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HomeMy WebLinkAboutPermit MI02-066 - KING COUNTY METRO - SOUTH BASE - TEMPORARY OFFICE TRAILERMI02 -066 KC Metro South Base 12100 East Marginal Wy S 11 City of'1'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600421 Address: Suite No: MISCELLANEOUS PERMIT 12100 EAST MARGINAL WY 5 TUKW Permit Number: Issue Date: Permit Expires On: M102 -066 06/27/2002 12/24/2002 Tenant: Name: KC METRO SOUTH BASE Address: 12100 EAST MARGINAL WY S, TUKWILA, WA Owners Name: METRO ACCOUNTS PAYABLE Address: SO,BASE 5432- 50706D50304, 821 2ND AVE Contact Person: Name: GERRIE JACKSON Address: METRO KSC -TR -0431, 201 SOUTH JACKSON STREET Contractor: Name: WILLIAMS SCOTSMAN INC Address: 14407 SMOKE POINT BLVD, MARYSVILLE Contractor License No: WILLISI021 LP Phone: Phone: 206 684-1334 Phone: Expiration Date: 04/18/2003 DESCRIPTION OF WORK: INSTALL TEMPORARY 10' X 42' OFFICE TRAILER WITH RAMP AND FOUNDATION PUBLIC WORKS ACTIVITIES INCLUDE: MOVING OF OVERSIZED LOAD UNDER SEPARATE PERMIT Value of Construction: Type of Fire Protection: Type of Construction: $9,400,00 Fees Collected: $303.56 Uniform Building Code Edition: 1997 Occupancy per UDC: 0016 Public Works Activities: Curb Cut/Access/Sldewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c,y. Start Time: End Time: Private: Public: Private: Public: ** Continued Next Page ** doc: Miscperm M102.066 Printed: 06-27-2002 V City of 'Tukwila Department of Community Development / 8300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431.3670 Permit Center Authorized Signature: Date: In ". I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructs ,r the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: s v Date: • Print Name: This permit shall become null and void if the work Is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last Inspection. dcc: Miscperm M102.066 Printed: 06.27.2002 City of Tukwila Department of Community Development / 6300 Southcenter f3L, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7340600421 Address: 12100 FAST MARGINAL WY S TUKW Suite No: Tenant: KC METRO SOUTH BASE Permit Number: Status: Applied Date: Issue Date: M 102 -066 ISSUED 05/15/2002 06/27/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and industries and all electrical work will be inspected by that agency (206. 835. 1111), 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition), 6: Notify the City of Tukwila Building Division prior to placing any concrete, This procedure is in addition to any requirements for special inspection, 7: Validity of Permit. The Issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction, No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 8: There small be no occupancy of the buildings) until the final inspection has been completed by the Tukwila Building Inspector. 9: * * *FIRE DEPARTMENT CONDITIONS*** 10: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 11: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area, The extinguishers) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less, (NFPA 10, 3- 1.1) 12: Portable fire extinguishers shall be securely installed on the hanger or In the bracket supplied, placed in cabinets or wall recesses, The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be Installed so that the top of the extinguisher Is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be Tess than 4 inches, 13: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10-1) 14: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed, (NFPA 10, 1 -6,5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4-4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4-4,1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will doc: Conditions M102-066 Printed: 06 -27 -2002 City ofTukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 be required to conduct these required surveys. (NFPA 10, 4-3, 44) 16: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 17: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 18: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code, (NFPA 70) 19: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation, 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. 21: ** *PUBLIC WORKS DEPARTMENT * ** 22: Moving of oversized Toad within City of Tukwila requires a separate miscellaneous permit. I hereby certify that I have read these conditions and will comply with them as outlined, 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 work or local laws regulating construction or the performance of work. Signature: Print Name: Date: lS a-- doc; Conditions M102.066 Printed: 06.27 -2002 t ig CITY OF "UKWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 ()R s 1 n1 I USE ()NI Y Project Number. Permit Number: mpose••••• Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: . . • •• -- i • Base Value of Construction: 9400 Site Address : City Stag ip: 12100 East Marginal Way Tukwila W Tax P�reJ J,Vyr�beb.4 21 44U(�U Property Owner: King County Metro Phone: ( ) 206 684 -1334 Street Address: City State/Zip: 201 S. Jackson St. Seattle WA 98104 Fax #: ( ) 206 684 -1900 Contractor: Phone: ( ) 0 Sewer Street Address: City State/Zip: Fax #: ( ) Phone: ( ) Street Address: City State/Zip: Fax #: ( ) Phone: ( ) Street Address: City State/Zip: Contact Person: Gerrie Jackson Metro KSC —Tit -0431 Phones (206) 684 -1334 Street Address: City Stat ip: 201 S. Jackson St. Seattle, WA 984 Fax #: ( ) 206 684 -1900 MISCELLANEOU1 PERMIT REVIEW AND APPROVAL RE • (JESTED: (TO BE FILLED O RYAPPLICANT) Description of work to be done (please be specific): Install temporary 10'x 42' office trailer with ramp and foundation. Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ❑ no Attach Ilst of materiels and store e location on se arate 8 1/2 X 11 a er lndlcatin uentitios & Materldislety Data Sheets Above Ground Tanks Antennas/Satellite Dishes Bulkhead/Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Wousin •Replacement only 113 Parking Lots CI Retaining Walls ��tlr Tempora Facilities DI Tree Cuttln Channo) Izntlon/StrlpIng ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt If ❑ Water Meter /Permanent ❑ Water Meter Temp #!,� ❑ Miscellaneous APPLICANT RE VEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS Curb cuVAccess/Sidewalk Fire Loop/Hydrant (main to vautt)N: Size(s): ❑ Land Altering: 0 cut cubic yards 0 FIII cubic yards sq. (t.grading/ctearing ❑ Sanitary Side Sower N: ❑ Sower Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public wets): 0 Deduct 0 Water Only Size(s): �. Size(s): Est. quantity: at Moving Oversized Load/Hauling Schedule: MONTHLY SERVICE BILLINGS TO: Name: 1"---" 1 Phone: Address: City /State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Address: AIMOMPINIIP City /State/Zip: 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 acce.ted: +et 9/9/99 miscpnu.doc Date application eCe/5 �.o ego Applicat���( (initials) tt 0 zp 8 tij LL� y 411 Afl.S( I/ I A,NIO(JS PIRA T APPI ICA TIONS MUST SI SUBMI T TE, ITH TIIE EOL_IOWING: > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN •t r )' , tt *U'�Ii i6P(4:i�P A'ND UTILITY PLANS ARE TO BE COMBINED ➢ afARt.tittfCTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ k o . 1 1 \ 1 I l \ I ' I ' I I ( -\ I I( \ \NI) RI (p J110 I) ( }II( kl II I OR v Aboe Ground Tainks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio ofheight to diameter or width which :exceeds 21 Pt 10,1I I RI \'II VV Submit checklist No: M -9 ❑ . Ailitennas /Satellite Dishes - Submit checklist No M -1 ❑ • eulkheid/Dock: _ Submit checklist No M -10 © Comm rcial ReVnof: : Submit checklist No M-6 ❑ ; Derfiolitiori ; Submit checklist No: M -3 ❑ ;Fils -Over 6 feet irrl • Height Submit checklist No: M -9 ❑ ' Land -Altering/Gradit►g/Preloads ..Submit checklist No: M -2 Miscellaneous:PUblic Werks°Permits Submit checklist No: W-9 ❑ ,ManufecturedfHousin (RED'INSICNIA ONLY) ' 'Submit checklist No: M.5 ❑ Movh►g Oventa&Ltiad/Hadling Submit checklist No 'M -5 ri Parlting°Lets ';. :. Submit checklist No: M-4. ❑ Retainlilt:Walls.Ov r 4'feet in height Submit checklist No: M -1 ❑ 'Ten porary Facilities Submit checklist No: May ❑ Submit checklist No: M -2 Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H-4, "Affidavit In Lieu of Contractor Registration ". %11�In ;Orvn. /Au fhodit rd Ajent It the applicant Is other than the owner, registered architect/engineer, or contractor Iicen By'ith&State of Washington, a notarized letter•(rom the, property owner authorizing the agent to submit this ' ', ita •Iicatlon andObtalnthe •ermlt'will be re.ulred.as •art 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 /Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. i(l�.jly.11;Id22,11r OR AUTHORIZED AGENT: '� . _ Date: /Y .1,c+a .- li:` - .-. Phone: (304 i 4 ., i 33 4 Fax #: (.3404 ( 4,4y - i e-o Address: JA L City /State/Zip: --�� 49 49e, 0 c 9/9/99 ndscpsolduc �+•.r L: t sArG City oflukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 Parcel No.: 7340600421 Address: Suite No: Applicant: KC METRO SOUTH BASE 12100 EAST MARGINAL WY S TUKW Receipt No,: R020000887 Initials: SKS User ID: 1165 RECEIPT Permit Number: MI02 -066 Status: APPROVED Applied Date: 05/15/2002 Issue Date: Payment Amount: 185.75 Payment Date: 06/27/2002 03:17 PM Balance: $0.00 Payee: KING COUNTY METRO TRANSACTION LIST: Amount Typo Method Description Payment Chock 4089 ACCOUNT ITEM LIST: Current Pmts 185.75 Description Account Code BUILDING - NONRES STATE BUILDING SURCHARGE 000/386.904 000/322.100 181.25 4.50 Total: 185.75 .f..: 1 / -1 TOTiq 74 Printed: 06-27-2002 doc: Receipt t City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: Address: Suite No: Applicant: 7340600421 12000 EAST MARGINAL WY 5 TUKW KC METRO SOUTH OPERATING BASE RECEIPT Permit Number: Status: Applied Date: Issue Date: M102.066 PENDING 05/15/2002 Receipt No.: Initials: User ID: R020000648 SKS 1165 Payment Amount: Payment Date: Balance: 117.81 05/15/2002 10:24 AM $185.75 Payee: KING COUNTY TRANSACTION LIST: Amount Type Method Description Payment Chock 4068 ACCOUNT ITEM LIST: Description Current Pmts 117.81 Account Code PLAN CHECK - NONRES 000/345.830 117.81 Total: 117.81 : )5'1, TOTAL 471. ,24 doc: Receipt Printed: 05.15.2002 } INSPECTION REC6.46 Retain a copy with permit INS • ION 0. PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20. 4 1. 670 Ei i i.0 1 • Ype o nsp Ion: i• a Gate Ca ed. truct ons; . : ,m; ` coaster: . infitt 4/A,P40-el. h •o No. pprovod per applicable codes, Corrections required prior to approval, A grAnt°11")."1111 $47,00 REINSPECT$ON F 'REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection, GARRISON ENGINEERING CORPORATION STRUCTURES ♦ CO, • STORM DRAINAGE MECHANICAL ♦ HVAC • INDUSTRIAL 806 Metcalf Street, Sedro- Woolley, WA 98284 Ph060- 856.2121, Fax 3604855.1658 STRUCTURAL ANALYSIS, Gravity And Lateral Analysis, ADA Access Ramp For: Heritage Modular Co, 80 Glacier Park Drive Camano Island, WA 98282 GEC Job Number: 200300 January 191 2001 brny r.r� ,al..,tisp.et.." [EXPIRES 8/30/OL I(Z9 V! RUCEIVEU CITY OF TUKWILA MAY 1 5 2002 INDEX: Design Sketches. Pages 8K1— 8K2 Manufacturer's Data. Pages M1 - MS Callouts for Design Sketches. Pages B - C, (Reference Design Sketches) Specifications. Pages D - E Calculations. Pages C1 — C19 Total Number of pages excluding cover sheet: 29. d ,tes. �l el ers: pI;RMIT crNTI.R • Garrison Engineering Corporation (GEC) takes no responsibility for items not specifically addressed within this report set. • This report Is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound, Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). jfg200300Callouts1.16.01.doc frWO2'O c SEE DETAIL 'Be FOR HANDNOLQ DETAIL LENOTH VARIES 3/4" I • . 1 § VI ► j, ii _ NIL? • • ANOLB BRACKET 6' / i ) 19 11 i / (i; t�3 latonnumummuum",'IIIIIIIIIIII 12;1 MAX SLOPE LENGTH VARIES MAX 1101 1/2' pf OFILE VIEW (INSTALLED) SEE DETAIL 'A" LEVEUNG FOOT DCTML 'U' 11 4' -0 3/4' I3' -II 3/4' -- — • -13' -1 13/ 4' .>_.__ -,m,- 6 3/4' -.�� $.7 1/71, ..� -.- .�m- ._.1'- 6 SOW -.1 1 /l'(1YP) 5CC PETAL fOR 1IAN01I OCT" r1 I /9'(ITP1 4. wwr i 3/4' 3/4111P) ELIaLLAIEW �1H\I\I\Iti\i\IM\i\I\I\I\III1I\I\I ���������i�i����ii�' �' � � '�i���'�ii� �'�i��i�i1 {'(ITP) 4 AHG/t ONACAt 1 3 •AP 0O4.I6 n -. 1 3:1 MAX SLOPE {' ? 1 /16'• {' S 1/r P. 11.E...YIEW.- (11151 MIC R ) SITE OEIAIL ttV%AUI1 1001^ — -- —w.wwra.' Willi �r� �I `M laoori i • •Tr;;x,'•.•.,,•. r . �.,. • , w w...+ ....•-,.. r ww W .r oo 1. W w ,w .. TOM COYt.E ADA AOO656 RAMP _ .. .+- ^.�.....�......... . .. , ..-. . .— . :�......... ., . y'. ' ,"'•, '"' _ KIM) 1 NK 200300 ttftl., ..nor., «o»Iww AIL. OF 1 L w NR rr. Ot..rOl Ye wvK>t �N'Kw —.L. 1 . ueo U/ uu ue: yea SCNT 9Y: 1VE81NEL0 CORP.; 'H' 1-1471c- names L.uyie 1 3e0 829 A68A; .20U -4t! I -ddZO DEC -5.46- ,18:03; PAO! 1 p.4 _ mi 11' 1 ��!�' agit urveyors & A„ngineers 806 Metcalf St, Sedro•Wooley, WA 98284 (360) 856.2121 Fax (360) 668.1658 • r•••a.ara• aai.rw some, a <-.. S. r- joe On O c SHEET No., `n ,'.. ff OF, CALCULATED 8Y OATE. 17 / d** / CHECKE0 8Y, - . - DATE. SCALE rcalep • .i .T Acricw.. maxAgo P'irllr 5 i r+r.� - ia,..a+.� -.� ae ..s...', an •*M� nsua, :sr.•..s. f� *+•..ae..r.., a rr .. ., ea.( . a-rr,a. -.. *VW r. :e :. sr. • c.. • ..:+.:,.►,.acv rt soar ./.., r es *N aa e7n + ir . e • rr f ase+a �a•a�'i aar,:,r area•. ,a..,...S ,c, ,r� c . .e ec.,,.„„,...4..._; vnr+a....r�...r,epa :•a r,.............4 r*Na,.rr.enaea� �a.r 'j.ree�*N'eae .e. ri +.e.+.ser. ear 7, •rr s+ r :.*Nre f • M !Gice ge,6c "L:X- i J /dip "Ac s2 • mamami 81.1airIt YY) 3 fax transmittal TO: Tom COMPANY: ANIMINIMMOIMPIIMM011.1118111140...... MAMMY FAX: _ ( 360 ) 347.2298 DATE: LEAD : 11/8/00 ENGINEERING SERVICES NOM' ad tables aer your ro uest. from the desk of: Tom Allison Engineering Services Manager GS Metals Corporation (800) 1161.9341 or (618) 3574479 (direct line), (018) 357.4495 (fax) 1ACI L,No v ,'.�.,(,.. TRACTION TREAD LOAD TABLES Plink Description Plank: Traction Tread 1Mdth; 12" Gauge: 11 OA 7" Channel HaLahl 8e: 0.541 In"3 Mmax: 10690 b •h 2"_ ChMI 1 H teht 2'4 0 D 4•'O izistraumaithabbi fie: 0,3310 k1A3 Mmax: 6641 tboln • 8'-0 • -1Y13---711- ^ 44 N['.Ii:Y* 44 286 198 146 111 e8 71 _.116 0.7 8 � --rt1e ow- —C-4-65- 1.833 2.313 2.864 1782 -- 1 Ali . T�- d9r 609 445 306 356 0.092 r2- r2 367 0 573 0..... 8 6 1,wr 1.486 1 e6i- 22 01 1o1/2" Channel wow 3'00 3'04 11 C D Notes: 441 4'00 • • • • 1090 0, 44 N['.Ii:Y* 273 174 O.630 121 . 93 69 X024 88 64 44 . 2.121. Z�3 2„.85 242 ...... 2,148 3_,�3 31315 ' 19 2.052.— 'y' ' kT • • �Z_ 36 311 ' .108 ' .239 0. O. • • 3 0.Q66 1.299 1,607 U ■ Uniform load, pat C e Concentrated lad, Ibs D • Deflection, In, 1.) Altamonte loads are bared on the is s;t edWon of A181,1956 Edition w/ 12111188 Addendum. 2.) This table is a theoretical calculation of the allowable loads and deflections for the specified spans. There are no test results to verify the actual load carrying capabilities, This labia should be used as s re /erenca only. 3.) loads and deflections era based on side channel deflection only, and does not account for strut loading of the grating surtaoe, ,4$ ig TRACTION TREAD WAD TABLES ' Plonk Dasarlpllon Plank: Traction Pad MAdlh: 12" Owls: 13 OA 0' Channel s* 8 : 0.21 InA3 Mrnatc 6335 lb•kn Z.Chanogibighl V4 V4 0 a D 4.4 t.t/r chantliiii41111 He 0.1740 InA3 Must:. 3438 Ib•in fro 7' 6'4 10'0 181 268 142 _______ 1 09 ___ '"'i"s o: .. —nil 44'. VA— 1 Sze 0.067 —.TM 6.120--0.320 . d 61— ,5 (-13r0 693 0.864 3686 Mr 26 2. 2 ._. 0 732 186 M 0 428 1.143 .1 0. 0, 2 ' ON.... 0.660 t...112_CbMai l,M%ht !'•0 3'-0 u c D Nolen: 4'•O 814 7'•0 10 %0 673 268 43 02 BFI 30 • .1$ ... 23......., 01071 . ,.43I " o, • 0.864 .116 Mr 5 3 T" 9 1 .143 127 ' 16 0.. - . ace 0. 23 ',346 ,.60 0.663 0.6112 - -VII 1.3941 u Uniform Load, par O Concentrated Load, Ibs D . Deflection, In. 1.) Allowable loads are based an the latest *Alone, MI, 1908 Edition wt /2/11189 Addendum. 2.) This table is a t ios Uc I calculation of Una allows* bads and deflections for the *pacified spars. There are no test results b verify the actual load carrying capabilities. This labia should be used a a reference only. 3.) Load* and deflections are bald on Ado channel deflection only, and does not account for strut loading of the grating surface. GARRISON E ,GINEERING CORPORATII.e 1 806 Metcalf Street, SedraWoolloy, WA 98284 Ph.360- 855.2121, Fax 360- 8554658 STRUCTURAL CALLOUTS: 1. GENERAL. 1.1. The following Callouts are keyed to the structural sketches herein. These Callouts must be implemented in conjunction with said sketches, and the Standard Structural Specifications which follow these Callouts. 1.2. The scope of work of Garrison Engineering Corporation (GEC) is limited to a gravity and lateral analysis of the component items of the ramp and platform. GEC takes no responsibility or liability for items not specifically addressed In the calcs, sketches, or call -outs. w 1.3. Analysis of the members and system was performed with a maximum live load of 100 psf. Allowable snow load varied based upon the given member's properties. 1.4. Seismic analysis was performed based on a zone 4. 1.5. All analysis was performed in accordance with the 1997 UBC. 2. SUPPORT RAILS, 2.1. General. The support members will be extruded Aluminum in accordance with the attached specifications. 2.2. Members. Member analysis performed on sections as supplied and shown on sheets M1 and M2. 2.3. Ramp Anchor Angle. A 1 1/2" equal leg angle, 1/8" thick is to be placed over the ends of the ramp planking and secured to the rail support as shown on sheet M2. 3. PLANKING. 3.1. General. All calculations based on GS Metals toad tables for Traction Tread planking, see M3 -. MS. 3.1.1. Ramp, All planking analyzed for 1 1/2" deep are suitable for 100 psf live load alone. 3.1.1.1. 11 gage. Suitable for 100 psf snow load alone. 3,1,1.2. 13 gage. Suitable for 55 psf snow load alone. 3,1,2. Platform. All planking analyzed for 5' clear span, and anchored with screws to resist lining only, are suitable for 100 psf live load alone. 3,1.2,1. 2" deep, 3.1.2.1.1. 11 gage. Suitable for 100 psf snow load alone. 3.1.2.1.2. 13 gage, Suitable for 55 psf snow load alone. 3.1.2.2. 1 1/2" deep, 11 gage suitable for 70 psf snow load alone. 4. COLUMNS/LEGS. 4,1. General, 4.1.1, Legs to be 1 1/2" square tube, 0.120" thick and 4' maximum length, 4.1.2. Ramp analysis performed to account for 1:12 down slope and level ground. 4.1,3. Leveling feet assumed to be placed on suitable firm ground (min, bearing capacity of 1,000 psf) or temporary footing resulting in a pinned connection, unable to resist moment. Feet likely to displace during severe lateral loading. jfg200300Callouts1.16- 01.doc B GARRISON E -.'3INEERING CORPORATIL . 4 806 Metcalf Suet, Sedro- Woolley, WA 98284 Ph.380- 855.2121, Fax 3604554658 4,2. Platform. Legs. suitable for 100 psf live or snow load, not both, including earthquake load. 4.3. Ramp. Legs suitable for 40 psf total live load in a zone 4 earthquake loading. Legs are okay for 100 psf live or snow load, exclusive of the other load, without lateral loading. 5. HANDRAILS. 5.1. General. Use 1 1/2" square tube, 5/32" thick walled, minimum, for posts and horizontal rails. 52. Anchors. 5.2.1. Secure posts to support rails through 4 "x3 "x1/4" anchoring plate with a minimum of two 1/2" diameter, grade 5, zinc coated bolts. Solt spacing to be a minimum of 2" apart. 5.2,2. Secure planking through the support rail seat with a minimum of 2 — 7/16" diameter grade 5 bolts, at each plank end, in the vicinity of the middle hand rail post of the ramp. 5.23. Welding. All welding of members and anchor plates to be performed in accordance with Specifications. All welds to be full fillet welds. As jfg20030OCallouts1.16.01,doa C GARRISON E( ..INEERING CORPORATIO. 808 Metcalf Street, WA 98284 Ph.360- 855.2121, Fax 3604554658 STANDARD STRUCTURAL SPECIFICATIONS:, 1) APPLICABILITY OF THESE SPECIFICATIONS: a) These specifications shall be adhered to for all work addressed in this report. b) Some sections of these specifications may not apply to the scope of work of Garrison Engineering Corporation (GEC). Use of these specifications for work outside of GEC's scope shall be at the sole risk of the Contractor. 2) LIMITED SCOPE OF GEC'S WORK: a) GEC has analyzed only the platform and ramp as individual and stand alone items. Both component's handrails were reviewed for adequacy relating to prescribed lateral loading conditions. b) All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of GEC, 3) VALIDITY OF CALCULATIONS: a) Those calculations, sketches, notes, and specifications are valid only for the project indicated herein. These documents are not valid, and shall not be used for any other project. 4) COMPLETION OF GEC'S CURRENT SCOPE OF WORK: a) Submittal of this report to the Client completes the present scope of work and budget of GEC for this protect. All other consultation, design, calculations, sketches, Inspection, etc. after submittal of this report shall be billed on a time and materials basis at GEC's current fee schedule. S) SHOP DRAWINGS: a) GEC recommends that the Contractor or builder submit shop drawings to GEC for review and approval prior to fabrication and erection of the structural aluminum portions of the protect. Such review and approval of shop drawings is beyond GEC's current scope of work. 6) INSPECTIONS: a) GEC recommends that the Contractor, Builder, or Owner retains GEC to provide on -site Inspection services of the items which we analyzed 1 designed. It Is the responsibility of the Owner, Builder, or Contractor to arrange such inspections. Inspection services are beyond GEC's current scope of work. 7) BASIS OF DESIGN -- APPLICABLE CODES: a) This design is based on the UBC, 1997. All construction shall adhere to the minimum requirements of the 1997 Uniform Building Code or other Jurisdictional agency. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used safety provisions employed, and the finished as -bulit condition of the structure and related systems. jrg200300Catloutsl •16.01.doc D 1 �e. • GARRISON E�..GINEERING CORPORATItrol 806 Metcalr Street, Sedro- Woolley, WA 98284 Ph.360- 855.2121, Fox 360. 8554658 8) STRUCTURAL ALUMINUM: a) General. All fabrication and erection of Structural Aluminum shall comply with the requirements of the Aluminum Specifications. It is recommended that shop drawings be prepared under the supervision of a Washington State Registered Engineer, and should bear his stamp and signature. b) Materials. All materials shall comply with the following standards except where noted otherwise. Extrusions, angles, channels, tubes and plates: Alloy 6063 -T5 (F,y •16 ksi) or better. c) Welding. All welding by a certified welder. All welding to be in conformance with current ANSI / AWS D1.2 code using 4043 filler or better. All base plates, beam end plates, aluminum end connectors, stiffener plates, and bent plates at column ends shall be shop fabricated unless otherwise noted or shown in the Plans or structural sketches. Weld size shall be equivalent to or better than the element being welded, and shall be welded all around unless otherwise noted. Care shall be taken to avoid excess warping of welded elements. d) Bolts. Bolts to be ASTM A325, or Grade 5, unless otherwise specified herein or on the sketches. Provide locking washers under ell nuts and anchor bolts, unless specifically prohibited elsewhere. _J jfg200300Caliouts1.16.01.doc E a f kagit rveyors angineers PLANNING • SURVEYING • CMI. • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855-2121 Fax 360- 855 -1658 E -Mail. sse ®lidalgo.net JOE , (;1, 1 'e- ` Ar..Q SHEET NO. —** SA _ OF CALCULATED SY . 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F 03161. 8d. trrc G 3223202400 1 1 t r/(�� ��cag�t ii�Ifi�nreyors & -ff'ngineers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf Sr., Sodro•Woolley, WA 98284 (360) 855 -2121 Fax 360 - 855.1658 E•Mall: sseONdalgo.net so. II SHEET NO. C44--- or CALCULATED BY -- OM CHECKED BY - - DATE SCALE r; j ka lorr4 D %c .+ }� �s 4 24( Ar /(x z +is .,z(y)( :a r,o c s :-+ £,2Jo(s )(3 4. 752-0 Its t\tis C ysiv 't. 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Nix 3210240 t ig air wilvaglIS `` rveyors t - Engineers PLANNING • SURVEYING • CIVIL • S1'RUC7UAES • MECHANICAL • INDUSTRIAL 806 Metcall St., Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360-855-1658 E -Mail: sseefidalgo.not JUB ••— t _ 9 1 N w.60 ".44 VI sHeEr No. . CALCULATED SY CHECKEDOY SCALE OF DATE rtioo 1" ( 2(t'i (3a44' clioo kits /61.- 04'56) ata b Vi % Z Ks r 13.r " o &o . .70.1 kat' 30.rrers.410,.J. ~ sts rival- rig ° le s. ,,`` %v ,o 1 / 0 .VCi 0 �'I!S'. 0.25 +145"4! 644 A da4r. As AA a f S/ie �,�. s •o /k /16' • 4.S" Ks,. Atm ' z0.03k sQ. 'A 40:217 �S • ,d`1.;.ficr $ r6 (27;4e.' 4e. N 0,17(0-.ispV = Ot(do sP /Ai ;/'t'ieva- 2 d' z5 3 (**1 -4024•01V1‘) ,Resritoon, //007 Ot r-St b Rook. Call NU$ CUSTeiM"printing serve Mix FREE 14070+I1-4377 Nfes Y+w P.+aoao.pR Mn 034$& arOarcagii ,Vbwrveyors & Ynglneers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360 - 855.1658 E -Mail: sse 0 fidalgo. net JOB SHEET NO "1"° CALCULATED BY. CHECKED SY OF DATE DATE SCALE AIM 4.01:5 e C • , 4/6 .11 ter, 2%, onhol' r/iv o-r 5E c d-nzod Lb 4 it*,,. -7:71°C,4, /.� r.` geferrA,P "/ 4-47c l- f yefa.4.4 : C t 544.94 v. Prot; 1 71,44; CNNt2 — ye.) ! P, /5, 4000 5..AA'd& �'* /bk :s` (ram A3G) 4140 31%.0 O,Sto so, 14 1 ., 44' (cetvi t• AP S 43ti et k e c) ` S1%L/ Ch �lrA (Oat) a, 0��� • (Ate 06 ' fS 9us.. -ry *A" gez.-rl OC:4) •n41 o T" UO 5711 CIPece$ S k3R07066.' .6 0, / Z. rh i N (A/v.41 s e 'f y3 ,11 u, //, 5" ks1 1_4/9' M'�l' 0"6 .••••••■=.NMM=In. hoar cmNEMS CUSTiM- printing service 7OU.PREE 1.ao0.0.w NEU Ina. Pwaoaa5 * oa+se. Rd- Na a 325IO:460 aoroKagit . rveyors !. Whglneers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 508 Metcalf St., Soft-Woolley, WA 98284 (360) 855.2121 Fax 360455 -1658 E -Mail: sse*Bdalgo.net JOB SHEET Ho. or DATE CALCULATED SY CHECKED BY Ogg . . SCALE !, '-i 1 < ,� 0. j . r.,, ki 1,4 (.17:1'.\M -.o o gr err4 -h grtif4re- t,41 t P'„*Zn., Li( (IV: G. G kl: 1414%13 Sr '-A.4: ': c� Co ka ge1,4 441 AAA ii6 Otl. • 3I!o'Airs tl` (44:-" °otr. 7 ` ,per. c.A• 6/.11 N), File: M102-0066 35mm Drawing #1-5 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -066 DATE: 5 -15 -02 PROJECT NAME: KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: 12100 EAST MARGINAL WY S XX Original Plan Submittal Response to incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Ali 13uildin vision Fire Prevention Public f s 6.-10 -0 Structural 5wI1� r] tat) .rt•dl. P lERMINATIO.N_+ F CO_MPIETENESS: (Tues., Thurs.) Complete 13' Incomplete ❑ Comments: I'lann n nivisidn if 1 t � t °(j to Permit oordin° a r DUE DATE :___. ,16.70 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED :. TUES/TMURS ROUTING: Please Route (Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: 4111=.— f f QYALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: PERMIT COORD COPY Documents/routing slip.doc 2.28 -02 } PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER:. . MI02 -066 DATE: 5 -15 -02 PROJECT NAME: , KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: 12100 EAST MARGINAL WY S XX Original Plan Submittal Response to Incomplete Letter #, Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ DETERMINAT1O. QLCQ (Tues., Thurs.) Complete ‘jii( Comments: Incomplete ❑ DUE DATE: Q Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials :. TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required to REVIEWER'S INITIALS: DATE: APPaQVCORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: __ Approved with Conditions DUE DATE:. Not Approved (attach comments) DATE: ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections; Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Do umentshouling slip.doc 2.28 -02 PERMIT NO.: M�l0.2 -ea BUILDING PERMITS IINSPEC'MONS 1 2 Pre- construction 3 Investigation 4 OK to Occupy 5 Remove Stop Work Order 6 Follow -up 7 Pre -Move Inspection 50 WSEC Residential 60 WA Ventilation Indoor AQC 70 NLEA Inspection/Modular Struct 71 Mobile Home Tie Down Imp 72 Marriage Lines 90 Regal 3 Footing 100 Foundation Footings 200 Foundation Walls 250 Foundation halation 300 Concrete Slab/Slab Insulation 350 Crawl Space 400 Sher Wall Nailing 450 Plywood Wall Sheathing 500 Roof Sheathing Nailing 525 Plywood Deck Nailing 550 Exterior wall Sheathing 600 MMOtuy Chimney 610 Chimney Inualtatio&All Types 700 Priming 750 Roofl'Celiing Inwlation 100 Floor !emulation 101 Wall Insulation 102 Exterior Roof Insulation 103 Gluing Inspection 815 Lighting and Controls 900 Suspended Ceiling 000 Interior Wallboard Fastening 001 Exterior Wallboard Fastening 110 Pre -Move Inspection 115 Motor Inspection 120 Pre-Demo 140 Pre roroof 400 Flnal•Flre 700 Final Building 900 Final !Woof 3100 SIII Visit 4000 Special-Concrete 4001 Special Bolts In Concrete 4001 Special-Mom/Resist Conc Frame 4003 Special &del Steel Prestress 4004 Special- Welding 4003 Special - High - Strength Bolling 4006 Special-Structural Masonry 4007 Special •Reinf Oypeum Concrete 4008 Special • Insulating Conc Fill 4009 Special -Spray Fireproofing 4010 Special - Piling, Piers, Caissons 4011 Special•Shotcrete 4012 Special - Grading, Excav/Fill 4013 Special - Retaining Wall 4014 Special - Panels 0 4015 Special -Smoke Control System Progress Inspection Status TENANT NAME: X C.�e�y eff•,•> JT1L, CONDLTIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division ❑ 10002 Plumbing permits shall be obtained through King Co 10003 Electrical permits obtained through L & f 10004 All mechanical work shall be under separate permit 0005 All permits, insp records & approved plans available ❑ 10006 All structural concrete shall be special inspected ❑ 10007 All structural welding shall be done by WABO certified inspector ❑ 10008 All high - strength bolting shall be special inspected ❑ 10009 Bolts installed in concrete shalt be special inspected ❑ 10010 When special inspection is required...notify Tukwila Building Division ❑ 10011 The special Inspector shall submit a final signed report ❑ 10012 Any new ceiling grid and light fixture instillation ❑ 10013 Partition walls attached to ceiling grid 10014 Readily accessible access to roof mounted equipment 10015 Engineered truss drawings & ales shall be on site 10016 Any exposed insulation backing material shall have ❑ 10017 Subgrade preparation including drainage, excavation ❑ 10018 A statement from the roofing contractor verifying fire retardant class of roof 10019 All construction to be done in conformance w /approved plans 10020 Structural observation shalt be provided for this project 10021 All food preparation establishments must have King Co 10022 Fire retardant treated wood shall have flame spread of 10023 Notify Building Division prior to placing any concrete 10024 All spray applied fireproofing shall be special inspected 10025 All wood to remain In placed concrete shalt be treated 10026 All structural masonry shall be special Inspected 10027 Validity of Permit 10028 Rack storage requires separate permit f10030 No occupancy of building until Mal Insp by Bldg Div 10031 Comply with requirements of TMC 16.04 10032 Remove all weeds, concrete, stone foundation, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ 10035 Contact PW Div to obtain Insp for water /sewer connect ❑ 10036 Manufitcturers installation instructions required on site ❑ 10038 A C of O will be required for this permit ❑ 10039 Final approval for all T1 w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC ❑ 10041 Ventilation is required for all new rooms & spaces ❑ 10042 .Fuel burning appliances ❑ 10043 .Appliances, which generate ❑ 10044 Water heater shall be anchored ❑ 10045 .Rcroof ❑ "Anchoring — All new construct and substantial improvement shall be anchored t • pre ent flotation" Plan Reviewer: Permit Tech: Date: 02 Date: r �� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -066 DATE: 5 -15 -02 PROJECT NAME: KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: _ 12100 EAST MARGINAL WY S XX Original Plan Submittal Response to Incomplete Letter #, Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention Public Works ❑ Structural Planning Division Permit Coordinator 0 0 PITJRMINATI .OKOLC_OMPLEJEN.ESS,: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE :_,_- 16 -QZ_� Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:_ Departments determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: 62PRQVALS QR CQRRCTIQNS: Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions '56 DUE DATE:, __'H.192 Not Approved (attach comments) ❑ DATE : S yf )- �— Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW ❑ Staff Initials: Documentshouting slip.doc 2.28-02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -066 DATE: 5 -1502 PROJECT NAME: KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: 1.2100. EAST. MARGINAL WY S XX Original Plan Submittal „Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ J NA.TLON_OLCo jeLETEN.ESS: (Toes., Thurs.) Complete ef Incomplete ❑ Comments: DUE DATE: 5- 16802_ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined Incomplete: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required e REVIEWER'S INITIALS: DATE: _ _1..I( dG?�?r titeRQYALS QR CQRREC.TIQNS: Approved ❑ Approved with Conditions 0 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE :____._...'13702 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials; .. , Pocumenlshouling slip.doc 2.28-02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -066 DATE: 5 -15 -02 PROJECT NAME: KC SOUTH_ OPERATING BASE TRAILER SITE ADDRESS: 1.2.1.00. EAST MARGINAL WY. S XX Original Plan Submittal Response to Incomplete Letter #,,,,�__ Response to Correction Letter # Revision # After Permit Is Issued ,DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ D IERM1NATIOI O ILETENESS: (Tues., Thurs.) Complete ❑ Incomplete ❑ Comments: DUE DATE: -16.2 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: OF COMPLETENESS MAILED: Departments determined Incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Si Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: ,� DATE: AU Q11 QRSQRRECTIONS: Approved ❑ Approved with Conditions Er Notation: REVIEWER'S INITIALS: DUE DATE: __ -1 -Q2 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: Documents/routing sllp.dpc 2.18.02 ;; + •.1 ; , a. ,• 1.4 , REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REO /ST, # EXP. DATE, CCOI. WILLISI021LP 04/18/200. r ' EFFECTIVE DATS 06/17/1998��s' 4ILL!AMS SCOTSMAN INC ill ' 14407 SMOKEY POINT BLVD ±�. Aril 2 3 MARYSVILLE WA 98271 • . 1 • • .•, ,u•+ ' • 1 •1 It 14 14 i . 1 l& I I, .1 1 I • r• •. •4 N • • • •• • • ** TOTAL PAGE.02 ** et �e Og Balance Due: $ 854 16' Need Current Contractor Registration Card: Need to Enter Contractor information in Sierra: ill Yes DNo Yes DNo City of Tukwila Fire Department Project Name Address /f" C) TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r° /4/go J�44.1 c• s Steven M. Mullet, Mayor Thomas p Keefe, Fire Chief Permit No. ) � r:. r (r Co 1j r1te: .T ., Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Suite # Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: —11.64001mf .m/et: IMMIIMEW■t■NINONA.MIP. .101•1001! Authorized Signature FINALAPP.FRM IA 4" Rev. 2/19/98 /ex S. C/ ?0/0 7.1... Date T.F.A. Form F.P. 85 Headquarters Station: 44414ndaver Park East • Tukwila, Washington 98188 • Phone: 206. 575.4404 • Fax; 206.575.4439 File: MIO2 -0066 35mm Drawing #1 -5 I 1 i 0 Inch SL Vl El i,t t: i), v L L � I • 6 FILE Coy= I understand that the Plan Check approvals are subject to errors and omissions and approval oJN plans does not authorize the violatill n of an adopted code or ordinance. Recerof cpti= tractor's copy of approved plan) 1cr ledged. > +� / , , ,' :1 , C , L- qn C -I EXISTING ; :' GENERATOR - o; j REF ELEC DOUBLE STACKED - ONTPACTOR TRAILERS By Date L. Permit No. gslloNr1”,14FOI1”,,, IEa SHALL BE MADE Q.E. OF WO II OUT PRIOR . / L, OF TUKWILA WILDING D.I 'IL�; ,;i a �' \''IM+ f+�9 u AM A #W `� WW1* J�OvOvOvOvOvOvOvOvOvOvOvO�� ,0 0 b 00 000 0 0 0 00 >% > > >00 i CONTRACTOR STAGING AREA 'REQUIRED FO VrOOFt N1 g ,' / L -I f i i i+ L IT AA- /--- -- j`— PLiiii,:•866 I ' 1 I rj GA a PIPING BATHROOM TRAILERS SCALE 1/4•=1t0" BATHROOM TRAILERS: VM " (NIC) TRAILER STAFF 1 , ` I , 0N.,‹ 0< 00< 00< 0< 00< 00< 00< 0< 00< 00< 00< 0< 00< 00< 00< EXISTING 00( ( CROSSWALK ♦..-.( ■ • ir la Noy • ,� ♦� ♦ \ \ \\ ♦ VEHICLE MAINTENANCE BUILDING ;III 1 ; , i I I 1 1 i._ BUILDING ADDITIONS RECEIVED CITY OF TUKWILA MAY 1 5 ZOO? /IL,. .141CYJi I i I 1 7 VISITOR T do STAFF' PARKING t.. 1 I � is / ! 1' •,.` `mil" l ` 1 i i 1 1. TRAILERS TO BE ADA COMPUANT W/ RAMPS & RAILINGS PROVIDED & INSTALLED BY CONTRACTOR. 2. TRAILERS SHALL MATCH FIXTURE COUNT OF EXISTING FIRST FLOOR BATHROOM TO BE REMODELED. 3. TRAILERS TO BE SECURED BY TIE DOWNS COMLIANT W/ UBC - REF STRUCT. 4. TRAILERS TO BE CONNECTED TO EXISTING SEWER, WATER & POWER - REF CIVIL, MECH, ELEC. 111 + I 1 : 1___i it t / 1, PERMIT CENTER H P, AO 4 PE' . TION DING ♦.♦.♦' .. . _At& _ . . _ _ . 01_ €3 , 0 + 0^0^0^0 0 00 C ASTIN6 `AREA CLERR[D 8t ' A A 1 6060 0 CROSSWALK LEVELED FOR (2) ADA �• s...,...... ..,,,..,PORTABLE TOILETS f '`•.•. r lr - - - l CONTRACTOR' .''^„E J ill_ .... _ .... .....n J . "". +-- .� , OPERATIONS BUILDING STAFF TRAILER (NIC) r. V OPS BUI / (STAFF ♦ TRAILER NIC) • / EXISTING TRANSFORMER - '.. REF ELEC ELEC TRAFFIC FLOW ISSUE_ BUS & PEDESTRIAN SAFETY z f xA-- — K—�, —K :RAL PHASING NOTES: 1. THIS DRAWING IS FOR GENERAL PHASING INFORMATION ONLY. REF ADDITIONAL DRAWINGS FOR SPECIFIC SCOPE OF WORK. 2. REF DEMOUTION DWGS FOR EXTENT OF DEMOLITION 3. REF PHASING DRAWINGS FOR EXTENT OF ARCHITECTURAL. MECHANICAL, & ELECTRICAL PHASING. 4. FIRE LANE TO REMAIN UNOBSTRUCTED AT ALL TIMES. 5. REF SPECIFICATION 01100 SUMMARY OF WORK FOR MORE COMPLETE DESCRIPTION OF PHASING REQUIREMENTS AND FOR PHASING SCHEDULE. 6. REF SECTION CONTRACT TIME AND SEQUENCE FOR THE BEGINNING AND COMPLETION DATES FOR EACH PHASE. 7. THE BEGINNING DATES FOR EACH PHASE REPRESENTS THE DATE WHEN THE AREAS OF WORK WILL BE AVAILABLE FOR THE CONTRACTOR TO BEGIN WORK INCLUDING HAZARDOUS MATERIALS ABATEMENT AND SELECTIVE DEMOUTION AS WELL AS WORK AT THE ROOF LEVEL FOR ROOFING, MECHANICAL AND ELECTRICAL WORK. 8. PROVIDE TEMPORARY BARRICADING, EXITWAYS, FENCING AND OTHER DEVICES TO PREVENT INJURY OF BUILDING OCCUPANTS AS WELL AS TO PREVENT OCCUPANTS TO ENTERING CONSTRUCTION AREAS. REF DIV 1 OF SPECIFICATIONS. 9. PROVIDE TEMP POWER, HEAT OR OTHER SERVICES TO OCCUPIED AREAS DUE TO EITHER CONSTRUCTION ACTIVITIES HAVING CUT -OFF THOSE SERVICES OR NECESSITATED TO PERFORM WORK. REF DIV 1 OF 10. SPECIFICATIONS. REF DMSION 0 AND 1 OF THE SPECIFICATIONS FOR PROPER NOTICE PRIOR TO SHUT -DOWN OF UTIUTIES OR SERVICES REQUIRED TO PERFORM THE WORK. LEGEND: — o-- o—o—o—o- EXISTING BUILDING (OWNER OCCUPIED) LIMITS OF CONSTRUCTION & CONSTRUCTION FENCE (WHERE NOTED) - PHASE 1 & 2 LIMITS OF CONSTRUCTION & CONSTRUCTION FENCE (WHERE NOTED) - PHASE 3 FIRE LANE r- - - ---) 1 1 WORK NOT IN CONTRACT kr _ad AREA OF WORK PROPOSED CONTRACTOR STAGING AREA (WITHIN EXISTING BUILDING) AREA OF BUILDING ADDITION SITE PHASING PLAN SCALE- r= 30-0' 0' 15' 30' 60' PS BLDG . VM BLDG DESIGNED: PROJECT MANAGER: SCALE: AS NOTED REVISION APP'D 1000 Lenora SI. Suite 223 Seattle; MA 96121 (206) 622 -9450 (206) 622 -9462 lox CHECKED: RECOMMENDED: 0 Inch 1/16 KEY PLAN 1'1'1I1i ,I:I,"I:: •I 1 1 1 1 1 1 1 1 3 d APPROVED: 1815 NO: WORK RKOULST: • CONTRACT NO: C23007C ONE INCH AT FULL SIZE I +. IF NOT ONE INCH. SCALE ACCORDINGLY SITE LOCATION NO: . METRO TRANSIT DIVISION SOUTH BASE SITE PHASING PLAN DATE: 05.10.02 90% OWNER REVIEW SET DRAWING NO: PAS1.1 SHEET NO: l irl �t �L L� i)I, 0 ' (111111111 11111111111111111111111111111111111111111111111IlIIII11111 111111111 11111111111 1I.l1 11 1111111111111111111111111111111111111111111111111) Oct. 21, 2003 I O O LENGTH / 4 0 LENGTH = 42' -0" LENGTH / 4 FOUNDATION SCHEDULE ® SUPPORT RAILS BY MANUFACTURER RAILS ARE LOADED WITH 450 PLF, DEAD PLUS LIVE LOAD. 0 JACK STANDS PER DETAIL 2, SPACED AT Vac. Q3 OPTIONAL PERIMETER SKIRTING PER DETAIL 3. ® 11E -DOWNS PER DETAIL 4, TIE -DOWNS MAY BE LOCATED WITHIN 3' OF SHOWN LOCATION. TIE -DOWNS ARE TO BE INSTALLED AT 45' TO RAIL VERTICALLY. 4a DIAGONAL TIE -DOWNS PER DETAIL 4d, TIE -DOWr5 MAY BE LOCATED WITHIN 3' OF SHOWN LOCATION. TIE -DOWNS ARE TO BE INSTALLED AT 45' TO RAIL, BOTH HORIZONTALLY AND VERTICALLY. PROJECT CRITERIA: 1716* DESIGN LOAD 2350* TIE -DOWN CAPACITY t 11160 DESIGN LOAD 235o* TIE -DOWN CAPACITY AB5 BEARING PAD SPECIFICATION PROVIDE AB5 GROUND CONTACT PIER PAD BY MANUFACTURED HOUSING FOUNDATION SYSTEMS, INC. OR EQUAL. PADS SHALL BE RATED FOR NOT LESS THAN 3500# CAPACITY IN THE GIVEN SOIL CONDITIONS. ASSUMED ROOF DEAD LOAD: ASSUMED FLOOR DEAD LOAD: DESIGN ROOF SNOW LOAD: DESIGN FLOOR LIVE LOAD: DESIGN WIND SPEED: WIND BASE SHEAR: SEISMIC ZONE: SEISMIC WEIGHT: SEISMIC BASE SHEAR. 12 P5F 10 P5F 25 P5F 50 P5F 80 MPH EXPOSURE B (132 P5F) 6101* TRANS. /1453* LONG. 3, R : 2', CO : 036 Ogg7 UBG) MO* 3432* ASP UNIT SUPPORT BEAM PER .BUILDING MANUFACTURER BEARING PAD PER 1 /51 WITH FULL BEARING ON EXISTING GRADE JACKSTAND W/ 4000# MINIMUM CAPACITY, INSTALL PER MANUFACTURER'S INSTRUCTIONS BEARING PADS ACCOMODATE 6-FOOT SPACING UNIT BEAM SUPPORTS UNIT RIM BOARD /JOIST 2x4 HF STUDS • 24 "oc f PLYWOOD SHEATHING 2x4 FT HF MUDSILL, ANCHOR TO GRADE W/ "4) GALV. ANCHORS • 32 "oc, DRIVE 8" MIN. INTO GRADE SKIRTING DETAIL 3 ASSUMING THE SOIL HAS A 2000 P5F ALLOWABLE BEARING PRESSURE, SUCH A PAD WOULD NEED A I51/8" SQUARE FOOTPRINT. PADS SHALL BE IMPRINTED WITH THEIR LOAD RATING BY THE MANUFACTURER. TIE -DOWN STRAP TIE -DOWN ANCHOR --' BEARING PAD HA5 3500* CAPACITY ADS BEARING PADS • J `.`1..+1,44. SS > ** if 4 X27263 / r� 1 EXPIRES VI SSER ENGINEERING RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER JAGKSTAND AND PAD WITHIN 8" OF TIE -DOWN SHOWN TIE DOWNS CAN RESIST A 2350* MAX LATERAL LOAD 4d DIAGONAL TIE -DOWNS SITE - INSTALLED —� TIE -DOWN STRAP /— TIE -DOWN EARTH ANCHOR, SELECTED IN ACCORDANCE WITH MANUFACTURER'S CRITERIA FOR THE GIVEN 50IL5 CONDITION FOR AN ULTIMATE CAPACITY OF NOT LESS THAN 4100 POUNDS. TYP. 'r- JAGKSTAND AND PAD WITHIN 8" OF TIE -DOWN SHOWN TIE DOWNS CAN RESIST A 2g50# MAX LATERAL LOAD 4 0 Inch 1/16 1 ,. 'I ;'I' r,.rrr!rlr SI >rl i:t Li L ijl. 1111111111 IIIIliiiiI111111111111111111111i11111111111111111 vv 3, d . yV.A4C7 2 1 I E IIIIIIIIIIIIIIIIIIIIIIII111111IIII. IIIIIIIIIIIIII111111111111111111I11 I 6 0 W11111111111111111 TIE -DOWNS Building Foundation for O 0 co SHEET TITLE FORTAE,: I 4 r- E i I C FOUN:ATI �N 1N5M1042 -6I412 JOB I•iO.: MDV DESIGNED: IO -2q -01 DATE: SHEET ftH: 2 x 4 MK - PLATE ' '2" ,-tARDE3D. • • .1 '1 .1 7 SGI. !CP..; • - 22 uNr AcC0 SUi. 14i/ V.ISOUCIN „.. R • °AN INS01-7 • 1" VE*1•114 ATION VALI_ . -30 G4. GAL V S TEL! • • • • 3/8• OSI3 • - O. BOW )PUS, @ 16" O.C. -• 2 10 R9.11.4...11 1/2" ?■/ODULLX -- - 1/4" PANELING t• INSUL rs: 4 5/8" gre, - 1 KRAL. x le• .•.; c (#2 oF,:; 1 Nt..113-1 ■ ••••--r.-7 ••••._ 10" : • (JLAM - - • V 75-1/2" ----.-. 9. BUILDING SECTION 46* OPENINC USE (2)2x6 (SP) WI 1/2" PLYWD rILI R • WINDOW HEADER DETAIL 7Y .• 47..4 .• X -- 4• r-.1 ARNO. 1RIM WEST ELEVATION SCALE 1 /4" •1' SGALF r. .)• 36" USE (2. 2 (S))1) R / DOOR HEADER DETAIL --i- 2 x 4 S @ 167 0 C. -4. L.) el NOTE: 4" • I4ARDE3? R;NI 6" t LAROBL,. fr,P2o1- Ar,,ocr 11 . •-• F. 1; I • DBL TOP PLATE CHORD SPLICE r.irs FASTENER SCHEDULE 1) 1)8L 1LOC1/4 JOISIS AI ENDS 1 APO (3) 7d(2 1; el 0 24" t.:.(• SO!' 4/AOHCSIVI" 7) LOOR RAil .t: •itiOR JO;S: 3) DECKING PLRILIETER r As tr., L,DG. RwirR & PANEL r.DGE S W;(h.OWISI 111 1• 0 C PANEL FIEID W )2" I.C. 1. STAPLIS@roc 4) S;OEWALL 10 Li OOR: FASIN W/02d) 8" C 1 5%14" (..53OA)CALV SIRAPS Alt KINCST0OS ez LARY OINER 16" Slut) -1'4FITEN STAPLES 0(bEA)114 W/(16GA)1` WC KAM BOMA< PLATE/(6E.A)14 1:i 0014 14,4 t; c 10 FLOOR t'AME14 W;(1;e) 0 0 C.: INS'. At 1.5"x1s" (30GA)GAI S-RAPS to Alt 4INGSTUDS EACH 16" STUD- ASILN W;(16GA)1" W.C. STAPLES 0,614)44 wAL111110/ (9. A)114 801;0M ';t A It ..(6E.Aps•; LOOR RA•t. 61 toiDLNALI• ;CJ S;01.A.A,L l'AS:IN 1A, (11d) 0 6" LIC & (5E6)12,1 Co 101,11, OvERI.A1, w:sti:Ap 1) :tOcr• ;C: S;;AWAL; 70FivAil itP.1144 w1(12c) 0 4• CC ICNCE;!UDS & EvFRY •)-1•iER 46" STL;4)• FAS11.*N WAIF...1•-■)•" N.0 S1AP: ty, A) 94AFVE.,•• (IF A)IN WAIL "IOPPLAlL A)IN L 8) SIDLWAL PLAIT 10 S ODS• ASTIR W;(71A)12d S Bo rTOM. W.NDOWS DOOK. f...CR1.11 0 TOP ONLY PROVIDE BOTTOM rRIM -MC TAI W/501'4 30 GA. CALV. /"'• • • .• .•. ..• MFC HOW ;RUSS' 1E" 0 \ . .>-..., . i *---., .... • .. 4., \ --- 3. 8• SHIA711.:4G DIAPHRAGM 1 i , ALOCK EL WOE'S i OR .- . • • 4" ON FP cm) FASTF.N WA1)1 3/4" N C S r4Pi I's co 4" 0 C. 0 &De c'ERIMET114- @ 6" 0 C 0 - .-"" v --:•., ,• PANEL F DGES & 12" IN THE F II:I I) -. ." •••■("' N ..4-•.,- 4- I 1 •-:.:1"%s•:•.. --- ...,- ...... .••' • \ . I ••:.i- ., -4■ I • : ,....,••••., N.,.. . ,, -'.- '-' '14 -, • . ...----•1-1;-... ' sak, .....' "A:... ......../ /...-'.>""' .." '... '. .. i ...„....,...,):.„... ' I • ....."■*....->„,"*"....--- ....-- .I...4.... 11;-.,-.....)1..... ,.... , , - V , ,...2„,,.- i ---. ,-- 1 ,„"f„ ....,,,, / ),-7 / "••• ,....,.,..- "-- , ' / '// i •.. ' • -„ L. 5/8" :..8cO DECKINGITT=Z-,; \"-- 03.) 2X4 STUDS 16" 0 C. () H RAI, • -- 2).:4 801TOM •••••.% l'•••••• IL CONNECTION DETAIL ek 0:\ -: STEEL RECEIVED CITY OF TUKWILA M PERMIT CENTER r` AY 1 5 ' • 2" DIA '2001 f ( rYP. 2 FA.) 2002 ...11 2- r•AtiDEILi•-rt0 St.)114L; SOUTH ELEVATION SCALE 1/ 4"..-1. .0" rf; ( / ENDWALLS: 3/8" OSB 1- AS TEN W/(159a.) 1 3/4" 1, C. ST API ES CD 4" & 12" 0/ ASTEN SIDING W/(8d) d" & 8" 0/C r few '2" API:BOARD 8.) @ •" et 8" 0/C CUSTOMER APPROVAL .2 FA) 51D-Itai:1301X5V11 STRAPS !.ACe" Nktg.../.1t(EPT AS NOTED -1-1:-.11REVI:IL A.4 i‘Ibitt:.D AND RE-SUBMIT APPROVAL BY ;)• • IT ■$ UNDERSTOOD ••• • :! /.. • : THE F-::•Vt: GREEMZ:NT DX; • ; • ": ZP.V...!POtif IONS ?An r. -; •: 114A11:1411116 A. 4D E....-11IPMENT NOT : . • fie, AND SPeOlEIGATIONS WLt. C't.; . • ST/ L'ki.)A1-10 ••••■001,17TS. ANN 4Cr21,1(.7.r.T,C.:', Ti ••••. : h,40-3r 1:'' CrIANME ORDER AND ::..N.NA7L,AL-: 0t J. PA't /Os-V11. APPROVA:.. fr t PLANS ALO .4% THIS PRINT MUST Eiri f.ACNET), : " r.X.:7:11441:f3.07 UP-01‘;.• :: • • -"AG 4QS EAST DOEING • 1, nr.gittem„cogkwirr 4" HARDBD. • • ,..•••• EAST ELEVATION SCALA_ I /4" l'-• 0" 1 1 I •0 Inch 1'. 1 • 1/16 1 • %et' . 1 • 1 1 • 1 • • 1 ', 1 ! ' " ! ' 1 ' . • ' , 2 3 , • A.Y.IT.'f.,riirorrrre , ,. yy:k.... , -, - .,.... .., . gi iii- --i,1 2,i i L. ill, . LI --'1.. ''' g ii C 6 ----r----- o 1 111111111111101m 1111111111111111I1111111111111111111i1111111111111111111111111111111111111,11111111111111IIIIIIIIIi1111111 I I .111111111,11111111.1111I 1; 1 5 6 en z 0 VEIMEMEINNEMI 0 98094-98101 6 MIONMEMMN Mos cc a) c.1 .cr - DAWN HARDY 285 -6165 VOMNO, r NO1r_: PP,6 \7.)I: 4-GA BONDING S'1HAP rRCM RAW TO ROOF 100 AMP PAWL GROUND BAR 1 2" CONDUiT n/ (3) #3 THIiN CU. WA THHN CU_ CROUP+D 70 MAIN PANEL • //6 (:•)PPE R WIRE GROUND TO 1. BEAM 1 LINE PANEL DIAGRAM NiS 11' 4 q 4• 47 :(1'. 4 - "x39" 77 9 I/?" OFFICE SArE• 1y :t4ZED Sox 6' r.. 5 46"x39" lJ , ; (jl rD \. i2l. A 94 16 "x8" S/A DUCT FIBERGLAS'S OFFICE (1; "S 4 K39" 16'_ 7 3/4" 14 "x14" WN FROM GRILLE �6 "DO CEILING (TYP.) ID rj' a` rT 3 °x EcsJ ;; I- •( 'l II. 16"> :1) y34'.. � ,2•_ y ,• FLOOR PLAN A. . 1M\DOWS 1.40:,N TED M 6. 0" '0 COP 20 "x8" S/A DUCT 1 FIBERGLASS _._....�.�_. 0_._.. 11'••3_3/4' H/S 46 "x39 "44' 1)14' U LL OFFICE ..L 3 -i 4" • 0 1311 19 — •_... (1) (2 3 :/4. 46.'433 •00.1/ ?4Cl S:.(:c PO'1vE12 r1Al.. 20 "x12' R/A GRILLE DI:D �t SICN OU11.E : * LEGEND & NOTES * wPUU 1' ) 4' -• 2 1UBE(34W) /SURFACE. MY. FIOURESCCNI DIFFUSED (LITHONIA #Sf3240A) 6Ow) INC:AD. FXT LITE W/ PI-IOTOC( (DURA #300) S10 SNCI r POI. E SW1 TCL I 48" AFF 3 -WAY SWI ICEI ® 48" At E DURt EY RE CE P T. ®1 Y' AF(- UNL r.5 NOTED (; T - ILRW,SE- Y!(.A INEti Pk()0E DUPLL> RE (.E.P f. A PHONE ROUGH • iN ONLY; 4SU BOx W :'1 /2" CUP: 4U? I STUB BROW FLOOR w /IG CO'vrR P( ATF 15" A.rr. 8 WAIL MT T- STAT(48" AFF)WHITE ROCERS 0403 -044 PROCRAMABEE. /7 DAY W/ AU 10 Sr TBAC✓. 100A 240V 1Q /MAIN [BREAKER POWFR E1Ar�E:I 1O "x10" SERVICE AIR DIFrUSER /CE:IIING (!V/ ADJ. 4 -• WAY) 1 1 0 Inch 10 "x10 SSA D TYP Or 6 Pr�010C:LI t_ DLO 5 SION Ot1TIE r ELECTRICAL & HVAC PLAN SCALE ! / 4" �.CI.TACI_ - 120/240 -. _• . . HIM - '- • _NO AMP MAIN BREAKER POWER PANEL H U5 AMPS 100 AMP M u. . . E .c..._.. itP TIUk a - --_-L-- "- • WiRr _ :F _ A B SIZE IIEAIPIIM^ 1 4,000 �• -- •- -- -- _ - -. 6-6.1 41.A II'ijMP _ 4 000 6.6'1 -E S1CR ,nE:C . • 1 , ... 1.230 1 _ - — ' — - 2.'2 i0 1 BIT AKER CIRC1 AmP *OLE No ED 2 60 2 . I I It) 'A: S 3 `5 :3 BUSS CIRc r CONNEC fION No ... 4 'tL E32E4KCR .j wiRF OLE AMP -}_SI7C 2 I 1 20 112••2~ 10 12 14 i 1 - _ • -- � - -- 15 - 16 • 1...... .� y.9_ �L_ t zf, 5.200 I 4.000 WA(TS RUS A•- ..- •6,628 BUS 9 • 4,900 1 IOIAt. - 11.5 2;•3 WA:ltii (1..1; 1 . 25% 102) (f ANS A. MO ?ORS = 299) • • I.' I' 1' I• I' • 1/16 1 • I i I 1 1 1 I 1 1, 1 1:1 1 1 1. 1 I Si V.l.... -. Ll ,i l: Uf. h i ii h i i iilllllli1111111111 11 111111111111111m1 3 AV,IT ' nr rirr ^r rrrre 20 1112.2 20 12 -2 -- �- . .. • • LOVA1I3N • '1 MOl•N1'IN0 S+'t1ACL M'. fI W. APS A _. T or _ _ : Dr )LSCR:I' 101: -- I 528 11 ; ....� f.I;G._. 1 I 93.0 -� RFi,rPTS 900 1 • 4 I ILCEPlS • 4214 1 900 929 WAT'.S 1 240 ',0: IS - 50 Z 111111111111111111111111111111 .111111111 111111111111111 1111111111111 1 111I1111111111 6 AM PS .;j:i i'i' ELI violet. ARROW l OR 40\0 Al IuRI Py RUT ERENCr CAL Y w I 1 •� 1 \. <'1.) RECEIVED CITY OF TUKWIL.A MAY 1 5 ZOO? PERMIT CTE'( ep FEB -31998 N S E E- f C/) \ .1 Z 0 2 0 0 0 O N O CJ w 0 a .-1 CUSTOMER APPROVA ❑ APPROVED ❑ APPROVED EXCEPT AS NOTED ❑ REVISE AS NOTED AND RESUBMIT U DATE APPR U ALBS TNAT - ,',,,2 ApPanVAL REPRESEt �� FT IS AGREEMENT C- EE:4 ALL Pk Tt'•''S AS TOP ^ 4' N.! FINAL AGREEMENT BAN ��' �. 1 OF ip AND E 10ATIONS AND ME • rr 'rt - LY 34 THESE P ANDEQUWMeNT�TUST Ds-''' - st'n' b" I. BE CODE Fl:'•'PROV E° MODULAR s ' 1 ntu PRODUCTS. ANY WILL PRODl1CTS- ANY MODIFICA7KI;J TO Th1e -S=• E ORDER AND HAVE THE SIGNATURE OF ALL 1 0 a . BY CHANGE I INVOLVED. y�PERCEI7F -S ALL OTHF -Q THIS APPROVAL PLANS AND SPECIFICATION. I Y O THIS PRINT MUST BE SIGNED, DATED A"•) " :' ' . NORTHWEST B'JIL DN':' • • ',�' 1 "" 405 EAST BOEING LANE • BOIL:::, : "D'' .7 e "'•, I2 w 1-- 4 z 0 0 0 0 1- U) ft w J co 0) r) 1- t- o O T 0 (C) tD U) CO t7 O 1() "NUMMI 0 0 z 1 cr 0 0 m 0 Q to N v rn 0 nri 1 r 0 3.r) it) tl Ix CO 'i 0 - m0vV IJ. i L`(1)0X o m 3 GENERAL BUILDING DESCRIPTION AND MATERIAL SPECIFICATIONS JOB NO. 98094-98101 1 FLOORS .10 X 42_ TOTAL 10 X 42 ._ TYPE _ OFFICE _ _ _ TOTAL SQ. FT. __ 420 OWNER WILLIAMS/SCOTSMAN__ LOCATION PORTLAND, OR. REP. DAWN HARDY PHONE NOT50)85 -6165 BUILDING OCCUPANT STOCK OFFICE CITY _ _ COUNTY._ STATE WA.,OR., ID. INSPECTED BY: IDAHO - —� _ BUILDING CLASSIFICATION: OCCUPANCY GROUP B TYPE OF CONST. Y N OCCUPANCY LOAD 100_ SQ. FT. PER PERSON= 4 ROOF LOAD: WIND _10 LIVE 30 WIND 90 MPH /EXP. B. f L.00R LOAD _ 50_ PSF /SEISMIC ZONE . 3 TEMP DIFF - WINTER _ 80_ DEG SUMMER 20 OF G NOTES__ FOUNDATION: TO BY OTHERS 0 CONCRETE K CONC. BLK. INTERIOR WALL FINISH NO LOCATION xPE MFG. STYLE STD C(NOTE 1• THROUGHOUT._ __. _ 1 4 PANELING 1) ?. ... _ 3° 6 a 3 ,_BUBBLER••_• _,NIA KIT. SINK - -.- N ' INCAD. WLPHOTOCELL (DURA.j300) - •► - - - -- - • - -.- - CEILING h. A. 4872 TUBE /FLUOR./DIFF. /SURFACE MT. (UTNONIA N58240A)34W LAMPS 5 -- - - - - -- - -- EXIL SIGN ENERGY LITE. N/A N/A FANS LOCATION TYPE CFM 1 ES: (1� PANELING COLOR: _WISCONSIN BIRCH _ _ _ TRANSPORTING CHASSIS TYPE RJCROSSMEMBERIOUTRIGGER 0 PERIMETER El SKID MAIN LONGITUDINAL MEMBER 10" I -BEAM CROSSMEMBERS -- K 14 f� _GAGE EACH 96� O.C. OUTRIGGERS -- . X1.13_ U GAGE EACH ®X1 96 O.C. RUNNING GEAR - -TYPE OVERSLUNG f1 UNDERSLUNG TIRES It 8 PLY ❑ 10 PLY 0 12 PLY BRAKE SYSTEM 12_ VOLT -ELECTRIC _ NUM. OF AXLES, BRAKE _2_ ._ IDLERS 0,- HITCH MEMBERS- -TYPE KI STD. BALL ❑ 0 FIXED l9 DETACHABLE PAINTING -- ALL MEMBERS TO BE COMPLETELY COATED WITH ANTI -RUST PAINT NOTES: �) _TIRES _10. gE NFW MO X14 r,) EXTERIOR WALL CONSTRUCTION WOOD STUDS W/ NOM. 2X4 © KI 16" 0_ _ -O.C. TOP & F3TM PLATES, SPLICES & BI KG W/ NOM._ _ _2_X4 _ LUMBER GRADE SPF STD /SPF STD & BTR PL EXTERIOR SUBSHEATHING 3/8" OSB 9 ENDWALLS ONLY (1 EXTERIOR SIDING_ 112 "_ HARDBD. SIDING • 8 GROO_ VES) (NOTE 1) EXT ERIOR I RIM lx HARDBOARD COLORS-- - SIDING SHERW INWILLIAMS- SW2109 SILVERPOINT TR:M - SHERWTN WIWAMS- iSW6580 DARK GREEN MATCHING SKIRTING -SIZE N A_ AMT. A COLOR N/A INTERIOR SUBSHEATHING Z N/A f' -" CEILING HEIGHT HEIGHT RI Z' -6" ❑ NOTES: (11.ENDWALLS: BLOCK ALL EDGES - FASTEN 318" OSB _- _.._ —_ W/S15GA91_3.14" N.C. STAPLES ®4�& 12" �C FASTEN SIDING W /�gd) ® 4" & 8" 0/C _ SIDEWALLS: FASTEN SIDING W(8dY 0 4" &7-3" OTC (2Z HEADERS: 36" SPAN USE (2)2x4 W/1/2" PLYWD. FILLER 46" SPAN USE�2)2x6 W /1/2" PLYWD. FILLER 3 CHORD SPLICES: USE _( 9 )12(j-WAILS EA SIDE OF SPL E (4) DOUBLE TOP PLATE (5 /ENDWALLS ONLY: INSTALL (2 EA)SIMPSON #ST2122 ® HVAC DOUBLE KINGSTUDS & (2 EA)® EACH CORNERS OF ENDWALLS (6)_ PROVIDE _BOTTOM TRIM W/Z -METAL FLUSH W /SIDING FLOOR CONSTRUCTION WOOD JOISTS W/ NOM_ 2X8 EACH 0 16 "U ___O.C. RIM SPLICE AND BRIDGING W %NOM. 2X8...___ _ LUMBER GRADE 12 DELL -- - SUBFLOORING MATERIAL 518" _T&G _DECKING UNDER SHEATHING _ m_Qey..5 FLEX=K NOTES: --- -•------ -- - _ — -- - -_ INTERIOR WALL CONSTRUCTION FRAMING - LUMBER GRADE SPF STUD/ SPF STD & BTR PL PARTITION WALLS W/ NOM. 2X4 ®KJ 16" O,C, SHEAR WALLS W/ NOM, _.NZ _ @ O 16 "___._ PLUMBING WALLS W,/ NOM. NIA ® 6D 24"_ SUBSHEATHING NIA FINISHED FLOORING NO. LOCATION xPE MFG. STYLE STD COLOR 1 1 _THROUGHOUT H.M. 1 8 TILE MANNING, KEYED PASSAGE ._._._._ NOTEi _ NOTE 12 . - -- �_ :_ 2 HCWD NOTES: _(1)_TILE COLOR: _1127 WARM -BEIGE _ :- ROOF CONSTRUCTION W/9 "HEEL (30# LIVE LOAD) FRAMING W/ NOM. MFG. BOW TRUSS ® 6116" 0 O.C. LONGII UDINAL BEAMS 2" x 10" RIMRAIL _ -__ _ SUBSHEATHING 3/8" OSB�NOTE 1) _ .•_ _ -• __ __ - __ ROOFING MAT (30 GAA_GAjV._STEEL _ _ CEILING MATERIAL. 112 " MODULEX _ _ _ —. _ _ .- . •- EAVES•-- ENDS ___NTA _ _ SIDES NIA _ .. __-- •- - - - -•- - - -- - - GUTTERS do DOWNSPOUTS MINI- GUTTERS OVER DOORS ROOF VENTS 12" 2 EA. - - NOTES: (1) BLOCK EDGES -4_s 0 EACH END, FASTEN 37-8" W,(15.0.) 1 -3/4 N.C. STAPLES 0 4" 0/C - BUILDING G PERIMETER 0 6" 0./C - PANEL EDGES 0 12" 0 C - PANEL FIELD MOULDINGS WALLS OATEN AS REQ. TO MATCH PANELING —___• _- CEILING MODULEX SPLINES STD. BASE 1 1/4" PREFtNISHED WOOD RESTRM BASEJ/A DOORS STD. WOOD WINDOWS STANDARD___ NOTES _ - — - - - INSULATION DOOR SCHEDULE LOC TYPE SIZE FRAME LOCKSET OTHER 1 H.M. 30 6 e ALUM. WOOD KEYED PASSAGE ._._._._ NOTEi _ NOTE 12 . - -- �_ :_ 2 HCWD 3° 6 a 3 ,_BUBBLER••_• _,NIA KIT. SINK - -.- N ' INCAD. WLPHOTOCELL (DURA.j300) 4 EXT. DOORS RESTROOM CEILING h. A. �1_) EXT. DOOR #1: PHILLIPS 24GA) DOOR W /ALUM. FRAME - HINGES: STANDARD 4 "x 4" 1.5 PR./ ;;TANDARD DOOR CHAIN - LOCKSET: MFG.STD. KEYED LEVER W SCHLAGE CYL K A "'.I, . .AIIIERSTRIPP1f1�IIARESHQLQ,- AMR AQn _ (2) 'NT. DOOR #2: 1 L8" PRE- FINISHED SANTA -FE OAK HINGES: STD. HAGER 4" x 4� _ LATCHSET: MFG. STD. LEVER PASSAGE SET STD. WALL STOP .L3.). EXT. DOORS: COLOR- #SW2109 SILVERPOINT WINDOW SCHEDULE LOC. j _ .38 TYPE SIZE FRAME GLASS . = .Yv OTHER H.S. 31033 VIN`LL LOYLE BRONZE GLASS WJSCREEN URINAL NIA . -_ N/A.. N/A__ N/A TUB /SHOW. DRK._ Mi. SERV. SINK •__ • --- ..-- - -- DRN ;'ES /BLINDS- -STYLE NL COLOR -- LOCATION = - NOTES: (1) (1 EA) WINDOW TO BE SAFETY GLAZED L2.1 MOUNT WINDOWS 0 6'-.Q" TO TOP LIANCES APPLI -YPE ZE INSTA. HQ...... N A __.. ___ _ . - - . _ -- __- PLAN TA URINAL NIA . -_ N/A.. N/A__ N/A UMBING H, )ICAPPLI) DESIGN I REQUIRED I1 NOT REQUI FJ`?Ail' INE MfR. NL__ SUPPLY L_.NE MTR N/' FIXTURE TYPE _ AFF i5^ STD. DUPLEX STD. DUPLEX VALVE WTR,.._CLOS. L.AVY� SINK /A.. -NIA _ . - - . _ -- __- PLAN TA URINAL NIA . -_ N/A.. N/A__ N/A TUB /SHOW. DRK._ Mi. SERV. SINK •__ • --- ..-- - -- _._ ._._ .. - - -- - - - -- -. - . -- • - - -- 13FCFR1/F ... -• -- ,_BUBBLER••_• _,NIA KIT. SINK - -.- N ' TUKWIL ELECTRICAL TOTAL LOAD 120/240V 100 AMP 1 PHASE-M.B. 100 AMP PANEL:EXT. SURFACE MT. BREAKERS: SNAP ON TYPE SERVICE fill UNDERGROUND ❑ OVERHEAD WIRING RI COPPER NONMETALLIC SHEATHED CABLE °COPPER THHN WIRE IN Q. FLEX 0 EMT COND. BCC TS LYPE _ AFF i5^ STD. DUPLEX STD. DUPLEX - GROUNDED CFI GROUNDED Ntp WEATHER -PROOF DUPLEX - GROUNDED PLAN TA 7 240 V. RECEPT. EXT. WALLS FILE CAB. " _ 3.5- N /AI ,LIGHTING TYPE �60WJ N/A INCAD. WLPHOTOCELL (DURA.j300) F C _ 50 EXT. DOORS RESTROOM CEILING h. A. 4872 TUBE /FLUOR./DIFF. /SURFACE MT. (UTNONIA N58240A)34W LAMPS —_ _.._ --.— N7A EXIL SIGN ENERGY LITE. N/A N/A FANS LOCATION TYPE CFM , N/A N/A N/A - MIRRORS ai /0•Jr uCItL lur<'- - - -IYPL N/A NOTES: .i11 .j11 PHONE ROUGH -IN ONLY: PROVIDE J -BOX W/1/2" CONDUIT TO BELOW FLOOR ONLY W STD. COVER PLATE 2 WIRING f- - _... ..... _(�,�___ G TO BE IN_ROMEX_- -, _- 13) SERVICE TO BE UNDERGROUND (41. SEE SNT.. #2 FOR ADDITIONAL JNFO_RA'IATIQN _ .. URNISHINGS '•' R -VALUE 1 : • •► COLO; SHELV.7 G " 'r 20x8 N A..._...... ..... . _.._... KRAFT FACED Fr PLAN TA 7 N /A. EXT. WALLS FILE CAB. " _ 3.5- N /AI TNT. WALLS ROD SHELF PLAN RACK lb., 11117,1 N/A A' t' T r r .. Nom. - COUNTERS h. A. BASE CABS OVERHEADS N/A SIZE GRAB BARS, N A MIRRORS __NJ T.P. HOLDER : W. PART /A N/A URINAL_ SCRN TOWEL DISP. -- N /A' i �'' r ),F.• -•} .A.i `•— N Jt ' ' - - -- NOT .S: �i til.... c Ir �.? ._ ._ MISCELLANEOUS,..- ..._.. �_ .��t ;FHB — 31993 (1) IDAHO, WASH_(GOLD5; .' REGON(GOLD) TAGS SUBMI * - LOCATION R -VALUE THICKNESS MATERIAL _EL9_Q�____R_19___ " 'r 20x8 ___.6.0" __ -0°- KRAFT FACED CEILING R -22 7 _ UNFACED%VISQUEEN EXT. WALLS R -11 _ 3.5- KRAFT FACED TNT. WALLS N A A' t' T r r .. 0 Inch HEATING AND A/C (BARD #W11241- A08) TYPE ELECTRIC ENDWALL MOUNT HEAT PUMP RATING HEATING 23,200 BTUH 8 KW 1020 CFM EA7-I.1 COOLING 23 600 BTUH 2 TON @ .00 CESf' TH_RMOSTAT -TYPE WHITE ROGERS #8403 -034 PROGRAMABLE T_CTAT E tI ' AC DUCTING LOCATION SIZE v MATERIAL REG. SIZE a.LLp_LY CEILING RETURN »a UNIT " 'r 20x8 " 1 FIBERGLASS 10'` x 10" 20" x' 12'� i.14 X 14 R1A GRILLES OFFICES I, IIII I li 1/16 1 2 3 'r �•,� '" nr��e(YI9 '' I ! , 4 _, L ❑ APPFOVED ❑ . APPROVED EXCEPT AS NOTED ❑ REVISE AS NOTED AND RESUBMIT APPROVAL BY DATE IT IS UNDERSTOOD THAT THIS A"PFOI,AL REPRESENTS THE FINAL AGREEMENT BETWEEN ALL PA•.I IE.S, AS TO PROJECT SP O ICATIONS AND METHODS OF CONSTRUCTION. MATERIALS AND EQUIPMENT NOT LISTED SPECIFICALLY IN THESE PLAINS AND SPECIFICATIONS WILL BE CODE APPF OVWD MODULAR STANDARD PRODUCTS. ANY MODIFICATION TO TId`:::?E PLANS MUST EL MADE BY CHANGE ORDER AND HAVE THE SIGNATURE OF ALL PAFt i i INVOLVED. THIS APPROVAL SUPERCEDES ALL OTHER PLANS AND SPECIFICATIONS. THIS PRINT MUST BE SIGNED, DATED AND TO NORTHWEST BUILDING SYS:.c 3 405 EAST BOEING LANE • MISS, IC.r.P..O Cc'7 .5 6 Sl lrL �l i.L L, I�I. t; L �- V - -� 0 11111111111111 11111111 1 11111111111II1 1111IIIIIIIIII1IIIIIIIII1I111 111 1 11 1111111111IIII.1 111 11111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIill11111j11 2 Of n- w v IL 0 0 0 0 cr h- Q 2 z w 0 0 U) CC w J w 0 loommilr NO 98094 -98101 m 0 co N w a 0 >- 0 rr 4 z Q 0 I 1 I- 0 0 In tn cD c0 In CO N r7 0 u'1 FOR: WILLIAMS 0 0 z CO 0 m z Q 0 0 -J r cn n CL a Z� EloF 003 w z