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Home My WebLink AboutPermit D02-109 - KING COUNTY METRO SOUTH BASE - TRAILER1 K.C. TRANSIT TRAILER 12100 E MARGINAL wys D02 -7 09 ` -..,... I -1 . ry :- �� 4.0%A Itl � ; r • City of 1 ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT z Parcel No.: 7340600421 Permit Number: D02 -109 H w D! Address: 12100 EAST MARGINAL WY S TUKW Issue Date: 05/21/2002 D Suite No: Permit Expires On: 11/17/2002 U O D Tenant: W = Name: KC METRO SOUTH BASE - TRAILER -' I-- Address: 12100 EAST MARGINAL WY S, SEATTLE, WA W O Owner: Name: METRO ACCOUNTS PAYABLE U- 5 Phone: u_ < Address: SO.BASE 5432- 50706D50304, 821 2ND AVE N d 2 W H Contact Person: Z I Name: MARC DALLAS Phone: 206 - 684 -1332 Z 0 , Address: 201 S JACKSON ST, TR0431, SEATTLE WA W ? o . Contractor: V Name: PACIFIC MOBILE STRUCTURES, INC Phone: 360 748 -0121 0 1-.. Address: PO BOX 1404, CHEHALIS, WA W W Contractor License No: PACIFMS033DC Expiration Date: 10/28/2002 H U DESCRIPTION OF WORK: .. Z INSTALL 10' X 40' MOBILE STRUCTURE AT THE SITE TO REPLACE EXISTING. EXISTING STRUCTURE TO BE U N REMOVED AT FUTURE DATE.. 1 F : o P UBLIC WORKS ACTIVITY INCLUDE: MOVING OF OVERSIZED LOAD UNDER SEPERATE MI PERMIT. Z Value of Construction: $31,650.00 Fees Collected: $766.72 \ Type of Fire Protection: AUTO FIRE ALARM Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0016 Public Works Activities: i Curb Cut/Access /Sidewalk/CSS: N • Fire Loop Hydrant: N Number: 0 Size (Inches): 0 , Flood Control Zone: N Hauling: N Start Time: End Time: r"= • Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. '� =�' ,:w); Landscape Irrigation: N , , K. . :',! Moving Oversize Load: N Start Time: End Time: c Saitary Side Sewer: N y s Sewer Main Extension: N Private: N Public: N Storm Drainage: N ` 'wig. Street Use N 1 mss ` t j' ° I iv`.j.. ''tai' ?.:'Yh Water Main Extension: N Private: N Public: N '�'!!'� Water Meter: ; ` , (3 , Cha / Striping: ,, ** Continued Next Page ** •;. i 4a `7} doe: Devperm D02 -109 Printed: 05 -21 -2002 1 ; 'kx.wr,...., ...._... Jwii.wini:i........ ............ ... >.r a- raw!ca+,wt , ,wp wi7 +'/1N 1, t: e.r+v..cw.v, , +,:.y , ,• , ......H.......- _ ., ,,.u.wo .. ... .., .,. , ^ ,wL& w -.� ,r i & r v N , City of Iukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Permit Center Authorized Signature: ,v Date: --r < F . 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. U O tn 0 : The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws u) w regulating construction or the p mance of work. I am authorized to sign and obtain this development permit. _1 H u) L Signature � � Date .Z/, w g 5 IL a Print Name: \ u> d 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 Z H suspended or abandoned for a period of 180 days from the last inspection. F., o . �z f- uj i 2m ! :° w aaI-- j w w 1 ~ F U ' I 0- I ~ O I 1 z i i \ ' i I i • t , , N or?` 5,, y , , `, . ri doc: Devperm D02 -109 Printed: 05 -21 -2002 t ,, w 1 EN tin . .,.....,.,., w, n,. rw; x¢ i+, q> Rr7Y;:+ tia?t'+t a"'.' 7; f!:< iitl' iS% Fi1; tilFtftF,`r.`tlx'J,iku;;.o,,. r.w . n.^+.•waw _ _ «n.w...++..wnmuwR . , aV, . 4:*Y / Cit of l kl., a Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z a H Parcel No.: 7340600421 Permit Number: D02-109 w w Address: 12100 EAST MARGINAL WY S TUKW Status: ISSUED ¢¢ D Suite No: Applied Date: 04/24/2002 U UO Tenant: KC METRO SOUTH BASE - TRAILER Issue Date: 05/21/2002 u o co w J H 1: ** *BUILDING DEPARTMENT * ** w O 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 g 5 • inspected by that agency U- Q (206- 835 - 1111). c2 d 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These E _ documents are to be Z !-- maintained and available until final inspection approval is granted. i-- O 5: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the w w inspector's knowledge, 2 m in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. U co co 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as 0 t•-- amended, Uniform Mechanical Code w • (1997 Edition), and Washington State Energy Code (1997 Edition). F = - U 7: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. ~ u. O 8: ** *FIRE DEPARTMENT CONDITIONS * ** .. Z 9: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: c N 10: Maintain fire extinguisher coverage throughout. L7: H 11: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Z 12: 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) 13: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged \ from inside the tenant . space. (UFC 1207.3) ' 14: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 15: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1900. 16: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 17: Local U.L. central station supervision is required. (City Ordinance #1900) 4, -.,-. °''`'•'' 18: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila , ' � Fire Department Job Number available �-,-, -: ;* ; to confirm shut down approval. (City Ordinance #1900) n,: ' y2 , �' 19: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 'M • speculative tenant space only special fire permits may be necessary depending on detailed description of ` 20: This review limited to s p p Y p p Y Y P g p pit intended use. 21: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such ` ..`,'; condition or violation. ' N;.:';L:;:,;'1: . 22: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 - 4407. • 23: ***PUBLIC WORKS DEPARTMENT * ** dm: Conditions D02 -109 Printed: 05 -21 -2002 `" 4 0 y • � g City of 1 ukwila 1 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 24: MOVING OF OVERSIZED LOAD WITHIN THE CITY OF TUKWILA REQUIRES A SEPARATE MISCELLANEOUS PERMIT. Z I I hereby certify that 1 have read these conditions and will comply with them as outlined. All provisions of law and ordinances 6 5 governing this work will be complied with, whether specified herein or not. v 0 co 0 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws W = regulating construction or the perfor ce of work. N Si ture: Date: Print Name: 1 S w Z � 1- uj W I O N _ 0 1— = O .. Z t t WA doc: Conditions 002 -109 Printed: 05 -21 -2002 r , .G i anik ESSeammingamougaing tl o,toopy*kH➢5.H.MNM« "witH.wAt'roso.AH.Y• Yi 1xWk!X.21..,0641,WAM1 i. 0 ..... .w..n, r.....,.. .. , -. _ _.. .- - r- I • -. - Engineer: Phon . 1� F'# � ■ 19 318 tz ,B ) 344 -9700 z Street Address: D �/?"t.O City State /Zip: Fax #: = . >�C VI, M1. D lul4N �370� c�,,�11 first l— z ` Contact Person: Phone: w Marc Dallas 206.684.1332 QQ D Street Address: City State/Zip: Fax #Z 0 6. 6 8 4.19 0 0 U O 201 S. Jackson St. TR0431 Seattle, WA 98410 to p cn Description of work to be done: Take delivery of 10' x 40,' Mobile Structure at the site. J ' -- Then have installation completed by contractor.- co I wO Z Attach list of materials and storage to - 'GZ�% C 7 'es & Material Safety Data Sheets W cn AP,PLICANT'REQUE: d ' O,F4TH . .,. , • .,- . .} - O ~ A ddltior '" " " be irtM` rii' f� ;t;�"i; , z ❑ Channelization /Striping ❑ Cui v2,2�,f- a`7j -(, ,o vault) #: Size(s): ❑ Flood Control Zone ❑ Hat i e,,,,, t_ abic yds. 0 Fill cubic yds. CI Moving an Oversized Load: ' S. ❑ Sanitary Side Sewer #: ivate 0 Public N i ❑ Storm Drainage ❑ Stree..,.,,, . vvucer main txtenslon U Private 0 Public � ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only . ❑ Water Meter /Permanent # Size(s): . ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous • I Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This will be ;s . .reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. t + , 4 , •` ; ;1: 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 1 �. days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No Y . t,: { ).:; ` ' , application shall be extended more than once. �' Date application accepted: Date application expires: Application taken by: (initials) f y :.''' `. ` :' �.L� -- doh- �o .Zy --�vL : — PLEASE SIGN BACK OF APPLICATION FORM ∎"''` 411111 AM NCPERMIT.DOC 1/29/97 �Y.Iii!. L■: /a- - . -, - , � � � W� CIT OF TUKWILA An a nfil2alill .J i 'a 0 :V; '4 l Permit Center *i ' f u " t tiri ��;: ;,:, , : ' + f � , 4f Y / ' r / 6300 Southcenter Blva., Suite 100, Tukwila, WA 98188 - tom, • �` 190e (206) 431-3670 ; Per m itrtvumbr r:n , O --.1O c l ?,ukS�!'t�. � ;,:1" �.,,r 11!,%! ^•9,A.. S' ■ .. New Commercial I Addition / Multi - Family Permit Application Application and plans must be complete In order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Project Name/Tenant: A l . Value of Construction 0 4 A42. .,:. - -4 - • r 4 .4 66(3 Site Address• L ',,, II ity tate2lp: Tax Parcel Number: . • 11.0 � ` Alm- W ■ - 1 8 ((a3 734060 -0421 Property Owner: % Phone: Agent CI ( ransit) Marc D. 206.684.1332 Street Address: S ty State /Zip: Fax #: ?,ta > r �� _�p 206.684.1900 Contractor: Phone: f rta. A/ Fac lities as above Street Address: City State /Zip: Fax #: cal] ovner's cent as above Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: T-Le - P -if" 19 318 Phon � -9700 Street ddress: City State /Zip: < ((�� ,, ,, ,,�� ) C Stat /Zip: Fax #: 100 �.� K . /rt.Qo,I- i C 63 ca1 ] fiut I i- ` Contact Person: Phone: CC Marc Dallas 206.684.1332 6 v % Street Address: City State/Zip: Fax #z 0 6. 6 8 4.19 0 0 U O 201 S. Jackson St. TR0431 Seattle, WA 98410 W MI i Description of work to be done: Take delivery of 10' x 40,' Mobile Structure at the site. —' u_ ui Then have installation completed by contractor.- w 0 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes Jc�l no Z , Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets U z u) 0F APPLICANT'REQUEST;:FOR;PUBLIC,� WORKS REVIEW OFTHE•tL'OW P OLING; ' � :. i,; : z ! (Addltioh3l;:reWews may!-be deferitMlr'ied b pilb'lIc.Works t;> ` hit `� . 0. :gc � " t ,:i) Z ❑ Channelizatlon /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: ' Start Time: End Time: , , ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public 41\ ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): - 0 Deduct 0 Water Only - ❑ Water Meter /Permanent It Size(s): ❑ Water Meter Temp # Size(s): , Est. quantity: gal Schedule: ❑ Miscellaneous — 1 Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This will be ` IE* .reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. ' 01.. • 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 X 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, i mil. Date application accepted: Date application expires: Application taken by: (Initials) ", - :2y-1llt..- /0 .•,z4/ -.O,. :4's ; loft i , PLEASE SIGN BACK OF APPLICATION FORM "'� . v. _...� ....., NCPERMIT.DOC 1/29/97 :'w LL NEW COMMERCIAL/ADDITION /MU TI- FAMILY PERMIT APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: ALL. DRAWINGS TO•BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER R CIVIL ENGINEER . • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED 1/A SUBMITTED 0 $1 Copy of recorded Legal Description from King County 1 ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- '0179 for.servicing district. 7 • ❑ . Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. 7 ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). lye 4 sets of working drawings, which Include : • 3 ❑ Site Plan 1, North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. . 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump- • ster recycling screening. • 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's z boundaries, erosion control measures & three buffer protection measures. • z • 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC w 18.45.040). • . 9. identify location .and size of existing trees, note by size and species those to be maintained and those to be p removed. . •, . N o ' 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, J species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. w O 12. Lowest finished floor elevation (if flood control zone permit required). . 2 ' 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply . g 5 line will meet or exceed sprinkler system design criteria as identified by the Fire Department. w 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ~ w i ❑ Vicinity Map showing location of site z t ❑ Building Elevations (include dimensions of all building facades and major architectural elements) z 0 ❑ Me Drawings 2 D ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) v Q Architectural 'drawings .. o t— ❑ Specifications (if separate document) = v ill i-- ❑ Structural Calculations . . • . • N ,. ❑ Sprinkler structural calculations Indicating load of water - filled sprinkler piping w N CI Height Analysis , . F.. H ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer • • • z ❑ . Topographical and Boundary•Survey ' • . ❑ Tree Coverage Analysis (Multifamily only ) • • ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 • ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) . • ❑ Attach plans; reports or other documentation required to comply with'Sensitive Area Ordinance or other land use or SEPA decisiotts‘ . ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public prior to submitting for building permit application. The Department of Pub- • tic Health is located at 201 Smith Tower, Seattle, WA or.call (206) 296 -4787. (Form H -5) • . CI 'Copy of Washington State Department of Labor and Industries valid Contractor's License. If no • . r4.. , '!'' contractor has'been selected at time of application a copy of this license will be required before tie >;;; -;, permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". :r.. '}; ti�•�Na;. >: 'r. s,Ytc•: •1.�,;i ;i a> ;s.: ,.�,... •�� a. �.t ,t>v�•rF r'�E:: .. ;. . t ,' . l i t • . ;,. � 4. , ding Owner /Authorized Ageht •lf the.,applicant,15 00.1, �Tjan! 1WOner,.registered'arohl feet /engInear;;or• conimctorllcehsed:b / Q.,Sta'fe�.of�Wastillt a.: rized letter. from. the property; o the agenl4fa sbbmitrfhlslpermiiie0 llcat(6n°and po mjt,tVill,;b ,`ist iltf 0gr "4Ft (�t 't S(fifj)ltta(is , ,; t1 ,; I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER t ,r,• ;..,:• PENAL OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. � .. .��.., ...,�,p „t, >., ,:;, •, ;;.,:.: �: ,:. . :. •.. r••.,.•.:..,.�. •'':.:'•:'...• :a± n ya K, 4F ,. '4: roll. .... BUILDING OWNEROR:AU:THORIZEDrAGENT :.; . ...... ' • •. • ; •• `:':... `•.`�' ! �rf.,r „ y ,..;'� ,��_ 1,rt, w! { .�,lt . 1 Signature: Date I Ir., Print name: .Phone: Fax #: i & Adthegs: City /State /Zip: s ” ir • >• . Yr NCPERMiT.nnr 1/74/Q7 ',�a: :ale ,h a,M*tL` 'tilelaiti•n . : , _ .. .. ,....•...__..___.._. �...._....� . , .. .._ _ ..�. -. . ,, _ _ — .- ■• / * **WA. sp .—.\ ....,., &4 Itt • n-1 • 1 va; V 'ig City of 1. ukwiia # .. 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 .. . ' z . 11- RECEIPT . : ,...z • ' 2 . 6 m - J C.) Parcel No.: 7340600421 Permit Number: D02-109 o 0' u) C Address: 12100 EAST MARGINAL WY S TUKW Status: PENDING • . Suite No: Applied Date: 04/24/2002 ui i - J 1- ; Applicant: K.C. TRANSIT HOSTLER TRAILER Issue Date: Q u.: WO . : 2 . . . f.1.:wigt , ya ; P V I °:5-41i: Ni'24 T','16 TOT4 766,7 doc: Receipt Printed: 04-24-2002 , . . . .._.,...._ t • N ) 1 Z Z ui -'.rte _ ., _ _- ..-._ ' .� 6 5 ; 00 'INSPECTION RECORD "'' ,;i w w R etain a copy with permit '� /r IN SPECTION NO . N PER 0. L S N CITY OF T BUILDING DIVISION '•� � w o O 2 } 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g J k „ P oject: Type of Inspecfr. Aill . U- . 1 ./ .r.ir . I • i / . w= _a • ddress: Date Called: I _ _ W 4 /!- Z _ Sp=cial Instructions: /Date Wanted: J r � .. .,a Z 0 A019 p' m ....5---- W Requeter: U 0 Phone No: ! O N i CI I— W W �� i k • • roved per applicable codes. ❑Corrections required prior to approval. f P p PP q p pproval. COMMENTS: - 0 / j Z 67 / l o1- Z . \ F' , i :n t grattki Inspector: Date: r r ` A • _s � �. . ri 1111 I $ �i X47.00 REINSPECTION F IREQUIR D. Prior to inspection, fee must be , , ' <, ¢ r paid at 6300 Southcenter :Ivd., Suite 100. Call to schedule reinspection. '��' Receipt No.: Date: ' "y" dviviTa --, ., _ - - .."— ! - , . , Z < • F- z ce w 6 m . 177! , 17 ".-• 77.? . yrr:" 7. 7 4. 77"77''' • 77r ''' T-.. ' ..--- " .w... -'— r • ' '"""•.""e+../,....... ,—.).—,.. -------,------- • _10 • .. P 0 0 1 CO 0 CO W 1 ..:. 3 .. INSPECTION RECORD . .1 , 4/: /f - - to cl - 0 1 w i Retain a copy wit permit DO -'- i INSPECTION NO. PERM NO. CO LI- • • „ w 0 i CITY OF TUKWILA BUILDING DIVISION 2 ?-. , • 1 goz.ze , 1 _ paw , . Inspectof: ii- 2 9 ...ctA4, Date: ,,, .Ilik: . &NPIN, ;$,VOZ El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : iiAn._ Receipt No.: Date: • , ; gil,:m i.,:‘,.',. :......'„ .!..:-..:, ......‘14:o 2 '. e;:::til:.1-'s.t.t..J■N■24 i L:,,,..1.1, , •• :„: ,' . ,.,..,,;;;„.. • . Cf . ..1 1 ,?, : - , , ,, ,esq :q , A ,AlrititPIA,t ',..;stte OW ' Irtgi` tt I fA •' '' : ' A ..■■■■■■■•• Z = re al s.. 0 0 2._ INSPECTION RECORD w R etain a copy with permit z . oq 0 INSPECTION NO. PER 4 I N. U CITY OF TUKWILA BUILDING DIVISION • < 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)431 -3670 u- Projecct: Type -off II nn pecti :: -±1_ d j l(� /477, 'd �142C� (/6 - 1 -�JC�l rt.f W Address: Date Called: Z / /U (C. /fl; / - 03 I- 0 Special Instructions: Date Wanted: !� ms Z I - / - 2 �-�5 ` P.m. ) gi Requeste U N ,ti�l�f3� 3LGGI:'LJ 0 1- No: CI ) / ;7 D2 v P applicable required prior LI 0 • Approved per licable codes. Corrections re uired rior to a pproval. } COMMENTS: 0 0 I- Z I + { IY + ly% : „ *,: fu g ; Inspector: le 67 Dater 4rt El $47. EINSPECTId FEE REQUIRED. Prior to inspection, fee must be s 'f” e " paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No Dater F5421' ` , z ,.' W . i 0 0 INSPECTION RECORD co W Retain a copy with permit .. I _ H i INSPECT' ON NO. PE A 0/ A' (n CITY OF TUKWILA BUILDING DIVISION !�'. b COMMENTS: ill Z : ii) i 1 i1 ,,, 6,te.,,,,/ ,,,/,0 ,... ,... , ...,,,,.... t , ,7: I 0 I i 1 r / ' c_;/ A( e r,. h2 ( A.,,A,rf 14, , : ) 7 S A / &el-- .ra f , 3) 7 ! % ea -4 s4'. • J v , !!r�;w,, 4 ; �}yy SSte��}}�''. yyM ,rr , A r""•��. i I nspector 0 Date: - � p ‘.?1 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be ~`" '' "� ` "' . � ` " ti `4 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'i Receipt No Date: y5 } i i , .. .1 l �' g+�' ��i�.n'w,r�11 +i },'� Y.•nAm937,. . I "., v ,, ..s -.•„w �rcd',i srM,? vs�ai +'a:.Y�.3rC82.HttFka�r. sva.;[iQU..+v k+.•,w ... a.... ,.c. t 2 a a , tv ',,yr x, 's ��., L6. 'r"waf,?;u. : - ,'•.ur -, ,A j �zai �, • ;• ,v .„ ;.. f�.: ,. rt . ?.: =1. •s'' 7; yr _: t .SR!+i r; 1 "�:tif!{`'^ i',' .77: TIA7: . "�." 17 - ' Z:717: T ' , !l, ^ ; ,�' ' . 7 " ?: "7^ ^•ry -,,. --.—•- r- � ; n• �.YI�;t.;��.31'•��'; <+�'�•,�;,.t� r+;"+..•.,,> Lv�--,' S"•'',' �Tyj�}"�'" :r �" • ' T �- . , , �..".; ? ; v t ar : . A d',, b' y 4'.iY �.. 1 .k `i�' •.i�`.� 4+ .�t. ( r s \r i I G t J , �, City of Tukwila Steven M. Mullet, Mayor %, 4L I/I/ VP: O it = ' Fire Department Thomas P Keefe, Fire Chief 1908 = z � � w TUKWILA FIRE DEPARTMENT 6 V FINAL APPROVAL FORM U O ) 0 LLI ILI J Permit No. on 2--/G 'i u_ 0 3 -I -c' cs7 g¢ 0 = _ y � � Project Name P•� � - � ~ ro rAn5i tli�• �� i y 5e s /, /( 4• z z 0 z Address /?_f7 6- i,1.,/ �:,4 ;r / 1:4447 Suite # 7 VO O- H 'Retain current inspec.ti_on. +schedule = v Needs shift inspection u' w z U= l/Approved without correction notice z Approved with correction notice issued Sprinklers: 42 Fire Alarm: Hood & Duct: Halon Monitor: Pre -Fire: • Permits: Cic Kt / Cr/ �. /27/ 3 Au horized Signature Date FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 `,' `;:,i`i • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 ; %;N 03 .. y,..f 1 File: D 02 -0109 35mm Drawing #1 -5 RECEIVED CITY OF TUKWILA APR 2 4 2002 PERMIT CENTER photo Note 6' Double Dears can he located al rear of brnldInQ it desired Office G. Drnrhle Doors, Ohlional Door Irpr7r (lick: hi slordye 10' x 40' MOBILE OFFICE Office RECEIVEG CITY OF TUKWILA APR 2 4 2002 PERMIT CENTER VISIT OUR WEBSITE AT WW W.PACIFICMOBILE.COM OR CALL US AT 1-877-225-5298 COPYRIGHT 2001. THIS MATERIAL IS THE MOBILE. STRUCTURES, INC. AND SHALL, NOT BE REPRODUCED, USED OR DISCLOSED TO OTHERS EXCEPT WITH THE WRITTEN PERMISSION OF PMSI elevation nts I - - i ' . r Y Feb -27 -02 11:54A paci'ic mobile 3606585253 P.02 Pac if ic » ' fl1' 1 . SQ L' B!!�lflClt ' 13127 State Ave, Marysville WA 98270 Ph (877) 225 -5298 Fax (360) 658 -5253 Mobile & Modular B uild i n gs , Website: www.pacificmoblie.com Email: seattle@pacificmobile.com a a F-W February 26, 2002 r e 2 U 0 } co I Bill Barsoum rn 0 King County Metro w 201 So Jackson St 2 � Q NUS KSC -TR -0435 Seattle, WA 98104 N Ct I � _ Dear Bill: Z 1— O wW Because the mobile office that you are interested in is a custom (non-stock) unit, the Labor & g D Industries Certification cannot be forwarded to you until after the unit has been built. Every mobile v 0 co office that is built for Pacific Mobile is certified and receives the Plate/Label after completion of O — construction (when the unit is inspected.) w '— I . I- — uj I In the case of your unit, we can have the inspection/certification done at the factory in Marysville, 11 p on (which is most common) or we can schedule the inspection/certification III Z Washin gt { ) nspectionkertification to be done at your site after the unit is delivered and before the unit is occupied. t) If you or the City of Tukwila needs any additional information or would like to discuss this further, please feel free to call me at (877) 225 -5298. Sincerely, k o Jc Rob Scott i ��,` • Leasing/Sales G�� Cg p ip • . r @pacificmobile.com t ? } % v 0 _ OS N1 ,,i - 1 v / 7 o •. ,w,; F i' . ?: rn 1 N ,, 14 � S r +' C ,? s% ,,,:m., Serving the Northwest from the following Branch locations `M3: y a Chehalis,WA Portland, Oft Seattle, WA Tri- Cities, WA Boise , ID Modesto, CA . • "r . :. ` wi11 r: ; ',, ` .4 W.. 7 , 1 , 4 , - , 2=,..A.;.., .r. ..- .. .. - ....._.. •.wN....e.nrr , aw�' lacY•4a!rns sv.n. _ , ... .. ... .. ... , u1 /4U /u; uu:44 NIA 3( - I.44iH lunnliA PIM: 403 r, • AO"' `'� q , City of Tukwila Fire Department 2 p es -Aer -1 Fax Transmittal Q . est • t .fir - .08 __- Fax Number (206) 575 -4439 C qg j S U o To: T Date: - w 0 = I rai i ` t 0Z_ N 1— Title: From: w 0 , K--e r T e .- . Company: Title:. u_ a _ - : — t rC !�1St 'I a Department: Department: z I Fi r ! zo Fax No. Total No of Pages Transmitted, . Sent By o N • Including This Cover Sheet: (Initials): o 1- Ww ■ =U 4 Subject: F . Pt \ c\ 5 - C . Z Comments/Message: r - it..t <0 Pe.*._ - . .c___, t , i , :::_. rii\--ve z ±e Oi i of- Tc e c5=--F( ce akf e ,-- c . L. M c � . . ! �e�1 ma 7 U� 1 O ( .7.__ f NIk‘ • t \ o i • VOil \1 �� t , . tx , .. m N 0 *Y.�' k .- , . l N.) n " ,; sf If This Communication Is Not -.0 \ d ` '' '"`'y``t' [ Clearly Received, Please Call: A"'' G'.SiYk! 'ri F, 4 .n. Tukwila Fire Department Headquarters - 444 Andover Park East, Tukwila WA 98188 (206) 575 -4404. 001' MartincWWor :Faxttans.doc T.FD. Form 51 V 3 f /7-- / V t^ A4- c j .---,.. .--.„ cc;.... „....- — '---- ._, z•. /Z . :!fit i..a.;r,Tt?i:'. , r : -1., ",i... .. : v.. ,.. ,!,:th* ?•xr,>rpa,.,r.yyt;,,.w.. : .x.nms >n.xKfirta4?tEtlYFtcecn. , 01/29/02 09:44 FAX 575 +4439 TUKWILA FIRE tJ02 . • C. All detectors placed above the ceiling shall have remote indicating lights in the ceiling below. . • I - D. All rate-of-rise and fixed- temperature heat •detectors shall have replacement links or be self- . restoring for testing purposes. E. Smoke detectors shall be the preferred detector type in all areas. When conditions are such that smoke detectors are not practical, other type(s) of detectors shall be installed as approved by the Tukwila Fire Prevention Bureau. • • Section 8. Acceptance Testing. • Z A. Upon completion of a system installation, a satisfactory test of the entire Installation shall be ' 1 Z • made by the contractor's representative in the presence of a member of the Tukwila Fire Prevention w Bureau and shall comply with the procedures contained In NFPA 72 and the manufacturer's specifications. Q .. The use of a decibel meter will be employed to determine minimum sound levels during acceptance • ' J c. test Final approval is contingent upon a successful performance test. U O u) 0 B. A condition of final acceptance of the fire alarm system shall be the receipt of a completed W = • contractor's Material and Test Certificate —Fire Alarm and Automatic Detection Systems, to the effect that . -J I- the system has been installed in accordance with approved plans and tested in accordance with the • { manufacturer's specifications and appropriate NFPA requirements. The completed installation certificate W O shall be returned to the Tukwila Fire Prevention Bureau, prior to the acceptance test. Q 1 - LLQ Section 9. Maintenance. . C J . A. A satisfactory contract covering the maintenance, operation and efficiency of the system shall be. 1 _ provided by the property owner or his agent. The contract shall provide for inspections, .tests and Z I-. maintenance as specified in NFPA 72, manufacturer's instructions. The property owner or his agent shall - I- O be responsible for the maintenance of the automatic fire alarm system with the following provisions: • W j o 1. The renter or lessee shall notify the property owner or his agent of the need of any U • suspected maintenance or malfunction of the. system. O p ' 2. The property owner or his agent shall assume no liability in the event any unauthorized W w person, renter or lessee tampers with, attempts to repair or damages any part of the automatic fire alarm .. U system so as to render it Inoperative. Provided, however, the property owner and his agent shall. be liable u.. ~ O • in the event either of them become aware of tampering or efforts to repair or damage the system, and they Z thereafter fall to restore the system within a reasonable period of time so that it functions in accord with W N the standards provided for in this ordinance. H = . O f" B. A copy of inspection, test, and maintenance records shall be forwarded to the Tukwila Fire Z • Prevention Bureau. C. The automatic fire alarm system shall be maintained in operative condition at all times. • D. Battery-powered detectors in existing buildings shall have new batteries installed in accordance . with the manufacturer's specifications, and shall be tested at least annually by the building owner or the i , ; �� building owner's representative. Documentation of the testing and applicable repairs shall be sent to the GI11 ��`�1 -c ■ Fire Department. pQ �` 3 ` • Section 10. Applicability. Automatic fire alarm systems she be Installed !n the following ` 17 9 �T/ occupancies: • \‘' , - • ). NJit:� • A. Hotels. • �f1� B. Motels. • 6...u; ,t�: L • C. Multifamily dwellings (with more than 4 units): See Section 12.B., Special Requirements. ';`'' D. All other new commercial /industrial buildings under 10,000 square feet unless fully protected ' rr;� {A_s.F, by an automatic sprinkler system. , , . • om 0 2 ..,.,,,„,,,,,,,,:, . .... , _.,0 . m Fire Alarm Systems 1 -2000 . , ;, c S • 43 .At7 •R,, n:.ft•,r..t'lA. A7,1}i;h Y:fW y.M Mn+. �SCY.V:L 9 9r xe •0t„f.“tsuuv. 2 `. - w.,...wwa,r..w..J.%%.l::l:. .. .. ... . .. ..n..MrJ!.. jx i'aVFVi ..l'N:..r!Y: -- ...... , - -, — ■ 01!29!02 Ulf: 44 MA bl +443H 1' WWI ILA I' I Rh IgJUI l ' . . . .. E. When sold, existing commercial and industrial buildings which are not protected by an • . automatic sprinkler system. Exceptions: 1. Any structure 120 square feet or less in total floor area that meets the Uniform Building Code exception for a required building permit. 2. Single family residential structures. ,, Z F. When sold, existing hoteVmotel occupancies which are not protected by an automatic sprinkler a 1 F•= system shall install a fire alarm system throughout. The guest rooms shall comply with Section 12.A. t— Z al tY 2 G. When sold, multi-family dwellings which are protected by an automatic sprinkler system shall J U • install a fire alarm system complying with Section 12.B. U O D Exception: Multi - family dwellings of four units or less to W J F- H. When sold, multi-family dwellings which are not protected by an automatic sprinkler system u_ ?. shall install smoke detectors in sleeping-areas, in accordance with the Uniform Building Code. Common W 0 areas and exit corridors shall be protected by detectors and manual pull stations monitored by a UL 2 ` Central Station.. Audibility shall meet the requirement of NFPA 72. g • • u_ Q Exception. Multi -family dwellings of four units or less. . u) d • - H W I. Any building or portion of a building which, due to the nature of its occupancy, is required by. Z 2 the Uniform Fire Code or other nationally-recognized system. } ally ognlzed standard to have an automatic fire alarm O .' I. Any building or portion of a building which, due to the nature of its occupancy is determined by Ill uj 1 the Chief to be a special hazard or have a high life safety need. U 0 . K. A manual fire alarm system shall be installed in all new sprinklered buildings. Visual and 0 - { audible devices shall be installed per Section 5.1. W I W • L. For items E., F., G. and H. of Section 10, the installation•of an automatic fire alarm system shall i ' V- - ( I be completed within 120 days from the date of notification by the Tukwila Fire Department. u O Z Section 11. Monitoring. The following fire alarm systems are required to be monitored by a City U N • • of Tukwila-approved UL central station (a current list of approved central stations is available from the P. H Tukwila Fire Prevention Bureau). City of Tukwila-approved UL central stations that fail to maintain their Z UL listing shall be prohibited from monitoring fire alarm systems within the City of Tukwila. i A. All new automatic and manual systems as required by Section 10 of this ordinance, or required by any other code or standard. B. All existing fire alarm systems. • C. All fire alarm systems installed by the occupant/owner that are optional in commercial, industrial and multi-family occupancies. 11.01U\ D. Smoke detectors that are installed in lieu of a one -hour corridor requirement. • (`. • Tge .,`; �0 in E. HVAC units that are required to have duct detectors and that serve more than one occupancy or ri 1 • 7 . serve an area open to the public. 't Section 12. Special Requirements. _ . --�. ;;� };.+ I`` ,, 1 ° ,. • A. The guest room detectors of hoteVmotel occupancies shall annunciate at a panel located at or :'� 13‘-M °'1\ `�` " near the front desk. These detectors will not transmit an alarm to the UL central station. The alarm "' F�'�' panel, located at or near the front desk, shall be monitored 24.houts a day by the hoteVmotel staff. 011.44-';'.01 dwellings and lodging houses, fully protected by an automatic sprinkler system, - D � '' `: a, Y gmg - _ . gvw t,. B. Multi-family i shall have detectors installed in the accordance with the Uniform Building Code. Common areas and exit Z m i, �•: corridors shall be protected by detectors and manual pull stations, monitored by a UL Central Station. ZND o � Q� < : m -4 al 1 .p.., C < ' p s ,:. ' Fire Alarm Systems 1 -2000 6 S Fr ^ s ft ;,, %. ¢ • .. n.vw. A:W' . .. d. yk.. µ .h .�. .. 'i.. n. J.... .h Y. .. .1.5 a..1'..l.1t .. ..Y.. \1 .M POT134;' .w...n .... :........ ....... .. _......... �. r«•... vwr•..rHV.a+.b.V41MQ.M4KV.f »�•n r.e+w..a�.+... .........,.,....... .�w�r,eax�C -L• .. f r , _ -- - - - ..-r , ,. May -09 -02 03:09P pacific mobile 3606585253 P.02 Pacific Consulting Engineers 2150 Bell Ave., Suite 145 • Sacramento, CA 95838 • (916) 564 -60]8 • Fax: (916) 564 -6029 i September 14, 2001 z I-Z CO IX 2 City of Tukwila, WA 0 p Attn: Ken al w = � LL FAX 1- 206 - 431 -3665 � Tll' O PPRO � u • RE: Pacific Mobile Structures, Inc. VI NI 1 7 251 = LL a Tie downs for commercial coach units i'i ;��t.� � z I ' o 1 j'�rf1 Z I- t� w w Please be advised, the tie down design shown on SAC Industries ETS- I 26 , bearing v ° o . my Washington Professional Engineer's seal and signature, is applicable to modular o or commercial coach buildings designed in accordance with the 1997 UBC and tu W I affixed with the State of Washington s Gold Se insignias. F- H I LL z El Z a vid A. a en 1 : . A j7 . .� : � r1:V : I'f 1 f e e . .S.3I \L �l'7. cc: Pacific Mobile Structures, Inc . EXPIRES 7/t74 73 1 RECEIVED � f "" CITY OF TUKWILA . ? INCOMPLETE MAY 1 3 ZOOZ FILE , : LT R# m PERMIT CENTER ` " . °. S ;,? , j I Y '. yl t�"� wi t fii k ; Wit . .....+r...... .lei ....w....,. w.- w.n »v.».�M�.e+. Y.iMS „„w :t.. „,....u:.,..... .... »..w, .0„. ,.,:r�nw.xn a�»F'vwn �9+fleaf , 1 __ i - 1 -. • May -09 -02 03:1OP pacific mobile 3606585253 P.03 • ft . a` . , '� • , � �� ......., f � f •• 'TER ENGIN '� / r ' SAC INDUSTRIES � � , . OWAL ,/,; . -0 1 1NfE ‘2.1' ,I ° 1 � s N. • TIE DOWNS c.,\1/4‘. �. �� t:11...2 • • [ 0 . 04 _ ENGINEERED TIE DOWN SYSTEM E., , T, -3► 'ty . CO .. -- - 0 .1 1 ✓ OREGON ti • DESIGN LOADS: GENERAL NOTES \ ` !y 1 \a' *WIND 15psf (70 MPH EXPOSURE "C ") , = I *)tIND 25psf (85 MPH EXPOSURE 'C ") W * WIND - - -- - 35psr (100 MPH EXPOSURE "C") 4 oe ti �•,t.; /t1� 6 * SEISMIC ZONE - - - • 4 , IC >. . U O * SOIL BEARING 1000 �� ✓,� • IS 1000 psf WITHOUT A SOIL REPORT. NOTE: MAXIMUM SOIL PRESSURE �" LU = : . /7 , ' . , ' r • * EARTH AUGERS 4750# . MIN. TOTAL LOAD CAPACITY .o � • ^ ., � ' ~ � _' CO LL • 3150,# WORKING LOAD CAPACITY -f• 4y .. . ti_I1_ .•. 1 ' ; '' W 0 * STARIL -X DRIVE ANCHORS 4750# MIN. TOTAL LOAD CAPACITY ��SlL :, '_' 2 ' ` 3150# WORKING LOAD CAPACITY � g *CONCRETE SLAP) ANC1IORS 4750 MIN. TOTAL LOAD CAPACITY ( i 3150# WORKING LOAD CAPACITY l ame s • S N d * TIE DOWN STRAPS 4750# MIN. TOTAL LOAD CAPACITY • } ��Mil .0 _ 3150# WORKING LOAD CAPACITY , tv; • 4 Z F' � - ZO TIE DOWN STRAPS MEETS FEDERAL SPECIFICATION 00-5 -781 H FOR TYPE 1, CLASS B. ' GRADE 1 STRAPPING AND BE AT LEAST 1 1/4' x .035 ZINC PLATED. 1 t . e.:. G W w 1. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND , S �_ I D 0 ENDS OF THE MANUFACTURED HOME. A it U 2. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED. d F . 0 1I- 3. FOR ALL TIE DOWN INSTALLATIONS, THE MANUFACTURED HOME CHASSIS MEMBERS -& 4. RIA+ ' = w ARE SHOWN AS • 'I ° BEAMS. (FOR ILLUSTRATION PURPOSE ONLY) CHASSIS BEAMS I- _ CAN ALSO BE "C" SHAPED OR "RFC" SHAPED. LL_ 0 • 4, SIOE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE ' Q9. Z • DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE ./ ` ./ , G �~ W MANUFACTURED HOME. n �` U D A �. I V. ., 1-= . • 5. END TIE DOWNS CAN BE LOCATED WITHIN 18 CF EITHER SIDE OF CHASSIS BEAM h T" )"' AXIS, AND BOLT -ON TOP CAN BE ATTACHED WITHIN 18" TO 60" FROM END OF CHASSIS BEAM. LIT • D A N M E 11 I w Z 6. THE SIZES, TYPES, LENGTHS, ECT. OF MATERIALS SHOWN HEREON ARE MINIMUM. 0 MO. 3913 LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY 7. ALL USED PARTS ARE THE WITH IN RUST RESISTAN INDUSTRIAL SHOP PRIMER. . 47 / �! r `J• 8. THIS TIE DOWN SYSTEM MEETS THE REQUIREMENTS OF SECTION 1336.3 SUB- ' SECTION (a). �otesst0,�`►� SAC INDUSTRIES, INC. Q r� %j Lr / � _ STATE APPROVAL 3236 -C FITZGERALD RD . / - -' - • RANCHO CORDOVA, CA. 95 • 2 A f / Ak PH: (800) 771-3055 a UAYID A. S. `v 7740411N Sy3 �ESSlO APPROVED • O N 17 o DAHMENR1 Q� 9 1: • SIJBIECT IC :ORRCCTIONS rlOIE[) '• • 4 .. rt/n Tl •1:..1 not null,prit.• or C'1 rnvr � ��i �V" \` ■en, •`won U S• ? P o,y omn�ion Q. / ft 1i41 „•.o,,...ti of or. ' :[oo:c Stole In., and xr', `yr.t. � • 4. ..-..h - ww �'y /fiS '°A'�; ;j ' el' Stott •)I c ncryn.n o. 17978 _ ^ �.•;�`, r } � • 7a• ..•rnr+ -r of Hr••5. o va Comru,.r •��j {'i: " : :r r .a i • • . ♦ r, Y;�,� l lGi. �NE1 SIANDARE?$ � CO- a�`_ ♦ .4 1 � 1 ` �, *�'M I, ; _Y L :t 4 a �% - CkVI �i rte; /�,, 9 I) A, .4 y 3 : . 3 yGr✓� Gat � � � E O CAL i W DE. : _ + Z `; ' ,, 1 -.. lt I at i 1 7.1 N O • ` ' ;: . i v 7 . 4, CIVIL ' '' a SPA NQ• ..•• .- •••�•� -• ..../2 _,•- PACIFIC CONSULTING EN;,II:EC�S � ✓ � _ - - - -- X150 BELL AVE. SUITE 145 1 /, � J SACRAMENTO, CA. 95838 1 resit Pion ApprayQl EYpiratr �G�� / PH. (916) 564 -6028 ' '. + ' , ' I • 3025 ��• ....„,‘ , ..p,,i:y k ei l . W ,,, +1t . .. .. ... - , - , May-09-02 03:10P pacific mobile 3606585253 P.04 . SAC III__. EARTH AUGER TIE DOWN ANCHORS • ■ Al0 g V • #6005 r'' ,p ' �' '� al 400 400P P , Z 4002 . #6006 #7000 • #7001 #7002 1- w CHASSIS p4002 PIER V 0 : BOLT —ON OP _ t ■ 0 i cow p7oo2 - = y. t 7 ' STEEL l � — „ 7000 7' STEEL MI 1 W/ HOLE t :%./ STRAP W /BUCKLE CO L ro. - p6005 SPLIT W • t � � o , 6p.° BOLT k NUT bd J d;• Q�� l' N < 4 . N OTE 2 '1.® ► 1— W • N600 = STABILIZER Z I— � ' T PLATE O 10 : 1 I NOTE 3 * • • � Z F-- 6001 #6000 •, . ' • r EARTH AUGER (TYPICAL) : a NOTE 4 — o ._ T lt • U W � "`J o ' -to 0 F VERTICAL OR ANGULAR INSTALLATION IS OPTIONAL _ • ■ i AUGER TIE -DOWN = W • i- U INSTALLATION INSTRUCTIONS o 1. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. U z 2. INSTALL GROUND ANCHOR INTO GROUND LEAVING 12 " —I4" OF SHAFT EXPOSED. F.. F=- 3. PLACE STABILIZER PLATE NEXT TO SHAFT BETWEEN THE ANCHOR AND CHASSIS BEAM, AND DRIVE INTO GROUND. Z 4. FINISH TURNING ANCHOR INTO THE GROUND APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTIL ANCHOR HEAD IS FLUSH WITH STABILIZER PLATE. ' 5. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. \ 6. IF ANGLE OF SIDE STRAP IS GREATER THAN 60', STRAP CONNECTION CAN BE • MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. 7. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN . BOLT UNTIL STRAP IS SNUG. ' • END TT DOWN END TIE DOWN END TIE DOWN SEE CHART SEE CHART SCE CHART gi 1, ._ , r 1 _` ttr IF >I II 1r 1 j i V 4 1,1 U < W • a ' • t ' 1..�er i n O O : ii i : I( Ii 1 • L. if 1 I II - • ,.,, . * K +: V , ` tl I rt CI `1 r V. r %1 .'i., .. u, f dd SINGLE VFti» DOUBLE WI DE TRIPLY: IVIDE m i�! , �'� J ' t. r •" , 'iv0..L,.. v.. 1 . -.._, - g ,. Z • v #6013 #6005 #7000 #7001 #7002 #4002 ' -- w W QQ 2 . CHASSIS —� Ij70 J U l 00 0, ,y 7007 �� CO N 7' STEEL STRAP ••-.........;;,:, - BOLL -ON TOP -\ — 1. r' W //6005 SPL 1 #7002 I— RO.T & P.41...; �� 7' STEEL �.. �-- N7000 7 STEEL , � �. , STRAP i �� STRAP W /BUCM,LE / STABII.f •k" `-. , W /HOLE \ +r"- w 0 DRIVE ANCHOR . � a '� �>�ci o N600S SPLIT 2 GROUND LINE lift Sa o-g o-q \ BOLT & NUT J • lir Z , ! \ : �: 1-O • i • / ' . :1 • ,! z 1-.' • DETAIL_W: ' "lo\-•r 0 0 • SEE DETAIL'A" 0 U VERTICAL OR ANGULAR INSTALLATION IS OPTIONAL 0 — STABIL -X DRIVE TIE DOWN 11.1 w SEE DETAIL "A" 1— U u. 6 INSTALLATION INSTRUCTIONS z w I. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. U = , 2. DRIVE STABILIZER PLATE INTO GROUND. OI — 3. DRIVE CROSS RODS THROUGH HEAD TUBES INTO SOIL AS SHOWN. ,.44,1/ z 4. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 5. IF ANGLE OF SIDE STRAP IS GREATER THEN 60', STRAP CONNECTION CAN BE \ ' MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. /6002 ` 6. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN BOLT UNTIL STRAP IS SNUG. SEE NOTE #7 ' 7. #6002 ANCHOR CAN BE USED WHERE HARD OR ROCKY SOIL OCCURS. IF THE AND NOTE #8 GROUND SURFACE IS OTHER THAN ROCKY SOIL OR MINIMUM 2" ASPHALT, USE STABIL —X ANCHOR OR ENCASE ANCHOR WITH 12 "x12 "x12" CUBE OF CONCRETE. 8. WHEN #6002 ANCHOR IS USED FOR ANY REQUIRED ANCHOR -- (2) ANCHORS i MUST BE USED AT THAT LOCATION. . WIND= 70 MPH - 85 MPH - 100 MPH EXP. "C" - SEISMIC ZONE 4 [REQUIRED NUMBER OF' COMBINED ANCHORS FOR EACH SIDF, AND END OF MANUFACTURED HOME 1 'I'+` T — No. OF SIDE! No. OF END TOTAL No. OF I ,' ' WIDTH ; LENGTH WIND SPEED I SEISMIC ' `s �• _ J TI DOWNS DOWNS TIE DOWNS_ ,. 70 MPH EXP. C SINGLE I "" =1 5PSF ZONE 4 4 2 12 4Wyk �. ' ' 1 WIDE 85 MPH EXP. "C•' = 25PSF ZONE 4 8 I 2 20 a ' ' OE � 0' -78' r� TO 1 6 ' 100 MPH EXP. "C" =35PSF ZONE 4 12 2 ,_ 28 �`:a 0 * DOUBLE ( 70 MPH EXP. "C 5PSF ZONE 4 4 I 4 16 , - • • WIDE 0' -78' 85 MPH EXP. "C" =25PSF ZONE 4 8 4 24 , T . • ). ' TO 28' 100 MPH EXP. "C" =35PSF ZONE 4 12 4 32 tt . id, "'1i • � TRIPLE - -- — �70 MPH EXP, "C =15P 1 — F ZONE 4 � • 4 6 20 7 -,.r� . . WIDE 0' -78' 85 MPH EXP- "C =25PSF ZONE 4 8 6 28 _ ,, �! } [i, r, TO 42' 100 MPH EXP. "C "= 35PSF__ ZONE 4 12 __ 6 36 "` ,� _, . _� -. --.- _ . 4nA"luJ3 k 1' - I Al R >x cr ,, a ✓•,� ., ..... ..... .. ....... '.;,: ? «: 'ne av ^,ait�'.'s2i+ .. -'Y {. :3tv6kt. r' ii4A.1iif5ii• . ' FRdTits '. °,nSw.e.«... "..,...,..... ' ' ' May -09 -02 03:11P pacific mobile 3606585253 P.06 . SAC - TD, CONCRETE TIE DOWN ANCHORS . © 0/ 4) / #4 02 PIER `SSIS - � BOLT-ON • ■ ,• 4 /�. . (/ ' ^' + r ' i1 4 # , 4# �._ 7' STEEL STRAP F.• 'It:. WITH HOLE ‘11 #7000 7' STEEL 6005 #6005 SP ' c.-----""'%'. STRAP W /BUCKLE #7000 #7001 #7002 BOL & NUT u6OC4 Z 1 , < 0 (J c W re ti • „ I A ,, ; vie li � � OR ' ` ill ij 6003 O #4002 #6003 #6004 b W CONCRETE TIE —DOWN u" Q • INSTALLATION INSTRUCTIONS m oo w a NEW CONCRETE - N6004 .•� W 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE, AND ALLOW TO PROPERLY CURE. Z F=- • 2. ALTERNATE CONNECTION REQUIRES #5 REBAR PROPERLY EMBEDDED IN CONCRETE. . • : EXISTING CONCRETE - lo03 : • • W W 1 . CONCRETE MUST BE A MINIMUM 3 1 /2" THICK AND IN GOOD CONDITION. . 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. U O ALTERNATE O N 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12 FROM ANY SIDE. CONNECTION 17 H . 4. EXPANSION BOLT IS 5/8" x 3 1/2" WITH MINIMUM 2 3/4" EMBEDMENT AND lU W 6,180 POUND PULL OUT, 7,160 POUND SHEAR. f= - 0 CHASSIS CONNECTION 0 T. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. , , Z 2. IF ANGLE OF SIDE STRAP IS GREATER THAN 60'. STRAP CONNECTION CAN HE ui N. MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. H = 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN Z ~ BOLT UNTIL STRAP IS SNUG. : :,.. NOTE: SIDE TIE DOWNS ARE REOUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME. • NOTE: A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE USED. F = = 7 T 0 j y f DRILL 9/16" HOLE AT MID HEIGHT L d � r .- -. -- ; 1 /2 A307 BOLT - �� (TYPICAL .`" - II t r- I , J' \ // \ ‘ // Li ‘ Il A - - - It -. ---Ar- - _ - - / ,. ... \ i , , \ -. .\\ `) \` SID: VIEW ENO VIEW t ' 1 ` % ` END TIE DOWN m" ,; SIDE VIEW SIDE VIEW u,4i.,; /".C" NOTE: END TIE DOWNS CAN BE. BEAM CHASSIS "RFC" BEAM _ CHASSIS r 1 L WITHIN 18" Of EITHER �` ,' SEE GENERAL NOTE #3 SEE GENERAL NOTE #3 SIDE OF CHASSIS BEAM AXES. a?'d' j ; '. 4 ' c CONTRACTORS CERTIFICATION 1 w I CERTIFY THAT I HAVE INSTALLED THE SAC IND., INC. ANCI SYSTEM AS ` PER THE INSTALLATION INSTRUCTIONS. 1 HAVE MADE NO MODIFICATIONS TO THE ;. ANCHORING SYS'T'EM OR TO THE BUILDING STRUCTURE. We COMPANY NAME: CONTRACTORS LIC u Y . e° Y Y' ,,,4i•«4+aaei".+ „:G 2' , r ;. 0.,,,n tktrr q v,,,nr,:a „ ;•a , . .............. .._ .r ... ..... .. ...... ... .. ... ... .. .. ..e .: ...:...r,.. I ' v ._ _ - . _ 4- r # r 5 . J ... , „ = N ail 4 s • •t 2 City o Tukwila , -: of Steven M . Mullet, Mayor Q .�ri ' p : • , . : • I '4� 2 - Department of Community Development Steve Lancaster, Director 1908 - - - -- z =i- October 3, 2002 ,t-- Z Marc Dallas J U 201 South Jackson Street N Seattle, WA 98104 u) 2 J F- R E: Permit Application No. D02 -109 u) LL, 12100 East Marginal Way South W }O Bob Benedicto, Building Official Y •> ' ,,• . ,T.4 ZSrt� ,' 5. Li,,SW.5 le t. lam ; 4 ,m "'WV. : 6it,,t 1 $....i :y,?} J1m1 ■ !Me- . 5 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.3665 ' � � 'b.?"1%:..- . "l';. . :A•.'C ..'.11 Aih. 19f. S: eYlf+. MY.' HIh• ee+r.w:4�+..w.uiraiWr b .> , yeti ?'0#"^MU - t.r. rozn:aaw.:r^rr... ,. .._ "' .. . _,. „„«,. ,..F...xr „,,, „,'.,,,- „,.Yu;., . ""',, -- *ILA, p '', ,0::..................../ 6 City o Tukwila J O= v 1,y% 1 0 ; f Steven M. Mullet, Mayor ' trv... ' Department of Community Development Steve Lancaster Director 1908 z April 26, 2002 • _ I , • f- w Mr. Marc Dallas 2 201 South Jackson Street TR0431 _.1 v Seattle, WA 98410 v 0 w I RE: Letter of Incomplete Application #1 Development Permit Application Number D02 -109 W 0 New Hostler Trailer —12100 East Marginal Way South 2 I i a J Dear Marc: a . = I-w Th is letter is to inform you that your permit application received at the City of Tukwila Permit Center on z = April 24, 2002, is determined to be incomplete. Before your permit application can begin the plan 1. 0 review process the following items need to be addressed: w F- a i Building Department: Ken Nelson, Senior Plans Examiner, at (206) 431 -3670, if you U cn cn have questions concerning the following: p _ tu u j Please provide specifications for auger soil anchor by "Tie Down Engineering, Inc." ►- H or equal, as noted on details B -1 & B -2, Sheet SD1. LL Z UN Please address the above comments in an itemized format with applicable revised plans, specifications, j:-, H I and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications Z and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every . resubmittal. I have enclosed one for your convenience. Revisions n be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 432 -7165. . Sincerely, i . t ' - - . ...,,,,e..-yee--x-ee... 7 S tefania Spencer ` 14 Permit Technician i :, i 4. . ` � y ' ?tax r ". encl � r; a a-ri File: Permit File No D02 -109 I ; , 4 , i . l�!`S 1'e . i t. M h. 1�..YK j 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206. 431 -3665 �. „4 + ''.' fpAliB' i}! S,' 4‘mt7'S4ofi ?yhr' C°§+ "1tXfrit ., .. 1. r —..� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -109 DATE: 5 -13 -02 PROJECT NAME: K.C. TRANSIT HOSTLER TRAILER z SITE ADDRESS: 12100 EAST MARGINAL WY S , .1 1 w cc Original Plan Submittal Response to Incomplete Letter # 0 XX Response to Correction Letter # 1 Revision # After Permit Is Issued w w J = H W 0 2 } DEPARTMENTS: g J Q BuildiV 19 n Fire Prevention ❑ Planning Division ❑ d ►1w 54 ±- w Public Works Structural ❑ Permit Coordinator H 1 i! -trvl Allk. 6 )1-o2- z I -o z I— DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 5-14 -02 w iii : p Complete V Incomplete ❑ Not Applicable ❑ o co 01- Comments: = W I— LL O Permit Center Use Only W Z INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: U 2 Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: I. Z TUES /THURS ROU ING: Please Route [S tructural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 6-11-02 Approved ❑ Approved with Conditions li Not Approved (attach comments) ❑ ' Notation: r:bW. REVIEWER'S INITIALS: DATE: s. F, i � s Permit Center Use Only ` , ; CORRECTION LETTER MAILED: � ', Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ED Staff Initials: 0 ,%rl,r F 'h; �:{ Documents/routing slip.doc em,:. 2 -28.02 *w.tt $r,k 77 L,y, r . ..I.wXLS.f ,;.,r:. .xr.+vaswa.,,- .•:...�. ....... .. ............. ... - t T —. I - . ._ , ■ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D02 -109 DATE: 04 -24 -02 PROJECT NAME: K.C. TRANSIT HOSTLER TRAILER /SHACK a SITE ADDRESS: 12100 EAST MARGINAL WAY S 1.- w J • XX Original Plan Submittal Response to Incomplete Letter # 0 0 to CI CO Response to Correction Letter # Revision # After Permit Is Issued w _ 1- - ■ w DEPARTMENTS: u_ Q 612. (W-- co a Bu1'Iefing D ivi ion El Fire Prevention Q Planning Division [II _ CblyIc 1.� -2 -o AWL- .4-3 U 0-2- ntt, A{ 2.S -c� " -z h- _ Pu Works ❑ Structural El Permit Coordinator Z I- WO w DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 4 -25-02 D p U Complete O p ❑ Incomplete Not Applicable ❑ p 1- Comments: i V I- F- �e ._.._.,A'•�P�k�;'! #dtY iN:. atl?�t' tR; vx. v; � .ircr.,�....,:.<.....,,- ,.. -.,. ...� �. �.. .........n.�....»....._..«.... .. . ...... .. ■ '` r / _ .. \+ 111J1, W ' ,�J.,..: ...- , is''', City of Tukwila o / 41 s Department of Community Development - Permit Center g !iti \ e,. � _ d 6300 Southcenter Blvd, Suite 100 ' i , git k Tukwila, WA 98188 `'..•. ........ % (206)431-3670 . 1908 z `tk' ,, .�� a. . f °�hl� °x i,S�•�' {'�r �t� `J ' 9t h,.. . a: .c , . I y. �l� . t T Q ;: ; V L 4i . ' i "t - t (ir ll" . 1,1. . , 1'. i .1:�■ rat e �(� y i i ,''s a P ! �.. 't` y I- : 4 >L ! �� gyp � � 1 /f� �IJ�Y i l7 ! d<!' ; f, I- Z t "•, {T.„!r y » .f:�h a � va1,. ?j CS*=' 4t L : t l.ttt i �• .,.. _ �,. . ? . 5 . C t'MC ? 1 !, :, r l �a j • �! i + L �r ' 1 � 5 . .,ta.. "W� .•. sr .r.. ... ,., , ...: (P. .. ^d ta.,. ,9Yr 1 ' i. . ', .. . ., rj +. h � li. y .. ,. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted L U U O through the mail, fax, etc. u p co w IA 1 Date: \ �. o Plan Check/Permit Number: \/ 0 Q ) o 9 N 0 � W 2 ❑ Response to Incomplete Letter # u_Q ❑ Response to Correction Letter # co a 0 Revision # 1 _ after Permit is Issued � _ - al I ? F- � ZO Project Name: t g1 1±= II .. • ' ,1i If 69 I u-- ` I l I �- W W Project Address: 1 �(b - l >k ft / (JJ w n,C Q�,� 0 0) I Contact Person: k« 50 Ph e Number:62©x) 6$4_k E W w Summary of Revision I. l, _ /_: / , 4.4: 1, _ v , A�► As , _ , = f : , 4 i U - 0 .4 lV 1) Q a • - -4.- 0(d ` • 01/1/` , z H. 2 o F- Z i • Sheet Number(s): 1S "Cloud" or highlight all areas of revision including date of revision ' ;, , r ; RECEIVED ; ' , of CITY OF TUKWILA 4 511 :4 a u,; Received at the City ty Tukwila Permit Center by: J AN 2 2003 � : „ � v, x t E] Entered in Sierra on .';',4e0A RECEIVED PERMIT CENTER f4 ` OF 'MK' s'•,. ; %;f,; ,JAN <.011) 08/30/00 , 10-� U. I.r . ,. 1•t.n , • pv:? V. ; ° i >57 r ;:: a' =o).::,•Ft cCSC�d u�t: vkb.,l . t +uS 4� �& txd. ^ . i x.. ^rtrrn ............... _ .... .... ............__......... -. , M . rr- 4 \ J . � � ,wq ' ' (z; of Tukwila o ii . Y 1 Department of Community Development - Permit Center ( .1 t 6 w4 . ri 11,:or )gl. 6300 Southcenter Blvd, Suite 100 N 5 •. � , i / i `I Tukwila, WA 98188 • . ' , + - -.'' ' _ (206)431-3670 7908 _- -- = 1 - - REVISION, SUBMITTAL �.z � a' Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted t O through the mail, fax, etc. co W J= H a : 0 Nu_ Date: Plan Check/Permit Number: 7 W O Response to Incomplete Letter # ' ' ❑ Response to Correction Letter # = a ❑ Revision # after Permit is Issued Z I - / z i--- , "/6-5-V A .Z5. c,IZZ--4 z e..- / z--- ,?z. Ili uj Project Name: 2 D Project Address: �- ®��1' UO co Contact PersoFf `' l 7, v Phone Numbe w w Summary of Revision: 0 -IL / _ 0 I- 7 4Z5 f2Y a—rr1 21/e45/: ----- --- . ---- z . RECEIVED rlw OF TUKWILA i i. i i r _ ,r„ O W C, • PERMIT CENTER i: r k . Sheet Number(s): , ! . k "Cloud" or highlight all areas of revision including date of revision ' n ;Y i s Received at the City of Tukwila Permit Center by: l�-- Entered in Sierra on , ,,v , ❑ ' zr ,. , : . ::.� ° +.?,�', tit el— .?. . :, + ' nzza, �' n bl'e ''13i i; •.'.1 :v. •. :`rinJ -�< 'Csu...*11 '� "�l'/,tlr1.3,FN .. #'}. y ..7 . {N w.n. nrw -xa :a .< ,, ...... . ......,. r-.r -crw, .., , •e Vn ro.. :A. a!M N J'J^ F '.!T�J) N' N . . •. Sv' L.. , \['d' "(N h iµY.l4i Y. :'k•: ' +5+'• "Y ' "L',5. 7�.R {' Y lyi, F' }:. JR?,+.`ii(c ; P. O. Box 44000 Olympia, WA 98504 - 4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: Z I LICENSE DETAIL INFORMATION ce w Current Filter: None 0 Registration# or License PACIFMS033DC N J Name PACIFIC MOBILE STRUCTURES INC N Address PO BOX 1404 w 0 2 Address a' u. Q City CHEHALIS T. d W State WA Z Zip 98532 Z Phone Number 3607480121 ui n o Effective Date 3/3/97 0 w Expiration Date 10/28/02 W H • w Registration Status ACTIVE u-F Type CONSTRUCTION CONTRACTOR , z' Cu Entity CORPORATION U Specialty Code GENERAL Z Other Specialties UBI Number 600498022 � t 'VIEW *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * 'VIEW *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS* * * * * * Z y, °�� i VIEW CONTRACTOR INSURANCE INFORMATION * * * � .; � l , New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or:,_'Y) return to the L &I Construction Compliance Home Page , ;HIZ ' !tl4' hl Lj htt s: / /wws2.wa. ov /lni/bbi /TF2Form.as License= PACIFMS033DC 05/21/2002 P g P p� t File: D 02 -0109 35mm Drawing #1 -5 NOTE: I. ASSUMED MIN SOIL CAPACITY 2000# p5f, SOIL 15 ASSUMED TO BE UNDISTURBED, GRANULAR, INORGANIC, WELL DRAINED, NATIVE 2. PROVIDE BLACK VISQUEEN VAPOR BARRIER THROUGHOUT CRAWL SPADE, LAP SEAMS MIN 12" VENT GALGULATION: 400 SO FT x 144 = 3010 50 IN. REQUIRED 150 U5E 16 "x8" FOUNDATION VENTS - 4 REQUIRED CONCRETE CURB AND 4" THICK SIDEWALK 26 GA PANTED FLASHING P.T. 2X6 W/ 45° COPE OVER I/2" P.T. PLYWOOD FILLER STRIP RAMSET TO FRAME AT SITE WOOD SHIM SKIRTING - P.T. 2X4 BOTTOM PLATE W/ 1/2" DIA REBAR PINS W/ MIN 3" EMBEDMENT INTO CONCRETE W/IN 12" OF ENDS OF PLATES - 4 "x8 "x16" CMU BLOCK STACK ON 16 "x 16 "x 4" THK PRECAST CONCRETE PAD I I DETAIL SCALE: 3/4" = ILO" �� MARK REVISION 1 Date L CUSTOMER SUBMITTAL 8/16/02 Q Ls I SUBMITTAL 01/18/02 L A FINAL DISTRIBUTION 01/23/02 REVISED FOUNDATION 1/8/03 ool V2"47 BOLT THRU BOTTOM FLANGE 40' -0" (EXTERIOR OF BUILDING) I❑ ❑I L_ J - 5'-6 1/4" MAX. (EQUAL SPACED FOR 8 STACKS) I ❑❑ FOUNDATION PLAN ❑❑ L_ _J ❑❑1 Scale: 1/4" = I' -0" 0.111. 3/16" STEEL TIE -DOWN BRACKET AND I -1/4 "x.035 STEEL TIE -DOWN STRAP STEEL TIE -DOWN ANCHOR A5 REQUIRED BY fl)IL ( 2 TIE DOWN DETAIL SCALE: 3/4" = I' -O" L_ J 'Lll=21 11 lo❑ °�. loot kViSiON NOJ 26 GA PANTED FLASHING z 1 0 arf Of 1100 APPRIT49 P.T. 2X6 W/ 45° COPE OVER I/2" P.T. PLYWOOD FILLER STRIP RAMSET TO FRAME AT SITE WOOD SHIM SKIRTING - P.T. 2X4 BOTTOM PLATE W/ 1/2" DIA REBAR PINS W/ 12" EMBEDMENT INTO GROUND W/IN 12" ENDS OF PLATES 4 "x8 "x16" GMU BLOCK STACK ON 16 "x I6 "x 4" THK PRECAST CONCRETE PAD Ca' ".nriPfw,...... :);te,.L1 ",'A (..i 1 `,.—-, DETAIL SCALE: 3/4" = I' -0" RECEIVED CITY OF TUKWILA JAN 2 3 2003 PERMIT CENTER 1NH I TLEY EVERGREEN I NG. 142 I GI SMOKEY POINT BLVD. MARYSVILLE, WA 018271 (360) 653 -51010 (360) 6501 --1-735 FAX. 1 0 Inch 1/16 JOB NAME IO'x40' MODULAR OFFIGE FOUNDATION PLAN SHEET TITLE THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WHITLEY EVERGREEN INC. - J 1.1.1.1.1.1 1 i.,,.Iili.i11iii1:iiiil' i.,4.1 1.1 I 3 4 `Y..1.17 ^�I -11!( rrre ry his::+J - g1 7E-- "Ti '61, i : ;'.11 7------11-----r-7---C: .- - - --T - -- ' V Ir L l 0 h hd i 1 1 1 1 1 Iti h i i h i i i II�IIII IIIIIIIIIIIIIIIIIIIIIIII111I11I' IIIi111111111 ,IIIIh111,111111111,11111 S/N: 0802 -101 5T1) PLAN NO: CUSTOMER APPROVAL: APPROVAL DATE: DATE: 8/7/02 DRAWN BY: JWE FILE: 3602 -2 -0 • 1 JOB ND: 3602 5.0 • SHT. OF NOTES: 1. FOR LEGEND AND ABBREVIATIONS, SEE DRAWING G101. SEPARATE PERMIT REQUIRED 1:OR: MECHANICAL ELECTRICAL PLUMBING [gGAS PIPING CITY OF TUKWILA BUILDING DIVISION FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. Date ACP RECEIVED CITY OF TUKWILA APR 2 4 2002 PERMIT CENTER Permit No. HAZARDOUS MATERIALS STORAGE BUILDING CONTRACTOR'S GATE No. REVISION BY APP'D DATE EAST MARGINAL WAY SOUTH SCOPE WILL REQUIRE A NEW PLAN PK NAIL EL. 18.25 BEARING = N00'25'26 "E DISTANCE = 12.9' BM #1 HUB EL. 21.29 (NW CORNER OF NEW PARKING GARAGE) BEARING = N64'05'18 "W DISTANCE = 54.8' STA 0 +00 "G" LINE BM #2 EL. 20.12' (TOP OF RAILROAD SPIKE ON NORTH SIDE OF POWER POLE 12" ABOVE GRADE) D CAMPS LL SCALE: APPRovED: R ISLER IBIS NO: 432159 WORK REQUEST: RECOMMENDED: CONTRACT NO: ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: pARCEL 1 Portions of the West half of Section 10, Township 23 North, Range 4 East, W.M., described os follows: Lots 22, 23, 24, and that portion of Lot 25 of Bennett's Interurban Tracts unrecorded, lying North of a line 50 feet South of the North line of Government Lot 15 of said Section 10, and Lots 17, 18, 19, 20, 21, 22, and the Riverside Stone Quarry of Riverside Interurban Tracts, as recorded in Volume 10 of Plats on page 74, records of King County and River Street as vocated by Superior Court Couse No. 663488, all lying Southwesterly of Primary State Highway No. 1, Foster Interchange to South 118th Street, as established by Warranty Deed, King County Auditor's File No. 5884778 and Superior Court Cause No. 646846 and Northeasterly of Eost Marginal Way South as established b) Superior Court Cause 646697, 646846, and 646939 and that portion deeded to King County by Quit Claim Deed as recorded under Auditor's File No. 1004994, and Warranty Deed No. 7412090465. More particularly described as follows: Beginning at a point 50 feet distant Easterly, when measured at right angles from the East Marginal Way Center Line Survey of Primory State Highway No. 1, Foster Interchange to South 118th Street, at Highway Engineer's Stotion EMW 13 +00; thence South 07.30'05" East along the Easterly margin of East Marginal Woy 135.36 feet to a point on a line 50 feet South of and parallel to the North line of Government Lot 15, Section 10, Township 23 North, Range 4 Eost, W.m.; thence South 87'32'19" Eost parallel to said North line 37.31 feet to the Westerly line of Lot 19, Riverside Interurban Tracts; thence South 01'37'43" West ofong said West line 133.72 feet to the Northwest corner of Lot 1 Riverton; thence South 88'22'17" East along the North line of said Lot 1 a distance of 1.90 feet to the Northeast corner of said Lot 1; thence South 0724'24" East along the East line of said Lot 1 a distance of 123.54 feet to the Easterly margin of East Marginal Way as established by Quit Claim Deed found in King County records, recorded under Auditor's File No. 1004994; thence North 78'41'05" East 12 feet to the Easterly margin of Eost Marginal Way as established by Warranty Deed found in King County records. King County Recorder's Number 7412090465; thence South 11'18'55" East along said East margin 501.21 feet; thence South 10'07'24" East 107.94 feet; thence South 89'17'24" East parallel to the South line of Lots 31 and 32 Riverside Interurban Tracts a distance of 774.30 feet to the Westerly margin of Primary State Highway No. 1. Foster Interchange to South 118th street; thence North 04'33'59" West along said Westerly margin 165.03 feet to o point of curvature to the left; thence along said curve whose radius is 1390 feet o distance of 1554.78 feet to the West line of Lot 17, Riverside Interurban Tracts; thence South 01'37'43" West along the West line of Lots 17 and 18 Riverside Interurban Tracts 64.88 feet to the Northeast corner of Lot 22, Bennett's Interurban Tracts (unrecorded); thence South 78'39'00" West along the North line of said Lot 22 a distance of 91.98 feet to the Eost margin of Eost Marginal Way; thence South 04'57'54" East along soid East margin 268.62 feet to the point of beginning. All according to that certain survey recorded in King County Records In Book 4 of Surveys, poge 150 and containing 20 acres. PARC A tracEL t of land in the Southwest quarter of the Northwest quarter of Section 10, Range 4 East, W.M., in King County, Washington described as follows: From the Northwest corner of Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington, running South along the West fine of the Northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set at the initial point of land released by Ado H. Bennett to the Duwamish Investment Co. on August 7, 1913; thence East at right angles along the South line of said released lands 924.51 feet to a stone monument at the Intersection of said South line of the said released lands with the Eost marginal line of the Pacific Highway; thence South 13'05' East along said Eost marginal line of the Pacific Highway, 567.14 feet to the Point of Beginning of this tract; thence South 13.05' East along the East marginal line of the Pacific Highway 545 feet; thence North 76'55' Eost perpendicular to said highway 141.55 feet, more or less, to the Eost boundary of the Southwest quarter of the Northwest quarter of Section 10; thence North 0'04'10.7" West along said Eost boundary of the Southwest quarter of the orthwest quarter of Section 10, 559.36 feet, more or less, to a line which is 545 feet rom and parallel to the South boundary line of this tract; thence South 76'55' West along soid line 545 feet from and porollel to the said South line 267.51 feet, more or less, to the Point of Beginning. EXCEPT that portion thereof lying Westerly and Northerly of the margins of Primary State Highway No. 1 as established by Judgment and Decree of Appropriation entered February 21, 1966 under King County Superior Court No. 646697, Item No. 2. "Being known os a portion of Tracts 20 and 21, Bennett's Interurban Tracts, according to the unrecorded plot thereof." PARCEL That certain portion of Government Lot 15, Section 10, Township 23 North, Range 4 East, W.M., in King County, Washington described as follows: Beginning at the Northwest corner of said Section and running thence South along the West line thereof 1168.66 feet to a stone monument; thence Eost at right angles 924.51 feet to a stone monument in the East line of East Marginal Woy; thence South 13'05'00' East along said East Marginal Way 1112.14 feet to the True Point of Beginning; thence continuing South 13'05.00" East 612.46 feet to the East line of Government Lot 15; thence North 0.4'10.7" West 628.61 feet; thence South 76'55'00" West 141.55 feet to the True Point of Beginning; EXCEPT that portion of the above described property which nes North of the South line of the North 50 feet of said Government Lot 15; and EXCEPT that portion thereof condemned by the State of Washington for highway purposes under King County Superior Court No. 646936. PARCEL 4 That portion of Lot 1, Block 1, "Riverton ", o replat of part of Riverton Interurban Tracts, according to the plat recorded in Volume 13 of Plats, page 36, in King County, Washington, lying Easterly of the Easterly margin of East Marginal Woy. King County Department of Transportation METRO TRANSIT DIVISION SOUTH BASE BUS PARKING LOT ASPHALT CONCRETE PAVEMENT REPLACEMENT AND REPAIR EXISTING SITE PLAN Doe- tog DATE: MAR 01 201271 DRAWING NO: G102 SHEET NO: OF 2 15. • , • .•y p It , % ,s • o 0 , LEGAL DESCRIPTION INDEX TO DRAWING s ! / us 00•FISWAV ' '�' � / I SHT.Ns DWG. N° TITLE \� t� - SOUTH , `=� ■ `.f OPERATING f G I VICINITY /LOCATION NAPS ) INDEX \\ 1 , , BASE PARCEL!. TO OWG S 4ND NOTE I Portions of the West half of Section 10, Township 23 North, Range 4 East, W.M., described as follows: i \ . Lots 22, 23, 24 and that portion of Lot 25 of Bennett's interurban Tracts urecorded, lying North of a line 50 feet 2 C f PARTIAL PLAN 1 SECT 10 f� 5 I DE rd IL5 South of the North line of Government Lot 15 of said Section 10, and Lots 17, 18, 19, 20, 21, 22 and the Riverside Stone Quarry of Riverside interurban Tracts, as recorded in Volume ID of Plats on page 74, records of King County and River 4Q E L E C TR I GA L i trt i i ® Street as vacated by Superior Court Cause No. 663488, all lying Southwesterly of Primary State Highway No. 1, Foster i� Interchange to South 118th Street, as established by Warranty Deed, King County Auditor's File No. ,5884778, and j d // Superior Court Cause No. 646846 and Northeasterly of East Marginal Way South as established by Superior Court Cause S ! / 646697, 646846 and 646939 and that portion deeded to King County by Quit Claim Deed as recorded under Auditor's BILL OF MATERIALS (ELECT, -. //6 w S , r a rt/ File No. 1004994, and Warranty Deed No. 7412090465. �� AWER t� More particularly described as follows: ITEM QTY DESCRiPTION Beginning at a point 50 feet distant Easterly, when measured at right angles from the East Marginal Way Center Line 1 1 GROUND ROD 3 /4"r6% 4 W' GROUNDI v_ IiW i3+00; iUCt STRAP. � — thence South 07 ° 30'05" East along the Easterly margin of East Marginal Way 135.36 feet to a point on a line 50 feet I O C/ !Y q Al i _ South ofand parallel to the North line of Government Lot 15, Section 10, Township 23 North, Range 4 East, W.M.; thence Z AS QEOD CONDUIT, RIGID STEEL, 1' TRADE SIZE, NOT DID GALVAIJIZED INSIDE �� "`� - -� S R V _ Southe o7°32'10 Bast parallel to said North line 37.31 feet to the Westerly line of Lot 19, Riverside interurban Tracts; AND OUT. SHALL CONFORM TO ANN C8O - / e 01 West along said West line 133.72 feet to the Northwest corner of Lot 1 Riverton; thence South --------- -.....„--,-_-_,......„.._____ z , .Q �� M 88 2 1 7 East along the North line of said Lot 1 a distance of 1.90 feet to the Northeast corner•of said Lot 1; 3 A6RECa�D CABLE - 25 PR 1 "22 GU RATED 300V. R3RONC0 BROI4C•H1DE thence ar South Way as 02 aestabl 24'24" East ished along by Quit the East Claim line Deed found of said in Lot King i County s distance records of , 123.54 recorded feet under to the Easterly Auditor's margin File No. of 1004994; East �~' THERMOPLASTIC CONTROL CABLE OR APPROVED EQUAL. `� thence North 78 ° 41'05" East 12 feet to the Easterly margin of East Marginal Way ag established by Warranty Deed found Th in King County records, King County Recorder's Number 7412090465; thence South 11 18'55" East along said East margin 4 AS RE4 CONDUCTOR - *$ •NWN CU STRANDED, 501.21 feet; thence South 10 ° 07'24" East 107.94 feet; thence South 89 ° 17'24" East parallel to the South line of Lots 31 and 32 Riverside interurban Tracts a distance of 774.3$ feet to the Westerly margin of Primary State Highway No. I. 5 40 REQ'D GROUNDING CONDUCTOR - + BTiiWN CU. STRANDED. \ Foster Interchange to South 118th Street; thence North 04 33'59" West along said Westerly margin 165.03 feet to a point • of curvature to the left; thence along said curve whose radius is 1390 feet a distance of 1554.78 feet to the West line of Lot 17, Riverside Interurban Tracts; thence South 01 West along the West line of Lots 17 and 18 Riverside G Z. PULL BOX roe UNDERGROUND IIJSTALLATION. PRECAST REINFCRCE.D • S. 7770 ,g T Interurban Tracts 64.88 feet to the Northeast corner of Lot 22, Bennett's Interurban Tracts (Unrecorded); thence South " 78h 39'00" West long the North line olf said Lot 22 a distance oft 91.98 feet to the East margin of East Marginal Way; CONCRETE: W�GALVDNIZED STEEL LID, 14 19 a �' I1 DEEP: F04 - 11Tfa . \ i thence South 04 57'5i" East along said East margin 268.62 feet to the point of beginning. J 20 OR APPROVE EQUAL. P All according to that certain survey recorded in ling County Records in Book 4 of Surveys, page 150 and containing 20 acres. 7 ASiZE4 MISCELl_ J SUS HARDWARE AND 1:111-11,45., 1:111-11,45., PARCEL 2 G ENERAL N O TES (ELECT.) I 0 A tract of land in the Southwest quarter of the Northwest quarter of Section 10, Township 23 North, Range 4 East, W.M•, in King County, Washington described as follows: From the Northwest corner of Section 10, Township 23 North, Range 4 East, M.M., in King County, Washington, running South 1, ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, OF CURRENT M4NUFACTUi;E, AIJD SHALL along the West tine of the Northwest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set at the initial BE LISTED BY THE UNDERWRITER LABORATORIES, INC. (U.L) FOR THE PURPOSE FOR WHICH j point of the land released by Ada H. Bennett to the Duwamish investment Co. on August 7, 1913; thence East at right angles i IS TO 5E USED. THE RECOMMEiJOED DILL OF MATERIALS I5 SNOWkl. along the South line of said released lands 924.51 feet to a stone monument at the intersecgion of said South line of the said released lands with the East warginal line of the Pacific Highway; thence South 13 05' East along said East marginal line of the Pacific Highway, 567.14 feet to the Point of Beginning of this tract; thence South 13 ° 05' East Z. ALL EQUIPMENT FURNISHED AND WORT. PERFORMED SHALL 5E N ACCORDANCE WITH along the East marginal line of the Pacific Highway 545 feet; thence North 76 ° 55' East perpendicular to said highway U47IONAL, STATE AND CITY ELECTRICAL CODES, ESTABLISHED SAFETY CODES,ANP OTME1: 141.55 feet, more or less, to the East boundary of the Southwest quarter of the Northwest quarter of Section 10; thence ',./ North 0 04'10.7" West along said East boundary of the Southwest quarter of the Northwest quarter of Section 10, 559.36 feet, APPLICABLE LOCAL CODES AND 0 ¢DINANCES. 1 .\\ more or less, to a line which is 545 feet from and parallel to the South boundary line of this tract; thence South 76 ° 55' j West along said line 545 feet from and parallel to the said South line 267.51 feet, more or less, to the Point of Beginning; 3, THE ELECTRICAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PLAN APPROVAL, EXCEPT that ry State Hi g y y Q portion thereof lying Westerly and Northerly of the margins of Prima hwa No. 1 as established b ARID `MALL PAY FEES REQ 6Y GOVERNMENTAL 44ENCIES HAVING JURISDICTION OVERTNEWORIC, • Judgment and Decree of Appropriation entered February 21, 1966 under King County Superior Court No. 646697, Item No. 2. 0 "Being known as a portion of Tracts 20 and 21, Bennett's Interurban Tracts, according to the unrecorded plat thereof." CONSTRUCTION NOTES (ELECT) I PARCEL 3 1. THE ELECTRICAL WOeT HEREUNDER SHALL CONSIST OF FURNISHING ALL LABOR, EQUIPMENT, I That certain portion of Goverment Lot 15, Section 10, Township 23,North Range 4 East, W.M., in King County, Washington MATEEIALS,TOOLS, TRANSPORTATION 4 6ER.VICE6 AS MAY BE REQ FOE' THE ELECTRICAL WORK described as follows: W Beginning at the Northwest corner of said Section and running thence South along the West line thereof 1168.66 feet to AS SHOWN ON DWG. C1 AND AS SPECIFIED HEREIN. ELECTRICAL WO2 SHALL INCLUDE BUT • a stone monumeng; thence East at right angles 924.51 feet to a stone monument in the East line of East Marginal Way; NOT BE LIMITED TO, THE FOILOWINC .- thence South 13 05'00" East along said East Marginal Way 1112.14 feet to the True Poing of Beginning; thence continuing /A South 13,05401V East 612.46 feet to the East line of Government Lot 15; thence North 0 4'10.7" West 628.61 feet; thence LOCATION. TERMINATE BOTH CONDU1T510" BELOW GRADE (MIN) 4 ABANDON IN PLACE, South 76 ° 55'00" West 141.55 feet to the True Point of Beginning; EXCEPT that portion of the above described 8. INTERCEPT EXISTING 1 "COMM /ALARM CONDUIT AND INSTALL RILL BOX BELOW GRADE Al' LOCATION m property which lies North of the South line of the North 50 feet of said " Government Lot 15; 4, DISCONNECT POWER 4 COMMUNICATIONSLARM CONDUITS AT EXISTING VAULT COACH SHOWN, INSTALL NEW 1 CONDUIT BELOW GRADE, ROUTED TO New VAULT COACH LOCATION AS • condemned SHOWU. PULL IN NEW 25 PQ CABLE FROM OPERATIONS BUILDING,, TO VAULT COACH AND i t AND EXCEPT that portion thereof condemned by the State of Washington for highway Du /LO NG _ ._ Court No. 646936. 9 Y purposes under King County Superior CONNECT AS REQUIRED. 3 ' • v ' ` PARCEL 4�y C, INTERCEPT EXISTING, Z' 1' GROUND, I" PVC CONDUIT AND INSTALL PULL PIO)F ATAPPROX. ('li � ` LOCATION SHOWN ON ELECT. P'LAN, STUB UP NEW I'C FROM PULL BCpL TO VAULT COACH b That portion of Lot 1, Bl 1, "Riverton ", a replat of part of Riverton interurban Tracts, according to the margin aka, t 1, tt�� V` ‘A SEiLVILE WE4THERNE4D, FRAM EX CKTS 40 4 42 PANELbOARD 3, IN FUEL 4 WASi{ recorded in Volume 13 of Plats, page 36, in King County, Washington, lying Easterly of the Easterly B UILDING, PULL IN NEW 2 8 ! 1 8 4ROUND CONDUGTOI�S FOR SUMP, SUM AND EX /sT.LOCiTAwof A - �Tb� v Mar re veucreaaesr 41 ev�cLZnlw�__, co y � I 9 y C 2 8 GROUND CONDUCTORS FOR. NEW VAULT COACH POWER PANEL. CONNECT �7N/T � l :'L AS REQUIRED. Z . REPAIR _ Marginal Wa �, n .. - 1 L� . D. PROVIDE GUILDING FRAME GROUNDIAIG A5 SHOWN ON EAST ELEVATION. la - F.a ___._ - A 1 CODE 4NGLY5 i5 `` N± __ � � co !, t1oRE55 = /2/00 E. NJGe6 /.�/�L WY S / SEd. Wo. 98/8 " 2 /,E c 3 r, � E=1 . k . NO CHANGES IN THE WORK SHALL 6E MADE WIT1aUT WRIT'r 1 PERMIION OF THE ' MUNICIPALIT • _ . OPR4T/ONS 431(29, �;�t RECEVE! "r 3. IN ORDER TO PROVIDE UTERRUEt7 DAILY SEVIE OF THE VAULT COACH TuE CONACT OCCUPGNCr = Fe CITY OFT + SHALL COORDINATE WORT WITH TIlE EIJGINEER, ALL ELECTRICAL AND ALARM SERA/ICE Cli CoNSTRUC:T /ON= TYPE a?Nc7N-COM8 /5 SHALL COORDI AND FINAL SERVICE TRANSFER MALL BE PERFORMED WITHIN THE SAME il 4, /t 14/4'7 Bcc� /UN ?REPO /.e F,4C. APR 2 4 2002 WORKING DAY. N 0 OCCUPANCY = E¢ ¢, WORK 1J CONSIDERED COMPLETE UPON SATI5FAC.TORZY DEMONSTRATION OP INSTALLATION CONSrR ,t /OrV = TYPF I PERMIT CENTER BY THE CONTRAC.TO , TO THE MUNICIPALITY. ALL pEFICIENCIES OR UNSATISFACTORY WORT. t i I 5. , - e/E e W4$,A/ BL • AND OPERATION OF THE EQUIPMENT AS DETERMINED EN THE MUNICIPALITY SHALT. BE OCGUPdNCy = F/ CORRECTED BY THE CONTRACTOR IN A SATISFACTORY MANNER AT N►S OW1J EXPENSE. V I G I N I T `f:.:� - I.O C A T I O N MAPS CONST,elK'T /ON = Tr ZP NON GQM5Ci5T NO SCALE 1.10533 r 46 W. 4 D aucwaO: -i� oATE if9.dy /98 � " ° °` "� " ; `� -. _ __.E.Z.W.C. %►� ME TRO • �, "A". SCALE: Mn Etrldpllty OAF Metltvpoltan Seattle r $: 05 5O4 "�'�S CONSTRUCTED" y '{ + S.D.. {/CUT COACH REOGpT /O/�/ A R DATE, O , BROW AP 1 1 1983 61 1E A Z 45 NOj80 FILE: 82E¢¢ DAT ‘ so / v� ec /sts 4' 4-0 (/ /c�/v�r /'OC4r /O/V ,414"s DRAWN 1 .ES NO. REVISION DT DATE C, �s A . / TO 0 G1�6.5 .4NO A/07 .—. . /� / ../L-.__ _ _ SHEET I Of 2 i W ii. • I ' I I r 1 I I I I'I'I i. i. 1 i ill14,ii i' ' I i ! I I f i . I • 0 Inch 1/16 I 2 3 4 5 6 `' y - $,irrri'eOTT w • v , . ,s ■ «. S t '61 I U: � _- L _ _..__ 0 1111111111 1 11111111111111111 1 1 11111 111111 1 1111 i1 1111 11I11III1II ►111IIi1II111 IIIIIIIIiIIIiIIIIIIIIIIIIiiiiliiiiliiii11111liiii11iiil1111111111l11l , RUCTURAL NOTES: L ENGTH OF UNIT N --- a o 'il 1 • DESIGN INFORMATION AND UVE LOADS USED: '" r... ' " U .- A. Use the 1997 Uniform Building Code z = o B. Unit Dead Load 35 PSF D.L Q C,7 '� C. Roof Load 30 PSF L.L. ■ C c w a .G • D. Floor Load 50 PSF L.L Q, EcT3 1 E. Wind Load 90 Mph Exposure B - W . ° j " ° F. Seismic Load Zone 3 — _._ _ G. Design Soil Bearing 1,500 PSF (Provided by Others) • �' — 'q . —ce 2. CONCRETE: . W N c s 6 1 TYPICAL UNIT " m ` o o Q ° A. Strength Used 2,000 PSI SUPPORT BEAMS M 3. MASONRY: I Q, 0 Q a 6 A. Masonry Un its Co 3 1, Y ASTM C -90, Grade N, Fm' =1350 Psi 1 ® , tL11 i • ^ $ v • t��..11 I■1 I.1 � ■1 1nr 4. SPECIALTY ITEMS: co g S A. Standard Metal Pier shall be capable of suppoerting a min. of 3,000# B. Anchor shall be installed at the location indicated on the drawings and in accordance with the manufacturer's recomendations as g PADS & NO. REQUIRED PER TABLE A — SEE DETAIL Al & A2 /SD1 1'_6" • • approved by the Manufacturer Housing Institute. If installed per SPACED EQUALLY ITYP) recommendations the anchor has a minimun allowable holding ANCHOR HOLD — DOWNS, SEE DETAIL 81 & B2 /SD1, SPACED EQUALLY BETWEEN CO 1�,�V ;i N C CORNERS GAVE ( (/) force of 4,700 pounds. 5. Soil under footings to be undisturbed native materials or structural fill compacted to V) o 95X of the Proctor density per ASTM D -698. Li.l z o 01 6. Slope finished grade away from structure at 2X, minimum, for a distance , N not less than to feet. SINGLEWIDE MODULAR FOUNDATION PLAN ..- - �-; NS i : c W W N.T.S. ,,. v 7. Structure to be leveled nod modules fully supported prior to installation of the hold— downs. -�-•� r. _j (� (� Modular units, with outriggers extending past transport rail in excess of 30 inches RVED ECEI Q! V— Lt.. shall be supported along the perimeter at not more than 8' ". Shim and block as CITY EC OF VED A I Q necessary to interface piers with floor members. o 8. Provide under floor ventilation of a net area of not less than APR 4 Z 0 0 C i" one (1) per 150 square feet of floor area. cover vent MODULE RAN. PIER/PAD SPACING 1 W � square foot J _ openings with corrosion resistant mesh not less than 1/4" nor more INSTALL PIER /PADS UNDER CHASSIS, SPACED EQUALLY BETWEEN CORNER PIERS PERMIT CENTER D than 1/2' in any dimension.Openings shall be as close to INSTALL HOLD- DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS CO f c o D -DOWNS corners as possible and shall provide cross — ventilation. The required area 0 (n z shall be distributed nearly equally along the length of the soli BEARING (1.500 psf� LENGTIi OF UNIT PADS &PIERS _pO HOLp M " g o builin on WN ANCHORS p w c N 9 pposing sides. EACH SUPPORT RAIL EA.SIDE EA.END 0 5 b 9. Provide proper clearance between wood joists and exposed ground 24' -0" 6 2 2 Ir.. in accordance with Uniform Building Code requirements. Wood 30 —0" ' 3 2 ._ O cv exposed to ground or closer than required clearance shall be 0 32' -0" 7 3 2 Q O o • pressure treated for resistance to decay. 40'-0' 9 4 2 Q_ cv 1 O. Access to underfloor • area shat be provided per the Uniform Building Code. 42 ' -0 " 9 4 2 z 11. Space hold — down anchor at corners in the first 3' -0' and nearly equally 44' 10 4 2 0 along the balance of the distance in accordance to the table. PR o •\ CGG,� pll�Fs� / � '' REVISION : BY: l �. . I N - '�q 1 L : �: 01 / 20/02 DB . Fp e ; � � : .: ° HE 1 OF 2 7 . 23, ' �b -_� • GSA N B R1� a/ y • 19378 'L F 1 O !,,,.,,,,-,-ciisTE,,._ .,:_.,,,, i r• pIE4Pc p Q1 9UUQ --; 41, - ' - '',5'1,--, N , , c- 20600#04.1 —F10 �J 1 EXPIRES SEPTEMBER 27, 2003 I I '1 1 1 1 I I'I'l'I'I,I.1 1 !'liliiiiiiilii( iii' 1 '1 1 1_, 1 i . 0 Inch 1/16 1 2 3 d 5 I 1 6 rwrrorirwre j .....__.._. .. -_.._ _- .. ...... 5'1 Vt I;t .t i,. 1Ji 5' 2 - -_ - - L i -. 0 1 ........ *vij__%_, IIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIiiIIiIIIIIILII1IIIIIIIIIIIIIIIIIilililliiiiliIiIIliiihiiiliiiilliiiIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII -1-- I METAL STRAP OR CABLE VA H TURN G 2 BUCKLE TO APPROVED . U 2 s d • A��u' ►'� Z o o e / MODULE O SU BEAM �/ C.7 Z /v^, .. PL 2 "x4 "x6" HEM -FIR ► BOTTOM TRIM W m ts SHIM � -J Z �� . c B / CAPPED WITH NO a _ a '- B w iS i � MORE T HAN 2 - • 2x4 0 4 -0 O.C. c . t� — o , \ () GALVAN , STEE I BEAM z a Z � a � � � .. 2 "x8'x1 6' HEM-FIR, STEEL STRAP DETAIL z w N c 8 8 OR (1) -4 "x8 "X16' PER SOIL STRAP CLAMP PER SOL ANCHOR co z SKIRTING m CMU SOLID BLOCK ANCHOR MANUF. tillir 5' -60' - MATERIAL MANUFACTURER • 1111 CD BLOCK 16' CMU ` 2x4 TREATED ° ;611 / / • '; 4%q ` PLATE ;D:t:? co 3 • 4401110 w " N 1 C44407 OR ( 4 xi 6 x16 CONC. / I II / M B (2) -4 "x8 "x16" CMU / / \ �� \ / � / � �� \ \ \,\ DOUBLE OR SINGLE HELIX / . 3/8`1 REBAR \ ANCHOR AT OR • `AUGER" -TYPE HOLD DOWN- \ \ / (4) -2 "x8 "x16" CMU, ALT.PATTERN SOL ANCHOR. "11E DOWN 32" O.C. MAX. ENGINEERING, INC." OR 8' LENGTH DRIVEN INTO THE GROUND • EQUAL A 1 SOIL ANCHOR SKIRTING DETAIL ( OPTIO NA L CMU PIER v) NOTE. N.T.S. NTS. L. C O J Q o o N.T.S. 1. INSTALL ALL COMPONENTS PER SOIL 4- L ANCHOR Z PER MANUFACTURER RECOMMENDATIONS p LL Z cn 2. SUBSTITUTIONS FOR ANY COMPONENT TO BE C 0 J 0000 i— PRIOR APPROVED BY LOCAL AGENCY cr4 us C c� = O Z ) • METAL STRAP PER SOI f..0 I- P RER r ANCHOR MANUFACTU MATH TURN BUCKLE TO C Q N APPROVED ANCHOR • �' ,�, •— Z I UNIT MODULE , \ _ __ J = D • SUPPORT BEAM I ' V k =• m 1.- L i.. g o 0 CI LL : : :: ' ' UKWII A V 1 Q A li ipk U p � D "I" illin R P P, 2 4 2002 � z o (1)(1)-4 CONC. S �� _ Q Q / w Xt � w M S � nQ �� BEAM PERMIT CENTER Q_ I— N V1111v U c MANUFACTURER pPh1w- 2 CALM! 43, ss . Ap�� a 4 P.T. PER SOIL ANCHO� I . O / \ / / / / / / , \ \ \ \\ \ �\ \� � vtstor, : BY: r / \ \� /\ / \ \\�/ // �// . >\ // DOUBLE O4 SINGLE HE /\\ 12 3 2 P / �v O' " t .•''" V TYPE HOLD DOWN -SOIL ANCHOR ' LIX AUGER - ��r ' O,l �.‘ � �� `TIE DOWN ENGINEERING, INC." OR EQUAL `rFo R E G 0 N X41 - _° _ E E: : 2 OF 2 A2 PAD Sc PIER % �3, :�-, R SOIL ANCHOR \ o i .„ A IV 8 R P "' d ,p„ 19378 � N.T. M oh 1/4i:›,5;',:j c� '`'CISTEk-N)72 `��' ,.� S D • . . R 31 r,=., f cti.ol F� DEC �nn: -., ar Eer. 20600.04.1.SD1 Cr" .J • ' I EXPIRES SEPTEMBER 27. 2003 l I 'I 1 . I , l I,I'I,I,I.I., i,iiiiiiiiiiiiiiiiii ,, , I 0 Inch 1/16 1 I 2 3 4 5 6 -\XTF "Ti YrrT 1 '�..+'. ,, J. = ..o.....� .. I 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII