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HomeMy WebLinkAboutPermit MI02-063 - KING COUNTY METRO - SOUTH BASE - TEMPORARY OFFICE TRAILERMI02 -063 KC Metro South Base 12100 East Marginal Wy S se- City ofTukwila 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 S TUKW Permit Number: Issue Date: Permit Expires On: M102 -063 06/27/2002 12/24/2002 Tenants 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 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 24' 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 UBC: 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: End Time: Private: Public: Private: Public: * * Continued Next Page doe: Miscperm M102 -063 Printed: 06-27 -2002 !ii City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature:_._..rC2:�t.�rc.- Date: 6 7� �- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating constructioj r the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: 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, dog: Miscperm MI02.063 Printed: 06.27.2Q02 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 WY 5 TUKW Suite No: Tenant: KC METRO SOUTH RASE Permit Number: Status: Applied Date: Issue Date: M102 -063 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 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 typo, 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 MI02.063 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, 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 are 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 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 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: i it c =a,. Print Name: Date: 4. f .1.'7 n doe: Conditions MI02.063 Printed: 06-27-2002 CITY OF -'JKWI LA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 )R STA1 E USE .ONI Y Project Number: Permit Number: -0 3 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: • •.- _ '� :1111- Value of Construction: 9400 Site Address : City State /Zip: 12100 East P2arginal Way Tukwila, WA Tal ppa mk ?.. umb 32 r• 1 Property Owner: King County Metro Phone: ( 206 ) 684 -1334 Street Address: City State/Zip: 201 S. Jackson Street, Seattle, WA 98104 Fax #: ( ) 206 684 -1900 Contractor: City /Sta e/Zip: Phone: ( ) 0 Water Street Address: City State/Zip: Fax #: ( Architect: Phone: ( Street Address: Address: Street Contact Persons Gerrie Jackson Metro KSC-TR-0431 Phone: ( 206) 684-1334 Street Address: 201 South Jackson City State/ZI : Seattle, WA 98104 Fax #: ( f 206 684 -1900 ..� 11.11..• MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE VESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done (please be specific): Install temporary 10'x24' office trailer with ramp and foundatiq Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and store a location on se arate 8 1/2 X 11 a er lndlcatln uantltles & Material Salet Data Sheets • Above Ground Tanks CI Antennas/Satellite Dishes Bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housin •Roplacemont only 0 Parklno Lots ❑ Rotalnin Walls al Tem ora Facilities Tree Cuttin i APPLICANT RE VEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS Channolizatlon/Strlping • Curb cut/Access/Sidewalk ■ Fire Loop/Hydrant (main to vaultlN: Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft,grading/clonring ❑ Landscape Irrigation ❑ Sanitary Side Sower N: ❑ Sower Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt N Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # - Size(s): _� ❑ Water Meter Temp # Sings): Est. quantity: _ gal Schedule: ❑ Miscellaneous ❑ Moving Oversized Load/Hauling MONTHLY SERVICE BILLINGS TO: Name: Phone: Address: City /Sta e/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Name: Phone: Address: 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 applicatia ccepte _,A 9/9/99 miscpmr.doc Date application � pi WPOS Application taken by: (initials) 411 \IIS( [1 LAN!OUS PIR ' APPII(ATIONS .%11_/S1 BI SUB/WITH ITH Tlfl [011OWINC: > ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ o 84ieDINGs lYtik.A 7 {VD UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER D CIVIIJSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) roil `I I( \III \I'I'I I( \IIO\ \NI) RI(1l MI) ( III( kiI' 1ti IOR Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding :5,000 gallons and a ratio of`height to diameter or width which exceed3 2 :1 I'FR\1I1 RI \'II \1' • Submit checklist No: M -9 D 'Ariterinas/Satellite Dishes , . Submit checklist No: M -1 O eulkhead/Dock Submit checklist No: M -10 . "" _ Coninletciai Rereof Submit checklist No M -6 .No: Demniition Submit checklist M -3 Iti, 6 - Over 6°feet in Height Submit Checklist No M -9 , Land Aitering/Grading/Pretoads _ Submit checklist No M•2 _ 0 Miscellaneous'.Publlc Wairkrl. Penal - Submit checklist No: H•9 © Mahlifactured•Holiski '(RED INSICNIA.ONLY) 'Submit checklist No: M -5 0 Moving' Oversized;tdlad&Hatiling .t: • Submit checklist No: M -5 © Parkin` {Lots;. ' °' Submit checklist No M4 O Retalriiil;Walh -.Over 4'feet in height Submit checklist No: M -1 0 'Teivrporary Facilities, Submit checklist No: M -7 r TretCuttind 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 ". 1r ilhsi� 'I0,OwntrrlAuthorindAtent If the applicant Is other Ehsh the owner, registered architect/engineer, or contractor • 1lcenS`tld;by theAState of Washington, a notarized letter, from the, property owner authorizing the agent to submit this ,permita oa�nd abto rmit wilt be required as part of thislubmlttal, I NERDY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO OE TRUE UNDER PENALTY OF PERJURY OY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. ® 1'11 X .'1.: CtIP 1; If OR AUTHORIZED AGENT: rr --u, - , eQO'1'AZ- IIMMEMIN �j' �{',� re= Phone: Mal") rG 5, ° /d3 Address :0 / $ . J..t r..�E- %�-.. City/State/Zip: ip: `_ . "" _ 9/9/99 4 mLwpml.doc a4. • ' ,A d. ' st ! '$0% lgt) NW i5O z rti ow lilt f✓o F City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 981 88 / (206) 4314670 Parcel No.: 7340600421 Address: 12100 EAST MARGINAL WY S TUKW Suite No: Applicant: KC METRO SOUTH BASE RECEIPT Permit Number: M102 -063 Status: APPROVED Applied Date: 05/15/2002 issue Date: Receipt No.: R020000884 Initials: SKS User ID: 1165 Payment Amount: 185.75 Payment Date: 06/27/2002 03:11 PM Balance: $0.00 Payee: KING COUNTY METRO TRANSACTION LIST: Amount Typo Method Description Payment Check 4089 ACCOUNT ITEM LIST: Description Current Pint 185.75 Account Code BUILDING - NANRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 181.25 4,50 Total: 185.75 2,3 ••)7t6 TO`1" r L 743. ()0 doc: Receipt Printed: 06- 27.2002 ide�S`b¢?'i'a�r%§,:s };yvib ?iF.' i4:b&& • , ; sae :YY"'.y.F;,.: »n.ry:,,v +nn.n' :.u:e�: .,.r City oflukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No,: 7340600421 Address: 12100 EAST MARGINAL WY 5 TUKW Suite No: Applicant: K.C. METRO SOUTH OPERATING RASE RECEIPT Permit Number: Status: Applied Date: Issue Date: M102 -063 PENDING 05/15/2002 Receipt No,: R020000645 Initials: SKS User ID: 1165 Payment Amount: 117.81 Payment Date: 05/15/2002 10:13 AM Balance: $185.75 Payee: KING COUNTY TRANSACTION LIST: Amount Typo Method Deacr.iption Payment Check 4068 ACCOUNT ITEM LIST: Current Pmts 117.81 Description Account Code PLAN CHECK - NONRES 000/345.830 117.81 Total: 117.81 3"71.1.7 171.6 TOTAL 47 ..2. Soo: Receipt Printed: 05.152002 INSPECTION N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECC`3 Retain a copy with permit ESNIM ER ( 06)431 =3670 eta (. /, rr ype o nspe • : 0 y A • ress: Date Ca led: p c : nstrucuons: ` It91 eadle (2 114 P • ": .m. equest t ' 0 0 0: j -.Z.7 4:1 Approved per applicable codes, 0 Corrections required prior to approval. •YT r�J�E _ roil .111111111.1111111111111111.11111111111 Inspector• Date: $47,00 REINSPECTIO E REQUIRED. Prior to Inspection, fee must be pald at 6300 Southcenter 8fvd,, Suite 100. CaII to schedule relnspection. Receipt No.: Date: No. ITV OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 88188 INSPECTION RECO) Retain a ropy with permit (206)931.3670 ro t ;, Ai/ i//f/ ' �► , : • nspection: 1 J A • • ress:: r : ` . E. Date C le • : )pecial instructions: fez /a> /41Vo✓ d 14% /44 ' C4a. /'/1' �C, Date an : d: ' tga it 01, p•m• equostor: —....� �, no o. d(u`e Approved par applicable codes. Corrections required prior to approval, Date; q $47.00. Rgl4SPECTIQN i' REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Rlvd., Suite 100. Call to schedule reinspection. Receipt No:; Date: GARRISON ENGINEERING CORPORATION STRUCTURES • CI . • STORM DRAINAGE MECHANICAL • HVAC • INDUSTRIAL 806 Metcalf Street, Sedro- Woolley, WA 98284 Ph.360- 855.2121, Fax 360. 8654668 STRUCTURAL ANALYSIS, Gravity And Lateral Analysis, ADA Access Ramp For: Heritage Modular Co. 80 Glacier Park Drive Camano Island, WA 98282 GEC Job Number: 200300 January 19, 2001 ciiY OF TUKWILA 14PPRO`1eu JUN 1 2 NOZ INDEX.:, Design Sketches. Pages SKI — SK2 Manufacturer's Data. Pages M1 • MS Callouts for Design Sketches. Pages 8 - C, (Reference Design Sketches) Specifications. Pages D - E Calculations. Pages C1 — C19 Total Number of pages excluding cover sheet: 29. NECCIV @u CITY UP TUKWILA MAY 1 5 2002 PERMIT CBNTSR Notes. Disclaimers: • Garrison Engineering Corporation (GEC) takes no responsibility for items not specifically addressed within this report set, • This report is valid only for the specific project shown above and herein. Further, this report is valid only If it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). jfg200300Callouts1.16- 01.doc ti 4' -O 3/4' SEE DETAIL 'a' FOR HANDHOLD DETAIL LEMON VARIES *\LI\I\LtLllhI1I i nil 1 MAX SLOPE ME 11111 i • ,N tl t, ANGLE BRACKET c b Q (5_ -.I 0 i i 1 T / MAX 1 LENGTH VARIES A' MAK 4' -9 1/2' PROFILE VIEW (INSTALLED) SEE DETAIL 'A' LEVEUNG FOOT we osANtrini • 1/1' OCTMI •A' 1.11/3 HQJDO1 MIS • OfTA1L lladflUQLO 13' -11 3/4' b' 4 11 4' -o 3/4• 1I -4. i i/4' 3' -F I /2'Iss■r.- ElAti—VIEW 4'.a I/4' • 8CC UtfAK NIUE t$ACtctl .• 1 I/2'(111)) —..— 4'. 1/4' emir INNIS 6CE DC ML '0' FOR CW3E011011 OEIAIL 6UC DETAIL •9' FOR HAIIDI1040 DETAIL eitoth.LvEty . 5'.0' ��_... 4. tintifin 111110111111 .11111111111111111111001 MUM • • • • • 12; I MAX SLQPE 4' 2 t /16'. 4' • I /T "— . .o' . ,1' -0• " f OOI.1A i i i i 1 i i i ;44 DEIA44 'A' 4L►ti4u1G EQ')I 1 1 NwM Ica uwyww T F albow . kailii `10gIA111'Ji A TAM CQYLf: _ _ .� "'""�' •"' 2 1. 4' k +6+ WOWS N NR � 200300_ Mama Ur ~ 1aw.ili — IN _ ©t'S7® Y Y ~vas F — 1 —.L. I 1 ueo u / uu u0: SUSI SENT . BY:. WESMIELC CORP.; mit nomas ud�ae 360 E29 8688; oou -,ti 1 -aeZa IEC•5 -.AA 18:03; PAO! 1 m yu kagit • rveyors d ,J'ngineers 806 Metcalf St., Sedro•Wooley, WA 98284 (360) 855-2121 Fax (360) 855.1658 • • low woman 7.17tvw,7100.• vier ~ • • , .foe On 0 4'7t9CJ ,A S}+EE7 NO. , OF CALCULATED By 1 km... GATE 17./ CHecxeo BY DAB SCALE • , �..�..�rr ,TE.Acncw . ThiZ A rL ti/14 5 • , . • • .. 4,1111. t Mr. Malt r,.IC.Imam v....m.112a1W .111.4•1110e ».....rfl, -.fl , -• r, • s . •• WWI ,....••.m► ..- .,•.ai.n..r,.. ... } i r f I 1 .,ts:„ � . ' j1 1 1 • 'trt...,+. •# ,oearn�.,.. .Me•*+ `.v Y, .stn ..w•.•r •etvivi le i , I 1 i w i 1 1 f I ? , w +..}+.•�wr..w.w.*w' I 1 I ! s . ••erg-.,.. •.,.rr..«.....:, T•..., f.•r.r.r. .- .=n..r.,wt..r- ,r•• -.. rR+71,..7. ,,r-a-- r :•*.s+ r < vv.,. { • ...........,•.,••.. . . , .........6,..1.4.1 ..,_..o..1..pe.....;..I.Kes.m_ ____,..*.z.c,ri. ,_ .b. ..... , x ' 71 , vsi • rn3 fax transmittal TO: Tom COMPANY: FAX: _ 36 _( 0 ) 3b7 2295 DATE LEAD + : 11/8/00 METALS ENGINEERING SERVICES It NOTES: ;dad cables oer our rog from the desk of; Tom Allison engineering services Manager O5 Metals Corporation (800) 8519341 or (618) 3574479 (direct line), (618) 3574495 (fax) QtAC.\s, , ig TRACTION TREAD LOAD TABLES Plank DesarIpI on Punk: Traction Tread Mdlh: 12' Gauge: 11 OA taham.dalptu 8e: 0.541 I103 Mms : 10800 Ib4 n zialionakwabi 2'4 0 C b 4.4 , 1. chance N 1:01 So: 0.3310 IM3 Mmsoc: 8641 bin •'4 7'.O 8'.0 10'4 1 . 1. 1 • 9 - 0,208 Ml -Tar d91 — 67 2 10 4e .. ---i- 71 0.716 .031 -Tar 1.833 2.319 2.864 11 T* - 604 08 x_0.825_ 609 1. WI- ' 446 344 366 0.092 0.2 _ 0,066 1.858 2.2D1 1.122" .21,61411.116101 3'4 3'4 0 D Notes: 4.4 $'4 5" 7'40 9'•0 10'4 . 273 1 4 2 1, 0�3---- e0 ,e2+ '" 91 r""3 ee -VIC 1.097 b/ 44 • . - 0.630 0.520 * 2.815 _ 2.1 3.315 * 2.652 1000 545 436 383 •, • . •,23 0. 0...3 _ 0,066 1.299` U • uniform load, pet C • Concentrated Load, lb, D • Deflection, In. • 1.) Allowable lads are based on the 'sleet edition o(A161,1088 Edition wI 12/11169 Addendum. 2.) This table is a theoretical calculation of the allowable loads and deflections for the specified spans. There are no test results to verity the actual toad carrying capabilities. 'This table should be used es a reference ony. 3.) Loads and denectlons are based on side channel deAecMon ony, and does not account for strut loading of the grating surface, TRACTION TREAD WAD TABLES ' Plank Deecriplfon Plank: Traction Triad Width: 12"' Gaup; 13 OA ' ZaminatibIshi 1i 1i, a Ct nM H {e 1 r iii r e.: 0.27 103 , S.: 0.1740 Inn3 Mom 6335 Ib•In Mmes. 3435 Ib4n r— one . D D 3'.o 4'41 2'4 7'4 10'4 -iSO ;;E 222 ' 142 t-,_�-�— �3 . • n1.-, i 1,428 i8 ..0. 1 1 , • 0 ���,t — 2N Q, Z' 0,%T0 0.81 - 8T 0M- WE- .. OW- 26 0 660 222 tfir 198 - 0 - am 1.143 4.1/2" Clipmelj 1'•0 • 11 0 D Notes: 3,4 4.4 r-0 7'40 S ►,0 10'0 673 30 n1.-, 2....F 6_0.07 ' W.° 1. 0. - 0.464 .116 1,41 -ice 01 1 .143 127 • 15 1 0, 83 0,1392 .126 17341 U Unllarnt toad, psi 0 R Concentrated Load, Ibs D • Deflection, In. 1.) Allowable loads are based on the latest edltton °MAISI,1948 Edition wl 12/11189 Addendum, 2.) 7hle table le a Ntieonillaal oelculatbn 01 the allowabM bads and dsllsctIons for the specified spans. There are no test results to verily the actual load carrying aapaMlu. The table shouts be used as it rsferrnce only. 3.) Lards and cla0octions are based on side channel deflection only, and does not account for strut loading of the grating surface, GARRISON L IGINEERING CORPORATILA 806 Metcalf Sheet, Sedro-Woolley, 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. 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. 1.6. 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/W 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 — M6. 3.1.1. Ramp. All planking analyzed for 1 112" deep are suitable for 100 pat live Toad alone. 3.1.1.1. 11 gage. Suitable for 100 psf snow load alone. 3.1.1.2. 13 gage. Suitable for 55 psf now load alone. 3.1.2. Platform. All planking analyzed for 5' clear span, and anchored with screws to resist lifting only, aro 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. 3,1.2.1.2, 13 gage. Suitable for 55 psf snow load atone. 3.1,2.2. 1 1/2" deep. 11 gage suitable for 70 psf snow load alone. 4. COLUMNS/LEOS. 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 levelfground. 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. jra2oo3ooColioutsl • 1 6.01: doc B 1 GARRISON C :GINEERING CORPORATk .J 806 Metcalf street, seem - Woolley, WA 98284 Ph.360.855.2121, Fax 3604854658 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, S. HANDRAILS. 5.1. General. Use 1 1/2" square tube, 5/32" 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. 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. 5.2.3. Welding. All welding of members and anchor plates to be performed In accordance with Specifications. All welds to be full fillet welds. jf9200300Cafloutsl- 16.01,doc C i V. :�hf��t:ri ?AfFs'.F?^E%t°: ";::?.V.J. �,.r.e.:.... .. �1:�: _.. �:'3 s�- . §ti'. .�. ;�1,", ... .�.F•,:..Y'.nwa.e. GARRISON Es. 4INEERING CORPORATIO, 808 Metcalf Street, Sedro•Woolley, WA 98284 Ph.360- 855.2121, Fax 360.8554658 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. 6) 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, Builder, or Owner retains GEC to provide on -site inspection services of the items which we analyzed / 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 -built condition of the structure and related systems. jrg200300Callouts1.16- 01.doc D GARRISON L,4GINEERING CORPORATKS,4 808 Metcalf Street, Sedro- Woolley, WA 98284 Ph.360855.2121, Fax 360855.1658 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) Matedalg. All materials shall comply with the following standards except where noted otherwise, Extrusions, angles, channels, tubes and plates: Alloy 6063 45 (P,yr-16 ksi) or better, c) Welding. All welding by a certified welder. All welding to be in conformance with current ANSI / AWS D1.2 cone 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) Bolls. Bolts to be ASTM A325, or Grade b, unless otherwise specified herein or on the sketches. Provide locking washers under all nuts and anchor bolts, unless specifically prohibited elsewhere. jf9200300CaAnuts 1.16.01,doc E 1 1 I kagif Alwo rveyors d. t ngineers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcalf SG, Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360-855-1658 E -Mail: sse ®1Jdalgo.net .roe I . " ►•.P SHEET NO C\ OF CALCULATED eY . HATE CHECKED BY . 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R,L tic Q 328102100 . 111.1 14 rveyors t ThEngineers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INbUSTRUL 4. 806 Metcalf St., Sedro- Woolley, WA 98284 (360) 855.2121 Fax 360 - 855.1658 E Merit: ssa ffdalgo.net JOU '- - IN 0.0.1.0 10,-04/ 1,1 SHEET NO. - 4444___ _ '- 1: co CALCULATED BY CHECKED BY SCALE . DAtE DATE C.dt.9c4 -4 -. A,vr., 46.. '/do ,,t,Iits 1 I "(a(v4i" 1.44) 00 GA / (%,)) 4444 Rita t, 3vAY 7'e�nilJan�. .?O •°1 kai 3wer't'e +.+31:x,.), A pit.. Pt/ . 11e3 th 14 v-r Nt o.1e a" '\ 44 1,0,4z or N a q,sfS Alas / °'i$(. , Os OSk 5Q, I . ►N` '� gC+va IN ll23 (7.244t0 4,04 o,rWi, s -, i s z 014(9 sez I,sJ ,r, •i G" 2 Ali 1 2 1 3 . f .014 -Ili. -4. . /Pea* c' .aevoteolv ,4e;a7 0,01 1.9,4 0011) b goo,O., cal MIS CUSTOM- printing service Tat. Fagg 140046143Z7 N68& k c P►lfitargUre . tI 0345L 444•_4. R¢ ter S 32914::0) pi ig rveyors •- "'mincers PLANNING • SURVEYING • CIVIL • STRUCTURES ♦ MECHANICAL • INDUSTRIAL 806 Metcalf St., Sedro - Woolley, WA 98284 (360) 855.2121 Fax 360. 855.1658 E Maih. sse ®8dalgo.net JOB - '... ,yV rYrv�u A.1I/1.% SHEET NO. - ,NY`s OF cALCULATEO BY DATE CHECKED SY DATE SCALE ep- k.;"3-5r.' _&VQty !N ' /k hAtb f,1, rf „5'E 4d I � ;;;"..4 � `� de I A„Ver ,a: • Y c s-44794 anJeVe ,,•J ! 21/5 L4'600 5549 0: f'✓ 4/Dose (feu,' Aso) $74/0 trot, 2 IMpurs ' (Estv,to M„Imr 44, elpi.40( sG / of Za7 t t a p, 4 ∎ .\•1 ^ 10 OM) a 3I ~ g 0L' os 4 I n vurr t- v. 6/ q t,' t/Sc 5x/ 3r sr cs 6* cis er yu 93 f.' - , I � z as*,' i,ad.r ca NESS CUSTI1M" prinUng servic, iou. FREE 14,06•4=7 NEas. kw«. Ai woaougtt NN 03151 Rd. No a 320IO2y+0 ��Kagit . rveyors e. �nglneers PLANNING • SURVEYING • CIVIL • STRUCTURES • MECHANICAL • INDUSTRIAL 806 Metcall St, Sedro- Woolley, WA 98284 (360) 855 -2121 Fax 360.855.1658 E -Mall: Sseelidalgo.net JOB. SHEEP NO �V oa CALCULATEO BY . - OATS CHECKED BY OATS SCALE _ ( ,,) 0 /{ /, 4; "4-11A ?d s' /1 ‘,4414.' fA.thA . (At ( „ ,., )Azr., 1,11/(1V.: G, % k s� 4144%t4 cre.A.Ar; ' 2. (61t1: � n 4 . &t& IFeS404IN 1f 604.4 i q6S-)01(o • 3, b fries t44 c.s cat e-' • P 50Pah\ Ww+aducwNEE ;CUST4M`printlnj service sou, PRU+•aco + Nan ing. Piet l iuU h.NN034* ail Nix a 323:0.1407 File: MI02 -0063 35mm Drawing #1-10 t JRM1T COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -063 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 C"v kin Publ ks (0.a • Fire Prevention Structural ❑ Plannin Division Permit oordin to � ► . LMLO OML'LETENESS: (Tues., Thurs.) Complete Eif Comments: Incomplete 0 DUE DATE:, 5- 1 6:22 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Oil Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPRM 'ORRECTIONS: DUE DATE: Al. - 2 ,_ Approved ❑ Approved with Conditions ( Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED :, Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff initials: PERMIT COORD COPY Documents/rouling slip.doc Y•id-0i "§ ig } PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M102 -063 DATE: 5 -15 -02 PROJECT NAME: 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 DEPA E S: Building Division Public Works Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DITIRMtNATLQN_4ECQMJ LEJEN(SS: (Tues., Thurs.) Complete Incomplete ❑ Comments: DUE DATE; 5.16.OZ Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED :. Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff initials:. TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: 1,R DATE: ''._._.,_______�.___� AP.PAQyALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 6-13-02 ❑ Not Approved (attach comments) DATE: , Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials. Qocumcnishoulins slip.doc 2.26-02 PERMIT NO.: 61,0,2. -D43 BUILDING PERMITS INSPWCTIONS ❑ 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 50 WSEC Residential 60 WA Ventilation/Indoor AQC 0 NLEA Inspection/Modular Struct 1 Mobile Home Tie Down insp 72 Marriage Lines 90 Footing Drains 100 Foundation Footings 200 Foundation Walls 250 Foundation ['ululation 300 Concrete Slab/Slab insulation 350 Crawl Space 400 Shear Will Nailing 450 Plywood Wall Sheathing 500 Roof Sheathing Nailing 525 Plywood Deck Nailing 550 Exterior Wall Sheathing 600 Masonry Chhnney 610 Chimney Installation/All Types 700 Ftamktg 750 RooCCeiling Insulation 800 Floor Insulation 801 Wall Insuladon 802 Extorter Roof Insulation 103 Olandng 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- reroof 400 Final-Fire 700 Final-Building 900 Final •Renno( 3100 Site Visit 4000 Special—Concrete 4001 Special-Bolts in Concrete 4001 Special-Mom/Resist Cone Frame 4003 SpecWReinf Steel Prestress 4004 Special•Welding 4003 Special-High-Strength Doffing 4006 Special—Structural Masonry 4007 Specisl•Reinf Gypsum Concrete 4001 Special-Insulation Conc Fill 4009 Special-Spray Fireproofing 4010 Special-Piling, Piers, Caissons 4011 Spectal•Shotcrete 4012 Special-Grading, Excsv/Fill 4013 Special-Retaining Walt 4014 Special-Panels ❑ , 4015 Special-Smoke Control System 1 •A041" Mtx TENANT NAME: /.C. .57-44 yes ©iete,ed -r2W4 CONDITIONS ) 10001 No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division 0 10002 Plumbing permits shall be obtained through King Co 10003 permits obtained through L & 1 4 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 0 10007 All structural welding shall be done by WABO certified inspector 0 10008 All ih gh- strength bolting shall be special inspected ❑ 10009 Bolts instilled in concrete shall be special inspected ❑ 10010 When special inspection is required...notlfy Tukwila Building Division ❑ 10011 The epeeist! inspector shall submit a final signed report ❑ 10012 Any new ceiling rid and light fixture Installation ❑ 10013 Partition walla attached to ceiling grid 10014 Readily accessible access to roof mounted equipment 10015 Engineered truss drswinp & cafes shall be on site 10016 My exposed insulation backing material shall have ❑ 10017 Subrrsde 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 I10020 Structural observation shall be provided for this protect 10021 Ail food preparation establishments mutt have King Co 10022 Fire retardant treated wood shall have name spread of 10023 Notify Building Division prior to placing any concrete 10024 All spray applied fireproofing shall be special inspected 10025 All wood to terrain In placed concrete shall be treated 10026 All structural masonry shall be special inspected 10027 Validity of Permit 10028 Rack storage requires separate permit 10030 No occupancy of building until final insp by bldg Div 10031 Comply with requirements of TMC 16.04 10032 Remove all weeds, concrete, stone foundations, fiat concrete ❑ 10034 Removal (Aseptic tanks require approval and compliance with King Co Health Dept. g 10035 Contact PW Div to obtain insp for water /sewer connect 10036 Manufactwan installation Instructions required on site ❑ 10038 A C of O will be required for this permit O 10039 Final approval for all TI w /ln 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 O 10045 Rcroof O "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" Plan Reviewer: Permit Tech:, th Date: Date: r 1 i; PLAN REVIEW /ROUTING SLIP a ACTIVITY NUMBER: MI02 -063 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 #.„.,r,„„ Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention Public Works ❑ Structural !,‹ Planning Division ❑ Permit Coordinator ❑ MlNAT1O_NDISO.M,ELE.TENES$: (Tues., Thurs.) Complete ❑ Comments: Incomplete 0 DUE DATE: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined Incomplete: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUESITHURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: : Approved 0 Approved with Conditions Notation: REVIEWER`S INITIALS: a I DUE DATE: A1312 Not Approved (attach comments) ❑ DATE: r ( 7- U 3- Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg [] Fire ❑ Ping ❑ PW ❑ Staff Initials: Docuntentshouting $lip.doc 2.28 -02 ig PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -063 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 Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (rues,, Thurs.) Complete LYl Comments: Incomplete 0 DUE DATE: 5.1 x•02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Firo ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: (1 T DATE: _51_1412 L, _ APPROVALS OR CORRtCT .QNS: DUE DATE:. 643•Q2 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: , .. DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections; Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: Documents/touting slip.doc 1.2a -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI02 -063 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 #__,_r Response to Correction Letter #� .� Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ PiaggMINATION OF COM LETS ESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete 0 DUE DATE: 5.16.02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: .� LETTER OF COMPLETENESS MAILEDs Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ Pw 0 Staff Initials TUES/THURS ROUTING: Please Route 12:f Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: _ DATE: AgERQVM QR CORRE(:T1ONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE:,,, :1 1 -02 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: . . Departments issued corrections: Bldg ❑ Fire Ping ❑ Pw❑ Staff Initials: Documents/routing slip.doc 2.2802 ow. ego aii• • • , REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGXST, w EXP. DATE CC01 WILLXSI021Lp 04/18/240.11 EFFECTIVE DATE 06/17/1p96�+r, fILLIAMS SCOTSMAN INC ;� a 14407 SMOREY POINT BLVD ; MARYSVXLLE WA 98271 .1 ;•' ' 4 4 .. I4.. (.,'. +.. 'Ilea 1'.' l f a. , •a'D ....... . . , a • , I 4 4. $. ' • 0 AM 2 3 . a a1 �,1` �� '� �,� ,�, •� i ! •SI I r 1 ** TOTAL PAGE.Oe ** 2 OR Balance Due: $ / g6i Need Current Contractor Registration Card: Yes No Need to Enter Contractor information in Sierra: Yes 0 No 11111111M111111 ji • City of Tukwila Fire Department r fi Project Name it • L, TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM )47/10 r Steven M. Mullet, Mayor Thomas P Keefe, Fire Chief Permit No. ri L tj c;.? — 4r-, f�l.�,r •,fir , //y (J.? 5 • Address --- 0 E r 1al,0i/'c' 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: � k o/vl MAY Authorized Signature FINALAPP.FRM fiq, -2-- Rev. 2/19/98 Da e T.F.D. Form F.P. 85 Headquarters Station: 444`4ndover Park East • Tukwila, Washington 98188 • Phone: 206475.4404 • Fax: 206 - 575.4439 File: MIO2 -0063 35mm Drawing #1 -Co �I1 0 Inch ,I,IIIII,,I .I "I 11111 ' I i 1/16 1 I 2 . t`. Uy ♦ w \YZr riii�Yrrr7m Sl Vl Cl i,l l i), 1 . - - �i..__._ O 1111111111111111111111111111111111111111 11111111111111JIIII1IIII11i11 11 1111 1111111 1 1111. 11111111111III111111111I1I111111111I1111111I1I1111I1I11 6 12' -0" EXIT ear ✓N fl re i __� /•_5' -b ".CLR ADA CIRCLE fT..s..l) CLR ADA CIRCLE T.. EXIT BATHROOM TRAILERS SCALE: 114• =1'-0' if BATHROOM TRAILERS: NTRANCE 1 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. i.e..... L. • l urid T. A--I nd that the Ran Check al proyals EXISTING GENERATOR o I REF ELEC ' ellbject to errors and omissions ons c; Y 1 approv eof plans does not authorize the violat i of fly adopted code or ordinance. Reesgl'pt o on- tfactor's copy of approved pl ,`�s Gc cri/oW edged. By Date Permit No. / "-"IN - SHALL BE M A D E " TO °CIF VVZ)iR,K WITHOUT PROR ' OF TUKWILA t�. NG DI , , tf , (NIC) TRAILETAR - Q, �y _I DOUB4E STACKED • - TONTIjACTOR TRAILERS -j _,,�� I -1 — f r WILL. Ft,.Ot_!!T7r A N1EW PLAN r UP• gr t hli � N\ 1 1.\\\SERPEAR i• 1TE EP P/EE' p.��it L I 1 / F- ._..._ -I .1 1 ' ( 1 1 1 I ' ! i 1LECtRI\L 1 ! 1 t t i ErP, 17 UNI,BING c IJ�r r p i PIpI[449 1 _o TUX Irx� llyilLipiii I t i VISITOR do STAFF PARKING 1 rr' 1 1 i 1 1 + ,', t I f1 1 • ..... EXI c HA DID Klil • 1► fete VeleiVOOVO �OVOVOVelle<> °O °O y °O °O °O °O • 1' A °A °4% °A °A °A A A A °A / I • 7 • • ./ I,y, ti$4"--s-1 r f_j /fir -� ! 1 1°., re r CONTRACTOR STAGING AREA VEHICLE MAINTENANCE BUILDING / BUILDING ADDITIONS I/ Y 040 O< o < < 0A<>< ° 0 V(>< < ^0«< V < 0 < 0 °< 0< :00‘1< �< 0 °< 00< C CROSSWALK OC O °< 1► 1► 1► • �.♦♦♦ • / .I Wit, I f (t` i ! i ; r i ti , —EXISTING A A CROSSWALK LEVELED FOR (2) ADA ra._..,_„m,. ,.- ,,,�_..,EQRTABLE TOILETS ' v "^- • l j1.- 1. CONTRACTOR' OPERATIONS BUILDING STAFF • WNW L. 1 O \Q. rco ry 0 1 RECEIVED CITY OF TUKWILA MAY 1 5 200? PERMIT CENTEP • Saw • - •♦ .. • • � 00 OPS BUI (STAFF ER NIC) QPS BUILD! BATHROOM "'RAILER(S) • , OHO 0 0 0n0 0 OO ••. EXISTING - „ „„ - - -___ TRANSFORMER - REF ELEC TRAILER (NIC) \I GEN[ .L 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. TRAFFIC FLOW ISSUES BUS & PEDESTRIAN SAFETY LEGEND: - o-- o-- o—a—o- I�^VvOv I.0_QJ 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 I 1 WORK NOT IN CONTRACT AREA OF WORK PROPOSED CONTRACTOR STAGING AREA (WITHIN EXISTING BUILDING) AREA OF BUILDING ADDITION SITE PHASING PLAN SCALE 1'=30'-0- 0' 15' 30' 60' REVISION BY APP'D DATE 1000 Lenora S1. Suite 223 Seattle, WA 98121 (206) 622 -9450 (206) 622 -9462 lax Architecture Urban Design Plonning Inferior Design PS BLDG VM BLDG KEY PLAN \:_<;334 REGISTERED ARCHITECT STAR Or im.sHwacw DESIGNED: PROJECT MANAGER: SCALE: AS NOTED DRAWN: CHECKED: RECOMMENDED: APPROVED: IBIS NO: WORK REOUEST: - CONTRACT NO: C23007C ONE INCH AT FULL SIZE I IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: King County Department of Transportation I 0 Inch 1/16 I. 1. 1' 1' 1' 1 .rrlilrrrlrr,,,_rrrlrli • I �I r 3 nrirrorr,r; • 6 S l V L. l 6 t L f� I —. — �_._ _. _.. -.... L l V L t 0 II11i11111 111111111I1111I11III1111 1111 11IIIIIIIIIIIIIIIIIIIIII11i11 111111111 11I11111I1111.11 11I1111IIIIIII11111111 11!111 11 1111l��111 i�ll11ll METRO TRANSIT DIVISION SOUTH BASE SITE PHASING PLAN "T•02-1-04•3 DATE: 05.10.02 98% OWNER REVIEW SET DRAWING NO: PAS1.1 SHEET NO: Of O 9 O LENGTH / 4 11454s DE51 2350* TIE -D0111 GAPA! 1143* DE5I6N LOAD LENGTH = 24' -0" I038* DESIGN LOAD 23504 TIE -DOWN CAPACITY t 1038* DF-516R LOAD 2350* TIE -DONAI CAPACITY LENGTH / 4 FOUNDATION SCHEDULE ® SUPPORT RAILS BY MANUFACTURER RAILS ARE LOADED WITH 450 PLF, DEAD PLUS LIVE LOAD. Q2 JACK STANDS FER DETAIL 2, SPACED AT b'oc. G13 OPTIONAL PERIMETER SKIRTING PER DETAIL 3. DIAGONAL TIE -DOW'S FER DETAIL 44 TIE -DOKIS MAY BE LOCATED WITHIN 3' OF SHOWN LOCATION. TIE -DOWNS ARE TO BE INSTALLED AT 45' TO RAIL, BOTH HORIZONTALLY AND VERTICALLY. PROJECT CRITERIA: 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 PSF 80 MPH EXPOSURE B 03.2 P5F) 34,30 TRANS. / 1453* LONG. 3, R = 2.q CO = 036 (Igg1 UBG) 2015* A5D 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 PSF ALLOWABLE BEARING PRESSURE, SUCH A PAD WOULD NEED A 15%" SQUARE FOOTPRINT. PADS SHALL BE IMPRINTED WITH THEIR LOAD RATING BY THE MANUFACTURER TIE -DOWN STRAP TIE -DONW ANCHOR BEARING PAD HAS 3500* CAPACITY I AI3S BEAR I NG PADS 0.6 27263 T ,,' ONAL OCI EXPIRES Oct. 21, 2003 VISSER ENGINEERING RECEIVED CITY OF TUKWILA MAY 1 5 2002 PERMIT CENTER JAGKSTAND AND PAD WITHIN 5" OF TIE -DOWN UNIT RIM BOARD /JOIST UNIT SUPPORT BEAM PER BUILDING MANUFACTURER SHOWN TIE DOWNS CAN RESIST A 2350* MAX. LATERAL LOAD DIAGONAL TIE - DOWNS 2x4 HF STUDS ® 24 "oc �— TIE -DOWN EARTH ANCHOR, SELECTED IN ACCORDANCE WITH SITE - INSTALLED MANUFACTURER'S CRITERIA TIE -DOWN STRAP ' FOR THE GIVEN SOILS CONDITION FOR AN ULTIMATE CAPACITY OF NOT LESS THAN 4700 POUNDS. TYP. O — JACKSTAND AND PAD WITHIN 5" OF TIE -DOWN BEARING PAD PER 1 /5I WITH FULL BEARING ON EXISTING GRADE 1 1 i; i , 1'1.1•1 11 0 Inch 1/16 t`..y 2x4 PT HF MUDSILL, ANCHOR TO GRADE W/ 34 "m GALV. ANCHORS ® 32 "oc, DRIVE 5" MIN. INTO GRADE SKIRTING DETAIL 3 1 1 1 1 • 1 1 I.,1 1 1 1 1 1 1 3 �'rX+ti11 _ 4 lo S l V l f:.� . i, t I �) I. U L.. u L �_l._ ..._ 0 I1111111111i1 1 1111 ■111 1111 1111111 11'1111 IIIIIIIIIII111 11111111II111111111 111111 11 ii11.11111111111111111i1111111111111im6111111milmil SHOWN TIE DOWtLS CAN RE5I5T A 2050* MAX LATERAL LOAD 4 TIE -DOWNS SHEET TITLE z H 0 0 O oho rn 0 Z � m Q 1OTf, C- fi--. I-- I c E OUNE71AT ON W5M1024 -614(12 JOB HO.: MEN DESIGNED: 1O -2q -01 DATE SHEET I BER: CODE ANALYSIS THIS STRUCTURE MEETS CONSTRUCTION REQUIREMENTS WAC - 296 -150A (UBC) & 1996 OSSC, THIS PLAN IS SUBMITED FOR APPROVAL BY WASHINGTON AND OREGON UNDER RECIPROCITY AGREEMENT FOR GOLD AND GOLD INSIGNIAS NREC ZONE 2 REQUIREMENTS FOR SYSTEMS • W/ ELECTRIC RESISTANT HEAT: WINDOW U =.40, ROOF: R -30 DOOR U =.60, . WALLS: R -24 SHGC < 1 FLOOR: R -30 BCD ZONE 2 REQUIREMENTS DEFAULT VALUES: WINDOW U =.50, ROOF: R -19 DOOR U= NA, WALLS: R -19 MAX SC = .57 FLOOR: R -1.1 BUILDING TYPE: ' VN BUILDING AREA: • 237 sf # OF OCCUPANTS: 3 OCCUPANCY GROUP: B SEISMIC ZONE: 3 WA /OR CUMATE ZONE: 2 * ALL VAPOR BARRIERS SHALL BE A MINIMUM OF 1 PERM DESIGN LOADS: ROOF' LIVE 25 psf WIND LOAD: 80 mph EXPOSURE: "C' FLOOR LIVE: 50 psf PARTITION LOAD: 20 psf 2000 POUND CONCENTRATED 1. FLOOR rz HATCHING INDICATES LOCATION OF 4' BRACED WALL PANEL PER UBC 2326 OPTIONAL PARTITION O ft;* // n r1 r1 11 11 U 4B n U n 0 U EB 0" `1 4; v • :► 0 4 0" Zo T WEATHER PROOF J —BOX WITH COVER PLATE (SIGN LIGHT OUTLET) MATERIAL SCHEDULE / KEY NOTES A. 3/8" BOLTS 48" O.C. FLOOR / CHASSIS B. VINYL FLOOR: CONGOLEUM DIAMONDFLOR #9060 C. SUB - FLOOR: 3/4" T&G PLYWOOD, MAX 1 PERM D. INSULATION: R -21, BATTS UNFACED. SUPPORTED BY UNDERCLOSURE 0 MAX. 24"0.C. E. FLOOR JOIST: 2x6 HEM -FIR NO. 0 16" O.C. . LONGITUDINAL F. RIM JOIST: 2x6 DOUBLE G. UNDERCLOSURE: 7/16" OSB SHEATHING 3. ROOF / CEILING 5. MISCELLANEOUS 2. WALLS A. B. STUDS: 2x4 88 5/8", BIRCH 16" O.C. (3 1/8" CLG) HEM -F1R =STUD GRADE C. TOP PLATE: DOUBLE 2X4 HEM -FIR -STD D. BOTTOM PLATE: SINGLE 2X4 HEM -FIR -STD E. INSULATION: R -15 BATTS. 4MIL VAPOR BARRIER TO WARM SIDE IN WINTER F. INTERIOR TRIM: EMBOSSED OAK G. TYP SHEAR -WALL: 3/8" CDX PLYWOOD BRACED WALL PANELS PER UBC 2326, W/ 6d NAILS 0 6" O.C. EDGES 12" O.0 IN FIELD PER UBC TABLE 23 -1 -Q H. HOLDOWNS: SIMPSON 15T12 (3 PER CORNER) I. SIDING .019 ALUMINUM J. BLOUSING: .NONE A. CEILING: 1/2" MOBILE SPAN FASTEN W/ GLUE & 16 GA STAPLES 0 8" O.C. B. 1/2" • CDX PLYWOOD OR 7/16." OSB SHEATHING w/ 8D •NAILS 0 6" O.C. C. JOIST: 2X6 -16" O.C. HEM - FIR -No.2 D. ROOF SHEATHING: MINIMUM 1/2" CDX PLYWOOD FASTEN W/ 8d NAILS 0 6"O.C. E. INSULATION: 4" RIGID R -30 F. ROOFING: MEMBRANE W/ MECH FASTENERS AND METAL DRIP RAIL 4. DOORS & WINDOWS A. DOOR EXT: 3068 ACTIVE, NO WINDOW, MAX U =.60 R0 =36 1/2" x 80 1/4'. LOCKSET W/ LEVER B. DOOR INT: OPTIONAL, 3068 H/C COL OAK RO= 38" x 82", PASSAGE LEVER C. DOOR HC BATH: NONE D. WINDOWS: 43 1/4" x 29 1/4". VINYL SUDER DUAL GLAZE, SOLOR GREY, LOW E. 1/4" AIR SPACE INSL SPACER, MAX U =.50, MAX SC = 0.57 E. AD F. (2) SIDE STUDS AT LEACH SIDE OF / WINDOWS TYP. A. ALL OPENINGS. PENETRATIONS & EXTERIOR JOINTS MUST BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO UMIT AIR LEAKAGE B. MAX GLAZING IS 4.6% OF GROSS WALL AREA. C.. THIS PLAN IS IN ACCORDANCE WITH UBC 2912. TOILET FACILITIES WILL BE PROVIDED IN AN ADJACENT BLDG. SEPEARTE FACILITIES FOR EACH GENDER WILL BE PROVIDED IF THE NUMBER OF EMPLOYEES EXCEEDS 4.. D. ALL NEW FACILITIES SHALL BE BUILT iN ACCORDANCE WITH WAC 51 -20 -3105 FOR BARRIER FREE ACCESS. E. PROVIDE MIN 60" PERP. & MIN 18" BEYOND STRIKE JAMB, 0 EXT. SIDE OF ENTRY WAC PER 57 -•30 -1106) 6. PLUMBING A. N/A 7. HEATING / COOLING 0 8. ELECTRICAL A. PANEL 50 AMP 220 VOLT, OVERHEAD SERVICE PANEL f: Q0 8 -16 L 100 D /S, W /COVER MAIN BRK LOCK DOWN KIT: PK -2 -MB B. SERVICE WIRES: COPPER (2) #8 BLK THHN, #8 WHT THHN, #8 GRN THHN C. SWITCHES: ONE -WAY D. RECEPTACLES: DUPLEX. 0 +18" AFF E. LIGHTS: 4' DOUBLE TUBE STRIP F. LIGHTS: 4' SINGLE TUBE STRIP 1_ PROVIDE SEPARATE SWITCHES WHERE REQUIRED G. CIRCUITS, WIRE SEE PANEL SCHEDULE H. 2" MASTHEAD . J. HARRIS SERIES 30 FLUOR. UTE W/ PHOTO CELL A. HEATING: FAN FORCED 240 VOLT, 1500 WATTS, KING 1W2415 MOUNTED VERTICALLY & SEMI - RECESSED. B. THERMOSTAT: KING #S -22 (1 PER HEATER) MOUNT 0 MIN 36" AND MAX 54 A.F.F. TO TOP xximmoommolk 1 1;'1 • f I L., I 1 I: I: i s I::: I�:: i: I is ! I Inch 1/16 1 2 .. /1\ O cD Ell RECEIVED CITY OF TUKWii_AA MAY 1 5 2002 F L 0 0 R I LA N P ERMIT CENTER SCALE: 1/4" = 1' -0" APPLICATION FOR INSIGNIA 01/27/97 MARK REVISION DATE AEVERGREEN MOBILE COMPANY SALES: PRODUCTION: 8345 154th Ave N.E. 14219 35th Ave. N.E. Redmond, WA 98052 Marysville, WA 98271 (206) 861 -7400 (360) 653 -7577 THIS DRAWING CANNOT BE REPRODUCED WITHOUT WRITTEN CONSENT OF EVERGREEN MOBILE COMPANY JOB NO. 3049 S/N 197-107/112 DRAWN BY RDH /GJI CHECKED BY CAD FILE 3049- -1 -0 PLAN DATE 01/27/97 ''EVERGREEN RENTALS 1 0' x. 24' OFFI E DRAWING 7-x it nri,��►i,r;" 5 l F I �, l , l l UI �. (1 _ t__..... 0 I i b L �Illl�llll�llll�llll�llll�lll��llll�llll�llllilllllllll�llll�llll�llll�llllllllllllllllllllllll, IIIIIIIIIi�lllllllll�llll�lllllllll�llll�llll�lllllllill FLOOR PLAN /SCHEDULES SHEET 1.0 OF 1 0 1 4 C xx JER SCHE6ULE CONNECTION NAILING 1 JOIST TO SILL OR GIRDER, TOENAIL SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, AT BRACE WALL PANELS TOP PLATE TO STUD, END NAIL STUD TO SOLE PLATE DOUBLE STUDS, FACE NAIL 3 -8d 16d @ 16" O.0 3 -16d PER 16" 2 -16d DOUBLE TOP PLATES. TYPICAL FACE NAIL OUBLE TOP PLATES, LAP SPLICE IM JOIST TO TOP PLATE, TOENAIL 2— 16d END NAIL 16d @ 24" O.0 TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL CONTINUOUS HEADER, TWO PIECES 16d CAD 16" O.C. 8 -16d 8d @ 6 O.0 CEILING JOIST TO PLATE,, TOENAIL CONTINUOUS HEADER TO STUD, TOENAIL CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIIL CEILING JOISTS, TO PARALLEL RAFTERS, FACE NAIL RAFTER TO PLATE, TOENAIL BUILT —UP CORNER STUDS 16d 2 -16d ® 16" O.C. ALONG EACH EDGE 3 -8d 4 -8d 3 -16d 3 -16d WOOD STRUCTURAL PANELS AND PARTICALBOARD 2 SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING 1/2" AND LESS 19/32" — 3/4" 7/8" — 1" BER O RD SHEATHING (OSB) 1/2" INTERIOR PANELING 1/4" 3 -8d 16d @ 24" O.C. 6d3 8d4 OR 6d5 8d' 10d OR 8d5 NO. 11 GA8 6d4 NO. 16 GA" .019 ALUMINUM SIDING 4d .019 ALUMINUM BLOUSING ALUMINUM DRIP RAIL COOLEY ROOFING (3) HORIZONTAL #ROWS W /HSCREWSD@ 6" 0.C. 12" BLOUSING 16" BLOUSING #8x 3/4" HEX HEAD SCREWS (3) VERT SCREWS AT 18" O.C. (4) VERT SCREWS AT 18" O.C. ' #8 x 1" EMCO TRUSSES RAFTERS HEX HEAD SCREWS AT 4" O.C. 14 x 1 5/8" WOOD SCREWS #14x 5" WOOD SCREWS ' Common or box nails may be used except where otherwise stated. 2 Nails spaced at 16 inches on center at edges. 12 inches at intermediate support exccept 6 inches at all supports where spans are 48" or more. For nailing of wood structural panel and paticleboard diaphrams and shear walls, refer to Section 2314.3 Nails for wall sheathing may be common, box or casing. a Common or deformed shank ' Common 8 Deformed shank. 8 Corrosion — resistant roofing nails with 7 /16— inch — diameter (11 mm) head and 1 1/2" length for 1/2 —inch sheathing and 1 3/4 —inch length for 25/32" sheathing conforming to the requirments of Section 2325.1 9 Corrosion — resistant staples with 7/16 —inch— diameter (11 mm) crown and 1 1/8" length for 1/2 —inch sheathing and 1 1/2 —inch length for 25/32" sheathing conforming to the requirments of Section 2325.1. 10 Panel supports at 16" (20 inches) if strength axis is the long direction of the panel, unless otherwise maked. Casing or finish nails spaced 6 inches on panel edges. 12 inches at intermediate supports. 1 , 0 Inch UL. #R9834, COOLEY —CLASS C— MECH FASTENED ROOF ASSY: INSULATION: RMAX INC.'S "PLY 1" OR "MULTI —MAX" 3. ROOF /CEILING MEMBRANE: "C3 ", 40 -60 MIL (TPA) 1/16 1 1 1 1' 1' 1 gl vl 1l 61, h i i i h i i i i i li ii IIIIII111 3 ar•111.1111111.11111, 11"1111r 11, (3) 6d NAILS PER JOIST (16" O.C.) r OR (4) 16 GA STAPPLES •4,A- ia i ,..- - R -15 W/ FS 25 VAPOR BARRIER 2. WALLS 3/8 "0 x 8" LONG CARRIAGE BOLTS 0 FLOOR TO FRAME CONNECTION (1) PER RAIL mum 1. FLOOR 8d NAILS @ 6" O.C. OR 16 GA STAPLES @ 5 3/4" O.C. CROSS SECTION SCALE: 3/4" = 1' -0" CIIY OF�j-•Vt<WIIA MAY 75 2002 PERMIT CENTER n APPLICATION FOR INSIGNIA 01/27/97 MARK REVISION DATE AEVERGREEN MOBILE COMPANY SALES: PRODUCTION: 8345 154th Ave N.E. 14219 35th Ave. N.E. Redmond, WA 98052 Morysville. WA 98271 N (206) 861 -7400 (360) 653 -7577 THIS DRAWING CANNOT BE REPRODUCED WITHOUT WRITTEN CONSENT OF EVERGREEN MOBILE COMPANY JOB NO. 3049 s/N 197- 107/112 DRAWN BY RDH /GJI CHECKED BY CAD FILE 3049 -2 -0 PLAN DATE 01 /27/97 "'EVERGREEN RENTALS 10' x 24' OFFICE DRAWING BUILDING SECTION SHEET 2.0 OF 6 rri! A.+ _s _ . . J ti' 2. ; V c Z 1....... _ .__ 0 1111 II IIIIIIIIIIIII1p1 1111 1 11111 11 t!iIIIIIIIIIIIII,Iti111111 11I11111111111I1111I1t11I1111I1111I1111I11111 5 13 FRONT 13 REAR 8 DRIP CAP 48" �c MIN. CENTERED ABOVE DOOR m i 0 LEFT SIDE DOOR STOP, MOUNTED IN 13 13 METAL DRIP RAIL .019 METAL SIDING 12" BLOUSING FINISH FLOOR FINISH GRADE SKIRTING INSTALLED ON SITE c■ BOT. OF FRAME RIGHT SIDE EXTERIOR ELEVATIONS SCALE: 1/4" = 1' -0" cO 'Z ro N T v-- RECEIVED CITY OF TUKWILA MAY 1 5 7nnz PERMIT CENTER FINISH GRADE /1\ APPLICATION FOR INSIGNIA 01/27/97 MARK REVISION DATE EVERGREEN MOBILE COMPANY SALES: 8345 154th Ave N.E. Redmond, WA 98052 .. (206) 861 -7400 PRODUCTION: 14219 35th Ave. N.E. Marysville, WA 98271 (360) 653 -7577 THIS DRAWING CANNOT BE REPRODUCED WITHOUT WRITTEN CONSENT OF EVERGREEN MOBILE COMPANY JOB NO. 3049 DRAWN BY RDH /GJI S/" 197 - 107/112 CHECKED BY CAD FILE 3049-3-0 PLAN DATE 01/27/97 JoBNAMEEVERGREEN RENTALS 10' x 24' STANDARD OFFICE DRAWING • 1 1. 1 1 1 1 1 1.1 1 1 1 1 1 i 5 0 Inch 1/16 1 2 3 d 6 g G i z I o 11111 1111 11111 111 111 11111 11111111111 1 1111111lllllllllllll11111 1111 111 11 11111111 1 .111 1 11 11111 1 1 1111 1 1 lll�lll11111 EXTERIOR ELEVATIONS SHEET 3.0 OF c c r c r c c • LOADS WATTS OR SF CODE FACTOR DEMAND LOAD NEC LOAD LIGHTING: INTERIOR EXTERIOR TOTAL LIGHTING: WSEC LTG BUDGET: BUILDING AREA PERIMETER SUBTOTAL SUBTOTAL TOTAL RECEPTS: THRU 10,000 SPACE HEATING SIGN LIGHT 224.00. WATTS 0.00 WATTS 224.00 WATTS 1.25* 1.25* 237.00 SF @ 1.20 VA /SF 67,66 LF @ 7.50 VA /LF 284.40 W (INTERIOR BUDGET) 507.45 W (EXTERIOR BUDGET) 791.85 WATTS 1,080.00 WATTS 1.00 3,000.00 I.00 1,200.00 1.00 0,00 WATTS 0.00 WATTS (0 unless >wsec budget) 791.85 WATTS 1,080.00 3,000.00 • 1,200.00 829,50 WATTS 1,080,00 3,000.00 1,200.00 TOTALS 5,504.00 WATTS 6,071.85 WATTS 6,109.50 WATTS 120/240V, (PHASE CONNECTED LOAD 22.93 AMPS DEMAND LOAD 25.30 AMPS DEMAND LOAD 25.46 AMPS PANEL SCHEDULE PANEL NO. P1 PANEL LOCATION: FRONT WALL 120/240 VOLTS 1 PHASE 4 WIRE 50 AMPS WITH MAIN . BREAKER CIR DESCRIPTION LOAD TRIP AMPS 1 3 5 7 MAIN BREAKER 50 SIGN LIGHT SPACE 1200 2 TRIP AMPS LOAD DESCRIPTION CIR 20 3000 WALL HEATER (2) 20 1080 GEN. RECEPT 20 224 LIGHTS 8 CONNECTED LOAD: 5504.0 WATTS 22.93 AMPS DEMAND LOAD: 6071.85 WATTS 25.30 AMPS rr 2" CONDUIT OVERHEAD CONNECTION (2) #8 BLK THHN-CU (1) #8 WHT THHN -CU (1) #8 GRN THHN -CU #8 TO METAL FRAME ONE LINE SCALE: N.T.S. PANEL 1 120/240V 50A1P MAIN BREAKER 7 RECEIVED CITY OF TUKWILA MAY 1 5 ?n0? PERMIT CENTER 0 APPLICATION FOR INSIGNIA 01/27/97 MARK REVISION DATE EVERGREEN MOBILE COMPANY SALES: 8345 .154th Ave N.E. Redmond, WA 98052 S® (206) 861 -7400 PRODUCTION: 14219 35th Ave. N.E. Marysville, WA 98271 (360) 653 -7577 THIS DRAWING CANNOT BE REPRODUCED WITHOUT WRITTEN CONSENT OF EVERGREEN MOBILE COMPANY JOB NO. 3049 S/" 197-107/112 DRAWN BY RDH /GJI CHECKED BY CAD FILE 3049 -5 -0 PLAN DATE 01/27/97 JOB NAME E\/ E R G R E E N RENTALS 10' x 24' OFFICE DRAWING ELECTRICAL PLAN SHEET 5.0 OF 0 Inch 1/16 I I' I' I' I. 1 1' 1" I �I 1'W.�ti7) r Sl ' .' 2 111I II 11I1II 111 h1111111 hLI I I1 111 ilmid1H11111111111lh111l 1Hl 11l111l 4 6 0 1111.1111111111111111111111111111111111111 .1111I1111111111 r 0 c r c a