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HomeMy WebLinkAboutPermit 4624 - City of Tukwila / Foster Golf Course - Restroom FoundationCITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT PERMIT # Control # </6,24) 87 -037 Foundation (Restrooms) 13500 Interurban Avenue S. Suite # Tenant Foster Golf Course Restrooms Assessors Account # 000300 - 0049 -0 City of Tukwila 6200 Southcenter Blvd T. J. Farnam Const Tukwila 30127 10th Avenue S. Phone # 433 -1843 Zip 98188 Phone # 941 -7103 Federa 1 Wa ZT• 98003 „0991,1/, FOR BUILDING PERMIT ONLY Approved for Issuance by: S q • Ft. Office Storage Wa re / e hous Retail Other Occ. Load st FT. -AFT 3rd Fl. Total Fire Protection: Sprinklers Detectors Zoning Type of Construction Special Conditions Fees sq. ft. @ sq. ft. @ sq. ft. @ sq. ft. @ 1st Fl. 2nd Fl. other other Total Valuation of Construction Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other TOTAL $ $ 2,000 Receipt # $ 4540 Receipt # $ Receipt # $ Receipt # $ 1.50 Receipt # $ Receipt # $ -FOOD 75.50_ FOR SIGN PERMIT ONLY Permanent [] Temporary [] Single Face ❑ Double Face [j Wall Mounted [[Free Standing [( Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Special Conditions Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 PAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANUONLU FOR 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 AND 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 OR CANCEL THE PROVISIONS_ OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR TPERFORMANCE OF CONSTRUCTION. Signed Q -71.r' �:s" Date SGT/'" LICENSED CONTRACTORS DECLARATION I hereby affirm that 1 am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER - BUILDER DECLARATION ( ) 1, 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. ( K) 1, as owner of the property, am exxcclusi el contracting with licensed contractor's to construe the project. Cy Owner (signature) -..-- /!.�!!�f. '- ! Date____/ /-4 /2 //l7 • CITY OF TUKWILA �. Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 Work to be done Site Address Building Use Property Owner Address Contractor Address BUILDING PERMIT Foundation (Restrooms) 13500 Interurban Avenue S. Suite # Restrooms Assessors City of Tukwila 6200 Southcenter Blvd T. J. Farnam Const PERMIT # ``/ 6,24- Control # 87-037 Tenant Foster Golf Course Account # 000300- 0049 -0 Phone # 433 -1843 Zip 98188 Phone # 30 941 -7103 Wa Zi• 98003 Tukwila 30127 10th Avenue S. FOR BUILDING PERMIT ONLY Approved for Issuance b,j: S Ft. Sq. Office Storages Warehouse Retail Other Occ. Load 1st Fl. 2nd Fl. 3rd Fl. Total Fire Protection:; ❑ Sprinklers ❑ Detectors - Zoning :,_ TyP'e-of-Coristruct'i'on Special Conditions FOR SIGN PERMIT ONLY Fees sq. ft. sq. ft. sq. ft. sq. ft. Total Valuation 1st Fl. 2nd Fl. other other of Construction $ $ $ 241000 Bldg. Permit Fee Receipt # $ 45. Plan Check Fee Receipt # $ Demolition Receipt # $ Surcharges Receipt # $ 1.50 Other Receipt # $ Other Receipt # $' k _ . ... $~�',. "_, 75.50 29.00 TOTAL ❑ Permanent ❑ Temporary ❑ Single Face ❑ Double Face ❑ Wall Mounted ❑ Free Standing ❑ Other Building face Setbacks: Front Side Side Rear Square Footage of each sign face Total square footage of sign Special Conditions IRIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED 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 AND 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 OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Date ..='7-e',K1 //z €d ? Signed Srr,.. �''.r w..r.�...• LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license Is in full force and effect. 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. ( )C) I, as owner of the roperty, amtexclus•i,vely contracting with licensed contractor's to constru the project. 'Owner (signature) Date i -. /2 T/232 QTY OF TUKWILA uilding Division 6200 Tukwila,tWashingtonu198188 (206) 433 -1849 Type of Inspection 7` INSPECTION RECORD PERMIT #O �� Date /,2 y /Q7 Date Wanted 42 Site Address / 3 560 , , az .� . Requestor Special Instructions Project Phone # a.m. p.m. Inspection Results /Comments: Date 42/77n nitITT OF TUKWILA Building Division Tukwila, Washinatonu198188 (206) 433 -1849 Type of Inspection ' i Site Address /3500 :1762- ehv-#-Jc Requestor Special Instructions /4I7 _7 Sat •». ��u.- .+�n,.�..aas�iiy.: *.ava.evruaKW aran� :H4»NfH!8�k:§rvAidt.�id.r'r,'.; INSPECTION RECORD PERMIT # Date (a,G /fe7 /14,9i/date Wanted 6/v7 Project /527W- Phone # P. Inspection Results /Comments: Inspector 44,2 Date // F7 tITT OF TUKWILA Building Division Tukwila,,tWashinotonBoulevard (206) 433 -1849 • r.! SI" avvrrnw+» �JVNrnf. a! rn +.�!^t'.awr✓.wN+rtlt�Mtn6t:+MY. INSPEC1'9N RECORD PERMIT # 4-/1 2-c/ Date -2 -. 2•!.,,,--- c 7 Type of Inspection /--/i)....'- tier -v.. Date Wanted ..2 -2-� —b'7 a.m. Site Address o -p--tc _ ;.2` / (126- t`t..._.(-. Project 67,,,,, Ss /. Phone # �=? c7 —3-3 / : Requestor Special Instructions Inspection Results /Comments: Inspector Date -257x7 •� CITY Of TUKWILA r a @200 Sog Division BUIP' ZING PERMIT APPLIC �� TION • .� 6200 Southcenter Boulevard Tukwi)a, Washington 98188 Control 1 81-07 (206) 433 -1845 Site Address / 3 S-oo Sc ,.r ofe,,,,,,, ,,.,, 4v42 . - Suite# Floor# Project Name /Tenant 72,4u,,4. //,.,.,L•., i,ec„. ki,...,%7..- Valuation of Constructiong„,.,64„,, j.as Assessors Account# ,,Q. Property Owner C,7-7,-,9:74-7:/4„,//it Phone 4433 - ,'r -j Address ‘0100 e-.,. /Zee,.7te.- e/vo( *M.- /Ci.•',l,i`. Zip 5,4,24% Applicant /u -/c 1,44/ . At. 4- fi ie,c=. 415.7.t"" Phone y 23 area Address o,,2G90 Se,.- A-ce. -..' r /7‘,,7 i 4- ..%,/'', Zip 9ei /dr Architect /Engineer f",%/1/,`,,, :T".- , /e,,, /f-/,,K.- ,,../z -.r` ...e-.. Phone 64/3 -3/.z 3 Address /50 Y9 4,_/47: .de /l ,etwr AA,/ ,Q� /fe• r'u - • Zip — Contractor T T. �..-„ „4, c--- ,„,.rt- License# 73 G A IBC= - / 7ey Phone 7 e/ /- ?.(c23 Address 36427 iO','` ",..�. 4S6_ 117-;-,- .--1,1' Ze,4. Zip .Z ,f,--4 c'.3 Class of Work: rA New ❑ Addition ❑ Tenant Improvement ❑ Remodel (residential) ❑ Reroof ❑ Demolition ❑ Interior Demolition 0 Other Describe work to be done /it/¢ ewe re7,- - .rY;",1 .‘ ,.,.,..., '/- ,7`o ce.,, ,r,- ;-..,. �. /-- o.--7,. /- - 54.4 A Sl.4 u..0.•AA f4 4c,. "-C.c.-W.-7f ._7f z��/<,-+- r.`ao,, cif /7 veer« e-../ „l /e►7f,—,ti. ti---7-ti---7-e4.. , 199”, Type of Const. (UBC) Occ. Grou p (UBC) 02 ,5-0 Square footage of entire building ____ Square footage of tenant space -- Building Use p('Prr7 , „..._ 4- e —rP Will there be a change of use? ❑ Yes O No .,,,,f7e.'.c!_c,, 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 R,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 TO DO THIS WORK. Applicant /Authorized Agent (signature) �'!�r r.. , - Date „�./i i' j2 (print name) ad., L'i/'i i r..., c / Contact Person (please print) ?, /.14"//<..1,..-L r Phone %'J3- /.may' OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ 0 Receipt# Date Paid Plan Check Fee (000/345.830) ,. 09 Receipt# Date Paid Bldg Code Sur Charge (000/386.904) .50 Receipt# Date Paid Energy Sur Charge* (000/386.907) Receipt# Date Paid Other ( ) Receipt# Date Paid *New construction only TOTAL j , 5p (OWES: $ 25,0 ) j SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foot..- of Entir- B i dins - FLOOR USE /Occ Type SQ.FT. 1 ,LOAD USE /Occ Typq SQ.FT. o LOAD, USE /Occ Tvpc SO.FT. OCC inn I 'L SQ.FT. 1 ' OCC. TOTAL Aelr..� lCr' TRACKING i t is /111,0 1,P % , DEPT. DATE IN DATE -OUT COMMENTS BLDG ,% ` 1- AV ‘ 441116' :' approve• or ssuance ype o onst. To Mahan: Date Approved: Approved (Initials) Per letter dated FIRE Fire Protection: - Approved (Initials) • Sprinklers '.” • ❑ Detectors BAR ❑LAND USE /SEPA CONDITIONS PLNG �cb1 ;1j • \ 1i ' )-- Zoning Set cks: N S E W Parking stalls requir d for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: I 49 rec d./c91 f-, PWD Approved (Initials) Per letter plays dated Doe MO v /red -k Kee, eim) _ 1Zw, te dye -5'7 CITY Of TUKWILA Building Division 6200 Southcsnt.r Boulevard Tukwi'1a, Washington 98188 (206) 433 -1849 Type of Inspection ■944Atc€1er_v0 Site Address /35c9, jA2.r. ,4 a e ..149 Requestor Special Instructions INSPECTION RECORD PERMIT # Date / /7/l7 Date Wanted 2 /2/% Project Phone # a.m. p.m. Inspection Results /Comments: Date 7`/7/f7 CITY OF TUKWILA Building Division Tukwila,,tWashingtonul98188 (206) 433 -1849 S1 AVM, 7...n' Fay ,'...•MV.•61Th:sa�!n }"5+:v:fr. ::Ktldt�: INSPECTION RECORD PERMIT # -6 zy Date VW Type of Inspection 4;cm, /ham Date Wanted 6707 Site Address /500 , Z i l V e i - L a 0 ► 4,e, So. Project J sCt - G-04 "C e. Requestor Saii4 Phone # 36 3- o/ 9y Special Instructions key hd,t /d/ / 5-ca 4r c2fr abog,P �p`t r,+1 aJ 4Yt i Y t s+.riii d b Insspection Results /Comments: e • Inspector 47.142 Date G /.2 AND MAYOR GARY L. VAN DU SRN PARKS a RECREATION DIRECTOR DON WILLIAMS PROJECT LOCATION (FOSTER GOLF COURSE) GREEN RIVER SOUTHC,EN,-ER B SOUTH- CENTER STRAND a: ? U U) ER BLVD. NO SCALE 1 -405 LONGACRES PROJECT LOCATION (B! C ENTElVNIAL PARK CITY COUNCIL JOE DUFFIE MABLE J. HARRIS MARILYN STOKNES ED BAUCH CITY ATTORNEY OGDEN, OGDEN AND MURPHY 09151MINTE •ENGINEERINa•OTPEET8• WA TEA• SEWER•PARK13•®UILDINt3• desi ' ned drawn checked proj eng proj dir field bk no COUNCIL PRESIDENT "dm ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98138 CITY CLERK MAXI NE ANDERSON WENDY MORGAN CHARLES SIMPSON JIM McKENNA FINANCE DIRECTOR ALAN DOERSCHEL POINT OF CURVE POINT OF TANGENCY III1II1`' II1II I,i,1I1III.III.�'.II.1I1(I11 LIrl.Ell..11 Iel�a..IL'�1�_I,L�ILI�:�.�: IIIILI .I..IL1'��.I:_�.t_�.'.�.Ir_ No. 18 , .:w.. Tills PE Tni.-r -FOX FOuNRTION 4 rL ()D K . 5LJ8 ONLY (vo5TERGOLF CooRSE' SHEET INDEX SHEET NO. TITLE 4.s z,, BICENTENNIAL PARIS SITE PLANS DETAILS 81 ROADWAY SECTIONS RESTROOM PLANS, ELEVATIONS 81 NOTES RESTROOM PLUMBING & ELECTRICAL PLANS, SECTIONS a DETAILS PLANTING DETAILS FOSTER GOLF COURSE 6. RESTROOM PLANS, ELEVATIONS 81 NOTES RESTROOM PLUMBING 81 ELECTRICAL PLANS, SECTIONS at DETAILS ��d�� ifil�7illmlim �ii{ii�luilii�ii�tli��t �►(Imi ill (11719 i� I iiiil�t VICINITY MAP — LEGEND - SHEET INDEX no date revisions 6 7 IL 10 :01 file no scale NONE date REC. 86 24'-0" 141-0" 3s-0")(7-0",x13/4" H pook' Ft.?.AMF-j_ 1A1/18x24 LOUVER LOtJVEI 4 Uk.19E.gCLIT 0" k1�0 51-1AKE RCOF OF OK16 _e5LA1 - fr IkI5ULATI0ki: 1.14LL5: CL,: 30 11\1 AA 31101.4t1/41, —r— 3i-oux7ou x Y44 H.M. 2OOk f FRAME- kJ/ LOUV I uKIPE RC UT TM—e< 13LOCK ImenoTwe•■••••■• WOMEN-0--- (0" 1-1161-1 ROUTED L.ETre'5 N (HELVETICA) -- 56" PLYWOOP 31D1 1,,i/ I x E 160"C•C, r — 1 t--1 I MI I \ I 1 I t1I RANG _ 3■Ij PRYEW WOME-LIc."\I 4' RE NJ c-rw) \5I 1 ni--1-1ANO k\". ;LI Lf nzAki 0' I ROOF 1 / OVRI-1A061 NORTH ELEVATION 1/4" = I 0" GENERAL NOTES 1. CODE: Uniform Building Code, 1985 Edition. 2. TYPE OF CONSTRUCTION: Type V-N for B-2 Occupancy. 3. DESIGN CRITERIA: Roof Loading: Live Load Dead Load TOTAL 25 psf 13 psf 38 psf Wind Load 20 psf 4. The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the existing work and physical conditions of the site Notify Engineer of any discrepancies prior to start of work. 5. FOUNDATION SOIL BEARING: 2000 psf on unyielding natural soils. All soils work to be under the the direct supervision of the Engineer. Compaction work shall be in 8" lifts to a density of 95%. 6. CONCRETE: 5&"6RASI.4,*(r(f) mEkl ,.-42"GRAS b/41,( (-TYP ) 2 4 IQ TF 1'15P ('M?) • x 7,-0"x 1 /4" [2e3og e IT 4 IA E /IV • TOP OF PLATE 10 El..= 1081-4' 10„---- SHEET meTAL PolAILVSPOUT 200 fc' = •5-et psi, minimum 5 1/2 sack mix, 4" maximum slump. Ultimate strength design method used Mixing and placing of all concrete and selection of materials shall be in accordance with the UBC and ACI Code 318, proportions of aggregate to cement shall be such as to produce a dense workable mix which can be placed without segregation or excess free surface water. 1/2" chamfer on all exposed concrete edges, unless indicated otherwise on architectural drawings. Water curing shall be used. Air entraining agent (3% to 6%) to be used in all concrete flatwork exposed to weather. Pozzolith 300N (4 oz. per 100# of cement) to be used in all concrete Where special placing conditions are required, consult Engineer for variations of this specification. 7. REINFORCING STEEL: 1 4'-0" CONIC I PAD IOC OF CURL Et.= 100',-,: " o FLOOR PLAN 1/4" = I 0" 1-t4 Ns. ...N.--..—..----.....---- n iI r- 4" COKIC, 5 L 4 13 kl/ .1 11 .9 co x - WI.41 W14 W.1"14 r. 1 il , t OVER 4 .1`.114 V. P Co" I L ki"51-1ED GIZAVEL -- I i 241-0" '-011 3" SLEE.V FOR C,4L'LE/L4IR , WRAC_ IS". 5705 UP OkJ 'MG MIM, I Z " A WYE rw, F1-12, SOUTH ELEVATION I/4" = -0" All reinforcing steel shall be deformed bars per ASTM A615, Glade 40, Fy=40,600 psi. Unless otherwise noted, corner bars (2'-0" bend) will be provided for all horizontal reinforcement. Detail steel in accordance with the "ACI Manual of Standard Practices of Detailing Reinforced Concrete StrUctures." Welded wire mcsh shall be 6 x 6 - W1.4 x W1.4 per ASTM A185. Reinforcement cover shall be as follows: Footings. . .. ... . . ........ Formed Surfaces - Weather Face. . . . . . - Interior Face Slab on Grade 3 inches 2 inches 3/4 ihch 1" Clear Top of Concrete to Welded Wire Mesh 8. TIMBER: Fik1, FL , 1001-0" a L., Z3,50 OKI SITE pLA 1\1\/6 ()Alt iM 3 /z ' TY P 1 1 I I ly 1 PRfAILI 1 EL.99'-11"1 I ck, , EL, FM. PLR CURB IC01-0" ( TYP) TOP OF PLATE -•;, it9"ai-0" SPLASH bLOCK 7' 1/4" SLAB 1 FOUNDATION PLAN 1/4 = 1 0 • : : EAST ELEVATION Sams " = i'-o" *Top OF cuCal. zr- EL. irx)i-co" FM. locy-o" xee Structuratimber and lumber to be stress grade Douglas Fir-Larch (North) as follows: USE: • SPECIES: Bearing walls Non-bearing partitions All other lumber Top & bottom plates @ bearing walls * Repetitive member uses Hem-Fir Hem-Fir Hem-Fir Hem-Fir Hem-Fir (North) GRADE: Fb: No. 2 1000 psi Std. * 525 psi Std. or better No. 2 1000 psi or Wood bearing on or installed within 1" of concrete to be pressure treated according to UBC Standard 25-12. Solid blocking of not less than 2" thickness shall be provided at all bearing points of trusses. Typical anchor bolts to be 5/8" diameter at 4'-0" 0.C, minimum embedment 7". All metal framing anchors shown on drawings shall be as manufactured by P. H. Bowman Company, or approved equal. 9. ROOF TRUSSES: Shall be factory manufactured, designed to fit the dimensions and loads indicated 'on the plans. Design shall be in accordance with allowable values assigned by the building code official. Complete design calculations showing internal layout, member forces and stress control points are to be available upon request for truss design. The design of the truss is to be under the supervision of a registered professional engineer in the State of Washington. All bracing shall be as per manufacturer's recommendations as approved by enaiheer. 10. WOOD FRAMING DETAILS not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. Minimum nailing, unless otherwise noted, shall conform to Table 25-Q of the UBC. 11. SPECIAL CONDITIONS: Contractor shall verify all dimensions in 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. 12. CONTRACTOR shall be solely responsible for all required safety precautions and the methods, techniques or procedures required to perform his work. 13. SHOP DRAWINGS: Submit five (5) sets of shop drawings for approval prior to fabrication for: Wood trusses. 5KIL161--IT TYF.' GHEET rIET4L GiiTT 1 < I 5 Ti:.■M ------ " PLY IAJOOD '511DINIG 14/ )c (t) e CITY OF TUKWILA APPROVED FEB 10 1987 iv,LD WEST ELEVATION 1/4" = 11-o" ROOF FRAMING PLAN •ENGINEERING1.113TREETEPWATER•BEWER•PARKEI•BUILOING• BICENTENNIAL PARK • ildla ALPHA ENGINEERS INC ca CIVIL 8 STRUCTURAL ENGINEERING CONSULTANTS C=1 320 ANDOVER PARK EAST, SEATTLE, WA 98188 I Pi 1 1 2 11111111;ffiiippritripprifii111 1 Iilifili111111111-pirpi 31- I 41 I 51 I 6.1 No 18 16 8 111111111111111111 i„, grl firtirmmikro ll'G.O. P -5 P- I" I I /z" i M'E12 METER PLUMBING PLAN I /4" = 111 V\ 5E:wE>z Lime (TYR ) 100 A. PANEL - METER 13, ELEG, UTIL. X90" A HAND VgYER I3- I ±-90'x!, 4 `z'd • 1\ LIGHTING FIXTURE SCHEDULE It`ll~.. (T Y P ) PHOTD E.LEGTRIG DELL r1T, I O+ ROOF �• 1 —F-- -A 9G --TIME CLLLK - 4690" i --- HAND PIZN(EIZ .6' + l O" WALL HEATEk� MOUNT P laO" TYPE MANUFACTURER NO. PRESCOLITE #4440 WPB BRYANT #5228 ELECTRICAL PLAN 1/4" = I 1 011 PLUMBING FIXTURE SCHEDULE P -1 Lavatory P -2 Water Closet P -3 .Urinal P -4 Floor Drain P -5 Floor Cleanout P-6 Hose Bibb MOUNT LAMP ',DATA NO. WATTS, CODE WALL 1 100 100W A19 CEILING 1 100 100W A19 NOTE: ALL GONUUIT, kfIfel(.J6, DEVICE e. F/XTUf .E5 , EQL-ile iI JT, ETG,, 7O 113g. GO A13QVE FIf.J. FLOO12, MOUNT P/1OTO ELECTRIC CELL ON %'C)0 f= ------- EXISTING ELECTRICAL BOX WITH METER AND CIRCUT BREAKER PANEL 1 ( 1 1� —x11 1L_j 1 NE/4 606 E3RaAK 'R' N.T.S. RIME GI_CCK i I IOOA PANEL TO LIGHTS \ TO NANO) 212%,(ER, REGERTIGLE WALL- I41ATER TIME CLOCK 4 pl lo-10 E L EG1 i?iC. £ LL MIRKOR 'Top OF PLATE "1_op OF PLATE L. = 10o,1- 0" SEE. TP. 1.715PEN5E' TOP OF CURD �L. = 100'-6" FIN. FOC, At EL, 1UU' -O" EXISTING GRADE STRUCTURAL FILL \ '5EE GL G. IR13UL. j UKJIN5U1.-ATEp 5/6" t'LYWOOD - i Z) Z'x Co TOP PLATE wvvp TEL S - 2 x 4 NAILF_R TOP OF PLATE.:. EL . =108'-4" Y PLYw.00D P.12:►? P4,t'lEL. (TYI? M N'5 WOMEN'S) Z x & 5TUD5 C 'I (o" O,G , 14/ tZI I NSULATION - )4C0 f (F 55(1rF i R'EATEP SILL PLATE KJ/101)(5 /5 " O ANCUO12 DOLT5 c.)4'-. " 0.C, -__. '" G�D�12 51A5 301' FELT %z" -lE �T►41l i 2 4 .7r<w:.-./ - METAL- Cl UTTEE2 2x4 I3L OCK11 16 kV 2 "O 1-10L E S 2 PEI< BLOCK 2 z STuL; €,I(c.''C� )/b" FLYWOC.)O /l / 1 k G C3A77 EMS SECTION 3/411 II_0" 2 FI1�l . FLR . EL 100'- 0" FOR f2EIMF, SEE 5LA13/ FnJJD. PLAN 5HT 3 - 4 CON T. - I -1lJI RIC,ANE FRAMING -, ANCHOR-5 TOP OF PLATE EL.= 1O8' -4" \- /" PL-Y W OOp PANIE L S 2 x 4 PgE 55URE j -'' TREATED 5ILLj TE (AV f IO x6/0 0 AN G R r�0 •ENiAIN EERING• STREET 8•WA?ER•BEWEP•PARKS•EUILOIINIQ• desi ' ned GM drawn checked proj eng proj di field ha no FILL E'LR: EL. - IOa-OH FOR I21.11ui=, SF_E 3LAS/ Ft■JI:.). (-ALAN 5E -1EET 3 2- 44 coMM-r. SIM, 2 x4 S7UO3 c� 1(a" O c. W //b rt_ r 1Al OOD 1.I/ LX @ I(." 0.G, METAL FLASHING ---- 2 x4 F L O ,K 11UC-1 - ----� -2 x 8 TRIM / (SLOPE TOP TO OAI1'U) TOP OF ATE L. - 1O6' -O" 1 x8 TRIM (2) Z x 4 TOP PLATE DETAIL 2 311=11 -0" -METAL F L ASNNG 2x4 GUIrs (TY TRU 55 t3EYOMO 2x4 13LOGKING PANEL SCHEDULE NO LOCATION: LLF.C/ tudi ' IR o 120/240 VOLTS 1 0 3 WIRE SERVING:,. RESTROOM la T 100 AMP MAIN BREAKER IR UIT DE CRIPTI N, KVA P AMP KVA IRCUIT 'DESCRIPTLI.L"N 1,1(,11'15 1s .4 RECEPTACLE . 7 15 1 —'-' ---`-- 2 IIAND DRYER - WOMEN " 2 : 4 _ 15 3 -- 5 --^ `- 4 6 15 - 2 .4 - (HAND DRYER - AIIiN ,, " TIME CLOCK . 1 15 %-. --- 8 15 . 8 WAIL IIrATIiR SPACE _ - 4 : ^; ^-10 - - SPACE - _ 11= ^ -12 - - SPACE • I!__-! .- CONNECTED LOAD: - DEMAND: DEMAND LOAD: 6.8 KVA 28 . 3 AMPS KVA AMPS CITY OF TUKNILA A'PRl)VED FEB 10 1987 AS liaiLD L'IJI_ DING t1IVt1IV1,10N :02 MEE Aci ALPHA ENGINEERS INC. CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 RESTROOM PLUMBING 8 ELECTRICAL PLANS, SECTIONS 8 DETAILS 1III1II 1IlIII1n II1t1`�t= r.elllhi�lll111 IIII:r_ -.i.l.rl1I1.1IhIhI11111111 11111 1 1`111iI1 'i'irj� 4 1 1 51 1 6 1 No.18 �rlr�� i�l��mtl�'lii�l�r►I�m�l E iic�yy Z UJ) I ;j t lII(i�i hill! nIIrIIIi revisions file no seals AS NOTED date DEC. 86 19'_244" 1- 23/II1 .3'-011x -� =0 11 I /4 11 H.14. rz,c 4 FKA t.i p W/ (8x 24•. LOUVER 4 u J ERG • ame OF COLIC ,5LAS 1LI5L4LATIOki s WALLS: II IZ 30 IN AREA SNOWhI 3 '/z11 TYF? FLOOR PLAN N. T° 5. 1g' - 2 V41" . iI 4" COMCJI5L413 W/ 'Cox( - JI!4 x WI4 • t'LW• OVER 4'IOIL. VF 4 Co" - 4ASHEp IG12AVEl. it• r V 5' -011 31- 0 "x7-0" x 13 ' H, M, 2OOZ F><AM E W/ ‘8")(24." LOUVER UT1nEROUT L. FIN. FLR , CURB 1091 -0 (TYR) as (Az."4,4.4r-la) ZIx 41 5I<YLI HT TIC' (4 PL AG*`j� BINGE Like EXISTING SLAB/ FOUNDATION PLAN N.T. . ROOF" FRAMING PLAN N. T. 5.. ROCF OVVRHAL 6KYLI6I1-IT • (YID) ZxCa T2IM lip 5.1AK f< )F--� T I -I I PL.N(LAI000 7IOI 161 (TyPI AL. ON ALL Ex- i- E"KIOR VJA L.47) 3" sLegye. FOK irl r, CA LE /MIRE, . I3'URIAL le'. STL ' UP OM I!I iGI OE MIkJ, I Z "A VE SIN+, FLR, Ish•I NAPEPIIMM BEMITis •111140eNitaInoo•rTwsErs•warEsa• sEwrER•aAwKs•suiLIMwo• :_.:....... •. :, : • '• • :... .. .. SOUTH ELEVATION N1.1":5. �IGYLIG�I• -iT CT'YF') x TRiM Co" 1.116I.1 ROUTED LETT'5R5 N I x S CI- IELVETIGA) -n-II P1-YWQoo 47101M61 TOP OF PLAT. E.L. Id81 -4" w NORTH ELEVATION N. T: 5. 5HEE T NI I TAL POWtosPoL1T TOP CF GLIRPE4L a . = 1001-G" FILL PL k _ EL, = !001.011 TRIM WEST ELEVATION I /4" = I' -p" XCP EAST ELEVATION I /4" = 1 - 0" -II PLYWOOD z-7I0IrI61 r. GLITTER I x Co TRIM — '1I -- i i PLYIN.1000 `DI®IM4. GENERAL NOTES 1. CODE: UNIFORM BUILDING CODE, 1985 EDITION. 2. TYPE OF CONSTRUCTION: TYPE V -N FCR B -2 OCCUPANCY. 3. DESIGN CRITERIA: ROOF LOADING: LIVE LOAD DEAD LOAD TOTAL WIND LOAD 25 psf 13 psf 38 psf 20 psf 4. THE CONTRACTOR SHALL. VERIFY AND CONFIRM ALL DIMEUSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SITE NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. 5. T: STIMERRUCTURAL TIMBER AND LUMBER TO BE STRESS GRADE HEM -FIR (NORTH) OR DOUGLAS FIR -LARCH (NORTH) AS FOLLOWS: USE: BEARING WALLS NON- BEARING PARTITIONS ALL OTHER LUMBER TOP & BOTTOM PLATES @ BEARING WALLS *REPETITIVE MEMBER USES SPECIES: HEM -FIR HEM -FIR HEM -FIR HEM -FIR GCE: Fb: NO. 2 1000 psi STD. * 525 psi STD. OR BETTER NO. 2 1000 psi WOOD BEARING ON OR INSTALLED WITHIN 1" OF CONCRETE TO BE PRESSURE TREATED ACCORDING TO UBC STANDARD 25 -12. SOLID BLOCKING OF NOT LESS THAN 2" THICKNESS SHALL BE PROVIDED AT ALL BEARING POINTS OF TRUSSES. TYPICAL ANCHOR BOLTS TO BE 5/8 DIAMETER AT 4' -0 "; O.C,, MINIMUM EMBED - MENT 7". 'ALL METAL FRAMING ANCHORS SHOWN ON DRAWINGS SHALL BE AS MANUFACTURED BY P. H. BOWMAN COMPANY, OR APPROVED EQUAL. 6. ROOF TRUSSES: SHALL BE FACTORY MANUFACTURED, DESIGNED TO FIT THE DIMENSIONS AND LOADS INDICATED ON THE PLANS. DESIGN SHALL BE IN ACCORDANCE WITH ALLOWABLE VALUES ASSIGNED BY THE BUILDING CODE OFFICIAL. COMPLETE DESIGN CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS ARE TO BE AVAILABLE UPON REQUEST.FOR TRUSS DESIGN. THE DESIGN OF THE TRUSS IS TO BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON. ALL BRACING SHALL BE. AS PER MANUFACTURER'S RECOMMENDATIONS AS APPROVED BY ENGINEER. 7. WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE UNIFORM BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 25-Q OF THE UBC. SPECIAL CONDITIONS: CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN 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. 9. � OANDHTHE METHODSLYTECHNIOQUES OR PROCEDURES SAFETY` RESPONSIBLE FOR A LL PRE- CAUTIONS REQUIRED TO PERFORM HIS WORK, 10. SHOP DRAWINGS: SUBMIT FIVE (5) SETS OF SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION FOR: WOOD TRUSSES. DO NOT SCALE — DIMENSIONS GOVERN CITY OF TUK(WILA APPROVED FEB 10 1987 h.5 iW4LV BIJILDi.NG DIVISION 4_ Ala ALPHA ENGINEERS INC. ® CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 RESTF200M PLANS, ELEVATIONS & NOTES I I' ' I l l I l 1_ I' I I I I I I I I I C 2 I I_L �.l,��.1.� I .3�.1_I' l_I i.I.I I,I.I �.I Ii V I I I �.' 11 .LLI.1.j 1 I I.L I.L I.IT 1I 1 I 6 No.18 iiil��l�ltm1m�l111i Ll111i {iml0 6111411111 i P -7 I'/2" VENT P -5 P P-6 V4� 2" VEh1T i" O 3 Pn� M VENT LIK1E 1i4•" •SHLIJ QFF Y 'AI.VE.' PLUMBING PLAN NET. 5. r-- LAND PeyE<z A 1000 A4. PANEL SEWER LIME CTYP,) WATER 1, , J . (TYP ) PLUMBING FIXTURE SCHEDULE P -1 Lavatory P -2 Water Closet P -3 Urinal P -4 Floor Drain P -5 Floor Cleanout P -6 Hose Bibb P -7 Drinking Fountain 1\.IDTE 4N4D . 1.....6,S 'LuMemit 4 14, EX ii7-fTING-1 A3, A -2-e- A-1� I A 4, Co VIAND PRYER LIGHTINS FIXTURE SCHEDULE TYPE MANUFACTURER NO, Kenall 13990 BRYANT #5228. MOUNT ELECTRICAL PLAN . �. .... -- N.T. 5. EXISTING DISTRIBUTION BOX AT PUMP HOUSE i 0o A PANEL CEILING CEILING NSW DI5TR1BtITIONI WA K/ IOU A\ I3REAKER ALJA E f IT TO EX. ` s ELECTRICAL SERVICE LAMP WATTS _` DATA lY0• A11.7 75 75W A19 100 100W A19 1 RAPEMMe ESOMTe • 11IIMOINEEAIl VQ•STREBT9• WA7EFF •fENVEA•PARiCli•9UIB,.D1l11G1• TP, 2ISPEN1502 12. I2 4- MIRROR �xl�i GorIG.tAPJ " SECTION 114" _ I I - 0" CL(.'I1M15UL UNIIIISUL.,ATED 5/ ?" rLYW DOD CZ) 2x:4. TOP !LATE 2 x(c) 5 -roc's e Ito" O.C' N/ RI I INSULATION 2x6 PRaSSURV. . TREATED 5ILL PLATE Ex, 451. GONC . TOP OF PLATE ob El.. = 108'∎- 4" TOP F ' LATE E L, = 1061 -0" 5EE TOP OF CURD AL F1M. PLR, L. l60' -O" 5i=E WUOL7 TRU55 —2x4 NAILER -TOP OF PLrT EL. =1051-41 5 /6" PLYWOOD PK',I? R UE1 (TYF `i I ' MEN 5 WOMEN'S) IECUQN Ii 3/4": 11- o GPAfe 5NAKa5 3©* FELT /2' 4 T�k U 55 METAL. c1U YTE12 —�► 2 4 /3LOGKINJ6i N 2" .5GQEEWEED I -IDLES 2 Pe Iz BLOCK x 4 5TU 05 @ IC," Oc. 'TI-fl ` PLY WDO D z-)1011yC IC EL, = I00 -0" (AG7,e -.IM i D) ;4'4- c.,ON T: E.xiST c ?Nc SECTION 3/4"t I 1 q Oat FRAMING ANJG4-IOR5 TOP OF PLATE L..= 108' -4" /GJ11 FLYWCOC) R , P PANELS �- Z. •x 4 Pi2E55UI E. TREA.TEb SILL PLATE desi nsd drawn Waked FILL FL-g. IOD' -O" (A4-)eu m 1= �) 51M, dirALPHA ENGINEERS INC CIVIL & STRUCTURAL ENGINEERING CONSULTANTS 320 ANDOVER PARK EAST, SEATTLE, WA 98188 r i F I I t .IiIiIfA 3 4 • 2 x4 .`BTUOS @ 1(0"0,C, vii /TI -II PLYwOOC7 METAL_ FLA5NING 2 )(4 5Lc:;KIkIG -- x8 TRIM (S LOPE TOP TO C)ICAIN) TOP OF PI -ATE: �L. = 106' -O" I x(o TRIM (Z) Z x 4 TOP PLATE. METAL FLASNING WO: P TRU S5 DeNOiJ I' -O" SECTION 3/411„,. PANEL i3CHEDULE NO; LOCATION ELEC /MECH ROOM 120/240 VOLTS 1 0 3 WIRE A SERVING: RESTROOM ® if 100 AMP MAIN BREAKER CIRCUIT DESCRIPTION_ KVAIAMP AMP 1-77,4-0K-01 D T RIPTISN LIGHTS 15 .4 RECEPTACLE . 3 15 1 'r'' '- — 2 HAND DRYER - WOMEN 2.4 15 3- 'Ip- 4 15 2.4 HAND DRYER - MEN SPACE , - - 7-•-. .--. 8 - ' - SPACE — SPACE - - 91-r—' x:10 - - SPACE SPACE - - 11= ' .-1 -12 - - SPACE 1 ^. I:*;Eti 23- 11,1; ' -24 25- 2 27- 29- kva N -28 31- Amin -32 33- 4I --34. 35__ 37 -■ ^3 _ ..1 - CONNECTED LOAD: DEMAND : DEMAND LOAD: 5.5 ICVA . 2 2.9 AMPS �...�... mss. I(VA ' ._ ' AMPS RESTROOM PLUMBING a ELECTRICAL PLANS, SECTIONS 8 DETAILS 11(II_� IIIII'5(111_hL�.�LLI r1�I jI No.18 e"'F„ , I�f�llll�lpl�ll�l ITIinI�Im�l� I� �i�l►�im� CITY tJ = TUKWILA+ P•PROVED FEB 10 1987 rw ..•:. BUILDIMC? f)!VISI ^;.. revisions file a® sash AS NOTED. date JAN.87