0" (I)LAYER 5/8" GYPSUM BOARD BY McDONALDS• GYPSUM BOARD SHALL BE COT THROUGH RETURN WALL CONNECTIQI�:S. NEW C -47.18 OR C ^Cox18 STEEL STUDS @ 24110.C. TYP w/ L /,Z" GYPSUM BOARD EACH SID. fry: .Q... Y (z) #8 SCREWS TYPICAL. C-�4 -x18 STEEL STUD BLOCKING' @ CS - Co,4' -0,8 -o 4 I I -(o A.F.F. ATTACH TO EXISTING STUDS w/ (2) #8 SCREWS EACH SIDE. SECT ICN SCALD : II /z,i� I'�Ort T :IESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF RUHL -PAPS 8 ASSOCIATES, INC. =,•t. =r I. ("Amu L.00;. c Catl't'j. MAY PE--- VERIFIED BYOOWTKACTOR PFZIOR' TO F - RCATIOI...) A :MEM .IFANIIIIIIIIIII I 410 111 I `TY �A P. all DATE PROJECT MANAGER DESCRIPTION L 4.x 4a. rat-" TYP ,STEEL OPEN 1JI- APPRO) . cd -Q" O.C. SECTION E IIDCE CLIP CONTINUOUS CI-IANi EL POSITIONED THROUGH s ruD PUNCH -OUTS (.00 C -4x18 TYP. BRIDGING DETAIL SCALE: 3 " =I' -O' 2 d- O? • )(%S1 Ih (s OWSJ ALONE Cp,_O" CC♦ L E3RACIr5 FIELD WELDED TO 4x4xV/4. MAG -(v FRAME 5ELOW4 TO TS3x2x .9/i SUPPORTING- MEMBER, PER SECT 12 2Ve 36" x C ti' /1 s x BRACES TYP(4'1..00. a /8y A3O7 TH12kAUED RODS w/ VAS1;Et2SINUTS 1 LOCK 1.tuTS EA. END. (4) LOCATIONS. TYP K 2 ve.< jC-G FLATFORM PLAN SCALE : C,4 -4 -o1 I ELEV. 12`- O' /2 "A.F.F TYP. NOTE: PLACE BRIDGING -. PER SECTION 7 4b„481fu-FA.FF I/4. "4 KWIK - BOLTS @ 3I Ou O.C. MAX. (MII`1. (Z) F'ER WALL) NOT : `i /634 - "x I t /4• LOW VELOCiTY POWER ACTUATED FASTENERS It- Co"O.C.(M IN. 3)PER WALLI MA`( BE USEEJN LIEU OF KWI K- BOLTS. /'-- C- .4xI3TIE SILO w/ #8 6CREW.S @12."0.C. MAX. TO TD-1-OR TD -(o. SEE .PARTIAL PLAN 18 FOR LOCA T I=ON. SECTION SCALE : 11/4'I4_0" NOTE : GPOR 'V STEEL STUDS AS SHOWN ON PLAN. C -4x18 OR C-Cox)8 0 24" O.C. TYP D-4n18 OR TD -CoxjB TOP SOT. w /(Z) *8 SCREWS EA. STUD. FINISHED FLOOR ELE.V.� oLo'rASSuMEt 2." MIN. BOLT EMBEDMENT B2ACI IJG ABOVE TS 3x?•4c 3 /16o NOT SIioW1.1) PER SECTION 9.(2) LOC.@ MAC-(z FAME L 4x4x I /4.5TEE FRAME FOle. MAC -Co UNIT - E31?AC.E BEYOND SECTION SCALE: 3/4.4 -11-00 5 /8"Q') A307 TREADED RODS w/ WASHI RS,NUTS4'LOCK NUTS TOP 4 SO-C FOR. 1t,-!FORIr1ArION NOT GIVE SEE SEC1101•1 8 IF BRACING" INTERFERE'. WITH MECHANICAL UNIT NOTIFY ENGINES FOR MODIFICATIONS. ELEV.= 12' -O' /z" TYP. FOR INFORMATION NOT GIVEN SEE SECTIOIJ II I, SECTION SCALE 11/2''= I'-O" 11 G -4x18 TIE STUD SEE PLAN FOR LOC. 5Hae FABRICATED 18 GA. r----113/4. GA LVANIZED TOP 4 SOT. w /(2) #8 SCREWS `tO C -4xI0/ TD -4x18 STUD ASSEMBLY. FINISH FLOOR ELEV °0'- -0vASSUMED (4) #8 SCREWS TYR ALL ENDS OF TIE STUDS. C4x18 COPE FLANGE AS REQUIRED IIIIIII1I111I111III II111I11111111111I111111h► 111 1 1IL11IIIIIIIIIII111III1IIIIIII 1111111111111111111111 11111 1 11111111111111111111111111111111 J 6 7 8 f g NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0 181HS INCH 1 3 4 e� 0€ 6Z 8e LZ 92 SZ hZ EZ ZZ tz 0? 6L el LI 91 5t +t I ` 1. ! 1III�IIII�lllil�llll�llll�ilill�I ,lll)Ilf II) 11111 f1���!1111,111111,��II,IIII!I li , ►1�II11 !1111111I !M III11!!! 1111JI!�1lIllillllllllllll!!!II IIIII Et Zt tjt O1, 1111111,11!111111111111111111 111111,1111011 s , ;11,111116111H • ti tr'i.; d 1{11111IIIIIIIIIIIIl11I IIIIlIi11111'IIIlI`.r 10 11 MADE IN GERMANY 12 : 9 CI t v'm 0 11111 1 1111111111111 1f 11111111 111111111111I11111111111111111011111 :1111 (2)*s SCI2EW43 @, EA. LS EL METAL. STUDS (I) LAYER FINISH SURFACE BY OTHERS FOR INFORMATION NOT GIVEN SEE 'SECTION 20 (3)TD- 4n18x31_O4 (I)4F85CREW3 PLACED BTWN. EA. SIDE v' LOCATIONS KING ?.�-" O,C. %A" • CONT. TD -4-2%18 iv %zl CONT C -4x18 12." O.C. TYP. N.T.S. SECTION SCALE 11/2" 0" (I)LAYER 5/8" GYPSUM BOARD BY McDONALDS• GYPSUM BOARD SHALL BE COT THROUGH RETURN WALL CONNECTIQI�:S. NEW C -47.18 OR C ^Cox18 STEEL STUDS @ 24110.C. TYP w/ L /,Z" GYPSUM BOARD EACH SID. fry: .Q... Y (z) #8 SCREWS TYPICAL. C-�4 -x18 STEEL STUD BLOCKING' @ CS - Co,4' -0,8 -o 4 I I -(o A.F.F. ATTACH TO EXISTING STUDS w/ (2) #8 SCREWS EACH SIDE. SECT ICN SCALD : II /z,i� I'�Ort T :IESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF RUHL -PAPS 8 ASSOCIATES, INC. i 1 I t, : f WfAE.91 4 1989 I) GME'E to ,0. o H, � "7.1s-'1:101Y1°SATLi5::).,a'> rv� ttt 1 Pa 1T &Associates Architects Planners A Professional Service Corporation 3625 132-id Ave. S.E. Suite 100 Bellevue. WA 98006 -1399 (206) 646 -4000 DRAWING TITLE DETAILS DRAWING NO s-P JOB NUMBER PRINT DATE (/25/59 A :MEM .IFANIIIIIIIIIII _ all DATE PROJECT MANAGER DESCRIPTION ARCHITECT/ ENGINEER J.T DRAWN BY D.C. ' DATE :> 1 /2 -,5 /89 DATE - ! r /Z5 /EY:i CHECKED BY '7 5 i 1 I t, : f WfAE.91 4 1989 I) GME'E to ,0. o H, � "7.1s-'1:101Y1°SATLi5::).,a'> rv� ttt 1 Pa 1T &Associates Architects Planners A Professional Service Corporation 3625 132-id Ave. S.E. Suite 100 Bellevue. WA 98006 -1399 (206) 646 -4000 DRAWING TITLE DETAILS DRAWING NO s-P JOB NUMBER PRINT DATE (/25/59 A 3 -- G L 3/8",05.0 DF$`i 4x4, ELEV.= ECC .3Y4 -- 4- 5_8"1) THRFADeD ROD e WAL,LawcnSMN MEM oc4J- SE t -�ILTI -HITS YSTEM. LD CO TEKSINK 4. I/414, x.61-" ---- -N LAG BOLTS w/ WASH ERS I NI PRE - DR ILLE D HOLES. FELT VAPOR BAR1?1L OF. �I- x4POST” EXIST. 8" CN1U wALL- SECT( SN WALE : END SECTION SCALE • 11/2. "= Ir -Ou BEGIDON SCALE: I1/A" I'- O" THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF RUHL -PARR & ASSOCIATES, INC. 1 FEB 10989 _ i T. H T' � \ 411V s8 /ONAL 505_ �•,s�r�� CITY OF 1ilitAllLN APPROVED FAR 1985 Ruhl. arr 8/ Associates Architects Planners A Professional Service Corporation 3625 132nd Ave. S.E. Suite 100 Bellevue, WA 98006 -1399 (206) 644.4000 DRAWING TITLE DRAWING NO BUILD G DIVISION DETAlLS 3 .- f°'"" d. i�a�+ Args?NGw' r..% �: is: �i: Sa.; Gaae ;.u.;c.t- a�- •rr.rr: +aac,7 „r•s i:/titri?1+3= �'34Fr�L1..) y'Cs�iJr U�Ts'i;75CX ":i2 !'.irf. .Yl:t: l9r_!4rY< 3= ni�itn'it ?R.°.1�: m3jYq_sl'. -,.r .ih' /N'r/ry sJ!�'.'��✓,fl3f�i.!•":3iP?c.�Av A7' 9.!l �Yl i7�p19si).? �p: �P7rp4o": rftas}:+'- �a+ S' e? raysteawl�anrwnv >.Ai!sw.n++fri2b '�.s,. r+•r. : �a•.<.,.. �»rrrrs,..<r«w�fwi+.•*•... -,a.r . wKS `'•ii^^.Vy.�r1i7dfc4.!.._.�.y. r'r �, M 1 1 f ..: �. r I''' I' I'I 1111111 0 16 THS IN( Il1.IIIIII 11J11l.lIIIIIIIIIIIl ill lluIIIIIIIIIIII IlIIIIIIIIIIIII 1 111111 1'1'1 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0€ 6Z 8C LZ 9Z 9i; 473 CZ Z. lZ ()Z 61. 8t Lt 9l St fit Cl Zl 11 01, IIII11111.►{111111.1111111 1 1I11I1 III I !III{IIIIIIIII{1111111l!IIIIIIJ III{ 11111111111111IH11111111 111111111 111111111111111{1111111111 111111111{ II1!IIII111IIIIIII11111111111 111111111111111M! 1111111111111111111 �..� 1111111111/1111111111111111111111111111111111111111111 9 10 11 ..E.0ERmANY 12 JOB NUMBER * FA 1 ... , : REV DATE .. a� DESCRIPTION PROJECT MANAGER ARCHITECT/ ENGINEER J.i. DATE /SR DRAWN BY D.C. CHECKED-By,_,. 5.._.. DATE I /25 /&I 1 FEB 10989 _ i T. H T' � \ 411V s8 /ONAL 505_ �•,s�r�� CITY OF 1ilitAllLN APPROVED FAR 1985 Ruhl. arr 8/ Associates Architects Planners A Professional Service Corporation 3625 132nd Ave. S.E. Suite 100 Bellevue, WA 98006 -1399 (206) 644.4000 DRAWING TITLE DRAWING NO BUILD G DIVISION DETAlLS 3 .- f°'"" d. i�a�+ Args?NGw' r..% �: is: �i: Sa.; Gaae ;.u.;c.t- a�- •rr.rr: +aac,7 „r•s i:/titri?1+3= �'34Fr�L1..) y'Cs�iJr U�Ts'i;75CX ":i2 !'.irf. .Yl:t: l9r_!4rY< 3= ni�itn'it ?R.°.1�: m3jYq_sl'. -,.r .ih' /N'r/ry sJ!�'.'��✓,fl3f�i.!•":3iP?c.�Av A7' 9.!l �Yl i7�p19si).? �p: �P7rp4o": rftas}:+'- �a+ S' e? raysteawl�anrwnv >.Ai!sw.n++fri2b '�.s,. r+•r. : �a•.<.,.. �»rrrrs,..<r«w�fwi+.•*•... -,a.r . wKS `'•ii^^.Vy.�r1i7dfc4.!.._.�.y. r'r �, M 1 1 f ..: �. r I''' I' I'I 1111111 0 16 THS IN( Il1.IIIIII 11J11l.lIIIIIIIIIIIl ill lluIIIIIIIIIIII IlIIIIIIIIIIIII 1 111111 1'1'1 4 5 6 7 8 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 0€ 6Z 8C LZ 9Z 9i; 473 CZ Z. lZ ()Z 61. 8t Lt 9l St fit Cl Zl 11 01, IIII11111.►{111111.1111111 1 1I11I1 III I !III{IIIIIIIII{1111111l!IIIIIIJ III{ 11111111111111IH11111111 111111111 111111111111111{1111111111 111111111{ II1!IIII111IIIIIII11111111111 111111111111111M! 1111111111111111111 �..� 1111111111/1111111111111111111111111111111111111111111 9 10 11 ..E.0ERmANY 12 JOB NUMBER Ow z V a. a 0 v W J Ilt l ' I(&OOA : (fIor%1 PRCJS�i�F oN 3J :) C,UTTE_FZ 1 H.J R 4- '1• No. r 1- I No 'b (� c-. j THW co. REMOTE STORAGE ELECTRICAL ONE- LINE DIAGRAM SCALE: NONE REMOTE aTORAGE ELECTRICAL ONE -LINE DIAGRAM FLAG NOTES, 1. EXISTING UNDERGROUND SERVICE FROM PUGET SOUND POWER & LIGHT CO. (PSP & L) VAULT NO. 64. 2, EXISTING 1600 AMP, 3 POLE, 208Y/120 VOLT, 3 PRASE, 4 WIRE BOLTED PRESSURE SWITCH WITH 1600 AMP, UL CLASS L, TIME DELAY, CURRENT LIMITING FUSES. 3. EXISTING 1600 AMP, 208Y/120 VOLT, 3 PHASE, 4 WIRE BUS GUTTER. 4. EXISTING FEEDER, KWH METER BASE, AND 200 AMP FUSED SWITCH WITH 150 AMP, UL CLASS RK -5, TIME DELAY, CURRENT LIMITING FUSES THAT SERVE THE B. DALTON BOOKS TENANT SPACE. 5. EXISTING FEEDER, KWH METER BASE, AND 200 AMP FUSED SWITCH WITH 200 AMP, UL CLASS RK -5, TIME DELAY, CURRENT LIMITING FUSES THAT SERVE THE JEAN NICOLE TENANT SPACE. 6. EXISTING CURRENT TRANSFORMER ENCLOSURE, METER ENCLOSURE, AND 600 AMP FUSED SWITCH WITH 600 AMP, UL CLASS RK -1, TIME DELAY, CURRENT LIMITING FUSES THAT SERVE THE EXISTING MCDONALD'S RESTAURANT TENANT SPACE. 7. FURNISH AND INSTALL A NEW 100 AMP, 3 POLE, 4 WIRE, HEAVY DUTY, FUSED DISCONNECT SWITCH WITH 1.00 AMP UL CLASS RK -1, TIME DELAY, CURRENT LIMITING FUSES (BUSSMAN MANUFACTURE CAT. NO. LPN -RK 100). FUSED DISCONNECT SWITCH TO BE UL LISTED AS SUITABLE FOR USE AS SERVICE EQUIPMENT AND HAVE A UL LISTED SHORT CIRCUIT WITHSTAND RATING OF 200,000 RMS SYMMETRICAL AMPS. PROVIDE A 100 AMP, 3 PHASE, METER BASE IN ACCORDANCE WITH PSP & L CO. REQUIREMENTS. COORDINATE AN OUTAGE OF TIE 1600 AMP SERVICE, DURING NON-BUSINESS HOURS, WITH THE LANDLORD IN ORDER TO TERMINATE THE NEW SERVICE CONDUCTORS ON THE 1600 AMP BUS GUTTER. DRILL BUS AND PROVIDE UL LISTED LUGS AS REQUIRED. INCLUDE ALL OVERTIME COSTS IN THE BASIC BID PROPOSAL. TERMINATE THE EQUIPMENT GROUNDING CONDUCTOR OF THE FEEDER ON THE 1600 AMP SERVICE GROUNDING ELECTRODE. THE INSTALLATION SHALL COMPLY WITH ALL PSP & L CO. REQUIREMENTS AND ALL NATIONAL AND STATE ELECTRICAL CODES. 8. FURNISH AND INSTALL A FEEDER TO PANEL RS. ROUTE THE CONDUIT ACROSS THE CEILING TO MAINTAIN MAXIMUM HEADROOM. SEE THE REMOTE STORAGE - POWER AND LIGHTING PLAN FOR LOCATION AND ADDITIONAL REQUIREMENTS. 9. FURNISH AND INSTALL PANEL RS. SEE THE PANEL SCHEDULE AND REMOTE STORAGE - POWER AND LIGHTING PLAN FOR LOCATION AND ADDITIONAL REQUIREMENTS. LIGHTING REFRIGERATION RECEPTACLES & MISC. REMOTE STORAGE ELECTRICAL SERVICE LOAD CALCULATION CONNECTED LOAD 0.6 KVA 10.0 KVA 2.1 KJ'A 12.7 t.VA X 125% = x 100% = X 100% = DEMAND LOAD 0.75 KVA 10.00 KVA 2.10 KVA 12.05 KVA TOTAL REMOTE STORAGE DEMAND AMPACITY (12.85 KVA X 1000) f (208V X 1.732) = 35.7 AMPS SERVICE CALCULATION EXISTING. 1600 AMP 208Y/120 VOLT, 3 PHASE, 4 WIRE_ SERVICE I. EXISTING ELECTRICAL DEMAND LOAD (Per Puget Sound Power & Light Co. Records) B. DALTON BOORS JEAN NICOLE MCDONALD'S RESTAURANT TOTAL PEAK DEMAND 30 KW 60 KW 71 KW 161 KW 161 KW 0.9 PF - 179 KVA EXISTING ELECTRICAL DEMAND LOAD (Per NEC Article 220 -35) 179 KVA X 125% II. NEW MCDONALD'S REMOTE STORAGE DEMAND LOAD (SEE CALCULATION) TOTAL SERVICE DEMAND LOAD 224 KVA �13 KVA 237 KVA TOTAL fiERVICE DEMAND AMPACITY (237 KVA X 1000) 4. (208v x 1.732) = 658 AMPS • } Y5� ': a i..'E• 7, e's.- Y '4a.N . -5+ -:r•. REMOTE STORAGE - POWER & LIGHTING PLAN FLAG NOTES f f \iri E}' I �r. cer -- E -AJ E L. ►'< sole 'I r r !� .1 , ," 1 1U� ^� - (il 4 1 REMOTE STORAGE POWER & LIGHTING PLAN EXISTING 1600 AMP, 3 POLE, 208Y/I20 VOLT BOLTED PRESSURE SWITCH. SEE THE ELECTRICAL ONE -LINE DIAGRAM. 2. EXISTING ELECTRICAL BUS GUTTER, DISCONNECT SWITCHES AND METERING EQUIPMENT TO REMAIN. SEE THE ELECTRICAL ONE -LINE DIAGRAM. 3. NEW METER SOCKET AND FUSED DISCONNECT SWITCH. SEE THE ELECTRICAL ONE -LINE DIAGRAM. 4. NEW PANEL RS. SEE THE ELECTRICAL ONE -LINE DIAGRAM AND PANEL SCHEDULE. 5. FEEDER TO PANEL RS. ROUTE THE CONDUIT ACROSS THE CEILING TO MAINTAIN MAXIMUM HEADROOM. 6. CONNECTION TO THE MAC -6 REFRIGERATION UNIT. FURNISH AND INSTALL A CODE SIZE PULL BOX AND A HP RATED, HEAVY DUTY FUSED DISCONNECT SWITCH (WITH TIME DELAY FUSES). VERIFY THE EXACT LOCATION OF THE UNIT WITH THE KITCHEN EQUIPMENT SUPPLIER (K.E.S.). PROVIDE CONDUIT AND CONDUCTORS TO THE EVAPORATOR IN THE WALK -IN COOLER AND FREEZER. VERIFY THE NUMBER AND SIZE OF THE POWER AND CONTROL CONDUCTORS WITH THE K.E.S. TERMINATE ALL CONDUCTORS. SEE THE KITCHEN DRAWINGS FOR REQUIREMENTS. 7. POWER AND CONTROL CONNECTION TO THE EVAPORATOR. PROVIDE A HEAVY DUTY FUSED DISCONNECT SWITCH, WITH TIME DELAY FUSES. SEE THE KITCHEN DRAWINGS FOR LOCATION AND REQUIREMENTS. 8. 1" CONDUIT AND CONDUCTORS TO THE MAC -6 REFRIGERATION UNIT. VERIFY THE NUMBER AND SIZE OF THE POWER AND CONTROL CONDUCTORS WITH THE K.E.S. TERMINATE ALL CONDUCTORS. COORDINATE ALL CONDUIT PENETRATIONS INTO THE FREEZER AND COOLER WITH THE K.E.S. SEAL PENETRATIONS IN ACCORDANCE WITH CODE AND SPECIFICATIONS. 9. LIGHTING FIXTURES - FURNISHED BY THE K.E.S. AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR IS TO FURNISH AND INSTALL ALL CONDUIT, CONDUCTORS, JUNCTION BOXES, SEAL -OFFS, ETC. VERIFY THE QUANTITY AND LOCATION OF THE FIXTURES WITH THE K.E.S. 10. PROVIDE CONNECTION TO A DOOR SWITCH. COORDINATE THE LOCATION AND ROUGH -IN METHOD WITH THE K.E.S. 11. CONNECTION TO DOOR HEATER. COORDINATE THE ROUGH -IN METHOD A3.D LOCATION WITH THE K.E.S. 111 11111111 1111111IIIIIII1IIIIIIIIIIllllfV II111I(IIrl11Il- Ii1IIII;II{ILI1If+IL1 1IfI'I1 iI1IfII ,I'IIIi 4111111 111 111 11 l I I I ! I III I J 6 7 8 0 rn THSINCH 1 2 oC 6Z 84 LZ 9z SZ bZ Ce ZZ. 1111111M11II1h1fI11111111111ni11111111111111111 (1H11111n6414Hifi SCALE: 1/4"..- V-0" 12. CONNECTION TO DRAIN LINE HEATER. COORDINATE THE ROUGH -IN METHOD AND LOCATION WITH THE K.E.S. 13. COORDINATE ALL CONDUIT PENETRATIONS INTO THE FREEZER AND COOLER WITH THE K.E.S. (TYPICAL). SEAL PENETRATIONS IN ACCORDANCE WITH CODE AND SPECIFICATIONS. 14. REMOVE THE EXISTING LIGHTING FIXTURES IN THE STORAGE AREA AND TURN THEM OVER TO THE MALL MAINTENANCE OFFICE. CAP THE LIGHTING CIRCUIT IN THE CORRIDOR LIGHTING FIXTURE. 15. CHAIN HANG THE TYPE "F" LIGHTING FIXTURES FROM THE BUILDING STRUCTURE SO AS TO MAINTAIN MAXIMUM HEADROOM AND ILLUMINATION. 16. TYPE "F" LIGHTING FIXTURE MOUNTED ABOVE THE WALK -IN COOLER AND FREEZER. SEE FLAG NOTE NO. 15. 17. 6" x 6" x 6" SECURITY SYSTEM JUNCTION BOX FURNISHED AND INSTALLED BY OTHERS. PROVIDE THE 20 AMP, 120 VOLT BRANCH CIRCUIT INDICATED. SEE THE SECURITY SYSTEM WIRING DETAIL. 18. JUNCTION BOX ABOVE THE DOOR HEADER FOR AN ALARM CONTACT. SEE THE SECURITY SYSTEM WIRING DETAIL. 19. JUNCTION BOX FOR KEY SWITCH. SEE THE SECURITY SYSTEM WIRING DETAIL. 20. CONDUIT FURNISHED AND INSTALLED BY OTHERS TO THE MCDONALD'S KITCHEN. SEE THE SECURITY SYSTEM WIRING DETAIL. 21. FREEZER ALARM THERMOSTAT - FURNISHED BY THE K.E.S. - INSTALLED BY THE ELECTRICAL CONTRACTOR. VERIFY THE EXACT LOCATION WITH THE K.E.S. PROVIDE A 1/2" CONDUIT WITH THE NUMBER AND SIZE OF CONDUCTORS AS REQUIRED TO THE 6" x 6" x 6" SECURITY SYSTEM JUNCTION BOX LOCATED ABOVE THE DOOR TO THE REMOTE STORAGE. SEE THE SECURITY SYSTEM WIRING DETAIL. VA/DER 6EPAaaTE PMIT -.+v . ..r .■•■.+.. : n...7, .r.. -+.:,• ,r,•.,.- :- +. -��o:. Vr -.va r- .�as�wr r�+xrs,W�. .� I1.I.,IIl,I IjII I`: IlIIiI1IIIIII, ��, I ;�I.1.��i1I1i1.(�I:�.I�.�.1_I;, �,. 9 10 11 UEINGER► 12 NOTE: I.f the microfilmed document is less clear than this notice, it is due to the quality of the original document. tz ()Z 61. 81 LA 91 Gl ail Cl Zt Lt df, 6 8 1 i iTM Ilii il N ili 4111 11 ii I111t11111111 41 1Iii I1IL 101ili lidliiiliilth !i; lthUll ifil 111101,11 r l ' I t 1 1 1 1 1 14 I 1 I I I THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE THE PROPERTY OF RUHL -PARR & ASSOCIATES. INC. t� FEB 14 1989 MCKINNEY & ASSOCIATES CONSULTING ENGINEERS 9401 112TH AVE. N.E. KIRKLAND. WA 98033 (206) 828 -6453 Ruhl- Parr & Associates Architects Planners A Professional Service Corporation 362S 132nd Ave. S.E Suite 100 Bellevue, WA 98006-1399 (2061 644.4000 DRAWING TITLE REMOTE STORAGE POWER & LTC. PLAN JOB NUMBER %!!.b'T. . --s a.ry�r vmev. 3 ...�.ror...i.S:n+�.Y'�.!♦x.I„awa a5...,/{I.vi rJ�?�y: rtY�.71A :f�+.?•S.T...'!C V9F.j/.F'wY- 3i'%G.iR .. •s16< v..'s, 1111. M SI L REV DATE DESCRIPTION PROJECT MANAGER ARCHITECT/ N i I_ M ENGINEER DRAWN BY A {{ p DATE - EHFGKED y; _"-Tcr: f p DATE _ c9 FEB 14 1989 MCKINNEY & ASSOCIATES CONSULTING ENGINEERS 9401 112TH AVE. N.E. KIRKLAND. WA 98033 (206) 828 -6453 Ruhl- Parr & Associates Architects Planners A Professional Service Corporation 362S 132nd Ave. S.E Suite 100 Bellevue, WA 98006-1399 (2061 644.4000 DRAWING TITLE REMOTE STORAGE POWER & LTC. PLAN JOB NUMBER %!!.b'T. . --s a.ry�r vmev. 3 ...�.ror...i.S:n+�.Y'�.!♦x.I„awa a5...,/{I.vi rJ�?�y: rtY�.71A :f�+.?•S.T...'!C V9F.j/.F'wY- 3i'%G.iR .. •s16< v..'s, dr ateekatev.rrerekeseeri.a.e. at leer. einaoaqo tMs 3 ;iti°�yy.W L --t l i p1.1/15e,REvi A { ..i6 dv, ■v;�Mr v ve .11- Ce»' �.�Lra » TE Nv,J, NoT WATe? oR V, exisr! .J _ \\IA SI- a 0R, Vt Irii` csv v rl ki cn co LA) 'WJ Ti-fZ - t-i \V . l�aTi r.1 Dor �1 Ar1tti• -`-- Ex I rtNc. =,, 6-APPCp FLOOD, LDKA\ N . r' t DON N PL.AC. . NU'S is VEFA; "'Y Ai R- rl��I-fr �E,qL, Fit~C.A14-4 F N C C= r,(„gAY Ex 1< T 1 a e" \�rp, AND z- '/L N T DNA 6A A`'' 1 =LOQr� AND GOriNI_c.- NEw off VENT; PLUMBING 0-S I. Review and comply with a)i South Center Mall Food Court Tenant. requirements. z 3. Fixttrres are to he installed where indicated on drawings, completely eperationa; a(td in compliance with 311 gOverni'iy codes. Refer to Kitchen plans >tqr locations Of fixtures, connection ' requirements and ro'uyti-lil dimension. Appl lcabl a information on the Kitchen and Mect:anical plans shall be part of the t'lumtiing contract. Briny conflicts to the attention of the McDonald's 'construction engineer fur resolution. 4. Al l work shall comply with the Gity of Tukwila Piurnbin';l Cosies, Kin() County Health Department. Landlord's Tenant Improvement Standards and any other applicable: codes. ''. Field verify location of all existing cold water gas mains. Make final connections to Landlord p mains. 6, For fixture branch, drain and vent size,, see F; Schedule. All under -wsi ao Waste ar(! Vent pi pi ntl A PP,QX 1 Nlgi LOCHT!ON OF S. isr- ACCE'S_S tLN'J L NEW HOSE I C LOU-\T ON. fir, .. NSTALL W 1'H TP)AP PR1MEd'' FOR FL.OoR PRA! PP Ec 15 I ON PLUM[�i j PRODUCTS \'PFNlr�EFtTE „_--.i 1-1 �6 4 ” w r ELOW 5LAe . Nr�'rt 23. Locate clean -outs where shown on drawing or requ Plumbing (;ode Section 40t >. , waste, vent and rovided service xture Connection to be 2" minimum. !red per Uniform 8. Provide valves in vertical chase to ice maker, soda tower area coffee r?<iker�. See cquipc,k=nt schedule and aerviee location on kitc;hee plans. r(ovioe couplings to all equipment as required •). Extend all interior connensate and indirect drains on equipment including drain. from post hydrant on roof to floor drains in t)uildiny. Condensate pipiny above and along floor shell be same size as equipment drain connection. Coordinate condensate_ connection with d?yuip�iteat rough -in. 10. All water rough -ins to ee terminated with shut off valves before connection to equipment end fixtures, Purge all water Lines before connection. 11. All filtered cold water' t lies shall be extended from filter on soda factory. I. All wastes are shown at point of connection at fixture. All fixture connections are shown at sugoesr.nd rough -in locations. Allowances have been fi:uir�ed on these fixtures tor possible traps, valves, switches, etc. as furrlisnea Url(ICr other divisions. Connections to equipment by others to be verified by suppliers with appropriate subcontractor. 1,3. Examine connection d i 3(jt ams before proceeding with any r()ugit'- i n work. . Pi F'i: L.11�t 1(1_i N • �5 C ciC c-iATM V? C ✓ CI.r Ar. c Jr F,�•� r-L ra CLeAt..J oiJ'T' (=c.o. c1 CLwi�AsJ p \\/ C. \vALL C.L .i of r ►.E, i}..�ve " E`.LeVAflc41 V.17 /Z. Vl~►..hT' Tryz1J R.C. 5it�1 sifriiLA Z 51r gi -li 1. D.W. 1 1•1 D 1 P E CT WAS VE L T WATE1 T TREAT' r ED WATER) r cam,. PC- 11'iT OF (_r�NNE� 14. All water lines above teeee are to be insulated. (;old water lines fear condensation control, hot water litres to prevent treat lots. Provide pipe sleeves oe All risers to prevent. banding of slab to pipe and to allow movement, See "South Center ,Mali Food Court Tenants`" drawing sheet T11 --3FC, DSetail :36. lb. Plumbing Contractor �� Oeeeral Contractor Shall verify loom requirements reyardind. +:r�nnection to utilities. 8id shall include all necessary fees and permits. Verify location and invert elevation of water and sanitary sewer. 16. Vacuum breakers shall (; +;'t.);riy with Local Codes. All hose connections arcel other possible points of cross contamination shall be `protected in oempiiance with Local Coles. All plunthirou vents bait t Connected to Landlord provided 'dent; main. 13. Plurat)ify Contractor hail iroviie eeillertSate drain lines to HVAC units in accordance w)ttr Landlor'd's standard details. Coordin6te installation with HVAC Contractor. Refer to " "M "" dr�iwinys for locations of unit ±s). 19, tterer to drawings "South Center Mall Foods Court ", with latest revistot date for location of existing sewer, vent, watery and gas, mains and for location, of access Openiriys in the slab. 2t). Coordinate installation of water heater with yeneral ecnitractor and t1CLlonald's constro titrrt enOineer: install as high as possible to provide Maximum clear space at/bee service sink. Vent tonner,tcr Snail be below cei'1 indj, in clear View from floor. 21. Refer to drawings "South Center.Mal i Food Curt Tenants " ", with latest revision date` fpr additional specifications and for the following details: Structural Slab Pipe Penetration, Pipe and/or Conduit Flashing Ueta i i (at roofi) , Gas Line Support Detail (on roof), Gas Line thru the hoof Detail and Gas Flue thru Roof Oetai1, etc.. 22. Refer to original Sour h Center Mall Plans by John Graham, M -b Revision #31 dated 2 -?i 6ts for existing below slab plumbing grid to M -16 Revision #8 dated '�•'3 -b7 for existing above slab plumbing in ttte Remote Storage area . Copies are kept in the Mall maintenance office. 23, Support all piping be i oW the floor slab with appropriate hanclr ;es and expansion anchors "Shot- type" anehori ny is not allowed. 45/41 ?1222 iXTI.JF'�E CONNECTION SC DUL P�Cit Dec �:11'm110N LOCAL CONNECTION V �tw ��'''� t. pW. 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