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HomeMy WebLinkAboutPermit MI02-064 - KING COUNTY METRO - SOUTH BASE - TEMPORARY OFFICE TRAILERM102-064 KC Metro South Base 12100 East Marginal Wy S City of'1'ukwila Department of Community Development / 6300 Southcenter EL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600421 Address: Suite No: MISCELLANEOUS PERMIT 12100 EAST MARGINAL WY S TUKW Permit Number: Issue Date: Permit Expires On: M102-064 06/27/2002 12/24/2002 Tenants Name: KC METRO SOUTH BASE Address: 12100 EAST MARGINAL WY S, TUKWILA, WA Owner: Name: METRO ACCOUNTS PAYABLE Address: SO.BASE 5432.50706D50304, 821 2ND AVE Contact Persons Name: GERRIE JACKSON Address: METRO KSC -TR -041, 201 SOUTH JACKSON STREET Contractors 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 WORKt 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: Uniform Building Code Edition: Occupancy per UDC: $303.56 1997 0016 Public Works Activities: Curb Cut/Access/Sidewalk/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: Private: Private: * * Continued Next Page End Time: Public: Public: dac: Miscperm M102.064 Printed: 06- 27.2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not, The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction r the performance of work, I am authorized to sign and obtain this mechanical permit, Signature: Print Name: Date: 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, doc: Miscperm .. in_ iuc��2�v A£ a! rs, w�•:'✓ �reu. �tti. v�J�. tt. xrr':+ .:: �t: �nrt. F' ni.: s ..a....a.,a..�.x�,..ri._...�s.. �.,..m.. .e...e..rn... r. «.a, M102'064 Printed: 06.272002 ig City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 PERMIT CONDITIONS Parcel No.: 7340600421 Address: 12100 EAST MARGINAL WV S TUKW Suite No: Tenant: KC METRO SOUTH BASE Permit Number: M102 -064 Status: ISSUED Applied Date: 05/15/2002 Issue Date: 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 shall be no occupancy of the building(s) 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 extinguisher(s) should be of the "All Purpose" (2A, 10B :C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) 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 less 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 MI02.064 Printed: 06.27.2002 4 ig City of Tukwila 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, 4-4) 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 511.1f you have any questions, please call Tukwila Fire Prevention Bureau at (206)575- 4407. 21: ** *PUBLIC WORKS DEPARTMENT * ** 22: Moving of oversized load 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 grunting 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: doc: Conditions M102.064 Printed: 06.27.2002 SYti';:s:�Y. t.. �- :.a+'+::SA'cF •.', +�X: °'ii'f ^i',: ,.::74 � >a�`: t�: ;'F: ': ;: �.-` .. 9t et W� CITY Or" UKWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 OR STAI 1 USF. ONI Y Project Number: Permit Number: 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: South Operating Base Value of Construction: $9400 Site Address : C'ty State/Zip: 12100 East Marginal Way Tukwial, ^lA Tax P r e be '� ����— 421 Property Owner: King County Metro Phone: ( ) 206 684 -1334 Street Address: 201 S. Jackson Street Seattl�;tye/Zip: Fax it: ( 206) 684 -1900 Contractor: Phone: ( ) 0 Sewer Street Address: City State/Zip: Fax #: ( ) Architect: Phone: ( ) Street Address: City State/Zip: Fax #: ( ) Engineer: Phone: ( ) Street Address: City State/Zip: Fax #: ( ) Contact Person: Phone: ( ) Street Address: City State/Zip: 201 S. Jackson St. Seattle, WA 98104 Fax #: ( ) 206 684 -1900 .rte. MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE • UESTEDE (TO RE FILLED OUTAYAPPLICANT) Description of work to be done (please be specific): Install temporary 10'x42' 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 orate 8 1/2 X 11 a er indicatln unntltles 6 Material Safet lj t Sheets • Above Ground Tanks Antennas/Satellite Dishes Bulkhead/Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housing•Replacemenl only ❑ Parkin. Lots ❑ Retalnin: Walls ® Tem or Facilities ❑ Tree Cutlln APPLICANT RE UHT FOR MISCELLANEOUS PUBLIC WORKS PERMITS - ChAnnelliatIon/StrlpIng Curb cut/Accoss/SIdewalk Fir@ Loop/Hydrant (main to vault)#: Slco(s): ❑ Flood Control Zone ❑ Land Marina: 0 Cut cubic yards 0 FIII cubic yards V sq. ft,gradIng/clearIng ❑ Landscape Irrigation ❑ Sanitary Side Sewer 0: ❑ Sower Maln Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Mahn Extension 0 Private 0 Public ❑ Water Meter /Exempt 0 Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent 0 Slzo(s): ❑ Water Meter Temp N Size(s): Est. quantity: gal ❑ Miscellaneous 07.47171; Oversized Load/Hauling Schedule: MONTHLY SERVICE BILLINCS TO: Name: Phone: Address: City /Sta e/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLINC: Name: Address: Phone: City /Sta e/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 9/9/99 miscpmr.doc Date applic• °Vt. Applicatiken • (initials) 11 t AILS( IIIANfOU.S PER PPII(ATIONS MUST Bf SUBMITTEI ITH Tilt FOLLOWING: D ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > ti .'00*(4C'iliiiiaRliNAND UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT D STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER D CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) ❑ SI li \III \I'l'II( \1ION AND RI(1l!MID ( Ili( kIITS 1OK AbeveGround TankS/Water Tanks - Supported directly upon grade exceeding 5 ;000 gallons and a ratio of height to diameter or width which :exceeds` 2:1 : . I'FR\1I1 RF \'IF1\ Submit checklist No: M -9 ❑ Antennas /Satellite Dishes Submit checklist No: M -1 ❑ =Billkhead /Dock ,u„ Submit checklist No: M -10 a i� ,C* Mercial'Rentof :., _ W ' Submit checklist No M-6 i,33/ ;D'errtolitioin ;-Submit checklist No M -3J ❑ °Ferkes Over 6'.feet in`Height Submit checklist No: M -9 ❑ ;LandsAltering/Grading/Preloads Submit checklist No: M -21_ . Miscellaneous Public Works Permits Submit checklist No: H -9 ❑ ManufacturedtHttcisln t(RED'INSIGNIA ONLY) ° Submit checklist No: M -S MovhirOversited,LoadlHauling ,. �z..,,'. Submit checklist No: M -5 CI Parkin Lots , 1, Submit checklist No M-4 ❑ RittaininjWall*- Over '4feet in height Submit checklist No: M -1 0 ,TEmporary Facilities. Submit checklist No: M -7 ❑ Tree Cutting 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 H4, "Affidavit in Lieu of Contractor Registration ". `tsilkN ,pg :.dinar /AuNarirtdlAgent If the applicant Is other than the owner, registered architect/engineer, or contractor ken* by'the'State of +Washington, a notarized letter from the property owner authorizing the agent to submit this permkappllcation and obtain the permit will be required as part of this submittal. I HEREIY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO RE TRUE UNDER PENALTY OF PERJURY IY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. /UDING, OW , OR AUTHORIZED GENT, Signature: 4� w, . Date: a i� /1 Ck... r, l Phone: G i,33/ Fax N; (a424. led(y • ao Print name: 67t. E. Address; i air) )tics City/State/Zip: ,_ I cl,' 0 .4 9,9/99 '•; �'�i m,seinitduc , ✓••,'i r '.4 r1. 1•• y •i City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 4314870 Parcel No,: 7340600421 Address: 12100 EAST MARGINAL WY 5 TUKW Suite No: Applicant: KC METRO SOUTH BASE RECEIPT Permit Number: M102 -064 Status: APPROVED Applied Date: 05/15/2002 Issue Date: Receipt No.: R020000885 Initials: 5KS User ID: 1165 Payment Amount: Payment Date: Balance: 185.75 06/27/2002 03:14 PM $0.00 Payee: KING COUNTY METRO TRANSACTION LIST: Amount Typo Method Description Payment Chock 4089 ACCOUNT ITEM LIST: Deocription Current Pmts 185.75 Account Code BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 doe: Receipt 181.25 4.50 Total: 185.75 ?3 IOTA.. 743n0' Printed: 06- 27.2002 City of Tukwila 6300 Southcenter SL, Suite 100 / Tukwila, WA 98188 / (206) 431.3670 Parcel No.: 7340600421 Address: 12000 EAST MARGINAL WY S TUKW Suite No: Applicant: K.C. METRO SOUTH OPERATING BASE RECEIPT Permit Number: MI02 -064 Status: PENDING Applied Date: 05/15/2002 Issue Date: Receipt No,: R020000646 Initials: SKS User ID: 1165 Payment Amount: 117.81 Payment Date: 05/15/2002 10:17 AM Balance: $105.75 Payee: KING COUNTY TRANSACTION LISTS Amount: Typo Method Description Payment Check 4068 ACCOUNT ITEM LISTS Current Pat 117.81 Description Account Code PLAN CHECK - NONRES 000/345.830 117.81 Total: 117.81 :351 _' "71.ry TOTAL. 471.'24 doc: Receipt Printed: 05- 15.2002 INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RE 'RD Retain a copy with permit 206)431.3670 • ec • � ype o nspe • :�.ry ass: �-- 0 O L:. Jf , ■ Date Called: ,,. 30 oG ec n ruct ons: ;1 4 S1t� PI �;� �.��' ,al 4-S• !/��t ate "ante, : /0 DA . p.m equese: f.� ` j � � or7 ne o: Approved par applicable codes. Corrections required prior to approval. ...itammorr1 Inspector. ,,1J�� m $4700 REINSPECTION FE REQUIRED. Pri • r to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No.: Date: 1 INSPECTION RE1RD Retain a copy with Permit OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd„ #100, Tukwila, WA 98188 0. (206)431-3670 roe : A /4 Ofil .4' - A. t , e of Inspection: A Al • • roc NC 11 nstruc as: Al 1.,/aa.,,.4•14flf‘: 41r , r e -. c . e444 Aise S% : . ate anted7 •? -ea. ap:Itlm. , arstal„ 0. ‘o: Ph no 7 ApprdvQd par applicable codas, Corrections moulted prior to Approval. Agini.frrAl .41° $47.00 REINSPECT!. FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100, Call to schedule reinspection, Receipt 0.: Date: Date: • • . • • ,9 GARRISON ENGINEERING CORPORATION STRUCTURES • CIVIL • STORM DRAINAGE MECHANICAL • HVAC • INDUSTRIAL 806 Metcalf Street, Sedro- Woolley, WA 98284 Ph.360- 855.2121, Fax 360. 855.1658 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 EXPIRES 8/30/0i, ,/t,0l CITY OF rtKr lj1 APPROVED JUN 1 2 2002 AS AO ft IND Design Sketches, Pages SK1— SK2 Manufacturer's Data, Pages M1 • MS Callauts 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. nccelvct) CiTY OF TUKWILA MAY 1 5 2002 PERMIT Ci NTER Notes. D/sclal ers: • 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). jf9200300Calloutsl•16- 01.doc M2oao&Y LEMON VARIES 4' -O 3/4" SEE MAX "8' FOR HANDHOLD DETAIL 4 .:..-..I 1..�. 44 PLAN MEW ±:!) %-t) r" *\LLI\LI 11111 i�i�imi�i���pi�iiim�i�iii� 12;1 MAX SLOPE LENG114 VARIES 01 HAM VIP 4' -e 1/2" pf QFI fE yQEW (INSTALLED) 5' o ne- 54 P•rimmommommilmo 41 'Ng SEE DETAIL "A' LEVEUNG FOOT Or TAIL '6' 1•a rV 13' -11 3/4' 4' -0 3/4' $LL Ut IA14 'C%/ MICA( 6NACMCI 13' -11 3/1'- •6'•Or- 6' li `••o' 6 3/4' �' -7 1/2' -. --- ---- -- 4' -0 1/4'-, "-4' row r -1 1/2'(tYP) �. 7 L 1 1/2•(111)) 1/4'. 1' -3 1/2r 6CE MAIL 90° f0A COHNECOON OEIAN. 5CL DETAIL r®' iON 11A11OH0(O OLTM4 3 /4'(TYP) t'! QfiLLa IEW 1 I'�II 11111111111111111111111111111111111 12:1 WAX 64(4L 1/16' t:$IZEILLYIEW —(lti !ALLFQ) vrwwlAcwrr, oyora t1 tnelnwwra .'t .0....;t :.1; , 1.... • • , w w a.• M► -+r r MM {W w rS /. Wit lie .M1 TOM COYLE AOA ACOCaa RAMP . • "":••• ' - r• •. T „�,�,,,,, ,,,, �. 200300_ APA � e.o.,��►artr�.. 1 1 �' y�yyyJ �4KM . .� .J� -1. ura U/ UU ub: JVa 1 somas t.ubie sew 9Y: WESW LC CORP.; 3e0 820 0889; 1 cadi 441 "let' acw -acs i -deza DEC -5~ 18:03; PAC! 1 No well)) eXFitiop,s 606i- err fr D s 3%/ z 1/464 lo %ry •( r".? Svfof:Cr 063 1Tr. gA q\ RECEIVED CITY OF TUKWItA MAY 1 5 2002 PERMi1 CkNTER a�' agIt urveyors & Ai ngineers 806 Metcalf St, Sedro•Wooley, WA 98284 (360) 8552121 Fax (360) 855.1658 j�o�et�y[��y� SMEE NV. .4 V`.✓ CALCULATed AY, CHECKED 9Y SCALE or BATE oATE `-`4' 14. toif _a.,.__ aa•, r..,ta: +o y, ' r T,. •r. I. • .-., i.rar.imr J 'T.. 1 .. rM„aasr. ,T 4. •t T••eT••�r, :.. �... • .. t•.nwtT,•leawe.... ,.... • ■••••••,mMw•e- 1 • I i NI .t,t•■ M,t.s • t , a , • alarm: as • •••••lr••••• ,...,..41L.••• T.,.e•,.•.� =.e ... �s ' I t ,-• , ,, i,- r„s=Tr- .....•7.,. .•:r=. «..... _, • t- .r- ..1 -... -net•, ,... .=.a,r - «t -,.•»:,-._....•:-•..,..-...•»..- •..-- .......e,....,.......• —. -• .,.�..... tt..- -! -t,.. 1 i • • 4 • 1 i + RECEIVE() CIMO�:T�i�wyua .,.•..,,t. i i ( - r • _�_e__«;....Y._ a e;. • MAY 1 5.20Q2. — , , Vic; ,E,EytivM _.. X �- ` i, T' ►car►.1 ,...._......_ P. E<<M I7 .ENTER MOST *I (Se Saul MI WOW • Y )3 fax TO: Tom COMPANY: FAX: _.( 380 ) 387.2295 transmittal DATE: LEAD r : 1118100 ENGINEERING SERVICES NOTES: ...Wel tables par your uess1. from the desk of; Tom Allison Engineering Services Manager G3 Metals Corporation (500) 851.8341 or (618) 357.8479 (direct line), (615) 3574495 (fax) ?InG�S p,t$,y ` :1, --CC— CITY OF TUKWILA MAY 1 5 2002 t�f Rt,1iT CENTER TRACTION TREAD LOAD TABLES Plank DesatplIoon Plank: Traction Tread Width: 12" Gauge: 11 OA E Chinni H1 gM Se: 0.541 1:03 Mmax: 10490 Ib'M Z:rJalutilltligt>t1 _'4 11 Q 0 11 C 0 Notes: 4°4 i.lIr chiattl, iI0)g Be: 0.3310 InA3 Mms c: 6641 Ibin •'40 3'4 3'4 4'4 8'40 •'4 7' e' 10'.0 1090 moo 0.108 92 --. 7. Z 10 4 -1 _.T.. 71 2 854 364 1. 1. 0.2 ..4 • " 0. t !� Mir s 8Or .103 �d 1,893 446 2.310 346 1 . Tarr eai .� —715—"" 0.575— 609 0.092 I200 003 T Ow— d3 iii • :160 106 t 2Z 3'4 3'4 4'4 8'40 •'4 7' e' 10'.0 1090 moo 0.108 484 273 # 174 A 121 ' e9 ee 54 . 44 . '' R 0.630 Ra� •' 0.829 — 1. 93 34� .821 :1?__,,, 273 1.097 26....e!i 3, 3, 15 r ,,,, 311 242 2,148-- 410 . 2,662 _ •,23' 0. '..: 3 , 0.965 1.299 Uw Uniform Load, pot C R Concentrated Lad, Ibe D • Deflection, In, 1.) Allowable lads are based on the latest edition of /161,1088 Edition wl /2111/09 Addendum. 2.) This table is a theoretical calculation of the allowable loads and deflections for the specified spans. There are no Zest results to Verify the *dual load carrying capabilities, 'Phis Wile should be used as a reference ony. 3.) Loads and deflections are based on side channel deflection only, and does not sccounl for strut loading of the gating surface. ZUu6 c 1. JWV! 1 1 TRACTION TREAD LAD TABLES ' Plank ascription Plank: Traction Tread Width: 12 Ostope: 13 DA EXANIANtal ht 8e: 0.27 InA3 Mow 6335 Ib•M 1:Channallialshi 2'41 0 D u a 0 3'.0 4' � i•i/r Channat 1140 Se: 0.1740 I03 !Amex:. 3436 Ib4n '•0 0' ----iii— 06 222 Oar. ' 00 se _.e. 66 44 Tar" _ F8_ 1.! 0 •V 05 0.120 _.... 0. _ ,11442 V,ae/ r o 614 _ 0. %o �� '— 603 o., -e __._ � � 264 2 �� 0 732 — 00 28 nw� -- 18 1.143 w�•1 0, �r �wr.�r�.�r.�. .1 0 � �� 0, Z e s..�rawa _ 0.660 chi �1� NalhI 2'4 • 3V41 •t.0 I'.0 7'4 1'%0 10'-0 573 0.07 —873-- 285 0, 1 3 1112M111 i� Oar. 7 se _.e. —" e - I..." R 0.654---7111— 1,41 Y' 11 r '""i64 127 o., -e 1 L_ ' 4f .60 0.883 0,802 .i2o U Ng Uniform Load, pit 0 IN Concentrated Load, Iba 0 IN Deflection, In. 1.) Allowable bads are based an the latest edition of AJ61, 1944 Edition wl 12/11169 Addendum. 2.) This table le * lheoretloal calculation of the allowable bade end deflections for the specified spans. There are no test results to verily the actual load carrying capabilities. This table should be used as a reference only, 3,) Loads and deflections are based an side channel deflection only, and does not account for strut loading of the grating surface. GARRISON C.. IGINEERING CORPORATION 806 Metcalf Street, Sedro.Woolley, WA 98284 Ph.360 -85 5-2121, Fax 3608$64658 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, 1 1.3. Analysis of the members and system was performed with a maximum live load of 100 psf. Allowable snow Toad 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 load tables for Traction Tread planking, see M3 — M5, 3.1.1. Ramp. All planking analyzed for 1 112" 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 lifting only, are suitable for 100 psf live Toad alone. 3.1.2,1. 2` deep, 3.1.2.1.1. 11 gage. Suitable for 100 psf snow load alone. are OF TUKW" " 3.1.2.1.2. 13 gage. Suitable for 55 psf snow load alone. MAY 1 5 2002 3.1.2,2. 1 1/2" deep. 11 gage suitable for 70 psf snow load alone. PERMIT CENTER 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. jfg200300Catlouts1.16-01.doc B ri GARRISON rGINEERING CORPORATION 806 Metcalf Stmet, Salto-Woolley, WA 98284 Ph,360- 855.2121, Fax 360. 855.1658 4.2. Platform. Legs, suitable for 100 psf live or snow load, not both, including earthquake Toad. 4.3. Ramp. Legs suitable for 40 psf total live Toad 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, 5132" thick walled, minimum, for posts and horizontal rails. 5.2. 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. Bolt spacing to be a minimum of 2" apart. 5.2.2. Secure planking through the support rail seat with a minimum of 2 — 7/18" diameter grade 5 bolts, at each plank end, in the vicinity of the middle hand rail post of the ramp. 5.2.3. Welding. All welding of members and anchor plates to be performed In accordance with Specifications. Ali welds to be full fillet welds. jfg2003000aliouts 1.16.01.dac RECEIVE() CITY OF TUKW"' MAY 1 5 ?fO? PERMIT CENTEi. C 1 GARRISON Er.3INEERING CORPORATION 808 Metcalf Street, Sedro- Woolley, WA 98284 Ph.360- 855.2121, Fax 360455 -1658 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) These 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 project, 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. 5) 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 project. Such review and approval of shop drawings Is beyond GEC's current scope of work, 6) INSPECTIONS: a) GEC recommends that the Contractor, Bulider, 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, Bulider, 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 -built condition of the structure and related systems. RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER Jf0200300Callouts 1.10- 01.doc D i • • GARRISON Le4GINEERING CORPORATION 806 Metcaf Skeet, Sed o WooUey, WA 98284 Ph.360.855.2121, Fox 3604554658 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 (Pt, =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 all nuts and anchor bolts, unless specifically prohibited elsewhere. jig200300Cafouts1.16- 01.doc RECEIVE) CITY OF TUKW"" MAY 1 5 ?nno P@IRMIT CEiO t; r, E 1 w f�kagit iiIIrrveyors a:'`Englneers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro•Woolley, WA 98284 (360) 855.2121 Fax 360 - 855.1658 E•Mail: sseClldalgo.net JOB IL'- Q SHEET NO C \ , Op CALCULATED BY • - . OATS CHECKED BY OA7E SCALE .r' Ad ueA. 3 r aY■ .• rrlj ) T4;04 ..�. 4 1�3,-�5 , i� A.i 1M(1//s3� ?'S. / �' 't.. 44% wA PA, wa t.k oa✓Ago / /AA ON"4✓i�E. .'• rn t .1 i 'l 1<.51. ZZ P'eu /:a It " v 1( _ biI A./ J ba6 1,41 ` , r/ ta. /0/00 p' --/70 (/V SNA) ' AM.. •s. kMS° /C 4.revs; u k ka.€ r4., w rtlz. To ‘Aa' " C)/74 3 8'.S- Pic erVIL" & a NSA / n•+( G - 14-3,4",% It3i4* top. 10GriL. )4$ 4(3 ov-) 4. -V T % c - P2471-1 RECEIVED CITY OF TUKWIl MAY 1 5 200? PERMIT CENTE14 jr.) b tea.. cad NESS CUST4iM"printInj servk, rou iAu 1e004141 Ness ha. 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" l •t Z tie Luca /3,p4 e- //2'' rho 40owAlla �bAb '" /4Z�,.te e P, z s-5 ; k.Q s QZ'. : al I 0* P • 0 % ogle / 6,2 4' Z . T, Io3 ,/09 .r d1o3 4, a 7 / G / Zer . %434 RECEIVED Cite AF TIMM A MAY 1 5 2002 PERMIT CENTI=k of Ot Coll NESS CUSTOM - printing s4rvks TOU. Fagg 1.0004/44377 NEWS by.. Ptiotommn. NH cutSs. ft!. G 323202O0 iie��rciag�s �Trveyors Q Engineers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro•Woalley, WA 98284 (360) 855 -2121 Fax 360-855-1658 E•Mail: sae 011dalgo.net .I0 SHEET NO. 1 OF CALCULATED BY CAT CHECKED SY . DATE SCALE 4.4%.97 1.oM p,gl► -+ /;Y 4 • s t EA( e)s /( Z+KI 2(03 -+ r /ooC £ •�3o(f) s1 4. 70.0 11s RECUIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER Rt R w C.N NEin CWTOM "prInting $ef*e 10u. FREE $40ee60WWT NEB$, Mc.. P Pit c fin. MI 0345L pa. w a 32W:1GO 1 § 1 1 g maw rveyors Engineers PUNNING • SURVEYINO • CML • smucnrnEs • MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855-2121 Fax 360-855-1658 E -Mail: sse®ffdalgo.net JOB Wk.A 41-t. : A�� LA'S. SHEET NO. `. 1 CALCULATED BY a I% CHECKED SY SCALE OF DATE DATE. C s &amt.s.:- G1 se 11l -. 1� % 4/1T 230p (%') L! •3 D. t 2L SoFiaairaro„t /,r /Z« Co►prz%s.i' o,.) X31 roe! a 3v AA, l�N,�13 p 3.stI . $7e, 4 ormAreS,s 124-60 5 ;,si ":4,,z.)z, % 6. zr 4 17,1/0 / (v 11' Ibesi 61N s arec.,4 /0//0.4 .5dikerge 4s- 8;fa' hsc' l lz." /,/ 473 yze ' • mad k:,. 4 0 q-76 ,tcr 10 nco.aa Ca NIYS CUST6M° printing service rou FREE .ecaes W Neu Inc.. p,urbu,uu •r coin. ( a . . /,3'K /.Si , It. T:.a x /4 s Oi(((O ,Nz # I osril r 11 1,13 RECUIVED +CITY OF TUKWILA MAY 1 5 2002 PERMIT cCNfrEi, 4/0 /00 � o,S 41,4206 -- c ;coe. 1.33 '-ia�x..waXt2.4.1 troaa orozico . r fk agtt rve rveyors & ffngineers PLANNING • SURVEYING • CIVIL 1 STRUCTURES • MECHANICAL • INDUSTRIAL CHECKED BY DATE 806 Metcalf St, Sedro- Woolley, WA 98284 (360) 855-2121 Fax 360.855 -1658 E•Mall sse lldaigo.net JOS • AR 04 SHEET NO. , OF CALCULATED BY CATE SCALE ■ 5-",t o, Iz s' 7-Leg iZeQ.:`S 1 0200 foA 10 trit,ice T.51 .2c0(IIZ) a Zooe)17-- H 500 lu' I6 a 4000 /." a 16 ..�- &2001 4n. / 4 48vE /4 • CxA; J3' 5e 4,16 ' ( 16 Cot° s '4;0;0 ti SAO f• 5, ',_ /,4 III c:/k Ark CO( 'CO k s L it$ Cd4 aft. 57*'0t1i4 £4? R► 12 c/ A. &dogi.43 1 0,33,3( I CITY OP TU WIIA MAY 1 5 2002 PERMIT CENTER ‘,144 "(11-419 paAla (fievinx •2.61.6g Atvo i46 -Mk) L 24 ZP11:5 0.441 a/3:. U.str a?,s- O►r3,3 .3 taboo ' Jar oInQ 73z. 0,57 z., ►`I 00 Rwwr Call NESS CUSTI IM" printing service TOLL FREE 14o4e$ -W N88[ .ArW0o'oug ,►*107151. Rel. Pic Q 328202300 ,r . Mice�grs Wffrveyors 'engineers PLANNINO • SUAVEYINM • CIVIL • STPUC1UAES • MECHANICAL • INDUSTRIAL 806 Metcalf St, Sedro. Woolley, WA 98284 (360) 855-2121 Pax 360- 855 -1658 E -Mail: sseefldalgo,net $HEFT NO. �_„ \- , OF. CALCULATED BY . Ogg CHECKED BY _ OA7E SCALe . slop ',Jolts _ r(2.01.*. (3,4 (.900 • 1 t ti b Ks i ao*r •rt,v?'a,v . .70.1 41$1 3wrr erte,,4,0.%), A.4AOp„, Pm-`: 1114 J' etis i O li io.lsja.1/sCO,•sTMi 6•k,) gi,e ar kids > ' / 4.4 Zoo /Ls s G. S. Ks %. Aiwa 1 Q. 2 0.031 5' . 1 N , 444 0,17(0°'• / S rl = OUP OrQ r,J A :a 'A/ As i", a G 2 R4,15 .1;:cecrz $ (1": 6(97 ; 3 (#7,1;1Z) 1 ?0 lL. �" I�TK%E. 404.*01V1';' 0 r aw* cm NL5$ CUST*iM`print{g ;Rrvkt 1OU FREii 11004•44327 Ness Mw. PMatrrwiyt NH OM% RECEIVED CITY OF TUKWII.A MAY 1 5 2002 PERMIT'ENTI Zoic4a7 z o, of ' � o, ►3 rim 328:4 of tg ��Kagn rveyors &. Engineers PAWNINO • SURVEYINO • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf St, Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360-8554658 E -Mail: sseefdalgo.net Jog _• SHEET NO - \ # OF CALCULATED BY - OATS CHECKED BY , DATE SCALE. f_ /00 ,N / C. 4iitb. /04‘,$--r- S'f. C.t/r?iC L`� %4 /0%4 1A4 /C tC e Vie, 464 '3 /b k: •' 481.;* 11.4 7e1J -j), % SGOCA 57Vb,94. (ftszoi r A3 ) 4/ ( CdL ii I Ar-t r oti arAA oe j .J O,gp SO. ink Nu OrZG7 ., Z 3v' .$ tote MA) qatzry a 0,41 • 657" (*free0" 0, ,� veil iv w Ito 4t. <64,- t* 6c 5-74 5( vs r '/c V3 .,S12-` 11, / rk's,' RECEIVED CITY OP TUKWILA MAY 1 5 2002 PERMIT CENTER NadarCati NESS CUSTLM" Ixinting strvk, 704.1.FRI0 W0404377 NE8. tntt Petaoaovp.NH071 & Rd. No` 4 323Z0ZZO �•Ka9�t . rveyors ��Englneers PLANNING • SURVEYIN2 • CIVIL • STimUCTUAES • MECHANICAL • INDU6TR1AL 808 Metcalf St., Sedro- Woolley, WA 98284 (360) 8554121 Fax 360-855-1658 E•Mall: ssed►Ndalgo.net JOB SHEET No or CALCULATED EY DATE CHECKED OATS SCALE 1. `'11 ( 4,) 0. V1 1,4,1 67)/(,:YAM ,,-�+ .gyp O 5' tI'lr� rreh Crdf 4n?. rA 11 t.di ' f.A11 6.G ki: /a 4, b. 6 kite gelleAdowt t i 416r)01(ft • 3. /p r.r' i t (4c:. g01. 775°10 airr2ChNe 1271 , +� RCCBIVE0 CITY OF TUKWILA MAY 1 5 2002 PERMIT CEr;', r4r taQ« C. 3tNENSCUSTiU `p.intingservke FRF.01.00 0643V N€3SHc.PetpOu. MOM& rtes w: o 32M 4G0 File: MI02 -0064 35mm Drawing #1 -5 PERMIT COORD CC( PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: MI02 -064 DATE: 5 -15 -02 PROJECT NAME: KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: 12:100 _EAST MARGINAL WY. S XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # __ Revision # After Permit Is Issued ■ DEPARTMENTS: 511 Buildin Iv s on Q F Prevention on [r re y�, ❑ Pub W ks eiv o Elias tructura 1 ERMINATION AF CO.MPLEIENESS: (Tues., Thurs.) Complete d Incomplete ❑ Comments: 61.P �tti n1(o- °L Perm nor ina or DUE DATE: 5 -16-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROVING: Please Route El21 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: teeraYAUSHISQUiantil DUE DATE: 6 -13 -02 Approved ❑ Approved with Conditions Er" Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouting slip.doc 24842 PERMIT rs,,^v °''\f 1 0§ gt i; PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -064 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 # # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention 0 Planning Division ❑ Structural ❑ Permit Coordinator ❑ DE ERMINAIION_OLCOMPLETENESS: (Tues., Thurs.) Complete Xf Comments: Incomplete 0 DUE DATE: 5.16.02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED, TUESCTHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR C IR ECTIQNS: Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 6 -1 -Q2 Not Approved (attach comments) ❑ DATE: 5 110 OZ- Permit Center Use Only CORRECTION LETTER MAILED; Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: DocumentshouIIns slip.doc 24842 PERMIT NO.: Mlo- —z 4 r BUILDING PERMITS INSPECTIONS ❑ 1 Progress inspection Status ❑ 2 Pre-construction 3 Investigation 4 OK to Occupy 5 Remove Stop Work Order 6 Follow -up 7 Pre -Move Inspection 30 WSEC Residential 60 WA Ventilation/Indoor AQC 70 NLEA Inspection/Modular Struct 71 Mobile Home Tie Down Insp 72 Marriage Liner 90 Footing Drains 100 Foundation Footings 200 Foundation Walls 250 Foundation trteulation 300 Concrete SIab&Slsb insulation 350 Crawl Space 400 Sher Wall Nailing 450 Plywood Well Sheathing 500 Roof Sheathing Nailing 525 Plywood Deck Nailing 550 Exterior Well Sheathing 600 Masonry Chimney 10 Chimney inwllation/Ali Types 700 Frosting 750 Roof/Ceiling insulation 1100 Floor Insulation 1101 Waillswlatlon 102 Exterior Roof insulation 103 Gluing inspection 115 Lighting and Controls 900 Suspended Ceiling 000 Interior Wallboard Fastening 001 Exterior Wallboard Fastening 110 Pre-Move Inspection 115 Motor Inspection 120 Pro Demo 140 Pre moot 400 Final-Fire 700 Final-Building 900 Final-Remo( 3100 Site Visit 4000 SpecW.Conarte 4001 Special-Bolts in Concrete 4001 Special-Mom/Rolm Cone Franco 4003 SpecWReinf Stool Prestress 4004 Special-Welding 4003 Special•High•Strength Bolting 4006 Speeial•Structural Masonry 4007 Special•Rolnf Gypsum Concrete 4001 Special-Insulating Cone Fill 4009 Special-Spray Fireproofing 4010 Special-Piling, Pion, Caissons 4011 SpecWShotcrete 4012 Special-Grading, £xcav/Fill 4013 Special-Retaining Wall 4014 Special-Panels ❑ 4015 Special-Smoke Control System TENANT NAME: A-C . .Soc`�E D�Gfa�r -, .ef'si+tse- CONDITIONS 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division in 10002 Plumbing pennits shall be obtained through King Co 10003 Electrical permits obtained through L & I 10004 All mechanical work shall be under separate permit 10005 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 shall be special inspected ❑ 10010 When special inspection is required...not* Tukwila Building Division Q 10011 The special inspector shall submit a final signed report O 10012 Any new ceiling grid and light fixture instillation ❑ 10013 Partition walls attached to ceiling grid 0 10014 Readily accessible access to roof mounted equipment 10015 Engineered truss drawings & miles shall be on she ❑ 10016 Any exposed insulation backing material shall have ❑ 10017 Subgnde preparation including drainage, excavation ❑ 10018 A statement tbm the roofing contractor verifying fire retardant class of roof A10019 All construction to be done in conformance w /approved plans 10020 Structural observation shall be provided for this project 10021 All food preparation establishments must have King Co 10022 Fire retardant treated wood shalt 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 shall be treated 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10021 Rack storage requires separate permit 10030 No occupancy of building until final insp by 131dg Div 10031 Comply with requlromenu of TMC 16.04 10032 Remove all weeds, concrete, atone foundations, flat concrete ❑ 10034 Removal of septic tanks require approval and compliance with King Co Health Dept. 0 10035 Contact PW Div to obtain insp for water /sewer connect 10036 Manufacturers Itutallation inswctions required on site 8 10038 A C of 0 will be required for this penult 10039 Final approval for all TI w /in the limits of the SC Mall ❑ 10040 All construction noise to be in compliance with 8.2 TMC 0 10041 Ventilation is required for all new rooms & spaces ❑ 10042 Fuel burning appliances ❑ 10043 Appliances, which generate ❑ 10044 ,Water heater shall be anchored ❑ 10045 Reroof [j "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Date: Plan Reviewer: Permit Tech: Date: u§ PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: . M102 -064. DATE: ..5 -15 -02 PROJECT NAME: ,KC SOUTH OPERATING BASE.- TRAILER SITE ADDRESS: 12.1 OO _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 ► ' RMINAIIOISLOT COAIPI.ETENESS: (Tues., Thurs.) Complete ❑ incomplete ❑ Comments: DUE DATE:_5-1€f2 Not Applicable 0 Permit Center Use Only INCOMPLETE LETTER MAILED; Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials: LETTER OF COMPLETENESS MAILED :. TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPRQVAL.S (aCORRECTIQNS: Approved ❑ Approved with Conditions Notation:.... REVIEWER'S INITIALS: A.11_511 DUE DATE: - -02 Not Approved (attach comments) ❑ DATE: / 7-- A ;�-- Permit Center Use Only CORRECTION LETTER MAILED; Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: Documents/muting slip.duc 2.26 -0I It i PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -064 DATE: 5 -15 -02 PROJECT NAME: KC SOUTH OPERATING BASE - TRAILER SITE ADDRESS: 12100 EAST MARGINAL WY S r . XX_ __ Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter #. Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator Complete Comments: : (Tues., Thurs.) Incomplete ❑ DUE DATE: 5-16.02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined Incomplete: Bldg Q Fire 0 Ping ❑ PW ❑ Staff Initials; LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS; d� DATE: APIRMALLQII MERECTIONS: DUE DATE. 6.13- 2 Approved ❑ Approved with Conditions 0 Not Approved (attach comments) 0 Notation; REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED; Departments issued corrections: DocumenWrouling slip.doc 2.2802 Bldg 0 Fire ❑ Ping 0 PW Q DATE; Staff Initials: ti PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -064 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 ❑ Planning Division ❑ _ Structural ❑ Permit Coordinator ❑ DE.TERM OMPIEIENESS: (Tues., Thurs.) Complete ❑ Incomplete ❑ Comments: DUE DATE: ___ _► -16-02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ LETTER OF COMPLETENESS MAILED: Fire ❑ Ping ❑ PW ❑ Staff Initials :_, TUES /THURS ROUTING: Please Route le Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: 0C, DATE: APPROVALS OR CORRECTIONS: DUE DATE: 6 -1 -02 Approved ❑ Approved with Conditions Ej Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: g44 DATE: 41 J Z„/+ a, Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: ,. Documents/routing slip.doc 2.28 -02 410Y" 6Y YYYY • •41 •• ,:, REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGYST, $ EXP. DATE CC01 WILLXSI021LP 04/18/201 , EFFECTIVE DATE 06/17/1998'' IILLIAMS SCOTSMAN INC 14407 SMOKEY POINT BLVD MARYSVILLE WA 98271 is; At'P.. 2 3 + r ' . : +.. i:1, .44 !1,., +4r's.4.+, , �rl,•S"a•- ' 444':"!!'s • 4114 , 1 rt, 1 ** TOTAL PAGE.02 ** Balance Due: $ Need Current Contractor Registration Card: 15kYes D No Need to Enter Contractor Information in Sierra: 21 Yes No a ,.,M11111111 111111111111111111111111111111111111111111111111111111111111111111111111111111 IM City of Tukwila Steven M. Mullet, Mayer Fire Department Project Name Address _ 1, ' 4't.) TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM r' 7/1 Thomas p Keefe, Fire Chief Permit No. f /t .2 " ` / /,'.l d:2. • X12 , 7 - �J /%l7i2Wc G Retain current inspection schedule Needs shift inspection Suite #, / ,\ Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: #11k 0 1'4 J/7 6 /�',r.. /'G C r i4 k fir, m;4 k: Authorized Signature FINALAPP . FRM Rev. 2/19/98 Da e T.F.A. Form F.P. 85 Headquarters Station: 4444ndover Park East • Tukwila, Washington 98188 • Phone: 206.5754404 • Fax: 206.575.4439 File: MI02 -0064 35mm Drawing #1 -5 • i iiIlii� .iIIII • 1 1 ' I i I; I I I I I I 1 0 Inch 1/16 1 2 3 a; 5 6 1 ' f %,. f r rrrry�rr'r m r � �//�;7 l -,s tYy g �l i,t f L_. �� 1. �) � Z � � 0 1 1111 111 1 11 111111 111 111111 111 III If1IIIIIIIIIIIIIJIIIIIIIII11 11 1III1ll11 11111111 111.11111 1 1III IIII111111 1l!11111111I1 11111 11 111111 12' -0" r[ EXIT :/...5' 21)" CLR ADA CIRCLE CLR 1 ADA CIRCLE Imo _....__1 I_J EXIT \ \\ I BATHROOM TRAILERS SCALE: 114' =1' o' NTRANCE BATHROOM TRAILERS: 1. TRAILERS TO BE ADA COMPLIANT 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 COMUANT W/ UBC - REF STRUCT. 4. TRAILERS TO BE CONNECTED TO EXISTING SEWER, WATER & POWER - REF CML, MECH, ELEC. Ells ( p I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the vioI44ion of any ,.% adopted code or ordinance. Reccltpt of col ; ' • tractor's copy of approved plans 4know ilged. `D` -/e C> By Date Permit No. / ,,, fir.‘") Evils, Ns irt k"/ CHANGES SHALL I =,IE MADE TO .y..: $ , y. ?'E OF WORK WITHOUT PRIOI LER F � :.. �,� aL Oo F TUKWILA BUILD NG ENV; l, ky; 1) XISTING e 3 ENERATOR - `(o'}` EF ELEC jI _ ! 1 DOUBLE STACKED -/ONTRACTOR 1 TRAILERS c. 0,;0,0,0,0.A0,0„0„0, 0,0 .00.: CONTRACTOR STAGING AREA ! .'�• H (Ft::: 0::-AONS '.'.ILL R &CIU1R1 A NEW PLAN SUBF2 7"71A. (1 lv3, MAY AY CN3LI..II;DX ADD T'8O JAL PLAN REVIEW FLL. . S PARATE PERMIT V7iI,,�" t `« !�� YCE`VHAM'i..aAL 1 IiG A1- ;1 j 1 1]! ; I j r' I I ' !_-j- t 1- 1 61 1 I i I 1,1/1,11, I f ( ; l I { Of TUKWII_A If f, d b - 'r t T f 1 I I f l r II VISITOR & STAFF { PARKING I IIfi } ) S. 1 .�1_..- `N> 1 3 EXI c. HA P VEHICLE MAINTENANCE BUILDING 00< 00< 0D00< O< 0< 0O< 00< 00< OQ< >><>< ;:<< OQ< dO0< 0< 0O< OQ< EXISTING CROSSWALK BUILDING ADDITIONS O +< d, ...._._< I% • s \\ \ \\, \, ♦`, \ \\ T ■ . 4 ' �.� /�� ♦ ♦ ♦ <'NC_1t71► • CLR," L i�� O PS BUILDII .���♦ ♦ ♦ ♦♦.♦ N. 4-, f i!•THROOM ►♦♦♦ *EL• TION ♦♦, p) iRAILER(S) N 0 40 0 ,..._. - - 4 / i :STAFF fir. '_,_ 0 L 60 t - a ♦TRAILER NIC) I \t1 ' • . t•• A *4'00000* et •'LA CLERKED P n n �nOnO CROSSWALK LEVELED FOR (2) ADA ra " �QRTABLE TOILETS _ r ,;t -.1 r- -1 L___J OPERATIONS BUILDING STAFF • TRAILER (NIC) 1 !. ,I 1 'i CONTRACTOR' a.__._...._.:4— TRANSFORMER - WW --° REF ELEC TRAFFIC FLOW ISSUES BUS & PEDESTRIAN SAFETY GENL.I.AL PHASING NOTES: 1. THIS DRAWING IS FOR GENERAL PHASING INFORMATION ONLY. REF ADDITIONAL DRAWINGS FOR SPECIFIC SCOPE OF WORK. 2. REF DEMOLITION 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 DP/ 1 OF 10. SPECIFICATIONS. REF DIVISION 0 AND 1 OF THE SPECIFICATIONS FOR PROPER NOTICE PRIOR TO SHUT -DOWN OF UTILITIES OR SERVICES REQUIRED TO PERFORM THE WORK. LEGEND: — 0- 0- -0-0 -0— 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 1 WORK NOT IN CONTRACT L. __ - - rri-` _11 AREA OF WORK PROPOSED CONTRACTOR STAGING AREA (WITHIN EXISTING BUILDING) AREA OF BUILDING ClrRECEIVED ' OF ADDITION MAY 1 5 200? PERMIT CENTER SITE PHASING PLAN SCALE 1' =30'-0.' 0' 15' 30' 60' 0 A No. REVISION BY APP'D DATE 1000 Lenora St. Suite 223 Seattle, WA 98121 (206) 622 -9450 (206) 622 -9462 loll Architecture Urban Design Planning Interior Design PS BLDG.. VM BLDG KEY PLAN •2334 REGISTERED ARCHITECT tESEWOTT MART sua 1 I I I I , . 1 . , . • , . , •• I I " ,ill I, ; 1 1 1 1 1 1. 1 I I I I 1.,' ,. 1 1. 1 I 1 I 0 Inch 1/16 1 2 3 A , . gY.JbJ l) ._s _ r ` I111I111111111111111 111111111I111111111h' 1111 II 111111111111111 111111111111111111 11111111. 11111I1111111I11111111111II1IIIIIIII1 1 11lllll1111 1111 { DESIGNED: PROJECT MANAGER: SCALE: AS NOTED DRAWN: APPROVED: CHECKED: IBIS NO: WORM RCaULST: ONE INCH AT FULL SIZE r 1 IF NOT ONE INCH, SCALE ACCORDINGLY RECOMMENDED: CONTRACT NO: C23007C 6 SITE LOCATION NO: King County Department. of Transportation METRO TRANSIT DIVISION SOUTH BASE SITE PHASING PLAN ,,*1zoz ob y DATE: 05.10.02 98% OWNER REVIEW SET DRAWING NO: PAS1.1 SHEET NO: O 9 O LENGTH / 4 0 /\› 0 LENGTH = 42' -0" LENGTH / 4 .? FOUNDATION SCHEDULE ® SUPPORT RAILS BY MANUFACTURER RAILS ARE LOADED WITH 450 PLF, DEAD PLUS LIVE LOAD. 0 .LACK STANDS PER DETAIL 2, SPACED AT 6'oc. 03 OPTIONAL PERIMETER SKIRTING PER DETAIL 3. ® T1E-D045 PER DETAIL 4, TIE-Doms MAY BE LOCATED WITHIN 3' OF 514O41 LOCATION. TIE -DOWNS ARE.TO BE INSTALLED AT 45' TO RAIL VERTICALLY.. DIAGONAL TIE-DO * PER DETAIL 4d, TIE -DO415 MAY BE LOCATED WITHIN 3' OF SHOWN LOCATION. TIE-Da$15 ARE TO BE INSTALLED AT 45' TO RAIL, BOTH HORIZONTALLY AND VERTICALLY. P PROJECT CRITERIA: 11160 DESIGN LOAD 23500 TIE-DONN CAPACITY 11160 DESIGN LOAD 23 TIE -DON N CAPACITY 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 PSF 25 PSF 50 P5F 80 MPH EXPOSURE B 0132 P5F) 61010 TRANS. / 1453* LONG. 3, R : 29, CO o 036 OIggl UBG) 154800 3432* ASP UNIT SUPPORT BEAM PER - BUILDING MANUFACTURER BEARING PAD PER 1 /5I WITH FULL BEARING ON EXISTING GRADE JAGKSTAND 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 2x4 PT HF MUDSILL, ANCHOR TO GRADE W/ 345"4) GALV. ANCHORS @ 32 "oc, DRIVE 8" MIN. INTO GRADE SKIRTING DETAIL 3 ABS BEARING PAD SPECIFICATION PROVIDE ABS 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. ASSUMING THE SOIL HAS A 2000 P5F ALLOWABLE BEARING PRESSURE, SUCH A PAD WOULD NEED A 156" SQUARE FOOTPRINT. PADS SHALL BE IMPRINTED WITH THEIRLOAD RATING BY THE MANUFACTURER '{ ()V \1.1‘'�� BEARING PAD HAS 3500* CAPACITY ABS BEARING PADS VISSER ENGINEERING TIE -DOWN STRAP TIE -DOWN ANCHOR RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER JACKSTAND AND PAP WITHIN S" OF. TIE -DOWN SHQI"IN TIE DOWN5 CAN RESIST A 23500 MAX. LATERAL. LOAD DIAGONAL T I E -DOWNS 4 d /-- TIE -DOWN EARTH ANCHOR, SELECTED IN ACCORDANCE WITH SITE- INSTALLED —� 1,/ MANUFACTURER'S CRITERIA TIE -DOWN 5-RAP . 1�1 FOR THE GIVEN SOILS CONDITION FOR AN ULTIMATE CAPACITY OF NOT LESS THAN 4700 POUNDS. TYP. j— JAGKSTAND AND PAD / WITHIN 8" OF TIE -DOWN SHOY`N! TIE DOWNS CAN RESIST A 20500 MAX. LATERAL LOAD TIE -DOWNS 4 Building Foundation for C%l H 0 .0 U) 0 0) 3 me 0i3. Q SHEET TITLE FQRTA3L F:cJUNL2t=\ 1^15MI042 -6I4a2 JOHN NO.: MDV DESIGNED: 10 -21 -01 DATE: SHEET FI. .., Ft: . . 0 Inch 1/16 1,'1'1 1•1 1 St I h111�1111IIIIIIIIIIIIII�IIIIIIIIIIIIIII1111 1 1 l I. 1 I.1 1 1 1 1 1 1 3 lTrOrr r,T 4 1111II11111 11 111111111 1111 11 1111 111111 11ILIIIIII111II11I1I11111111II11I1IIIIIII111 11IIII111111111 6 f) PRO.., ECT: ? 0' x 42' - OFFICE DEAL ER STOCK - DESIGN L. 2 x 4 DBI --- PLATE ' '2" .-1ARDBD. R -22 UNTACCD :14.Sui. W/OSOUELN N R (IAtN ) IN:SLAT 1" vE'N l A TION SPALL .--• -• ••.3/8" OSB - -30 GA. GAt STEL: • MI-0. BOW 1RUSS - • 16" O.C. - • 2 x 10 R!1.4RAI: • • :); ! • 7 A 8 s!;i. 1/2" MODULI)! •- - 1/4' PANELING . R 11 rt R•t• ! ACE D RGI ASS S,'A DUC1 - 1) KHAF • 5/8• •&G F ACED NSItt. OE CKINO 011 • I ji 2 T1 0 _i t:• (Hz •i• Jt31 Ot. 46" OPEI411.4* "x•,,,./- USE (2)2y.6 1/2" PENVE1 rp1, R M:L3., I i 10" : • • - • 75 1/2" BUILDING SECTION SCALf .)" *WINDOW HEADER DETAIL • 1 ire T 4,rx,...4 45e -- 4" rIARDI3D. 1RM. • k- • WEST ELEVATION SC ALL i /4"-•!' u" 21 36" (JI•E N "••.; USE (22\4 (SPI.) w/ 1//" F LLER DOOR HEADER DETAIL x 4 SID. 16" 0 C. US[ (,.9 )12c A fAr.P .:Dr or cPuCt 1111;r. 1: I DBL TOP PLATE CHORD SPLICE NTS FASTENER SCHEDULE i) DEL tLoor.: JoIs1s Al ENDS 1 As1t.t4 (3) 7d(2 1; 4") 0 24" 1301H SDI 4/408csivi- 2) ILooR RAI .• .1.0)R JCSS: 1 A:1'01 A....* Id 3) DICK,Nr, PERIL:El:9 r rr.s. iDG. 81-mmE1TR & PANEL r.IXE S W,VLOWIS1 NAIL: 0 b' 0 C PAIiEI 11El D wio6c/92" STAPLES 11(: 4) MEWALL 10 LI OOR: FAS11N W/02d) 0 8" 0 C 1 5•04" (33(.7.4)CA1*/ S1RAPS 0 Au KINGSTUDS & LARY 018N 16" Slut) .FTEW 0;/(18OA)," W C SIAPLI:s ELIEA)IN Lc..1L:0; (1EA)IN BO 10M PLA TE/(6EAM OON 5; c•CWALL 10 FI.Lx,R rAcTET: w:•I;() 0 ,- oc I'.AI1 1.5x14 (30GA)CAI S-RAPS 0 AI( KINGSTUDS & EACH 16" STUD--; ASIEN W;(16GA)1" W.C. STAPI ES 0,6EA)!N WALI 'MO/ A)IN Bottom '! Mt ..(61:A)11,: LOOR 61 FINIAL:. ;C) S;01.V...L J'AS:114 W,(12d) 0 6" tle (bi h)12LI 0 TOPP. A IF. ovERI.A1, w;sti:A8 1) Rocy- to S.•,)E :CNA FOI.134•I Wi(;7c) 0 4" CC K:NcF.,luoS & EVERY fr.IER •6" STut).EksiEN bv,*(1F.:.;.)." siAp!* s 0(3t A) 1114i (IFA)IN WAIL lOPPI. A)IN N4.1. s:o1) 8) SIDLWALL PL A IT 10 sittoS• I A:MN wAnA112,:i NAM S I. IS WV. 47. HARDB::' -.RIM 00 80 rrOM• WINDOWS GOORC & COIR'4, 6 11ARO3L, 70P ONLY PROVIDE BOTTOM OM W/z. -METAL rl USN W/SIDING 30 GA. CALV. STEEL I;=;] 4.:•••„. • ••• HOW ;RUSS 16" ,-.., •-.... .. . 3 - 8" ¶l-IT.A;H:NG DIAPI1RACM l, 3LOCKE i; E ()CIS I OR .. • ., .s"..',":.z..% 5' • 4" ON FA FM) FASTF.N vv.'(thSA); 3/4" NC St4PirS ,-•--- ID 4" 0 C. 0 3LDG PERIMETFR- 6 6" 0 C a pArirt FOOLS & 12" IN TP.E. HUD -, 5/8" 8cC DECKING ® --s. 2X4 STUDS 16" 0 C. C3) 2/8 RAI, • •- 2:4 ElOrTOM PLATt ''.... ..'" .-;'-• , - ..2.1.- .." .. ."-... "....-- .../..-....1 .•••••• . / i '.-• ..••••'• •1" ...11., 1 ‘..:::?-.,-,..._ i' • > •,...tr".....-- ...-"'".1 ...• ..„,.." ../......-.. •"e:C".• ,, 1............. • 4....... , _... ..... .... , 1....--.,-; ..„. ,e%--. 1 „. ..i. ,„. , ..•••••• CONNECTION DETAIL 4 ,•;•• '‘•••••-a• — "•"•!-:-..'1•••••::• • 1:0§V`.••"'•:"..---` !,..'r" • •-•.• b r•AL<L)up RECEIVEL OF TUKWR MAY I 5 200? . „.. " PERMIT CENTER 12" DIA ,2001 /E! f (rYP. 2 EA.) :••••'.. , 4" IIARDOD. 1RIM "- / 2" :-.Atilktb-tiO S•)11•10 SOUTH ELEVATION 0 Inch i ,;(.' t H WIT 71 i r(rir r ... ,.. Y , ■,-, i ---. — — c l F[ li 2:i L, i..)ii! . —2 V I: 1 111111111161111111111111111111111111111111 i 1HIMIIIIIIIIIIH1 111111111 11111 1 11 1 11 1 11111 J 1 1 1 1 I1 1 1 i 1 HI1 1 MI1 1 1 I1 1 I111 ' , • * " • ' I 2 3 SC AL E 1 / 4"..- -o" L ENDWALLS: 3/8" OSB FASTEN w/(1590.) 1 3/4" ti C. STAPLES D 4• & 12" 0, ASTON SUING W/(8d) @ 4" & 8" 0/C SICI:-.46 1(4 lw:7-t44Rn8°ARD" 0/C CUSTOMER APPROVAL '2 FA) :-.,EikAppR..v.51) sTR41s t Ac,_ s *6,[14mEPT AS NOTED -tip 'REVISE ASNI6T-tD ANC) RESUBMIT APPROVAL 8V i/' • ;7. IT ;$ UNDERSTOrn -*. • • ATE; THE r-01AL AGREEWENT . • '• •0 W-Kk•L'eT ZAt.1.•...1F,GAIIONE3 ANC, • s. • •'11-T:1:ii4. MATHAVeL.5 A 4L3 EOUIPIMP.N1 NO1' . •• t*., ArLIO SPECIPOATIONT t• . • t. 1-,1001,1713. ANY 4C0:friCr•TX.:' hAL.•or De. f.6/,:',.• CHA.K113E ORDER AND vTh (A: ..,LLL /.... TH1S r-1•71 MANS Af,./ • 'THIS PRINT MUST fIT.F.11CUEo, " ..* • • rle:ATHJI:raCrl. P-.14.1.4 • ....1.•15.; 4(15 EAST uoar4c.: ••■•••.) t.' EAST ELEVATION SCALL 5, 5 6 im111116111111 E- 41 CL1 ® (.1 O) in La v, omo c.) 0:- o dcW Lt. o o ao • zt(nz zxr 1-aL/6_ . mow oce0221-g ww000-6D owl_ ow La (.."3 wuJV) a. Cr •G. V/ 0 CA-0 CI. Q re a a a. 98094 -98101 0 co 1:71 r"1 0 285 -6165 Alr cT L.) ANNIIIM• 141111•1MI NO f�: 151:L(1k7)1: 4 "GA i1Ot4DING S'TR.1P rRC1.1 rNAME TO ROOF 100 AMP- P Ail GROUND 1/ 2" CONDUIT VN/ (3) #3 TH1iN CU. (1)4 THHN GROL ?,D 70 MAIN PANEL 11. /(6 C')1114 R WiR! GROUND TO 1• BEAM 1 LINE PANEL DIAGRAM 14 * LEGEND Sc NOTES * L 17• 4 T• 4.. M.'S 4 "x39" Ci) J7'• 9 1 /7a 1179' 11 j'7' 14 /S 46 "x39" 3/4" 1. O_ H/S 46 "x39" /4' OFFICE, SA Y :tAZEU Y ` u S 41)'•x39" • \ 30x..6.• _.. OFFICE 1!i 14 "x14" R/A GRILLE 6" DOWN FROM CEILING (TYP.) a �•--• 3° x 6 8_ I1 :) �o 46 "x 41), )` ._ • FLOOR PLAN 5CA:.11 1 '4" 1* C A' • WINDOWS MOUN TE;) Al 6' 0" '0 FOP OFFICE .,.t t0 ? 9 3/4' !1, 2J 46 ".30 ' '` • '004 /240t Sna'•L; POWER PAM.' _.I.. ....._�.. _ . 1111.-_ -_ ..._ _-_ 11_11 -._ 1111__. .. .. _.-• .- .. . -T -• -- - -- • -- --- - ... _.__ _ - 111__. • ,-••- � ..--- --1111.. .._ • ... . - - - - -- - 4 1 �..(4V 4 1 TT 20"x8" S/A DUCT FIBERGLASS 16 "x8" S/A DUCT FIBERGLASS 20'x12" R/A GRILLE raw- --altritall■-=0,41i4 10 "x.10" S/A D' TYP OF 6 /P 4 c ._:. : = 1 ::- gel Dl:o SIGN OUT1.E : 2 1' 4' -- 2 1UBE(34W)jSURFACE MT. FIOURESGI:N1 DIFFUSED (LiTHONIA #Sfl240A) ((60W) INCAD. FYI LITE W/ PHOTOCE DURA #300) STD S OI r r'OI.F SW,TCtt .t, 48" AFr 3 -WAY SWI FCl-I 0 48" AF DUPiEY RECEPT. 0 1;T" .AFl- UMtrsS NOTCO G 11•HLRWISE WT.A IHER •PItoOF DUPLE} RE 4E•.P 1. PHONE ROUGH • IN ONLY: 4SO BOk W 1 /2" CX'IIDUl l STUB HE•LOW FLOOR W /IG COlrR PI ATF 0 15" 4.1-F WALL MT T- STAT(48" AFF)WHITE ROCERS 0403 -O34 PKOGRAMABLF. /,'• DAY W/ AU 10 SF. TH:•CI< 100A 240V 1t "MAIN E3REAKCR POWER PANEL 10 "xi0" SER4;CE AIR (DIFFUSER /CEILING (W/ NUJ. 4- WAY) r1r01OCLl L DLO 5 ?T SIGN OUR E r ELECTRICAL & HVAC PLAN SCALE 1/4 "•- 1'. -0'. (k6 i 7 4 M ' fel 2 TON/ 8KW vOLTACF 1?01240 _ PHASt _ ?_1__111 NIR( _ 4_ . HUS AMPS 100 A1AP M 13 ... ..._ 11__,--11.-•- -•--._. _. ._ _1111... WAT1S 100 AMP MAIN BREAKER POWER PANEL u1CktP fION .1E 11PUM^ .41:4111u1AP Stt;N 111-(' MiRr A -_ - -- 8 cm. 4,000 6-6 - -- _ -- 4,000 6.6- 17.2 ._.- _.. ... __ . -.. _......... __.. -. 4.. _ - - Hf'f AKER CIRC1 Ai; POLE+ No ED 2 1 EO 2 3 0 1 5 • 1 11 t'C•A1 :31. • _:'1R.0:i MOIJNT:NC s•7.0.ACL ►A•. BUSS CIRCi BREAKER T W1RF - . WAY' i i CONt4ECIION ptp - - - _.. _ ' OlE AMP1 _SILT_ -- - A I �t OF JLSCI24' :10t t i_ �, -7 1 70 .-- 1? 2 578 i.. - ... r�F�C- 1---4- 1 20 12 2 - 1 930 j 5 RF (.rPTS i _6 . 1- 20 12 -7 500. I . 4 RICE PIS 1 t3 .3 i 1 14 1 1 i 20 $ _ j ... _......1. • ` I 1 ' 10' ASS 5.200 4 OCC I I 478 ! 9:10 �: _ •_:_ - 1111.- - -1 -- - =_ �• =_ - ._ -.. -� _1111 - -..- _ -^ - - �_.. _." .._ : _ •._': ... -.. . WAffS BUS A, .6,628 ..__. BUS 9 = 4,900 101At. = I1.5713 WA:)S -t (11.1:1. 257. 102) - (F ANS 11. MOTORS . 299) • -- ---- 11.929 _ _ WAr'S - 240 •,0: 15 - 50 -0 "I L S AMPS E 11 %,4•11(.34 ARROW 1 Ott MA \1.t AC) uR1 PS RCI EFtENC* ONLY N w S • r -- - ••• wet. l; -1, I'c1.,EIVEL) ;Ire OF TUKWILA MAY 1 5 2002 PERMIT CENTER FEB-31998 E CUSTOMER APPROVA O APPROVED EXCEPT AS NOTED O APPROVED EX (] REVISE AS NOTED AND RESUBMIT DATE APPROVALRY 7a..R lP 1 AL REPRESS THAT PART pS70P IT IS AUAGREEMENT BtrrytEEi4 ;1'-1- f AR FINAL AN TH006 OF Ortc,7s•J;T1JN• AND SPECIFICATIONS E T T D 6"511 VG ;•_LY 1N THESE 5/ S SPECIFICATIONS V BE CODE it"4'tiOu E.0 MODULE PRODUCTS. ANY MODIF� V•E THE S PI A E OF BY CHANGE ORDER AN INVOLVED. S APPROVAL_ SUPERCEOES ALL OTHER PLANS AND SPECIFICATIONS. I THIS PRINT MUST BE SIGNED, DATED Rr')c.7:71.;:... LANELD 41 � '.:)'-h") £1-7:` 405 E1 l30 to 0 c) w • 0 1? 98094 -981 C10 0) N L1J 1- 0 ww+.•11111r O Q T WILLIAMS /SCOTSMAN - DAWN tf ) (U fD u) CO N tr) O PORTLAND, OR. 03 V 0 .1 O U1 II 0 Inch 1/16 I.• I I • I. 1 • I 1 1 1 1 1 I. 1 1 ,.I 1 1 1 1 1 1 i '3 - Wir'1rie' fli %r•rrrn s rV � = 1 - • 1 �., _,..._ .- -1111. ; . t >7 t t iJ t L : i) I: G - T __. _. - - --- 1111111iii 111111111 111111111111111111i 11111] 1iiiiiil1111111111111111 ,111111111,1111111, 1111111111,1111 ii11111111111iJ1:11 111111111111111 6 GENERAL BUILDING DESCRIPTION AND MATERIAL SPECIFICATIONS JOB . NO.._98094 -98101 1 FLOORS 1D X 42_ —TOTAL SIZE —10_ X 42 TYPE OFFICE TOTAL SQ. FT. - 420_ OWNER WILLIAMS /SCOTSMAN._ LOCATION PORTLAND, OR. REP. DA* HARDY PHONE NO 60-3) 285 -6165 BUILDING OCCUPANT STOCK OFFICE CITY - ____ - COUNTY_ �. STATE WA „OR„ ID. INSPECTED BY: IDAHO BUILDING CLASSIFICATION: OCCUPANCY GROUP _B TYPE OF CONST. -N OCCUPANCY LOAD 100- SQ. FT. PER PERSON= 4 ROOF LOAD: WIND 10 LIVE 30 WIND 90 MPH /EXP. B. f LOOR l OAD _ 50_ PSF /SEISMIC ZONE -,. 3 _ TEMP DIFF - WINTER .50_ DEG SUMMER ,20 DC'G NOTES_ - - -- -- -� FOUNDATION: E BY OTHERS 0 CONCRETE IC CONC. BLK. INTERIOR WALL FINISH NO LOCATION TYPE SIZE FRAME LOCKSET CQLQR 1, THROUGHOUT . 1 4 PANELING• .- (O E 1) . _._ - - - - -- - - - -- - -••- - - -- - --- -•--•• - -.__ -- ---_____ 4 _ 6 _ - - -- _- - -. _ .._... - • -- - -. __ -- - - - -- -- - NO1ES: (1 )..PANELING. COLOR: _WISCONSIN EIDER_ TRANSPORTING CHASSIS TYPE RICROSSMEMBERJOUTRIGGER 0 PERIMETER rJ SKID MAIN LONGITUDINAL MEMBER 10” I -BEAM CROSSMEMBERS -- K 14 0 GAGE EACH ® 961 O.C. OUTRIGGERS -- . E 13 U_,GAGE EACH ®gl 96 O.C. PE RUNNING GEAR -- TY OVE_RSLUNG U UNDERSLUNG TIRES til 8 PLY _0 10 PLY 0 12 PLY BRAKE SYSTEM 12_ ,VOLT _ELECTRIC. ,. _ NUM. OF AXLES, BRAKE _�._ IDLERS 0- HITCH MEMBERS - -TYPE EI STD. BALL 0 0 FIXED >9 DETACHABLE PAINTING -- ALL MEMBERS TO BE COMPLETELY COATED WITH ANTI -RUST PAINT NOTES: J) TIRES TO HI= NFW MID _x_1.4 5) EXTERIOR WALL CONSTRUCTION • WOOD STUDS Jv/ NOM. 2X4 @ E 16" TOP & BIM PATES, SPLICES & 01 KG W/ NOM._ 2X4 _ LUMBER GRADE SPF SIP/SPF STD & BTR PL EXTERIOR SUBSHCATHING 3/8" OSB 0 ENDWALLS ONLY (1 EXTERIOR SIDING_ 112". HARDBD. SIDING GROOVES) (NOTE 1) EX1 ERIOR I RIM 1x HARDBOARD COLORS-- - SIDING SHERWIN WIWAMS- iSW2109 SILVERPOINT TR,M SHERWIN WIWAMS- SSW6580 DARK GREEN MATCHING SKIRTING -SIZr: NZA_ AMT..N /A COL OR_ / N A__ IN1 ERIOR SUBSHEATHING NJA - -- CEILING HEIGHT HI 7' -6" 0 • _ _ NOTES: (11ENDWAI IS. BLOCK ALL EDGES - FASTEN 318" OSB WA15GAI1_3 /4" N.C. STAPLES ® 4"- 6c�"1212 OZ-C_ FASTEN SIDING W /(8d) O 4" & 8" 0/C 5IDEWALLS: FASTEN SIDING Wit3dT 0 4" & 8' 07C (2) HEADERS: 36" SPAN USE (2)2x4 W/1/2" PLYWD. FILLER _ 46" SPAN USE .212x6 W1y2' PLYWD_ FILLER (3) CHORD SPLICES: USE ,(_9 )12d NAILS EA SIDE OF SPLJE (4) DOUBLE TOP PLATE (5)_ENDWALLS ONLY: INSTALL (2 EA)SIMPSON #ST2122 0 HVAC DOUBLE KtNGSTUDS & 2 EA EACH CORNERS OF ENDWALLS (6). PROVIDE _BOTTOM TRIM W 2-METAL FLUSH W SIDING D 001I SCHEDULE LOC TYPE SIZE FRAME LOCKSET ' OTHER _1 H.M. 30 6 C ALUM. WOOD KEYED PASSAGE NOTE ill (NOTE #2 _ _ -- -•- - - - -•-• HCWD 30 6 Q 3 :. - ' 4 _ . NIA_ _ _ ___ -_ DRK. FIN. iVU I .J: 0.) EXT. DOOR #1: PHILLIPS 24GA) DOOR W /ALUM. FRAME - HINGES: STANDARD 4 "x 4" 1.5 PR.1 ` TANDARD DOOR CHAIN lLOCKSET: MFG,STD. KEYED LEVER WLSCHLAGE raD_._1MEAIHERSTRIPPING. THRESHOLD,. QQQBAOTTQM (2.)_ INT. DOOR g2: 1 31_8 ", PRE- FINISHED .SANTA -FE HINGES: STD. STD. HAGER 4" x 4' LATCHSET: MFG. STD. LEVER PASSAGE SET STD. WALL STOP (I EXT. DOORS: COLOR- #SW2109 SILVERPOINT WINDOW SCHEDULE LOG. TYPE SIZE FRAME GLASS U =.38 SC = .40 OTHER -] H.S, 31033 VINYL LOVE BRONZE GLASS WJSCREEN 2, DRP: ES /BLINDS -- •STYLE NL —_ COLOR -- LOCATION__ - NCIES: (1) (1 EA) WINDOW TO BE SAFETY GLA _ ZED - (2) MOUNT WINDOWS 0 6' -Q" TO TOP LIANCES APPL "XPE ZE INSTA._HOL NLA ,• __________ - - -- -- . ..... _ . ....._ ...._ LAVY_ SINK -NIA - •---- - - - - - - NOTES: UMBING Hli )1CAPPEi) DESIGN • - KI REQuiRED 0 NOT REQUI.' .0 G!3Ail' INE MFR. N/A __ SUPPLY i_.NE MTR. N FIXTURE TYPE TPE MFG. VALVE WTR.••_CLOS :._ /A... _ . _ _ .. _ .. -- . ..... _ . ....._ ...._ LAVY_ SINK -NIA - •---- - - - - - - -- -•- - - - -•-• - -- URINAL_ N /A._____ :. - ' TUBTHOW_,. . NIA_ _ _ ___ -_ DRK. FIN. _ __ . _N-A A - -- -• -- .......- - • --- - -- - -- _ - -- -- • -• - -.. -.__ _ -_ ,SERV. SINK _ N/A. --- ..__... - -• -- - - •• - - - - - - ...._ -•- _BUBBLER __NIA KIT. SINK --- •--•-- N • •-- -_.... - - -• --- 1Ci 1 f:S: FLOOR CONSTRUCTION WOOD JOISTS W/ NOM, 2X8 EACH 5116"U - __•O.C. RIM SPLICE AND BRIDGING WTNOM. 2X8„ •,- ___,._ __ LUMBER GRADE #2 DELL SUBFLOORING MATERIAL •518" T &G,DECKING UNDER SHEATHING �QILE.« K NOTES: INTERIOR WALL CONSTRUCTION FRAMING- LUMBER URAD[: SPF STUD/ SPF STD & BTR PL PARIITION WALLS W/ NOM. 2X4 ® Ei 16" O.C. SHEAR WALLS W/ NOM_–,N 9 U L6 "__,_ PLUMBING WALLS W,/ NOM.,NJA SUBSHEATHING; NOTES: FINISHED FLOORING NO. LOCATION TPE MFG. STYLE COLA 1 _ 5 THROUGHOUT T 8 TILE MANNING, STD _ -, (NOTE 1 EXT. WALLS _ 3.5" VA;;;;;: to ,�,.„ . NO i ES: _0) TILE COLOR: #127 WARM BEIGE _ MOULDINGS ROOF CONSTRUCTION w/9 "HEEL (301 LIVE LOAD) FRAMING W/ NOM. MFG. BOW TRUSS 0 E1116" 0 O.C. LONGII UDINAL BEAMS 2" x 10" RIMRAIL SUBSHEATHING _418OSB _CNOTE1.)_� ROOFING MAT . _(30 G) _GAL . STEEL CEILING MAFEZIAL _1/2" MODULEX - EAVES-- ENDS N� — — - - _.._ • .... _ SIDES NIA __ GUTTERS & DOWNSPOUTS MINI - GUTTERS OVER DOORS __ _ ROOF VENTS 12" DIA. - 2 EA. NOTES.; 0) BLOCK EDGES---g--e- 0 EACH END, FASTEN 378` OSB WI 15o.) 1-3/4-.W. STAPLES 0 4`_O C _ BUILDING PERIMETER • -_ ; _ 0 _ 6" OJC - PANEL EDGES ® 12" 0 C PANEL FlELD ELECTRICAL TOIAL LOAD 120/240V Am AMP 1 PI- LASE -M.B. 100_ AMP PANEL:EXT. SURFACE MT. BREAKERS: SNAP ON TYPE SERVICE is UNDERGROUND 0 OVERHEAD vVIRING E1 COPPER NONMETALLIC SHEATHED CABLE 0 COPPER THHN WIRE IN cj FLEX 0 EMT COND. O COND: MC GABLE _BEE- LYE STD. 1 •.►`'. '..`._ .. — - GROUNDED AFF 15 DUPLEX CFI & STD. DUPLEX - GROUNDED -- WP WEATHER- PROOF DUPLEX - GROUNDED ' EXT. WALLS 240 V. RECEPI: 3.5" VA;;;;;: to ,�,.„ . :. - ' FC EXT. DOORS 60W• INCAD. W./PHOTOCELL DURA j300) - _ 50 .. RfSTROOM N/A _CLUNG _._. --- _46"/2 TUBE/FLUOR./DIFF. /SURFACE MT. (UTHONIA #SB240A)34W LAMPS _-_ .EXIT SIGN N/A N/A, A. ENERGY LITE N/A COUNTERS FANS LOCATION TYPE CFM 2 N/A N/A NJA SIGOKE DETECTORS -- - -TYPE N/A NOTES: •-(1I PHONE ROUGH -IN ONLY: PROVIDE J -BOX W/1/2" CONDUIT TO BELOW FLOOR ONLY W]STD. COVER PLATE i;2J V )RING TO BE IN FIN-EX EX .j3LSERVICE TO BE UNDERGROUND .(41_SEE &ITS #2 .EOR ADDITIONAJ•,.MORMATIQN_ _ -- - . ... . URNISHINGS . - R -VALUE 1 •.►`'. '..`._ .. -/ _EL94B -_ COLO: DES .IOF.. SHELV G _ _N ..._ ..... ..... A _. _ ... .._ ' EXT. WALLS PLAN TA: d 3.5" VA;;;;;: to ,�,.„ . :. - FILE CAB. ` N Al '-. ' ... ROD SHELF 116, — NSA, _-_ PLAN RACK N/A, A. COUNTERS BASE CABS OVERHEADS �• SIZE GRAB BARS. MIRRORS - Fir T.P. HOLDER - - -- W. PART �A--- .• - - N A URINAL SCRN TOWEL DISP -- -A ____ - .. _ NO rE s: RECEIVED ...- -••- -' - - -- -CITY OFTUKWFLA MISCELLANEOUS FEB -- (1) IDAHO, WASH - (GOLD), OREGON�GOLD) TAGS 3 19 NtKMI 1 L,LN I LR SUBMI WAILS - _FATTEN AS REQ, TO MATCH PA•NEUNG CEILING MODULEX SPLINES STD. BASE 1 1/4" PREFINISHED WOOD RESFRM. t3ASE A DOORS . STD. WO-6-D1_ WINDOWS STANDARD___ ._ NOTES*- - - INSULATION LOCATION R -VALUE THICKNESS MATERIAL _EL94B -_ R =19 __ 6.0" KRAFT FACED__ __,. CEILING _ R -22 7.0 •._ UNPAGED /VISQUEEN EXT. WALLS R-11_ ~ 3.5" KRAFT FACED INT,_ WALLS_N A _ I 0 Inch , I, •I • 1/16 I HEATING AND A/C (BARD #WH241 -A08) fWE ELECTRIC ENDWALL MOUNT HEAT PUMP RA HNC - HEATING 23,200 BTUH 8 KW 1020 EACH COOLING 23,600 BTUF•I ._TON .00 CESP 1H:RMOSTAT- TYPEWRITE ROGERS X8403 -0 -034 PROGRAMABLE__ T -STAT O 48-" AFF 11CTING LQCATION MATERIAL REG. SIZE — I2SIZE uf_e i_ CEILING _ 0"x8" L TURN A UNIT 1 "_FIBERGLASS 10" x 10" 20 x 12'� NJTES: (114" X 14" RJA GRILLES 0 OFFICES ❑ APPFIOVED ❑ ,APPROVED EXCEPT AS NOTED ❑ REVISE AS NOTED AND RESUBMIT APPROVAL BY DATE IT IS UNDERSTOOD THAT THIS A 'PFOwAL REPRESENTS THE FINAL A CATIONS DBMETHODS OF CONSTRUCTION. MATERIALS SPE(..FlCATIONS NN AND EQUIPMENT NOT LISTED SPECIFICALLY IN THESE PLANE AND SPECIFICATIONS WILL BE CODE APPROVED MODULAR STANDARD PRODUCTS. ANY MODIFICATION TO TI1tl:-.1E PLANS MUST EL MADE BY CHANGE ORDER AND HAVE THE SIGNATURE OF ALL PAFt T iiS INVOLVED. THIS APPFROVAL SUPERCEDES ALL OTHER PLANS AND SPECIFICATIONS. THIS PRINT MUST BE SIGNED, DATED AND E T U: :. D TO NORTHWEST BUILDING SYSTC:,^AC 405 EAST BOEING LANE • SOIE , I'_'• =!•!O C571.5 W a 0 w 0 O N •i• 0 a 2 z 0 0 0 w - J w 0 0 CO 03 0 0 CO 0 z 0 CO M N 1.1.i 0 SCOTSMAN - DAWN HARDY FOR: WiLLIAMS co co cD 0 O 0 1- O a. CO 0 >- m z 4 0 0 -J r 0 • n a ('U) F�11 Z E V) OmU) I•I .i ,;,I,I�,�I���I, 3 Wir rLielf ,rrr; e• y At 4 11111111111111111111111111111111111111111111111111111111111111111111111111111111 111 111 1 1111,11111 Ii111iiIII11 11111 11 1 111 111 I11 1 111111111 6