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HomeMy WebLinkAboutPermit MI01-159 - BAUGH TEMPORARY OFFICES - TEMPORARY OFFICE TRAILER:AUGH TEMPORARY OFFICES M101 -159 City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 000160 -0020 Address: 8123 EAST MARGINAL WY S Suite No: Location: Category: NRES Type: MISCPERM Zoning: Const Type: Gas/Elec.: Units: 000 Setbacks: North: Water: SEATTLE Wetlands: Contractor License No: Permit No: Status: Issued: Expires: MI01. -159 ISSUED 10/02/2001 03/31/2002 Occupancy: OFFICE UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: .0 Sewer: SEATTLE Slopes: Y Streams: OCCUPANT BAUGH TEMPORARY OFFICES 8123 EAST MARGINAL WY 5, TUKWILA WA 98188 OWNER BOEING PO BOX 3707 - M/S 1P -09, SEATTLE WA 98124 CONTACT HANK JACKY 8123 EAST MARGINAL WY S, TUKWILA WA 98188 4** k#******* *1* **A * *#4*****Ark *k *A * * *A *AA ** *441,44 kkk* *Ak *k *lk*h *k ** *k AA *k,A * * *kk ** Permit Description: INSTALL TEMPORARY OFFICE TRAILER ON VACANT LOT. HOOK UP POWER, SEWER AND WATER FOR TEMPORARY FACILITIES. THE TRAILER IS APPROXIMATELY 1,200 Ste Ft. *** k********** *****A *k * ** *kAkA **** * **kA#AAAk **** A* AAhh**AAkkA* * * * *AA ** * # * * * * # *A #* Construction Valuation: $ 15,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: LJM Curb Gut /Access /Sidewalk /CSS: N Fire Loop Hydrant: N No: Sizetin): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: F111: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sewer Side Sewer: Y No: S Public: ewer Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: Public: ki# #* *AAAAA*A #AAA ** *AAA **A* * #A4 *AAfkAAAkAAkAA* AAA* AA4AAAAkA *A*AAAAA *A *AAA44kAAt4A TOTAL DEVELOPMENT PERMIT FEES: $ 439.06 ** ti .4 **4*4*A** *****4 * *4*** *4 *A *4* Ask *A' Air* A* A*** 4 *4Ak4A *4448**4* ** *AA***44*AAA4A AA4 ** Phone: Phone: 206-655-4476 Permit Center Authorized Signature: Date: /e" '0'/ 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 tides not presume to give authority to violate or cancel the pro iw.iQn ar,y other state or local laws regulating construction or the perf orn nce or .. I am authorized to sign for and obtain this development p r ii i. t . Signature:___ Print Name:_ e► Ge: to ot. o .._ 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. efc§ PERMIT COORD COPY �� PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI01 -159 DATE: 9- 12.0.1 _. PROJECT NAME: BAIJGH_7EMPORAItY_OFFICES . SITE ADDRESS: 812.3EAST MARGINAL WAY SOUJH. Original Plan Submittal „`...Response to Correction Letter #, XX, Response to incomplete Letter #1 ._. Revision # _ After Permit Is Issued DEPARTMENTS: Ruilg'Division Fire Prevention ,Vitt limo 41.11 .0t Public WlA�Y.',s "x'1 Structural 141114 Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete El DUE DATE: 9-13 -01 Not Applicable El TUES /THURS ROUTI Gs Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: (ten days) Approved El Approved with Conditions REVIEWER'S INITIALS: DUE DATE 10-11:11___ Not Approved (attach comments) ❑ DATE: CO ECJION JJJ Ml. ILO : DUE DATE Approved Di Approved with Conditions ❑ Not Approved (attach comments) EJ REVIEWER'S INITIALS: DATE: WRROUTE•DOC 5/99 1 City of Tukwila Department of Community Development - Permit Cent r 6300 Southcenter Blvd, Suite 100 C/TyrIpFEivep Tukwila, WA 98188 rvov /LA (206)431 -3670 P47740- CENrta Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: 4114 o Plan Check/Permit Number: ® Response to Incomplete Letter 11___L_ ❑ Response to Correction Letter # ❑ Revision 11 - after Permit is Issued Project Name: �AUG 'T MPORARY ® FIC S Project Address: MO1 -159 Contact Person:,_ Hank Jacky Phone Number: Summary of' Revision: < 441(. Sheet Number(s): 0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on'` /�'�Jl 09/07/01 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 7, 2001 Hank Jacky Baugh Construction 8123 East Marginal Way S Tukwila, WA 98108 RE: Letter of Incomplete Application #1 Development Permit Application Number M101 -159 Baugh Temporary Offices 8123 East Marginal Way S Dear Mr. Jacky: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 31, 2001, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed. Building Division: Ken Nelsen, Plans Examiner, at (206)431 -3670, if you have any questions regarding the following: I. This is a sold insignia building and will require a lijundation system complying with the 1997 Uniform Building Code (not mobile details). The City requires that four (4) cornpiete seas of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittnl a 'Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must he mate /n person and will not he accepted through the mall or by a messenger servlc'e. If you have any questions, please contact me at the Permit Center at (206)431.3672. Sinnerely, Brenda Holt Permit Coordinator enel File: Permit File No. MI01 -I59 6300 Southcenter Boulevard, Suite /1100 • Tukwila. Washington 98188 • Phone: 206.431 -3670 • Fax: 206.431.3605 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI01 -159 __ DATE: 942- 01.�__r.,._� PROJECT NAME: BAU.GH TEMPORARY OFFICES SITE ADDRESS: 81,23 EAST MARGINAL WAY SOUTH. ._.,„Original Plan Submittal XX Response to Incomplete Letter #1 ,._,..,..Response to Correction Letter # _ Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete diEr 1 Comments: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: DUE DATE: Not Applicable ❑ • No further Review Required DATE: PA PROVALIS/BMIIR CTIQ : (ten days) DUE DATI jO.l 1A _ Approved ❑ Approved with Conditions ❑ Not Approved (attac comp rents REVIEWER'S INITIALS: DATE: C MMILQN: ' Approved ❑ Approved 1with Conditions ,‘k) REVIEWER'S INITIALS: WRROUTE.QOC 5/99 DUE DATE Not Approved (attac DATE: 1 PERMIT NO.: 1(*-- 1 VI i3UiLDINC PERMITS INSPECTIONS 0 00001 Progress Inspection Status O 1100112 Pre•eunstruction O 11011113 I n vest igal inn O 011004 OK in Occupy O 0(111(15 itemnvc Stop Work Order LJ III1N)6.,....:rollnw•up EJ (10007 I'rc•Mavc Inspection O 110050.. . WSIiC Residential : 00060 . -WA Ventllation/InJnur AOC 111)(17(►. NI.EA InspectiomModutar Slnict (1071..:..,, Altibtle lime 'Ile Duren Imp )(11172:,:,.,.:Marriage Lines 0011911::,.,,,, [towel (111(1')5..:,,,:,. Pooling Drains 111111111:,,,,,,:: Foundation rootingS 00200..,,,,:,, roundailmt Walls 1102511 .: ruimdallon Insulation 11031111 Concrcle Slab/Slab Insulation 00350 Crawl Space 111041 )(0 Shear Wall Nailing 111450,:,,,,,., Plywood Wall Sheathing 0115110,,,,,,.., Ituol'Shoaling Nailing 110523,,.,.:,,, Plywood Beck Nailing 01530.,,,,;,,. Exterior Wall Sheathing IN06181,,,.,,:, Masonry Chimney 00610„„—, Chimney Inslullutinn/AII f)pus 1117(111.: „ „„ (naming 1111750.,,::,,,, last(! /(riling In%ulnliun 01881111:,,_::,,, (`lour Insulation 0118111:,.,,:,,, Wall Insulation IN)802:,„, I Icriur Roof Insulation (1111113,:,:,,,,, (slating Inspection 001115„,„.„, Lighting and Controls 01191111„„„„, Suspended hulling 10 (N)9,.,,,,,,interior Wallboard Puslrning I) (N)1,,,,,,,,, Exterior Wallboard Paitcning 0 110.,,,,,,,, I're•Muve Inspection 0 115,,,,,,,,, Motor Inspection 0 120, „ „, „, I're•1)vnt 1) 140,,,,, „„ Pre•rurool' 0 41)1),,.,,,,,, Pluul•Pire 0 7011. „.,,., Pinal•llliiltling 0 '1011,,,. „,,,1'htal•Itertu►f 031110„—„„ Situ Vasil 04(x)0,,,,,,„. Speciul•Conerete 041)1)1,,,,.,,,, Speelal•IIu11s hi Coiwrelu 040)1 Spcciul•klum /Itcstsi CON Prange 0411)3., ..... Spcviul•Iteiml' StueI Prestress 04004.,..,.,Speviill.Wel4hig, 041105„„..„, Special•i Iigh'Slrength Mooing 041106....,,.,, Spevial•Slruclurl Masonry 041)07.,,..,,, Speciul•Iteinf (iypsoun Concrete 04008 Speciak•hisulaaiag Cone rill 141)1)') Speeial•Spray lircprooling 0.011) Special =filing, Piers, ('iiissoiis 0.1011 Speciil•Shoicrete 04012 Speciah(ir►diog, lxcav /hill 041)13 Special- Kt:mining WaII 04014 Special•I'anels 114015 Special-Smoke ConlrnI System 0 0 0 0 TENANT NAME: 3a. . CONDITIONS 111)1)1 No changes to plans unless approved by llldg Div © 111111► Special inspection required. itotil'y� t11dg Div 0 0011 Special inspector shill submit !foal signed repot c 01112 New ceiling grid & light fixture shall meet lateral bracing 0 11013 111115 Partition walls attached lo ceiling grid 0 IIII) J 0 o Readily accessible access to roof' mounted equipment Engineered truss drawings & cotes shall he n site 0 1)1116 Exposed insulation hacking material 0 (1(1IN 1)1)17 Siabgradc preparation Including dininage, V40%101011 a0V40%101011 �] Slalemenl Itoni rooting contractor verilybig lire retardant class ul'ruul` X01119 All construction In he done in rnithirtllaiscc w /approved phms u ttotk Shall he done in addition to those madilicntions:..” 1111112 :Plumbing permits shall lie oblained ttnnttgli Ding Co 0 1)112)) ..,.....:Moonlit observation shall he provided Mr This project O (11)2l .....:,, All 10((x1 preparntinn esiablishmems muss Have King Co (J (11)22 Pire olootto t brined wood sltnll have IM►uiie spread of (11123 ...,...:Not4 Building Division prior In placing any concrete ?6. 11112.1 .:..,...,, All spray applied iirepnnling slinll he special Inspeeled : 111125 . All woad to retina( In placed concrete shall he ttcaled *1126 ::,.:..:.: All slruelnnd masonry shall he special impeded 11027 .:.:.:.:,, Validity or I'entil 8021 hack stomp! requites Separate prrinll 1111114 Neelrlctll pernmS obtained through L & t 11)111 , Ni, occupancy of building until linol hasp by Illdg Div 01112 Remove all ►►reds, voncreIe, stone 111111111111111101, 11111 voncrele 01!16 Alunuliicntrets insuiltation htslructions required on Site "l)111 11111\ 111111111 allowed per 1997 WA Stale Energy Code” 11115 Contact PW Div to obtain imp Iitr wnler /sewer connect 1111)( .:, . A l'ol'l) will be required li►r This palish 11011 , Final approval lur all 1'1 is /in the Iinrils of the SC Mall 01111.1 .. „ ,, All nwchanivil wink shall he !fluter %parole permit 1111:111...,:,,,,, All vin►Uuclit►n noise in be In compliance with 8.21'M( 0041 .,..,,,Ventilation is required tiff n11 new rooms & spaces 111115 ..,. All permitni, insp records & approved plans available 1115116. „ All %Irticlnral t;i►ilcrele shall he special inspecluil "Applicant shrill ul►lain n separate plumbing permit (feat King Co” "Anchoring - All new cmistruel and suhslantlnl improvement shall be anchored In pruvenl Ilointimi” 0 1118117 All structural iveldhng shall he done by WAD() certified inspector 0 01108 All tiigh•strength luiliing shall be special inspected O 00110. Molls installed in concrete 11411111w special inspected O o(131 .,....,Comply wish requiremunls ol'TNI( 16.04 O 011.)•1 Itvumval or senile lacks require approval and compliance with King Co I leatth Dept. 0 "rlhhiii► required inspecliuns from appruptiale %valer & sewer districts” • "Purl Inirning appliances (l ",%ppionwo, whia;Ih gvnvraw....,, 0 "Wafer healer Shill be iniCIi' i d ... c "iterool” Plan Reviewer Permit Tech: It Dale: Dale: 1 t PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: MI01 -159 DATE: 9 -12 -01 PROJECT NAME: BAUGH. TEMPORARY ,.OFFICES SITE ADDRESS: 81231AST MARGINAL WAY SOUTH Original Plan Submittal XXResponse to Incomplete Letter #1 ., ,,,__.,Response to Correction Letter # - Revision # ___ After Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ei Comments: Incomplete ❑ DUE DATE: 9 -13-Q1 Not Applicable ❑ TUES/THURS ROUTING: Please Route EZf Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS :, __,_._ ,� _ DATE: QrT., 3.C► APPRQ /GALS OR CORRECTION: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE IQ-1 i -Q ,r Not Approved (attach comments) ❑ DATE: Q'•,� 1.0 CORRECTION IDETERMINATION: DUE DATE Approved E:1 Approved with Conditions Li Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: \PKROUTE.000 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: , .. 1.1741-151 DATE: 8 -31 -01 PROJECT NAME: Baugh Temporary ._Offices_.______s_ SITE ADDRESS: 81 23__E...Marginal_Wy_- S.__. SUITE #___...______�_____n _„__„Original Plan Submittal Response to Incomplete Letter #._____. Response to Correction Letter #� Revision # .- After Permit Is Issued AMMO" AIr.IIIIMI► DEPARTMENTS: B ild n Di ision Q Fi a Prev' ntion ❑ Planning Division 2 El4.t GI-�I"( q -p-oi Structural ❑ Permit Coordinator Et Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ej Comments: Incomplete DUE DATE: 9-4-01 Not Applicable ❑ L4 4"J.,.0 .'.r. TUES /THURS ' OUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR, C4 RK ECTIONS: (4 weeks) Approved Ei DUE DATE_ 10 -2 -0 L_ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION MEMI : Approved E Approved with Conditions j REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) Ej DATE: W.ROUTE.DOC 5199 • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: Millo011er MIDI- I59 DATE: 8- 3.1 -0.1 PROJECT NAME: _Baugh Tem Orar Offices SITE ADDRESS: _._._8123 E._MarginaLWy_ S SUITE # ,_,_Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # _Revision # After Permit Is Issued DEPARTMENTa: Building Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ Q, ,TERMINATION QF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: DUE DATE:___49.:4:111_. Not Applicable EJ TUES/THURS R • UTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ w(� '` +JIB lk�i7 um-ie�'w 16: 1.1“4•1 �. (Nei- w4Nl�) n n t�.wl. REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS; (4 weeks) DUE DA'TL;f. -2 -Q1 Approved El Approved with onditlons ❑ Not Approved (att ch mments) REVIEWER'S INITIALS: DATE: 41 CORRECTION O ; Approved El Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) ❑ DATE: VIROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: �15� DATE: 8- 31 -01_�. .. PROJECT NAME: Bau h Tim 0rar offices SITE ADDRESS: _.______ ,MS,3�E_Marginal Wy S _ -_ - -. SUITE # _,,,Original Plan Submittal ,__,response to incomplete Letter # ,�,_,,,,, , Response to Correction Letter # # After Permit Is Issued pEPARTM §NTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PETERMI ATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: , Incomplete AMEN DUE DATE: 9 -4 -01 Not Applicable ❑ TUES/THURS ROUTING: Please Route ❑ Structural Review Required El No further Review Required REVIEWER'S INITIALS: DATE: APPRO__ VALS OR CORREC IONS: (4 weeks) DUE DATI; 10 -2 -01 Approved ❑ Approved with Conditions LIST Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: c.aggloginLammijmnpA Approved 1 DUE DATE Approved with Conditions E Not Approved (attach comments) REVIEWER'S INITIALS: DATE: U'RROUTE.DOC SM4 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI01- 159... _ . DATE: 8- 31 -01.. PROJECT NAME: _ BAUGH TEMPORARY TRAILER_ . �,_R..._..TM...... SITE ADDRESS: 8123 EAST MARGINAL WY S _X_, Original Plan Submittal _Response to Incomplete Letter #� Response to Correction Letter #___,_-, Revision # After Permit Is Issued DEPA TMENTS: Building Division ❑ Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ,, Incomplete Ei Comments: DUE DATE: 14-01 Not Applicable El TUES/THURS ROUTING: Please Route El Structural Review Required REVIEWER'S INITIALS: No further Review Required `' DATE: 4/0 APPALS OR CORRECTIONS: Approved ❑ DUE DATE: 10 -2 -01 Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved EJ Approved with Conditions E Not Approved (attach comments) El REVIEWER'S INITIALS: DATE: WRROUTU.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI01 -159.. DATE: 831 -01 PROJECT NAME: BAUGH TEMPORARY TRAILER SITE ADDRESS: 81.23 EASY_MARG.INALIWY__5._.,_.___ Original Plan Submittal __Response to Incomplete Letter ,..,_Response to Correction Letter #_ Revision # After Permit is Issued DIPA . TMENTS: Building Division Public Works Fire Prevention Structural Planning Division El Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Incomplete DUE DATE:a� " .._., Not Applicable ❑ TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required ❑ DATE: G 4 t C) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DUE DATE:, 10.2721_ Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE; CO C O N O : DUE DATE Approved ❑ Approved with Conditions Ej Not Approved (attach comments) REVIEWER'S INITIALS: DATE: WRROUTE.DOC 5/99 CITY OF ' ►KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3620 •R STAIF USF ONIY Project Number: Permit Number: Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: ro . vt • T.c..rnn . Or Co4c Ock +.t. S Description of work to be done (please be specific): xr13417.11 kt' • • tee.. �n.:4 \tr.S of VG, Le.^ l Ok• • kO 1l. v i z tpo v � k r' / 3 �,.v►J"t P, tAra t k wr► .r' OP T c . : 1 1 : The f r4er well b4. rte► vtg.k 1 I'0 m..o 4 P. PP � Value of Construction: 'Sr /5. a to 0 171-7m Ground Tanks Antennas/Satellite Dishes L_1 Bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured 1= tousing•Replacement only ❑ Parkin; Lots ❑ Retalnln; Walls 1. Tem inra Facilities Tree Cutlit, Site Address : 13.$ � . Q.Gt1 nL.. 1n/A"i 1'__ City State/Zip: W Pe' `��10$ Tax Parce Number: 1 ": 451"..- Wy7le Property Owner: eco s/ & !A t:.. O #4 P A N `)I City State/Zip: .SSA 4JA a$i Lkf Phone: (Zz ) 7'1 s' Fax 11: ( ) 2•:+9.„M- Street Address: PO aOX 31 01 Contractor: a A A (.4) el tut (Ai a✓r Phone: ('•+)fp) 11.1. - �'t7Vv Street Addre s; vo ': r P t Sou S ��. its State/Zip: Fax #: (WO ) 3 Z!'" cf L3s'' Architect: 14/t4 rt r 6 v6/116o2e6e/V "AN L Phone: (3 O) (A ..slef 0 Street'Address: Cit State/Zip: Fax #: Engineer: Phone: ( ) Street Address: City State/Zip: Fax #: ( ) Phone: (L) G ?4 '1 `r 7(. Co act ersco': le ■ , . s A AA t : . irk CAIBS MAI'l i 0 "Ni Street Address: - At / w `` I 1^/ Y "�1AIC(MIL/4 Ci y State/Zip: � X8.03 Fax #: (pp4,) t•,�4- -V537 MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE UESTEDt (TO RE FILLED OUT RV APPLICANT) Description of work to be done (please be specific): xr13417.11 kt' • • tee.. �n.:4 \tr.S of VG, Le.^ l Ok• • kO 1l. v i z tpo v � k r' / 3 �,.v►J"t P, tAra t k wr► .r' OP T c . : 1 1 : The f r4er well b4. rte► vtg.k 1 I'0 m..o 4 P. PP � Will there be storage of flammable/combustible hazardous material in the buildingt ❑ yes A n o Attach fist of materials and store c location on se sarnte 8 1/2 X 11 . a ser Indicatin uantltles & Material Sa(et Dahl Sheets 171-7m Ground Tanks Antennas/Satellite Dishes L_1 Bulkhead /Docks Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured 1= tousing•Replacement only ❑ Parkin; Lots ❑ Retalnln; Walls 1. Tem inra Facilities Tree Cutlit, APPLICANT RE • UEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS Channellzntlon/Strlping C ❑ Flood Control Zone ❑ Landscape irrigation ❑ Storni Drainage ❑ Water Meter /Exempt M ❑ Water Meter /Permanent N ❑ Water Meter Temp # ❑ Miscellaneous urb cuVAccess/Sitlewalk Fire loop /Hydrant (main 10 vaultli : Slze(s): ❑ Land Altering: 0 Cut ,cubic yards 0 Fill _cubic yards 0 sq. fl.grading/clearing ,Sanitary Side Sewer 0: _ ❑ Sewer Main Extension 75 Private 0 Public Street Use ra Water Main Extension .'.Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s): Est, quantity: gal Schedule: Moving Oversized Load/I laullna MONTHLY SERVICE BILLINCS TO: w Name; .A,FMC, a • Address; �Z� t'yiAI At p W City/State/Zip; 1 ": 451"..- Wy7le LA- W ik, lit 108 ...G 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT/REFUND BILLING: Name; N Phone: Address: City /Slate /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 lime for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined In Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 9/9/99 ndswpnli.doc R-3l Date application expires: � 3 -/ -V/j 2 Applicatiop taken by: (initials) Al L MISCELLANEOUS P T APPLICATIONS MUST BE SUBMI WITH THE TO LOWING: > AtErAWitICASIMIL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED D ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER > CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) in SUBMIT APPI I( AtIUN AND REQUIRED ( IIF( KIISIS FOR PERMIT REVIEW Submit checklist No: M -9 Above Ground Tanks /Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 0 Antennas /Satellite Dishes Submit checklist No: M -1 ❑ Bulkhead /Dock Submit checklist No: M -10 cl Commercial Reroof Submit checklist No: M -6 O Demolition Submit checklist No: M -3 ❑ Fences - Over 6 feet in Height Submit checklist No: M -9 in Land Altering/Grading/Preloads Submit checklist No: M -2 ❑ Miscellaneous Ptilbiic Works Permits Submit checklist No: 11-9 © ❑ Manufactured Housing (RED INSIGNIA ONLY) Moving Oversized Load /Hauling == t4,:, . • ,.s Parking Lots ' 1 : Submit checklist No: M -5 Submit checklist No: M -5 Submit checklist No: M-4 ❑ Retaining Walls - Over 4 feet In height Submit checklist No: M -1 ❑ Temporary Facilities Submit checklist No: M -7 ❑ Tree. Cutting Submit checklist No: M -2 ❑ Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H-4, "Affidavit in Lieu of Contractor Registration ". Building Owner/Authorized Agent If the applicant Is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter tram the; propert y owner authorizing the agent to submit this permit appand ',cation aobtaln fire permit will biz requlrod as part of this sulsrnittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO RE TRUE UNDER PENALTY OF PER JURY BY THE LAWS OF THE STATE. OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. 'WILDING 0 R OR 17417L E D AGENT: Aat.e; Signatures ra �. M. r:. t . w�..� Print Hama; t, d 040 Phone: U.) 43r., ..) Fax 11: IA. ) 4,1•37... AdcIL(1 do4 C•horials, l Neil.. W k*/ ;City /State/Zip: -t._ _ _ q T I OX 9/9/99 nawcentdac CITY OF TUKWILA Addt4ess: 8123 EAST MARGINAL WY S Permit No: MI01-159 Suite: Tenant Status: ISSUED Type: MISCPERM Applied: 09/06/2001 Parcel it: 000160- 0020 Issued: 10/02/2001 • 1;**`-k A,• k• kA***• k*** kA***' k****A A-** A**. A• k* 4** k* k** kkA ** ****•AA **kk * * *AA*kk *kkk * * *k•k Permit Conditions: 1. No changes w%11 be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2 All construction to ; be done in °conformance with approved plans and requireme,lts of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington'.' State Energy Code (1997 Edition). Plumbing permits shall' •' be obtained through the Seattle -King County Department 4o f °Pub 1 1c. Health. Plumbing wi l l be inspected ?by that agency, including all gas piping (296 - 4722).° NotOyr °the City of Tukwila Building Division prier to platting ,any concrete. This procedure is in addition to any requfiremepts for special inspection, 5. Val, i di ty x,0f Permit. The issuance of a permit or approval of ` spec i f i cat ions, and` :comput:at i ons shall not be con- 4. +ed to'bo a permit for, or an approval of, any violation' any of the provisiohs of the building code or of any . er ordinance of the jurisdiction.. No permit presuming to, e authority to:violato,or cancel the provisions of this tOde shell be valid. iocteIca1 permits shall be obtained through the Washington St` to Division of Labor and Industries and all electrical worK will be inspected by that agency (248 -6630) . There tshel l be no occupancy of the building(s) until the f irrel inspection has been completed by the Tukwila Building I n s pec tro r. 8. A11 :p'ermits, inspection records, and approved plans shall be available at the `' job site prior to the %tart of any con - strucl`on, These documents are to be maintained and avail- able Until final inspection approval is granted. CONTRACTOR SIIALL NOTIFY PUBLIC ,: WORKS UTILTIY INSPECTOR MR, GREG V1LLANUEVA @ (206)433 -079 OF COMMENCEMENT AND. COMPLETION°: OF" WORK AT LEAST ..° 24 ,3HOURy, IN ADVANCE, hereby certify that 1 hive :'ree. these aofd i t i ons 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 his pe mit does not presume to give authority to violate or canoe th p ivi ions of any other work or local laws regulating cons r uct e performance of work. Date 4* l+k * *4, *± # *4 ** r *' * +;ir * * * * * * * ** ***40404 * * * * * * * * * *4 * * * *4 * ** UKNILA NA Reprinteds 10/02/01 11112 TRANSMIT �ktA* * ** *a* * * *# * * ** till* *a * * * * ** * * *a*ailaaaaaAr# *** *44* *fit ** *4**4** AN9MI t, 14umbers RO1012115 Ariount s 439.06 10/02/01 11;11 synent Methods' CHECK Notations I %ALIOH CQNQTR CO In i t s SKB / R Y ../.IRl eI a. • • ......... i I I N e.....I R a. I.... e. . .. !. A a. . +. . eY i l la! . . f. a . . a a . c. M o t... q c l . s I Permit Not MIO1'199 Typos M1€3CP(RM MISCELLANEOUS PERMIT Parcel Not 900160 -0020 Site Addross s 8123 EAST MARGINAL WY 1 Total Fangs 439.Ob his Payment 439.06 Totel ALL Pots; 439.06 Balances .00 t # **ra*s*d *.i * k4 **4******4**** ** *** * * *4* *A ** ** * * * ** * * * ***4 * *4 roust.Codu peonription Amount 0/02 ,I00 HUILUTNQ - NOHRCB 251.20 �0Ofd 15.030 PLAN CHECK MOMS 163.3t t: t 904 SUITE QUIL UINQ $URCFIARQE 4.30 r3t4 , .400 I'M FEE °- i#HE /t3t38 20400 w's KRa.is ..Mils a. Ii s.#FwM.e Mlle .l lA of NRl swaM Mwswlaw..W�aw. ... Pan s.wnw aew ►aI >. ....mw Y1 INSPECTI ., N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98 8 INSPECTION RECORD Retain a copy with permit PERMIT NO (206)431 -3670 lJect: V „�i c Inrspec i• ' r it LE [.': t t pecla instructions: Date a . : ..m. i 0 3 01 },rrr~y Req Ph�_�� -� t�'lln Approved per applicable codes. Corrections required prior to approvitli CO ENTSI III21 fir $47. REQUI ' ED. Prior to inspection, fee must be p id at 6300 Southcenter 0I uite 100. Call to schedule reins ' ection. Receipt No; Date: Inspector. i'i N NSPE+CTIO • INSPECTION RECORD Retain a copy with permit INSPtet1ON NO CITY OF TUKWILA BUILDING DIVISION 6300 Southrenter blvd, 1100, Tukwila, WA 98188 Pittolo PtkMIt N6. (206)431 -3670 Project: ,,. Type of Inspection: A, , ress:. bate tall • : Spec a instructions ;. % R 'Date anted:. • a.m. , R u tr. P °23:q a- )9 i 40 Approved per applictablsl codes. OMMENTSt Corrections required prior to approval, pecctor: Date; 3 .A� b $47.00 REIN,XECTION FIE REQUIRED: Priaf to inspection, feekmu be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reins • ection. Date; 1 1 g 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431 -3670 w Jett: -.A "*., /AI lb * ' ddress: i► . 1 A Ty • of Insper A4. Date al •: l * on: o _ _., Specie Ins ructions: Date r :` : , : a.m., Rege .^ Pon'!,r"" -' "i, / 0 Approved per applicable codes. Corrections required prior to approval, ED $47.00 REINSPECTION REQ RED. Prior to inspection, fee must he paid at 6300 Southcenter Blvd. Suite 100. CaII to schedule reins s ection. Receipt No: Date; INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PEflMlfi No, (206)431 -3670 I — _/ / t r , , ,� Type of In tpection :ri '�r � Date , Special Instructions: _____.______jgLk*-• Date want : t,_► R ✓e. Pli e: /Clo• 14:1 RP Approved per applicable codes. COM NTS: Corrections required prior to approval. Inspect Date: $4 ' EINSPECTION f ,' ' EQUINE!). Prior to inspection, fee must = paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reins s ection. Receipt No, Date: i t . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd, #1100, Tukwila, WA 98188 Pother NO: (206)431.3670 i. + ject: ., _ .,/ ' Type of inspection: MQ t.u•st.► 4.p• k rr... am I A 4c 1 t lit Specie Instructions: W rya , 'iir Reg :. t : r: "bit .19s. 1 "I Ito S81 Approved per sppllcable codes. tgl Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Bivd., Suite 100, Call to schedule rains ' ection. 47144;474;;;1441WAvirillr0. cli -70,7,74;=c Thkwila ..";■1744.7.M. °Pr t. 1r John W. Rants, Mayor Fire Department TUKWILA FIRS IMPARTMENT FINAL APPROVAL roam oject Nam I) 4 /4 d41 /*, OF XI C11*-1 Address 3 "4/2 4 WA L. GU S Retain current inspection schedule AL Needs shift inspection Thomas P. bee, Are Chief Permit No. Ail 61- I r ei Suite Approved without correction notice 4. Approved with correction notice issued Sprinklers: Fire Alarms Hood & Duct: Halons Monitor: Pre-Fire: Permits: Authorized Signatu FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: MON 57•4404 • Fax. (20o) 57$4439 j G9 -14 -0 1 14 : I S PACIFIC C,Qt SULT I Na ENGINEERS I U =9,15646929 Pacific Consulting Engineers 2150 Bail Ave,. Suite 145 • Sacramento, CA 95838 • (916) 5646028 • Fix: (916) 564.6029 September 14, 2001 City of Tukwila, WA Attn: Ken FAX 1.206.431 -3665 RE: Pacific Mobile Structure, l nc. Tie downs for commercial coach uniu EcEi, 00114-fM T DEVELOPMENT P.91 cm Of IOWA r Ep 28 2001 AS $O1EO ._...LD DtV1�1N� Please be advised, the tie down design shown on SAC Industries ETS•126 , bearing my Washington Professional Engineer's seal and signature, is applicable to modular or commercial coach buildings designed in accordance with the 1997 UBC and affixed with the State of Washington's Gold Seal insignias. cc: Pacific Mobile Structures, Inc GEMAtem:::ilmmmimammismi APPROVED 4‘ N\101-1 Sep -11 -01 10:09A ; l(f., 1 •• 4)0 :Pk ite ,f 11 C....... °* DESIGN _LOADS: * WIND * WIND * WIND * SEISMIC ZONE: * SOIL REARING * EAI.TI1 AUGi;HS pacific mobile 3606595253 SAC INDUSTRIES TIE DOWNS ENGINEERED TIE DOWN SYSTEM GENERAL NOTES, 15psf (70 MPH EXPOSURE "C ") 25psf (85 MPH EXPOSURE "C ") 35psf (100 MPH EXPOSURE "C") 4 1000 psf NOTE; MAXIMUM SOIL PRESSURE IS 1000 psf WITHOUT A SOIL REPORT. 4750# MIN. TOTAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY * STA ®IL -X DRIVE ANCHORS-- 4750# MIN, TOTAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY * CONCRETE SLAD ANCIIORS -- 4750# MIN, TOTAL LOAO CAPACITY 3150# WORKING LOAD CAPACITY 4750# MIN, TOTAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY TIE OCWN STRAPS MEETS FEDERAL SPECIFICATION 00- S -781H FOR TYPE 1, CLASS 9, GRADE 1 STRAPPING AND BE AT LEAST 1 1/4" i< .035 ZINC PLATED, * TIE DOWN STRAPS CITY 0P TUKYvi ENG P.02 OVA £40 re. -ftk{q NECON �,\1, !,1 ‘4 II PERMIT CI NTEr 1. TIIE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND Et =OS OF THE MANUFACTURED HOME. 2, COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE U M 3. Ft +k ALL TIE DOWN INSTALLATIONS, THE MANUFACTURED HOME CHASSI ''M AIM SHOWN AS "1" BEAMS, (FOR ILLUSTRATION PURPOSE ONLY) CHASSIS C/IN ALSO BE "C' SHAPED OR "RFC" SHAPED. 4, SIDE TIE DOWNS ARE RCOUIRED ALONG THE OUTSIDE CHASSIS BEAMS,c1000 DOWNS ARE REQUIRED AT CACII END Or EACH TRANSPORTABLE SECTIONIOF MANUFACTURED HOME, j,S �1 5. DO TIE DOWNS CAN BE LOCATED WITHIN 18' OF EITHER .$!QE OF CHASSIS AXIS, AND BOLT -ON TOP CAN BE ATTACHED WITHIN 18' 10 6C" FROM gj or IOW 6. TF E SIZES, TYPES, LENGTHS, CCT. or MATERIALS SHOWN HEREON ARE MINIMUM, L/ RGER, LONGER,w HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY 01 USED AT THE SAME SPACING AND LOCATIONS SHOWN, 7, AIL PARTS ARE COATED WITH RUST RESISTANT INDUSTRIAL SHOP PRIMER" 8. TINS TIC GOWN SYSTEM MEETS THE REQUIREMENTS OF SECTION 1338.3 SUO- SI'CTION (o). STATE APPROVAL a',/� /, e& SAC INDUSTRIES, INC. 3236 -C FITZGERALD RD, RANCHO CORDOVA, CA, 95742 PH: (800) 77I -3065 V D A �; Po Ilo. S9): #p 0, a AZ 1Ns/1C1 10 tolltST10NS 11011 0 4tnfq.nl 'IP41 IV r1Y1t,P,Ifs M eppeavr 9,r emitticn it rtriow.. '1 ql finpin 'yIr ;loft 1o* Yn¢ ,r" I ,lyl,q. S'a't ' I nlilgrniv Odi1'R•rrl' /4, of Hna / "ng .•,1 C gs 'ua n•ly O.rrfp,intn• O'v SIOIu 01 KC/41S Atop SIANO4i0$ 3y DotocV :,"vno�yr -t) �- -SI'A Nt?. •.- •,I4 :.r-0 ..'12 _....._. a 17918 Ex •' cat CA PACIF :C CONSULTING ENGINEERS 2150 SELL AVE. SUITE 145 SACRAMENTO, CA. 95838 0 M' L2 i 564 -6028 L T R # - ...._..�. iltrOPri construct1on N 09/27 '01 12:32 NO.464 3 sw 03/03 16. tt v 16 X at ;.+T ;33 k r gs. I fF f`° I �I Thee pla s Works Ddp city startler omissions w adopted ,stun for the adcq have hA reN went f cot skAcccptance do not aut or ordln acy of the de n 11 tt • I 10. • • C •I♦so w II, 1ow 60/. /r NI/ this data Ira a nub t approval. 'fib f NN N•wrnwmomr. • • • w rrccnt G to errors and, v c6tlons of TharlesponsibIllty csts Itotalty with the atria to these thI cccptance rev drawings d I cction or.i_73 4 ns ca 0 CI CI x4.•■•••v 0 J411101. construction 09/27 '0'2:31 N0.464 02/03 0 0 . o tl d W els "S'* LA. NV. 4 `CoAIST %RAW W Js(* n wpap E. er. t.t...F7 A • Na- . \,sloe. Ats s%coN. • 70.../70 s &wm.F 4 Re 671100 "4:4 r vi . . t . ,00.0„„A, WWII. �.,...,.. S *t 6teurt,N u P0*1*N''Si�` u1)\ iP•bS 5.+ I a I.t4 ,, M • a E. Actt E-E W ► L L. l+ h Ate C,40 11/4) o■■■._' 4 A a MIDI -16 sawt.lb •.1 1 • Aug - 29-01 12:11P pa,' is mobile 3(" 585253 SAC IND. CONCRETE TIE DOWN ANCHORS 117000 #7001 #7002 x+4002 4111.1111111i1E+ #6003 #6005 #6004 14b02 PIER BOLT-ON !pp %1002 STEEL STRAP WITH HOLE 16005 SPLIT OUT & NUT •t'OS51S - 0 P.02 17000 7' STEEL StRAP W /OUCKLE #5004 X6003 CO) C.RE,TE. T,IE:tpOW.N U .S` ALLA`i'tOV _iNSTRUUIONS j{CW_CONCRETE_ A0004 1, PLACE CONCRETE ANCHOR INTO WET CONC4CCTE, AND ALLOW TO PROPERLY CURE 10 Of 2, ALTERNATE CONNECTION RLOUIRCS 15 ROAR PROPERLY (U CDDEO Ih CONCI S�,,,npo (� `,• •.1 . X1 4 CDHCO YA 111 jjMMTT�n 1. CONCRETE MUST OE A MINIMUM 3 1/2' THICK AND IN GOOD CON) TION: $ QQ� �•� �0 ALTERNATE 2, MINIMUM SLAO ARCA Or EACH ANCHOR IS 28 SQUARE FELT, 3. DRILL PROPER SIZE HOLE 114 SLAB, A MINIMUM Or 12" 'RUM ANIY 14IUL PtS 4, EXPANSION DOLT IS 5 /8" s 3 1/2" WITH MINIMUM 2 3/4" EMOCOMEP.T APIf3 0,180 POUND PULL OUT, 7,100 POUND SHEAR, Sr' 2 DivisIoN AI C11000NNQQQ 1, ATTACH STRAPS TO CHASSIS OCAM IN MANNER SHOWN, 2. it ANGLE Or SIDE STRAP IS GREATER THAN G0', STRAP CONNECTION CAN OL MADE fROM ANCHOR TO OPPOSITE CHASSIS OCAM, 3 INSERT SCRAP THROUGH SPLIT DOLT: CUT orr EXCESS STRAP AND TIGHTEN 00Lr UNTIL STRAP IS SNUG, ,N,Qflj SIDE TIE DOWNS ARE REQUIRED ALONG THC OUTSIDE CHASSIS SEAMS END TIE DOWNS ARE REQUIRED AT EACH END Of EACH TRANSPORTABLE SECTION OF THE MANUFACTURCA HOME, JUNE: A COMOINATION OF DIFrCRENT TYPC5 OF TIE DOWNS CAN DE USED, SIDE VIEW UFIe.QHA;IS SEE GENERAL NOTE N3 GRILL 0/10" HOLE AT UI0 HEIGHT OF DEA14 AND INSTALL �. *° 1/2' A307 DOLT ,�� tl (TYPICAL):\ o INk i a w s SIDE VIEW SEE GENERAL NOTE #3 r G 11.1 - %141r CCUTEJI ti :1 ti / . /� 1 / , \ /// it I / /�� �; // 1� t, 1, SIDE VIEW END VIEW FNp TIE DAWN NQTE; END TIE DOWNS CAN UE LOCATED WITHIN $B" OF EITHER SIDE OF CHASSIS HAM AXIS, CONTRACTORS CERTIFICATION I CERTIFY THAT I HAVE INSTALLED THE SAC IND.. INC. ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS 'ro THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE . COMPANY NAME: CONTRACTORS LIC.y (E. 1g File: MIO1i5 35mm Drawing# 'MARK VISSIMMIVIRIVIS WOOD SHIMS DETAIL Scale: 3/8" = 1' -0" Ow- II I' 111 ■ WOOD 5HIMS 'x8'x24' CMU BLOCK 4 "x24'x24' CONCRETE PAD OR (2) 4 "x8 "x24' CONCRETE PADS TIE DOYW ANCOR PER SOIL REQUIREMENTS DETAIL Scale: 3/8' = I' -0" DETAIL Scale: 3/8" = I' -0" REVISION • Date CUSTOMER SUBMITTAL 8/71/01 1/2' DIA. BOLT TIE DOWN ANCOR PER SOIL REQUIREMENTS b0' -0' N 'r 11 0 'a o� y M J• 0 LJ LUJ F- 1 LQJ I 1 L JJ � LJ LJ 1 LLJ 14' -O" 8' -0" WHI TLEY EVERGREEN ING. 142IQ SMOKEY POINT BLVD. MARYSVILLE, WA (48271 (360) 653 -51(40 (360) 65G -1135 FAX. E TJ L�J 14' -O" F- 7 Lul L■1 F- T LPJ Lr 1 J LUJ 8' -0" 8' -0" r-rlo LJ� r�1 L J8 L ,J I 1 LUJ 14' -0" L■1 8'-O" LJ FOUNDATION PLAN FL" 1 J r_Th7 LLD LJ 14' -0" 8' -0" Scale: I/8" - I' -0" DESIGN PLAN, MODELS LJ r PACIFIC MOBILE JOB NAME 5 PLEX GLEAR SPAN FOUNDATION PLAN SHEET TITLE IS DRAWING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF VWITLE ( EVERGREEN INC. LJ FRONT 0101-II9 0 ri PROVIDE (20) 1/2 BOLTS FRONT 0101 -120 FRONT 0101 -121 FRONT 0101 -122 CITY Of TUKWILA APPROVED SEP28 2001 AS ► OfEU F>��� �►Ut�ra�i OIOI -123 M1O1i59 Sili STD PLAN NO: CUSTChfR APPROVAL: ■ APPROVAL DATE: ____e DATE: 8/20/01 DRAIN B1': ,AMR FILE: 3532 -5-0 F ;'EC's_: yt_ D CITY OF TUKWILA PERMIT CENTER JOB NET: 532 5.1 SHT. 1III1I11 0 INCH CHINA 'I'Il1II111111111I'I!�. 1111111 1 , 111111111 sI Vl CI. Zl 1111111111111111 111111111111111111111111111111111 11111'1' 1111'II'I''I'I'' 11''111'11 11 • 1111111111IIII11111111I11 .11111111f 111111 5 6 ti £ Z. l X30 1 111 1IIIhII11111111111111111111111111 1111111111111111111 OF AXLE LOCATIONS (REMOVABLE) 4 A 17' -4' m rn 'a O V m m 2' -8" . 2' -8' 2' -8' O 4 0 rV 34' -8' 0 0 4 0 0 4 O b0' -0" TRAILER FRAME PLAN Scale: 3/Ib" = I' -0` DESIGN PLAN, MODELS TRAILER FRAME MATERIAL SCHEDULE A. HITCH: CLASS 4 A -FRAME 2 5/16" COUPLER MODEL 14OOHD BY VENTURE MFG: GO., II,000# DEMOUNTABLE ELEVATING SCREW JACK DRAW BAR, 10" X 4" X 8' WF 10 #/FT. I -BEAM B. HEAD/TAIL BOARD: 12" X 4" X II' -q" WF 14#/FT I -BEAM G. MAIN RAIL: 12' X 4" X 60' -I" WF 14$/FT. I -BEAM D. CR055 MEMBER: 10" X 6' -3 3/8" X 13 GA. BY ZIEMAN E. OUT RIGGER: IO" X 2' -8" X 13 GA. BY ZIEMAN F. ELECTRIC BRAKES G. EGUALIZING MULTIPLE AXLES (SPRING RATING MUST COMPENSATE FOR DIFFERENCE IN INEIGHT FROM RIGHT TO LEFT SIDE, NO UNDERLSULNG AXLES) DEMOUNTABLE TGUNGE CfTY OF TUKWA APPROVED SEP282001 AS HO UUU Mioiisff CITY OF TUjVILA PERMIT CENTER MARK REVISION Date 0 CUSTOMER SUBMITTAL 8/2VoI Y^IHI TLEY EVERGREEN INC. 142Iq SMOKEY POINT BLVD. MARYSVILLE, WA G827I (360) 653 -5790 (360) 659 -7735 FAX. PACIFIC MOBILE JOB NAME 5 FLEX GLEAR SPAN TRAILER FRAME PLAN SHEET TITLE IS DRAWING CANNOT BE REPRODUCED HTHOUT TFE WRITTEN CONSEKT OF WHTLEY EVERGREEN I.. • STD PLAN WI 0U5Ta R APPROVAL: `APPROVAL DATE: s DATE: 8/20/01 GRAM BY: JMR FILE: 3532-5-0 l joB rd3532 5.0 SHT. IIIIIIIillli 0 INCH CHINA 1 1 1 1 1 11 1 11 1L11I 1 1 1`11 I LII I I I III 11 1 2 ^Ip 3 r:: , :.. , r. 4, 5 6 5l VI. CI. zJ. 14 ,off` 6;; $ 4 9 b.. C z 30 HM11111111'11111111111111111111111111 111111111111111111111111111111111111111111111111 I11111111 1111111111111111111111111111111111111111111111111 OF 1 MARK REVISION Date a CUSTOMER 5113MITTAL 8/2'1/01 1/2" LAV I 1/2" 1/ 11 1/2" 1/2" HC 2.5 1/2" LAV I 1/2" WG 2.5 1/2" GAPPED TEE FITTING FOR FIXTURE EXPANSION TANK 3/4" P.O.G. (20A HEAT TRACE) PRESSURE d WATER SUPPLY TEMPERATURE RELIEF VALVE PIPE TO EXTERIOR OF BLDG ON SITE (NBNU 3" G.O. DRAINMASTENENT WHITLEY EVERGREEN ING. 1421q SMOKEY POINT BLVD. MARYSVILLE, WA 18271 (360) 653 -5-Ig0 (360) 65q -1135 FAX. 4' 111111111 0 INCH CHINA II IIII 1 PACIFIC MOBILE JOB NAME 5 PLEX CLEAR SPAN PLUMBING LAYOUT SHEET TITLE THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WWITLEY EVERGREEN INC. 3" P.O.G. MIO( 159 STD PLAN NO: CU5TC R APPROVAL: APPROVAL. DATE: CITY Of TUKYALA APPROVED SEP 28 2001 �.S OLD �1 i_Di�1 a DM RECEIVED CITY OF TUKWILA PERMIT CENTER DATE 8/20 /OI DRAWN BY: JMR FILE: 3532 -4 -0 I jos Nc3532 4.0 SHT. OF 111�111111111111111111LI�. 1IliIIIiI�Iilll�llllli1111111III11111I1111111IIIi11 li 2 =� 3 -4: 5 6 SL• VI: £I 8, ,; Z L _w�_ s hip � b� � £ 0 1111111111111111111111111111111111111111111I111111111111 111111111111111,1111111111 11111i 111' 1111111111111111111111iiiI11111111111111111111111111111 FIXTURE UNIT GALGS 46..60 ps1 60 MAX DEVELOPED LENGTH WATER SUPPLY DRAIN/WASTE/VENT QTY. DESCRIPTION EACH TOTAL QTY. DESCRIPTION EACH TOTAL 2 WATER CLOSET (1.6 TANK) 25 5 2 NUTTER CLOSET (Ib TANK) 4 B 2 LAVATORY I 2 2 LAVATORY 1 2 USE 3/4" METER -3/4' BLDG SUPPLY TOTAL 1 USE 3" MAIN TOTAL 10 WHITLEY EVERGREEN ING. 1421q SMOKEY POINT BLVD. MARYSVILLE, WA 18271 (360) 653 -5-Ig0 (360) 65q -1135 FAX. 4' 111111111 0 INCH CHINA II IIII 1 PACIFIC MOBILE JOB NAME 5 PLEX CLEAR SPAN PLUMBING LAYOUT SHEET TITLE THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WWITLEY EVERGREEN INC. 3" P.O.G. MIO( 159 STD PLAN NO: CU5TC R APPROVAL: APPROVAL. DATE: CITY Of TUKYALA APPROVED SEP 28 2001 �.S OLD �1 i_Di�1 a DM RECEIVED CITY OF TUKWILA PERMIT CENTER DATE 8/20 /OI DRAWN BY: JMR FILE: 3532 -4 -0 I jos Nc3532 4.0 SHT. OF 111�111111111111111111LI�. 1IliIIIiI�Iilll�llllli1111111III11111I1111111IIIi11 li 2 =� 3 -4: 5 6 SL• VI: £I 8, ,; Z L _w�_ s hip � b� � £ 0 1111111111111111111111111111111111111111111I111111111111 111111111111111,1111111111 11111i 111' 1111111111111111111111iiiI11111111111111111111111111111 0 12 1.25 (MIN) emommi LEFT L- FLUSH MOUNT J -BOX W/ WEATHER PROF COVER FOR SIGN LITE EACH EXTERIOR DOOR RESTROOM EXHAUST FAN IX8 SMART TRIM FASCIA 1X4 SMART TRIM DOORS WINDOWS, CORNERS M/L BOARD INSTALLED illAT SITE LP SIDING W/ GROOVES 8 "0.C. -4x9 12 .25 (MIN) 0 Imi 0 0 MARK TOP OF RIGHT EXHAUST FAN 3' -O' 20 I/2" 24' a r 2' -0" WAINSCOT"— 3'-6" 6" VINYL BASE 4' -6" 1/16 "x 4" BASE TRIM HELD DOWN 1/2' c = c = c = c = 30 "x3" SCREENED VENT IN RIM RAFTER (20) PLACES = 1 1 c = 1 _ c = FRONT WEATHER PROOF ELECTRICAL PANEL c c = 0 0 c = c = 0 c c c = f 0 c G = 0 0 EXTERIOR ELEVATIONS Scale: 1/8" = 1' -0" 4'-O' 24" MIN WAI NSGO NOTE: 48" MIN CLEAR IN FRONT OF WATER CLOSET TYP. RESTROOM ELEVATION Scale: 1/4' = 1' -0" REVISION Date 0 CUSTOMER SUBMITTAL 8/21/01 WHI TLEY EVERGREEN INC. 14219 SMOKEY POINT BLVD. MARYSVILLE, WA 982 71 (360) 653 -5.790 (360) 659 -1 -35 FAX. REAR DE5I6N PLAN - MODEL 1 FOUNDATION VENT CALCULATION, 60'x 601 = 3600 sq In - I50 - 24 sq Ft X 144 = 3456 sg fn FOUNDATION VENTS PROVIDED: 48 VENTS AT 75 sq In EACH = 3600 sq In PAGIFIG MOBILE JOB NAME 5 PLEX CLEAR SPAN EXTERIOR ELEVATIONS SHEET TITLE THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WHITLEY EVERGREEN INC. Slit WPJFC I CITY Of TUKWILA AP PRO YD SEP 28 2001 AS lit) f ED ROOF VENT CALCULATION, 60x bo' _ 3600 sq Ft = 12 sq Ft X 144 = 1128 sY,� -� �Mf HOOD VENTS PROVIDED: 30 "x 3" x 20 VENTS = 1800 sq In VENT GALL PER RAFTER BAY, I4-1/2"x 12' -0" = 2088 sq In 300 1.OsgIn VENT NOTCHES PROVIDED, 5 "x I - "x 2 NOTCHES PER JOIST = 10 sq In MIOi!1 • CI-F`( c_JF TIJr:`�1JIL!� PERMIT CENTER STD FLAN NO: (.45TCt ER APPROVAL: `APPROVAL DATE: 1111111TH 111 111111' 111'1T�1�111I111111111111 0 INCH 1 1 .2 CHINA 1i111i11�1�i 5l • bl EL Zl 14 0l` .6 ._, . 8 ..:.. 1111 IIII 1111111111111111111111111111111111111111i111111111111111111i111 I11111111111i1 11111111111111y1111 11111111111 5 6 b` C Z •L who niiliiiiluidiuihiuliiiiliii1i1u1liiiiliiiihinliiii DATE: 8/20 /OI DRAM BY: JMR FILE: 3532 -4 -0 t J Joe X3532 4.0 ` SHT. OF ..J SUB -PANEL ELECTRICAL LOAD CALCULATIONS MOD-C LAS WATTS OR SF CODE FACTOR DE1MN0 LOAD WATTS RECEPTS: TNRU 10,000 900.00 WATTS 1.00 900.00 OVER 10,000 0.00 0.50 0.00 MOTORS: LARGEST 3,096.00 1.25 3,870.00 REMAINING 868.00 1.00 888.00 SPACE HEATING 10,000.00 1.00 10,000.00 TOTALS 14,884,00 WATTS 120/240V, IPHASE CONNECTED LOAO 62.02 AMPS 15,658.00 WATTS DEMAND LOAD 65.24 AMPS 516 -PANEL ELECTRICAL LOAD CALCULATIONS MODE LOADS WATTS OR SF CODE FACTOR DEIIAAND LOAD RECEPTS: THRU 10,000 1,620.00 WATTS 1.00 1,620.00 OVER 10,000 0.00 0.50 0.00 MOTORS: LARGEST 3,096.00 1.25 3,870.00 REMAINING 888.00 1.00 888.00 SPACE HEATING 10,000.00 1.00 10,000.00 SIGN LIGHT 1,200.00 1.00 1,200.00 TOTALS 16,804.00 WATTS 17,578.00 WATTS 120/240V, IPHASE CONNECTED LOAD 70.02 AMPS DEMMO LOAD 73.24 AMPS PANEL SCHEDULE PANEL SCHEDULE PANEL NO. 5P3 PANEL LOCATION: 120/240 VOLTS 1 PHASE 3 WIRE 125 AMPS WITH MAIN BREAKER PANEL NO. SP5 PANEL LOCATION: 120/240 VOLTS 1 PHASE 3 WIRE 125 AMPS WITH MAIN BREAKER CIR a DESCRIPTION LOAD TRIP AMPS 3 HEAT PUMP 13984 80 5 SPACE 7 9 11 ^ • • TRIP AMPS LOAD DESCRIPTION CIR CIR a DESCRIPTION 20 900 • RECEPTS (5) SPACE 2 HEAT PUMP 4 3 • n 6 8 10 12 5 LOAD AMPS 13984 80 SPACE 7 9 TRIP AMPS LOAD DESCRIPTION CIR a 20 WO RECEPTS (5) 2 ^ • 20 120 RECEPTS (4) ,� • ,� 20 1200 SIGN LIGHT ^ 11 4 6 SPACE 8 10 12 CONNECTED LOAD: 14,884.00 WATTS 62.02 AMPS DEMAND LOAD, 15,658.00 WATTS 65.24 AMPS CONNECTED LOAD: 16,80400 WATTS 70.02 AMPS DEMAND LOAD, 11,518.00 WATTS 7324 AMPS MARK REVISION Date 0 CUSTOMER SUBMITTAL S/21/01 Y"IHI TLEY EVERGREEN ING. 1421q SMOKE"( POINT BLVD. MARYSVILLE, WA g8211 (360) 653 -51g0 (360) 65q- -1735 FAX. III1111111111I 0 INCH CHINA 1 M101 -159 CA ( ( iti'� A P �Tnv SEP 28 2D41 O' ED JtLDtNG DIVISION tS :1ON C T\r OF �ul \sbIL,A PERMIT CENTER PAGIFIG MOBILE .JOB NAME 5 PLEX GLEAR SPAN PANEL\LOAD GALGULATIONS SHEET TITLE `THIS OKAYING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WHITLEY EVERGREEN INC. f STD FLAN NO: CUSTCtER APPROVAL: APPROVAL DATE: DATE: 8/20 /OI DRAwa BY: JMR FILE: 3532 -3-0 Joe NO3532-Th` 3,08 SHT. IH '' 11111TI1111111i(illlijil I11111111 ;1;1;11111111111111111 2 ' 3., 5 6 9 l b L £ I• Zl G L „” O l` ,6:. > 8 .. L 9 �,8 b" E Z L w-3 0 111111111111111111111111111111111111111111111111 111111111 111111111,1111111111111j1 II 11h11111I111111111111111111111111111111111111111111l1111111111 OF ONE LINE DIAGRAM ONE LINE DIAGRAM SERVICE ENTRANCE NOT BY WHITLEY (2) 13/0 BLK THHN/THWN-CU (1) /1/0 WHT THHN/THWN-CU (1) 14 GRN THHN /THWN -CU P - 1 120 /24-0V 200A 10 MAIN BREAKER /4 CU CND TO TRAILER FRAME AND COLD WATER P.O.C. SUB-PANEL ELECTRICAL LOAD CALCULATIONS 1100 -A SERVICE ENTRANCE NOT BY WHITLEY (2) 11 BLK THHN/THWN -CU (1) 13 WHT THHN/THWN-CU (1) 16 GRN THHN/THWN-CU P - 2,3,4,5 120/240V 125A 10 MAIN BREAKER ,b 16 CU GND TO TRAILER FRAME AND COLD WATER P.O.C. MIoiiS9 LOADS WATTS OR SF CODE FACTOR DEMND LOAD LIGHTING: INTERIOR 3528.00 WATTS 1.25 • EXTERIOR 300.00 WATTS 1.25 6 RECEPTS: T11RU 10,000 1,980.00 WATTS 1.00 OVER 10,000 0.00 0.50 MOTORS: LARGEST 3,096.00 1.25 REMAINING 1,248.00 1.00 SPACE HEATING 10,000.00 1.00 WATER HEATER 2,000.00 1.00 HEAT TRACE 1,920.00 1.00 SIGN LIGHT 1,200.00 1.00 4410.00 WATTS 125.00 WATTS 1,980.00 0.00 3,870.00 1,248.00 10,000.00 2,000.00 1,920.00 1,200.00 TOTALS 25,072.00 WATTS 120/240V, !PHASE CONNECTED LOAD 104.47 AMPS 26,753.00 WATTS DEMAD LOAD 111.47 AMPS SUB -PANEL ELECTRICAL LOAD CALCULATIONS MOD-8 LOADS WATTS OR SF C0E FACTOR • DEMAND LOAD WATTS RECEPTS: THRU 10,000 900.00 WATTS 1.00 900.00 OVER 10,000 0.00 0.50 0.00 MOTORS: LARGEST 3,096.00 1.25 3,870.00 REMAINING 888.00 1.00 888.00 SPACE HEATING 10,000.00 1.00 10,000.00 TOTALS 14,884.00 WATTS 120/240V, IPHASE CONNECTED LOAD 62.02 AMPS 15,658.00 WATTS 0EMAN0 LOAD 65.24 AMPS QTY OF TO}{ APPROVED SUB -PANEL ELECTRICAL LOAD CALCULATIONS 140-0 LOADS WATTS OR SF CODE FACTOR SEP 2 8 2001 AS VOTED G orvTs DEMAND LOA, WATTS RECEPTS: T11RU 10,000 900.00 WATTS 1.00 OVER 10,000 0.00 0.50 • 1 1 MOTORS: LARGEST 3,096.00 1.25 REMAINING 888.00 1.00 SPACE HEATING 10,000.00 1.00 900.00 0.00 3,870.00 888.00 10,000.00 TOTALS 14,884.00 WATTS 120/240V, !PHASE CONNECTED GOAD 62.02 AMPS 15,658.00 WATTS DEMAND LOAD 65.24 AIDS PANEL SGT- 1EDULE PANEL SCHEDULE PANEL NO. SP GIR PANEL LOCATION: DESCRIPTION LOAD TRIP AMPS 80 HEAT PUMP 3 5 7 LIGHTING INT (IS) LIGHTING INT (13) EXT (2) 13984 120/240 200 TRIP MPS I I LIGHTING INT (16) EXT (I) SPACE 1296 1136 1252 20 20 20 VOLTS 1 PHASE 3 WIRE AMPS WITH MAIN BREAKER LOAD 30 2000 20 900 DESCRIPTION WATER HEATER GIR CIR M N 2 RECEPTS (5) 4 PANEL N0. SP2 PANEL LOCATION: DESCRIPTION 1 HEAT PUMP 3 20 1080 RECEPTS (6) 6 5 SPACE 20 1200 SIGN LIGHT 20 504 LIGHTING INT (2) FANS (2) 20 1920 HEAT TRACE 8 10 12 7 9 I I 120/240 VOLTS 1 PHASE 3 WIRE 125 AMPS WITH MAIN BREAKER CONNECTED LOAD: 25,012.00 WATTS 104.47 AMPS DEMAND LOAD: 26,753.00 WATTS 111.47 AMPS CONNECTED LOAD: 14,884.00 WATTS 62.02 AMPS rte_ MARK LOAD DESCRIPTION CIR 11 PANEL NO. 5P3 GIR a PANEL SCHEDULE PANEL LOCATION: DESCRIPTION 900 RECEPTS (5) 2 1 HEAT PUMP SPACE 4 3 5 SPACE 8 1 10 9 12 11 DEMAND LOAD: 15,658.00 WATTS 65.24 AMPS 120/240 VOLTS 1 PHASE 3 WIRE 125 CONNECTED LOAD: 14,884.00 WATTS 62.02 AMPS AMPS WITH MAIN BREAKER LOAD DESCRIPTION CIR a 900 RECEPTS (5) 2 SPACE • 4 �FTV n,::: ir,` %,m1 ,(. 6 10 PERMIT r,l=NITE XI2 DEMAND LOAD: 15,658.00 WATTS 65.24 AMPS REVISION Date 0 CUSTOMER SUBMITTAL 8/21/01 WHITLEY EVERGREEN ING, 14219 SMOKEY POINT BLVD. MARYSVILLE, WA 98271 (360) 653 -5190 (360) 659 -1135 FAX. r PACIFIC MOBILE .NOB NAME 5 PLEX CLEAR SPAN PANEL\LOAD CALCULATIONS SHEET TITLE ` 15 DRAWING CANNOT EE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WF4TLEY EVERGREEN INC. STD RAN NO: CUSTOt R APPROVAL: `APPROVAL DATE: ■ DATE: 8/20/01 DRAM E11': FILE: 3532-3 -0 iB No3532 3.OA ` SHT. OF IIIII�.. 1I1IIIlillllllllllllllllllllllllll1111111111 ,IIIIIIII llll. ll_ III1IIIiIII1I111I1Illllllllllll O INCH CHINA 1 2 3 _. =..�q. 5 6 51 VI• £I. Zl 6: 8..:.__._� 9► b E Z O 111111111111111111M 1111111111110W 1 11111111111111111H 1111I11111111111111I1111I11111111111II1h1 i1111111i11i1iii1111ii iii111i11 1111111111i111l 9 ELECTRICAL SYMBOLS 4 LITHOPNIA 2GT -40Al2 OR EQUAL LIGHT FIXTURE WITH PRISMATIC LENSE 2 -TUBE, 12 WATTS; BALLASTS SHALL BE GBM CERTIFIED EXTERIOR LIGHT FIXTURE W/ PHOTOCELL (40N) FLUORESCENT $ LEVITON SWITCH, SINGLE POLE WITH COVER PLATE j • LEVITON 3 -WAY SWITCH, $ WITH COVER PLATE STANDARD WALL DUPLEX RE-CEP. +18" A.F.F. +44" AT OVER COUNTER LOCATIONS) ELECTRICAL DISTRIBUTION PANEL © -1-BOX FOR FUTURE SIGN LIGHT ' SINGLE POLE DISCONNECT SWITCH AT WATER HEATER HVAG SYMBOLS X SHOEMAKER 0600 TF6 24'x 24" T -BAR FILTERED RETURN AIR GRILL SHOEMAKER IO4PD 24'x 24" SUPPLY AIR DIFFUSER W/ BALANCING DAMPER AND NO LABOR COLLAR 8'm Jnn , 8 "60 FLEX DUCT x r MARK I' FIBERGL S5 DUCT BOARD SUPPLY AIR - 28"x 8' IDx 10' 20 "x 8" IDx 25', Ib'x 8' I.D. x 15' RETURN AIR GRILL: (2) 14'x 8' AT b" AFF THRU THE WALL EXHAUST FAN HEAT PUMP: SEE EQUIPMENT SCHEDULE DUCT SMOKE DETECTOR QT THERMOSTAT MOUNT AT 54' AFF, INTERCONNECT T -STATS FOR NON- 51MULTANEOUS HEATING 1 COOLING, PER ZONE REVISION Date CUSTOMER SUBMITTAL 8/2"1/0I WHI TLEY EVERGREEN INC. 142Iq SMOKEY POINT BLVD. MARYSVILLE, WA 98271 (360) 653 -5790 (360) 65q -7735 FAX. FRONT 0101 -I1q FRONT 0101 -120 FRONT 0101 -121 FROND' Of TUKWILA 0101 -12Z ovED SEP.2 8 2001 AS NO 1E.-0 FRONT OIOI -123 LISHTINS/FOIt1ER/MECH PLAN MItfl ,5' PAGIFIG MOBILE .JOB NAME 5 PLEX CLEAR SPAN • L I GHTI NG/POWE '/MEGH PLAN SHEET TITLE THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WHIILEY EVERGREEN INC., r 5112 PLAN NO: CUST(,•ER APPROVAL: `APPROVAL DATE: DATE: 8/20 /OI RECEIVED CITY OF T UK WILA . PERMIT CE NTETA • DRAM BY: JMR FILE: 3532 -3 -0 jos No3532 �1 3.0 OF �IIIIIjIIIII;IIIIIIIIIIIIII I1,IIIIIIIIIIIIIIIIII IIIlI I I 0INCH CHINA 1 2 3...:. 1IIII11IIIIIIIlIfl11111 5 9l • bl £l Zl 4,1; :r 0L. .. ;6: 1111111W 11111111111111111111IIIIIIIII I11III111 111IIIIII 8 _ L 9 v £ Z No 0 f I11111111111111111I ! H1I11II1II1111111�IIIII1111�1111IIIII�IIIIIIIII�IIIIIIill�lll11 1 1 (3) SHIPPING WALLS PER BLDG CENTER UNDER TRUSS AT LOCATIONS SHOWN 16dPHTO RIM JOIST AT 8' O.G. TYP iti11Ull(JUI(UI MARK REVISION 0 CUSTOMER SUBMITTAL Date S/21/01 l WHI TLEY EVERGREEN INC, 1421ci SMOKEY POINT BLVD. MARYSVILLE, WA 88271 (360) 653 -5-180 (360) 65q -7135 FAX. 11111111T 0 INCH CHINA 3/8 "47x 6' M BOLT ThRU BOIT° CORD GAP ►v/ 2' SO x 3/Ib" WASHER (2) PER WALL ASSY SHIPPING WALL W/ SINGLE TOP AND BOTTOM PLATE Mb' O5B SHEATHING 2X4 STUDS AT 24' O.C. '°'��nrnnur MIO1 15c? CITY Of TUMILA APPROVED S E P 2 8 2001 AS NOTED BUTI_DiNG D V15- CITY OF TU.KWILA PERMIT CENTER PACIFIC MOBILE JOB NAME 5 PLEX CLEAR SPAN SHIPPING DETAILS SHEET TITLE THIS DRAWING CANNOT SE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WHTLEY EVERGREEN INC. STD FLAN NO; CUSTG fR APPROVAL: APPROVAL DATE: i r DATE: 8/20/01 DRAWN BY: .MR FILE: 3532 -2 -2 Joe. Nd3532 2.2 ` SHT. OF IIIIIIIIIIII1.11111�1.111I�I1I 1 2 1 1i1�il1 1lillj1 111 11111 1 iiilliiiijiilliliii 5 6 91. 1/1. EL Zl 6..,.,: • 9 v. E Z !. W3o 1 1111111611111111 11111III 111111111111 1,111111111111111111 111111 IIIIIII1IIII1111111111 11111111111111111111111111111111111 GALV. SCREEN BAFFLE SHEAR NAIL PER GALLS. 2x8 RIM (2) 3/8' 0 X 3" LONG LAG BOLT EACH ANGLE L3 "x2 "x3/16" x 12" LONG STEEL ANGLE BOLTED TO RIM JOIST FOR ON SITE M/L CONNECTION END WALL DETAIL Scale, I" = I' -O" rn..�-w; 1111111111 1 3/4• (1) 5/8 0 x 2' M BOLT EACH CONNECTION (8'-0" 0i4 • 5LOTED HOLE t 2x4x12' LG, SPACED TO MISS VENT NOTCH GUTTERS ON SITE BY OTHERS 1x8 ST FASCIA LAP SIDING OVER RIM NAIL PER EDGE NAILING GALLOUT SHT 1.0-1.1 GALV Z FLASHING 1 /16'x4" LP BASE TRIM ATTACH JOISTS TO RIM W/ (3) 16d EA JOIST. ATTACH OUTER RIM W/ (3) ROWS 10d 0 24" O,G. TYP J � � STEEL GOLUMN/TRU55 DETAIL ,Scale: 1/2" - I' -O" SHIM t NAIL TO TOP PLATE 12' LONG BLOCK BASE PLATE EXTERIOR WALL - ATTACHED TO COLUMN W/ Ibd 8' O.G. STAGGERED SHIM AS NEEDED 2x8 RTF DFU NAILER ATTACHED TO TOP OF TRUSS W/ xl4x I -1/2" SGREIN AT 12" O,C. STAGGERED STEEL TRUSS SEAT, BOLT 6 "x5'xl /4' STEEL PLATE TO COLUMN YVl (2) 5/8 "0 2" COLUMN CAP M BOLTS 2X4 OVER 1/2" FILLER STRIP BOLTED TO STEEL COLUMN W/ (4) I/2 "6 -12" CARRIAGE BOLTS 2X4 OPOSITE SIDE OF COLUMN COUNTERSINK NUT ENDWALL TRUSS GONN. Scale: I" = ° I I 11 11' I I 11\1 ,1\ MSTI36 STRAP AROUND CORNER OF RIM JOIST HSS 3- 1/2'x2 - 1/2'x1/4" WALL COLUMN 5" 0 B� I/4' ENDWALL TRUSS GONN. Scale: 1" = 1'-0" A 6 "x4 "x 1/2" STEEL 1/4 PLATE COLUMN BASE (2) 1/2'0 x 9" M BOLTS FROM BOTTOM PLATE OF COLUMN THRU RIMS TO TRAILER FRAME TRAILER HEAD/TAIL BOARD ENDWALL BASE GONN. Scale: 1" = 1' -0" iN VIEW A -A Scale: I" - 1' -0" MARK REVISION Date CUSTOMER SUBMITTAL 8/21/01 I WHI TLEY EVERGREEN ING. 14219 SMOKEY POINT BLVD, MARYSVILLE, WA 98271 (360) 653 -5790 (360) 659 -7735 FAX. 12" LONG BLOCK BOLTED TO RIMS W/ (2) 5/ "x 1 -1/2" CARRIAGE BOLTS TYP DOUBLE END WALL RIM CITY Of TUKWILA ENDWALL BASE GONN UVED • Scale: I" = 1' -0" SEP 2 8 2001 VIEW B -B (-- ECEIVE f7 CITY OF TUKVVII -A Scale: I" = 1, -0„ PERMIT CCNTj=R PACIFIC MOBILE JOB NAME 5 PLEX GLEAR SPAN DETAILS SHEET TITLE THIS PRM%CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WWITLEY EVERGREEN INC., STD PLAN NO: CUSTOMER APPROVAL: ♦ APPROVAL DATE: 1 II111111111111111111111I1111111 1111111111111111111111111I1111111111111 11 W I i1 I W 11111111111 0INCH 1 CHINA 2 t 3. =,4: 5 6 51. b0• C Zl Ll 0L .6`... 8 :L 1 11111111 III 11111111111111I1111111111I 1111 1111 111111111111111 1111J1111111111111/i11111 b" • E Z L wb 0 I11111111h11111I111111111111i111I1I1111111111111111d11111 DATE: 03/01/01 DRAWN BY: JMR FILE: 3532-2-1 JOB Nd3532 2.1 SHT. OF icaonvir SP 2X8 TOP FLANGE JOIST HANGER TYP. LB28 11/(4) IOdx I -I/2" TO NAILER (2) IOdx I -1/2" TO JOISTS FILL IN INSULATION AND VAPOR BARRIER AT SITE nt HEAT WELD MEMBRANE ROOFING AT SITE I/2'x 6" WIDE PLYWOOD FILLER STRIP INSTALLED AT SITE W/ 012x I -1/2' HEX SCREWS AT 6" O.G. TO NAILER 2X8 DF02 NAILER, RIP TO FIT ATTACHED TO GIRDER W/ 014 SCREW x I I/2" UP THRU TOP FLANGE 12" 0.G. STAGGERED HOLES PROVIDED BY TRUSS MANF. (4) I6d NAILS EA. BRACE STEEL GIRDER JOIST EACH SIDE OF M/L 36" TALL AT CENTER 28" TALL AT ENDWALL5 TO ENDS OF BUILDING ENDS OF BUILDING 2 1/2" LI "xI "x1/8' A36 STEEL ANGLE BRACE, 48' LONG WITH TAB (5) PLACES 5 /6' WASHER EACH BRACE W/ 5/8" DIA, x 3" M BOLT MIL DETAIL FILL IN CEILING GRID AT SITE Scale: I" = 2X4 BLOCKING BETWEEN JOISTS FOR ROOF DIAPHAM NAILING TYP LUS28 H,nNFER -A1 - - -L TYPI R -I5 BATJ INSCILA.TIQN _ - - _WU F525 VAPOR BARRIER MARK 5HEAR NAIL PER GALLOUT SHT 1.0 EAVE DETAIL Scale: I" = I' -0" ALUMINUM DRIP RAIL OVER 1X8 SMART TRIM FASCIA MIGROLAM RIP FOR 8' SLOPE FROM CENTER TOENAIL LVL TO I6d AT 8' O.G. CONTINUE SHEAR SIDING INTO LVL SHT 1.0 REVISION • Date 0 CUSTOMER SUBMITTAL 8/27/01 s. 1 TOP PLATE W/ NAILING UP PER CALLOUT 'min.. mil NOTE: MAINTAIN MIN I" CLEAR BETWEEN INSULATION AND TOP OF JOISTS FOR VENTILATION, DO NOT BLOCK VENT NOTCHES 2x4x12 LG. SPACED TO MI55 NOTGHE VENT, AT RIM RAFTER 30 "x 3" VENT SCREENED VENT (2) PLACES EA END OF EA MOD nitittittIttitittltdittittttitthittlitq ........j -..._..j 1 1.....""*._ F.,---- - - - BCF LL -1..l BEYOND — r- - L- i y SOLID BLOCKING INT. WALLS ASSEMBLY - I/2" VINYL WRAPPED GYP BOARD - 4' TALL FRP WAINEZOTT AT WATER CLOSET - 2 X 4 STD GRADE STUDS 16" 0.G. - DOUBLE TOP PLATE, SINGLE.BOTOM PLATE - R -II UNPAGED FIBERGLASS INSULATION BATTS - I/2' VINYL WRAPPED GYP BOARD IS T ROOF /CEILING ASSEMB 1 LY - DUROLAST ROOFJIG�OVER SLIP SHEET GLA55 C., IG80 -PL LISTS J - 1/2' COX PLYWOO SHEATHING - 2X8 HF*2 RAFTERS o 16' O.G. - R -21 FIBERGLASS iINSULATION W/ I PERM MAX VAPOR B (FILL IN AT M/L OH SITE NEW) SUSPENDED 2'x 4' ACCUSTICAL CEILING GRID (PER UBC STD 27 L IER EXT. WALLS ASSEMBLY - 1/2" VINYL WRAPPED G BOARD (I PERM VAPOR BARRIER) - 7/16" 058 SHEATHING ( DIAPHRAM) - 2 X 4 STUD GRADE 5 16' 0.C.. - DOUBLE TOP PLATE; 4'-O' MIN. LAP JOINTS, SINGLE BOTOM PLATE - R -15 FIBERGLASS INSULATION BATTS - 7/16" LP SIDING GROOVES 8' O.G. FLOOR ASSEMBLY - VGT FINISH FLOORING - 5/8" Tt6 PLYWOOD 5UB- FLOOR, EXT. GRADE FOR VAPOR BARRIER MAX 1 PERM - 2x8 H.F. r2 FLOOR JOIST o 16" 0.G.(TRANSVERSE) DOUBLE RIM JOIST - R -I9 FIBERGLASS INSULATION BATTS " UNFAGED" SUPPORTED BY POLYCORD AT 24" 0.G. - MOBILE FLEX BOTTOM CLOSURE ►i r v Om— OD— Om— I111111111111111{UUUIiI(Illlll 3/8 "x10 -I/2" CARRIAGE BOLT AT EA. OUTRIGGER TO RIM JOIST (4' -0" O.GJ PROVIDE SOLID BLOCKING FOR 8'-O" EACH END OF BLDG OR EVERY OTHER JOIST BAY TYP 6 MIL. BLACK POLYETHYLENE OVERLAPPED 12' ON GROUND WHI TLEY EVERGREEN I NG. I421q SMOKEY POINT BLVD. MARYSVILLE, WA 88271 (360) 653 -5160 (360) 65q -1735 FAX. GROSS SECTION Scale: 1/2" = I' -0" DESIGN PLAN, ALL MODELS 2 1 a ,1 - 11' -9" (51 1— w x 9 CITY Of TUK! MDPRUVEO !EP 2 8 2001 its OIED .\ ItLENG on✓ *1 * r- SKIRTING NOW BY WHITLEY R1:CEIVED • - KVVILA PERMIT CENTER 1" PACIFIC MOBILE JOB NAME 5 PLEX CLEAR SPAN BULD I NG SECTION - DETAILS SHEET TITLE THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WHITLEY EVERGREEN INC. 5/N: 5TD PLAN NO: CU5TOhER APPROVAL: APPROVAL DATE: J DATE: 8/20/01 DRmi BY: JMR FILE: 3532 -2 -0 Joe N�3532 2.0 ` SHT. OF 111111111111 ITIIIIIIIIIIII!_1,1.1111 III 1111111111111111111 II 1III� )Ij;l'I'I'I'IIIIIIIIIIIIIIIIi p INCH 1 2 r 3 5 CHINA 6 ti' £ Z web 11111111111111h11111111111111111111111 III111111 III11111111111111 .111IIII11I11(111 i. 1 11 1111i Iihl! lIi111Liiiiij i111111111111111111111111111111111 MIO1WJ ROOF NAILING: 1/2' GDX PLY. (APA 24/0 SHTG,) 8d OR Ibga. x 1/16' GROWN x II/2" LEG STAPLES • b" O.G. EDGES 12" O.G. FIELD FLOOR NAILING: 5/8" APA 32/16 SHTG GLUED W/ ft-400 OR EG NAIL W/ IOd OR 8d RS. • 6" OL. EDGES, AND 12' OL. FIELD S1-I: VI6' INT. SHEATHING, NAIL W/ 8d • 6" OL. EDGES 12" O.G. FIELD, ATTACH BOTTOM PLATE TO FLOOR RIM Wllbd•8 "OL. OPTION: STARE W/ 16 GA x 7/16' CROWN x I -1/2" LEG • 6' 0L. EDGES, 12' OL. IN FIELD MARK l'-0' 60' -O" 10 T-11" 11 -7 1/2" 10, -0" 11'-0* 6' -0' f-- 1' -4" ST22 STRAP AT TOP OF RIM RAFTERS OVER MARRIAGE LINE INSTALLED AT SITE 32' -4 1/2" 101 O 0 O 6' -0" 71-0" 10' -0" REVISION Date CUSTOMER SUBMITTAL 8/21/01 WHI TLEY EVERGREEN ING. 142Ig SMOKEY POINT BLVD, MARY.SVILLE, WA g8271 (360) 653 -5180 (360) 65g -1135 FAX. FLOOR PLAN 101 -0" 71-0' Scale: 1/8" = I' -0" 11 -011 PAGIFIG MOBILE JOB NAME 5 PLEX CLEAR SPAN FLOOR PLAN SHEET TITLE THIS DRAWING CANNOT SE REPRODUCED WTHG/T THE NRITTEN CONSENT OF WHITLEY EVERGREEN INC. O FRONT 0101 -111 FRONT 0101 -120 FRONT 0101 -121 FRONT � g 0101 -IalY OF I T VK APPROVED SEP 28 2001 NOTED @!UILDTNG DTV?S1ON FRONT 0101 -123 RECEIVED CITY OF TUKWILA PERMIT CENTER STD PLAN N0: CUSTOMER APPROVAL: `APPROVAL DATE: 1111111111 11 1111111111111111111111 111111111111 11111i1111 1111111111111'1 11111∎1111111 ;11 11 1 CHINA , 2 3 f '"`4 5 6 0 INCH 9G VII. CL Z1 `GL 111111111 1111 111111111I111111111I111111111I1111 11111111111111111111111111111111111I1 b C Z G kb 0 1111111111111,111111I111111111111111111111111111111111111111 i DATE: 8/20/01 DRAM EIY: JMR FILE: 3532 -1 -0 1?6 Na3532 1.0 SHT. OF_J MIDI-159 ROOM FINISH SCHEDULE ROOM DESCRIPTION NORTH WALL EAST WALL NOT WALL SOUTH WALT. CEILING FLOOR COMMENTS MAT MAT MAT MAT MA HEIGHT MAT BASE 101 OPEN OFFICE VW/3 V)6 V143 VWB ACT T -11" VGT 4V3 102 REST ROOMS VHS_ VWB VI^6 VN® AGT 'T' -I I " 5V 6VB 4' FRP WAINSGOAT FLOQR VGT - VINYL COMPOSITION 6VB - b" VINYL 5V - CONGOLEUM WALLS TILE COVE BASE DIAMONDFLOOR SHEET VINYL COVERED GYPSUM WALL BOARD PLASTIC ACOUSTICAL CEILING TILE, 2'x 4'x 5/8" PER UBC 25 -2) VWB - I/2' VINYL FRP - FIBER REINFORCED CEILING ACT - SUSPENDED LAY -IN (INSTALL MARK l'-0' 60' -O" 10 T-11" 11 -7 1/2" 10, -0" 11'-0* 6' -0' f-- 1' -4" ST22 STRAP AT TOP OF RIM RAFTERS OVER MARRIAGE LINE INSTALLED AT SITE 32' -4 1/2" 101 O 0 O 6' -0" 71-0" 10' -0" REVISION Date CUSTOMER SUBMITTAL 8/21/01 WHI TLEY EVERGREEN ING. 142Ig SMOKEY POINT BLVD, MARY.SVILLE, WA g8271 (360) 653 -5180 (360) 65g -1135 FAX. FLOOR PLAN 101 -0" 71-0' Scale: 1/8" = I' -0" 11 -011 PAGIFIG MOBILE JOB NAME 5 PLEX CLEAR SPAN FLOOR PLAN SHEET TITLE THIS DRAWING CANNOT SE REPRODUCED WTHG/T THE NRITTEN CONSENT OF WHITLEY EVERGREEN INC. O FRONT 0101 -111 FRONT 0101 -120 FRONT 0101 -121 FRONT � g 0101 -IalY OF I T VK APPROVED SEP 28 2001 NOTED @!UILDTNG DTV?S1ON FRONT 0101 -123 RECEIVED CITY OF TUKWILA PERMIT CENTER STD PLAN N0: CUSTOMER APPROVAL: `APPROVAL DATE: 1111111111 11 1111111111111111111111 111111111111 11111i1111 1111111111111'1 11111∎1111111 ;11 11 1 CHINA , 2 3 f '"`4 5 6 0 INCH 9G VII. CL Z1 `GL 111111111 1111 111111111I111111111I111111111I1111 11111111111111111111111111111111111I1 b C Z G kb 0 1111111111111,111111I111111111111111111111111111111111111111 i DATE: 8/20/01 DRAM EIY: JMR FILE: 3532 -1 -0 1?6 Na3532 1.0 SHT. OF_J MIDI-159 DOOR SCHEDULE NOTES MARK QTY. DESCRIPTION COMMENTS I EA, 3' -0" X6' -8" ACTIVE RLG -11 - HEAVY DUTY ALUM FRAME, METAL INSULATED W/ 6 "x 24' VIEW LITE AT 43" AFF DEFAULT U =.60 GLZ DEFAULT U -I,45 - HEAVY DUTY STORM CHAIN - WEATHER STRIPING - DRIP CAP - GRADE 2 PASSAGE LEVER W/ DEAD BOLT - DEAD BOLT KEYED BOTH SIDES o IOIA ONLY BRUSHED CROME - ALL LOCKS KEYED ALIKE EXTERIOR RO: 37 -I /4 "x 81 -3/8" SWING: IOIA - LHR IOIB - LHR IOIG - RHR I EA. 3'-O" X 6'45" HOLLOW CORE- COL OAK TIMELY JAMB - GRADE 2 LEVER PRIVACY LATCH - OGGUPIED INDICATOR - HIND STOP BRUSHED GROME RESTROOM RO: 37-I/4" x 81" SWING: 102A - LHR 1028 -RHR JAMB = 4 -1/2" HINDOW SCHEDULE 12 24 "x 53" NOMINAL PHILLIPS #810 SINGLE HUNG (SIDE LOAD) VINYL VERTIGLE SLIDER SOLAR BRONZE - DUAL GLAZE U =.50 MAX SHGC =51 MAX WITH LOCKS t BUG SCREEDS. HD HGT: MATCH EXT DOORS R.O,: 25 "x 54' HVAG EQUIPMENT SCHEDULE MARK QTY. 5 DESCRIPTION COMMENTS BARD #14H301 -AIO 25 TON WALL MOUNTED HEAT PUMP WITH IOkm HEAT STRIP ■/ PROGRAMMABLE TSTAT. 30,000 BTUH COOLING 10.00 SEER 25,000 BTUH HEATING, bb HSPF 1395 GFM HIGH SPEED DRY COIL - 240V Im 2 NUTONE 188-10 EXHAUST FAN, 80 CFM 15 AMP, 120V SWITCH W/ LITE PLUMBING SCHEDULE MARK QTY. DESCRIPTION COMMENTS 2 BRIGGS 144430 HANDICAP WATER CLOSET WITH 51D SEAT, A51 0710 TOILET PAPER HOLDER STD 3b "x 48" HG GRAB BARS o 36" AFF P -2 2 BRIGGS 16602 LAVATORY WITH MOEN s 4696 FAUGET ASSEMBLY MOUNT AT 34" AFF, STD IB'x 34" MIRROR MOUNT CENTERED OVER LAV. -3 1 RHEEM #8IVP65 6 GAL WATER HEATER W/ STD TEMP AND PRESSURE RELIEF VALVE 120V - 2000W MARK REVISION Date CUSTOMER SUBMITTAL 8/21/01 J t GENERAL NOTES I THIS PLAN 15 IN ACCORDANCE WITH WAG 51 -40 -2900 t OSSG APPENDIX CHAPTER 29, TOILET FACILITIES MAY BE PROVIDED IN AN ADJACENT BUILDING, SEPARATE FACILITIES FOR EACH GENDER SHALL BE PROVIDED. 2. ALL NEW FACILITIES SHALL BE BUILT IN ACCORDANCE WITH WAG -51 -40 -1100 t OSSG CHAPTER II FOR BARRIER FREE ACCESS. 3. NOTE: ALL STAIRS, RAMPS, LANDING, AND HANDRAILS TO BE SUPPLIED AND INSTALLED ON SITE BY OTHERS (UNLESS OTHERWISE SPECIFIED) 4. PER BCD ALL BUILDINGS THAT RELY ON ADJACENT FACILITIES FOR RESTROOMS SHALL HAVE AN N.L.EA. W/ EA. INSIGNIA, AND A COPY POSTED IN A CONSPICUOUS LOCATION OF THE BUILDING STATING THE FOLLOWING: THE FOLLOWING MINIMUM SANITARY FIXTURES SHALL BE PROVIDED IN AN ADJACENT BUILDING ON THE SAME PROPERTY, PER OSSC CHAPTER 29 AND TABLE A -29 -A WHEN SUBJECT BUILDINGS ARE CONSTRUCTED W/O REST ROOMS, THE SUBJECT BUILDINGS SHALL HAVE A MINIMUM OF 1 WATER CLOSET AND 1 LAVATORY LOCATED IN THE SAME ROOM AND PE PROVIDED W /AN OCCUPIED INDICATOR LOCK FOR UNISEX USAGE. THE NOTED SANITARY FIXTURE PROVISIONS SHALL MEE1 ACCESSIBILITY REQUIREMENTS AND SHALL BE LOCATED ON AN ENTIRELY ACCESSIBLE ROUTE WITHIN 200 FEET. ELECTRICAL I. BUILDING SHALL BE WIRED IN - ROMEX 2. SERVICE ENTRANCE - INSTALLED AS PER WAG 296 -46 -23028 ENERGY CODE / BUILDING ENVELOPE 1. BUILDING HEATED W/ HEAT RUMP, ELECTRIC RESISTANCE HEAT NOT ALLOWED. 2. ALL WINDOWS AND DOORS SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER STRIPPED TO MINIMIZE AIR LEAKAGE. (WSEG 1314.1) 3. ALL VAPOR BARRIERS SHALL BE A MAXIMUM OF I PERM. 4. BUILDING ASSEMBLIES USED AS DUCTS OR PLENUMS SHALL BE SEALED, CAULKED AND GASKETS) TO LIMIT AIR LEAKAGE. (WSEG 13143) ENERGY CODE / MECHANICAL SYSTEM I. PROVIDE MICROPROCESSOR CONTROLLED THERMOSTAT WITH NIGHT SETBACK, 5 DEGREE DEADBAND MIN., SEVEN DIFFERENT DAY TYPES. MOUNT o 54`AF.F. TO TOP OF CONTROLS MAX. (WSEG 1412) 2. THERMOSTAT SHALL BE RATED FOR EXTERIOR WALL INSTALLATION. 3. SEAL ALL TRANSVERSE DUCT JOINTS (WSEG 1414,1) 4. 5UPPLY AIR DIFFUSERS SHALL BE PROVIDED WITH MANUAL DAMPERS FOR BALANCING THE SYSTEM (WSEG 1412.1). 5. DUCTS SHALL BE SEALED IN ACCORDANCE WITH SMAGNA, METAL DUCT AND FLEXIBLE CONSTRUCTION STANDARDS IST ADDITION (WSEG RS-18) 6. INTERCONNECT T -STATS FOR NON - SIMULTANEOUS HEATING t COOLING PER ZONE ELECTRICAL / LIGHTING I. LIGHTING CONTROLS SHALL BE PROVIDE FOR EACH SEPARATE AREA, READILY ACCESSIBLE AT THE POINT OF ENTRY/EXIT. CONTROLS SHALL BE CAPABLE OF TURNING OFF ALL LIGHTS WITHIN THE SPADE (WSEG 1513.1) 2. MAXIMUM LIGHTING POWER THAT MAY BE CONTROLLED FROM A SINGLE SWITCH OR CONTROL SHALL NOT EXGEED A 20 AMPERE CIRCUIT LOADED TO 80%. CAPACITY (AMC 1513.2) 3. ALL LIGHTS WITHIN DAY LIGHTED ZONES SHALL PROVIDED WITH INDEPENDENT CONTROLS SEPARATE FROM THE GENERAL LIGHTING (MEC 15133) 4. EXTERIOR LIGHTS SHALL BE CONTROLLED BY A PHOTOCELL (WSEG 1513.5) PLUMBING I. ALL PLUMBING TO BE IN ACCORDANCE WITH THE AMENDED 1991 UNIFORM PLUMBING CODE t THE 1998 OSPSC 2. LAVATORY SHALL BE EQUIPPED W/ OUTLET DEVICE TO LIMIT FLOW OF HOT WATER TO MAX. 0.5 GPM, 3. LAVATORY SHALL BE EQUIPPED W/ DEVICE TO LIMIT WATER TEMP TO MAX. 110• F. 4, ALL DRAINAGE PIPE TO BE ABS SCHEDULE 40. 5. ALL WATER PIPE TO BE TYPE 'L' COPPER TUBING b. INSULATE 140T it COLD PIPES. 1. HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE COVERED, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES PER OSSG 1109.10.4 8. RESTROOM FLOORS SHALL HAVE A SMOOTH NONABSORBENT SURFACE PER OSSG 801.1,1, RESTROOM WALLS WITHIN 2Ft OF FRONT AND SIDES OF WATER CLOSETS SHALL HAVE A SMOOTH NONABSORBENT SURFACE PER OSSG 1109.12 STRUCTURAL I.- 2. HEADERS SHALL BE (2) 2X4 HF #2 W/ 1/2" FILLER 3. ALL OPTIONS SHALL HAVE (2) STUDS AT EACH SIDE OF WINDOWS AND DOORS (I) KIN STUD AND (I) TRIMMER 4. MIN LAP SPLICE OF TOP PLATE 4' -0' W/ (12) 16d NAILS WHI TLEY EVERGREEN I NG. 1421(4 SMOKEY POINT BLVD. MARYSVI LLE, WA {8271 (360) 653 -57x0 (360) 65G1-7735 FAX. CODE ANALYSIS THIS STRUCTURE MEETS CONSTRUCTION REQUIREMENTS MC 296 -150F NBC) t 1998 OSSG, THIS PLAN 15 SUBMITTED FOR APPROVAL BY WASHINGTON, OREGON UNDER RECIPROCITY AGREEMENT FOR GOLD AND GOLD INSIGNIAS PLANS SHALL BE SUBMITTED FOR APPROVAL BY IDAHO DIVISION OF BUILDING SAFETY BUILDING TYPE: BUILDING AREA 60'x 60' 1 OF OCCUPANTS: SEISMIC ZONE: 3 VN 3600 sq Ft 36 DESIGN LOADS: ON: F PDIN W WIND LOAD: 80 mph EXPOSURE: 'C' BCD ALT WIND LOAD: 90 mph BCD ALT EXPOSURE: B FLOOR LIVE OFFICE: 50 psF 2000 POUND CONCENTRATED FLOOR LOAD ON 30' 5Q NOTES: I. THIS BUILDING MEETS OR EXCEEDS THE ABOVE REQUIREMENTS BY THE NREG COMPONENT PREFORMANGE OPTION AND THE 0556 PRESRIPTIVE PATH. 2. PROPOSED GLAZING % OF G WA. = 15% MAX 3. SEE SCHEDULES AND BUILDING SECTION FOR INSULATION VALUES 1 U- FACTORS CITY Of TANA APPROVED SEP 2 8 2061 Foci t ED glitLDNG DrIiSY hf DRAWING INDEX NO. DRA111N6 TITLE OD 1.0 2.0 2.1 2.2 3.0 3.OA 3.013 4.0 4DA 5.0 5.1 PACIFIC MOBILE JOB NAME 5 PLEX CLEAR SPAN DOVER SHEET /SCHEDULES SHEET TITLE THIS DRAWING CANNOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF WHITLEY EVERGREEN INC. 111111111111111 1111111 1111111(11111 1 PINCH 1 .2 ' CHINA COVER SHEET/SCHEDULES FLOOR PLAN BUILDING SECTION, DETAILS DETAILS SHIPPING DETAILS ELEGTRIGAL/MEGH PLAN PANEL\LOAD CALCULATIONS PANEL\LOAD CALCULATIONS EXTERIOR/RESTROOM ELEVATIONS PLUMBING LAYOUT TRAILER FRAME PLAN FOUNDATION PLAN RECEIVED CITY OF TUKWILA P�.RMIT CENTER 5/N: STD PLAN No: CUSTODER APPROVAL: APPROVAL DATE: DATE: 8/20/01 DRAWN BY: JMR FILE: 3532 -0 -0 ■ JOB No? 532 OF I'IIL'�'1 3 11111111111.11111111I1I1I'O 111.11111111I 5 6 5l 1711 EL Zl '6,G 8; b E Z L X30 6:.,.:. L 9 �: 111111111111111111111111111111 111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111i11111111111111111111111111111111111111111111111111111111111111111 MI01-193 VICINITY MAP t, V 5• ,,, rM P \c:) • 0 I OC GATE B -18 SITE ACCESS 2 -31 2 -41 2 -40 2 -44 2-45 1 2 -511 2 -49 2 -65 (7:', 1 sY 2 -53 2 -63 fl , 2 —& . o J// 2-66, „a 2 -55 • 2 -° eoz `, WORK .. o •P —2 -68 • LOCATION 'V -1100 2 -80 - ., 0 en 2 -83 Q c,)• . 1 2 -87 � ,_I 0 v ZQ cp tki lil iili.�Il,i.L�� 1. 1L. IIIIIIIII IIIIILIILI.11illllll [I'll/ 1II�����I�I�I�II,�IIII IIIII1 p INCH 1 ;, 2, CHINA 4:. 5 6 91. 17 1. £G Zl '1,,7, ;O1: 6..• 8;.: L 9 F b £ Z I1111111111111111I11 11I11I1111II111I1111111111111111II11I11IIII1IIII1I1111 ►.1IIIIIII1' 111111!11111111! 111111 (11 1 111 1III1 I11111li 111 PERMIT CENTER 6 LEGAL DESCRIPTION THE FOLLOWING LEGAL DESCRIPTION IS. BASED ON TRANSNATION TITLE REPORT ORDER NUMBER 867785, DATED AUGUST 3, 1998. A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT NO. 1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY SOUTH IN SECTIONS 28, 32 AND 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 28, e5 THENCE SOUTH 88'09'49" EAST ALONG THE SOUTH LINE OF SAID SECTION n 35.92 FEET TO A POINT ON A CURVE ON THE EASTERLY MARGIN OF 16TH AVENUE SOUTH FROM WHENCE THE CENTER BEARS NORTH 81'09'46" WEST 1960.08 FEET, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING OF HEREIN DESCRIBED TRACT OF LAND; THENCE NORTHERLY ALONG SAID EASTERLY MARGIN AND SAID CURVE 235.12 FEET TO THE POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN NORTH 01'57'52" EAST 534.65 FEET TO A POINT OF INTERSECTION WITI-I THE SOUTHWESTERLY MARGIN OF SAID EAST MARGINAL WAY SOUTH, BEING 65 FEET DISTANT FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF SAID EAST MARGINAL WAY SOUTH; THENCE ALONG SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH ON THE FOLLOWING COURSES: SOUTH 47'52'17" EAST 1189.40 FEET TO THE SOUTH LINE OF SAID SECTION 28; THENCE SOUTH 88'09'49" EAST ALONG SAID SOUTH LINE 23.20 FEET; THENCE SOUTH 4T52'17" EAST 761.35 FEET TO THE POINT OF CURVATURE OF A CURVE. TO THE RIGHT OF RADIUS 2814.67 FEET; THENCE SOUTHEASTERLY ALONG SAID CURVE 1245.10 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 22'32'06" EAST 165.28 FEET TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 825 FEET SOUTHERLY OF, MEASURED AT RIGHT ANGLES TO, THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM NO. 42; THENCE LEAVING SAID SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY SOUTH AND PROCEEDING ALONG SAID PARALLEL LINE NORTH 89'12'23" WEST 1385.87 FEET TO A POINT ON THE NORTHEASTERLY RIGHT -OF -WAY LINE OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 53'50'05" WEST 1969.12 FEET; THENCE NORTHWESTERLY ALONG SAID RIGHT -OF -WAY LINE AND SAID CURVE 401.92 FEET TO THE POINT OF TANGENCY; THENCE NORTH 47'51'36" WEST ALONG SAID RIGHT -OF -WAY LINE 1068.05 FEET TO A POINT ON THE WESTERLY LINE OF THAT 11 FOOT VACATION OF 16TH AVENUE SOUTH AS RECORDED IN VOLUME 38, PAGE 455 OF KING COUNTY COUNCIL RECORDS DATED JUNE 24, 1940; THENCE NORTH 13'00'45" EAS1 ALONG SAID WESTERLY LINE 384.20 FEET; THENCE CONTINUING ALONG SAID WESTERLY LINE NORTI -I 14'06'06" EAST 303.66 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 2,900,610 SQUARE FEET OR 66.588 ACRES 6 la 1111IIi1,1 I 1. 1 1 1 I I I I 1'I'IIII1111111'I'I'I'I'I'I'I' ' I'I'I'1'I'I'I'I�I'I'I'lll'lll�� p INCH 1 2. 3 CHINA t �.Ma; 5 6 s V1. El Zl {4 '.-,OL 6 B : L. 9 17 E Z L pro'0 11111111111111111111I11I111111111111111111111111 11111111111111111111111111111111ILI 11111 111111111111111111111111 .1111111111111 11111111111 111111111 2x6 JOIST a 1C 2x6 LAGGED TO BLDG. 11 IINJL PE .1ST. 6. _3" TYPI CA L 19" 3/0 3•..0" 1 ANri1NG -2x6 WITH MLA °G CAP 1/2" 0 METAL W/ BRACKET ROUT FOR GRIP 2x6 W/ EASED EDGE:. e TOP NOTE : SEE RAMP PLAN BELOW. THIS 4 : ` WITHOUT PRI OR r SHEET. FOR CALLOUTS COMMON „u , ; r /,. ,1 Al � UILDI NG DIVISIO N. \. WILL REQUIRE NEW PLAN SUBMITTAL DE uPDITIONAL P I I /2" BUILDING - --- -• .-- EXTERIOR WALL :3 /4"x5" LAG SCREWS, ea 48" OC. PREDRILL. HOLES • 'If P. . 2x 1 CRIPPLE -0" OC MAX. 14.-0" MIN RA MP P � 1v v -= )Q OR IF LANDING EXCEEDS 30' ABOVE GRADE. ADD 2x4 RAIL. WITH 4" SPACING. ..9. nI rho 1:1 'c) 2x4 TOEKICK 1. -J ADD GUARDRAIL a 42° ABOVE LANDING IF LANDING IS GREATER - ' ' ' �• THAN 30' ABOVE GRADE. :. : :' : : :: :: RAMP_ VA TI 24" hit�L - SCALF 3/16 HANDRAIL BEYOND 111 6. -0" OC MAX. SCALE : 3 /I(Y •• I' 0 No. 84A LEFT OR RIGHT TERMINATION BRACKET NO. .3A.E ADJUSTABLE BEND 12- f°6Cl�L INTERNAL. SPLICE INTERMEDIATE HANDRAIL.. BRACKET tb 4' OC (7 TOTAL) RAMP DOWN 1 : 12 MAX SLOPE . P.T. JOIST AT SURE LOCATION AND P.T. DECKING OR PLYWOOD 2 FIRST 6'. 2x6 TOP RAIL. MOUNT AT •34" ,. 38" 4x4 POST - BEVEL TOP 2x4 RAIL. 2x6 DECKING OR 3/4' CDX PLYWOOD WITH NON -SKID SURFACE. (ROLLED ROOFING). BLOCK PLYWOOD EDGES. ^-° 2x6 JOIST a 16. OC ~- 2x4 TOE KICK •- -1/2" 1D xd" M.B. W/ WASHERS - ••--SIMPSON LUP24 JOIST HANGER CTYPJ - 12•x12" MIN CONCRETE PER BLOCK W/ POST BASE SUPPORT. 4. -0" MaaaramiCatataaMeRaltaaalailli RAMP SECTION RAMPS. DECKS. LANDINGS. AND HANDRAILS ,SHALL CONFORM TO THE 1994 EDITION OF FHE UNIFORM BUILDING CODE AND THE ADA AMERICANS W/ DISABILITIES AL: 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 r3f app ved plans acknowledged. By Date Permit No. NO. 3AE ADJUS TABLE BEND 6' -3_ MIN. 6.-0" 6. -0" !°ry" xNMMf7a •°4x4 P.T. POST TYPICAL 24 ° -0" MAX. RAMP LENGTH ,RAMP � AI VIEW « 5111�G'L_E 12Q0R......._. aZZI S_.- CAL) : 3/I6 .. 1 %0„ 3352 REQUIRED FOR: giri9ECHANICAL ELECTRICAL L PLUMBING 4GAS PIPING CITY OF TUKWILA BUILDING DIVISION attnanwasameawasszastemagatown 1 0INCH 1 , CHINA . • ROBERT L sWETr STATE OF WASHINGTON as 3/8" a I' -0" 2x2 UPRIGHTS +9 5 1/2" OC IF LANDING IS GREATER THAN 30" ABOVE GRADE. --: U4 CO ft O • 1. t I t 1e d .l s>( q a Q.. IC 0 ADD GUARDRAIL a 42° ABOVE DECK IF DECK IS GREA TER THAN 30° ABOVE GRADE. IWI 4 °MAX 4 7' MA){ 1/2" PLY RISER :TYP.1 (31 2x12 JACKS CITY Of T..�t19 #J OPTIONAL STAR ELE 3/8" .. ;APPROVED SEP 28 2001 AS NOTED CI 41 czt cc tt: cc tit AILINGS IF LANDING IS LESS THAN 140' AB0VE GRADE. 2x4 HANDRAIL BRACE. RETURNED 4" MIN. TO NEWEL POST 7. MAX,_ 23. 2x6 !NIL. 1► 0,1 MM. qM .rr rrrLE 2x 4 1/2" RADIUS 2x4 a cei .Wl 2N1/10 CC N ILI -1 It u•rua O Q N Q LANDING NOTE : STAIR RISERS SHALL BE CONSISTANT AND NOT VARY MORE THAN a.3/8" I /2' PLY RISER (TYP.) (3.1 2x12 JACK F31- ., ! ' ` I .' fi PtFMIT CENTER TONAL $TAR $EC 1O p 3/8" " L_0.. SHKEr N0. 5 6 91- bl. CI. Zl Ll _2,01. 6 . 8 9 9, b C Z G pcoo 1 11 11H 111111111111IIIIII111111hhiii1IIIIIiiii ii i11 rvo- iu1llil1lii1iliiiili1i�liiiiliiiiliii` riiiiluiihiiiliuilunlmnlniiliiiiliiulinil File: 1\11.10 I I 5'c 35mm Drawing# 0 A. I. FOO111GS SMALL r U111E1 TO FfRi SEARING SELOV P1' 'LINE RGT LESS T I TIM DEPTHS INDICATED .R THIS !MATING AYR DEAR ON UNI IS I.,n3E¢ SOIL OR COMPICTE, $ACKF ILL, 2, if IA 1NUN DEPTNI' RFAU IXf! DT LOCAL IU 1L! DIG CODES SMALL CONTROL IF GREATER TMAX NIII1UW DEPTHS MIT. , F00(111 101 DESIGN IS DAM OR SOIL DEAR ING PRESSURE OF 4,000 L. PER SQUARE FOOT. NE IXFORCEIEN1 !INS SHALL DE IITE11E1 1ATE GRADE, R ILLET-S1EEL AEA ASTR DES 1GIATION 1 -15 Ali DEFOfIf1 AS PER ASTR DESIGNATION A -305. . TIE !IRS TIM HIRE IT ALL III.1ERSECT IOIS. • FORMS SHALL CO1FORN 10 SHAPE, LINES, AID D 111E1(S01U SHOTX 04 THIS DNA' i ; AID SHILL 0E SUBSTANTIAL lip BUFF IC IEYTLT TIGHT TO PREVENT LEIUALE OF NORTIR. PORTLAND CEMENT III FRRE AND COURSE AGGREGATES SHALL CONPLT WITH MOST RECENT ASTY SPECIFICATIONS. tIRIRG TITER SHALL DE CLEAR III FREE FROM ACIDS,. ALKALIS, OIL ARO ORGANIC NATTER. �. CONCRETE SHALL DEYELOPF A MINIMUM COMPRESSIVE STRENGTH OF 1,000 P.S.I. IN 22 OATS, SIMPLES SHALL TEST 15% GREATER. CONCRETE SHALL CONTAIN 6 SACRS OF.:: CENEIT PER CUBIC TAR: OF CONCRETE. 10. ALL SAL IM COINER! HOVE GRADE TO NAYE I' CHAMFER. staJR5.aPA: AT 12. c NrEI )1a :. $ARS SRA ,A r..z . ::1 ' TO 1 ._ CE*TERSI G .Nw,. -. 1l. LOCATIONS OF FOUNIAT ION TO 8E IN ACCORDANCE TITH LOCAL IND STATE CODES 12. ILL 1 IIIEIS EONS Or• THIS ORATING ARE 1t lx ITUI U* SUGGESTED ONLY VARYING SOIL CONDITIONS, ETC. A E R FOOTING NAY HE POSSIBLE WITH 13. PIER SPACING 1S BASF) OX ACCOIIOOLT IItG FOUR OPENINGS SPACED 0 1' -0 CENTERS FROM HEAD SEAL 14, AFTER RE1CV 1IC FORMS, BiC>GF ALL TO GRADE LEVEL. IS. Ti (R ITT IROUS11!ES, INC. ASSUMES NO RESPONS IZIL ITT FOR SOIL CONDITIONS. I6. :RICH IS ISSUED IS : RECO11ENDAT ION WILT. INALTSIE. a 7 1 Qn c.0 Q2 cD I'll 1N •1. 4,1•J vii"".114111•04 FROSTLINEMAP,D IMERS I0! J (HOLD) OE a OISZtiMA Tin A 636 ,, "*a, 9 2 U 120(10 14500 141M f 1 ' -0. I BOOo. 2;' —0' 109.346' 20800 --17 - --- D --� -. -'-- - K Gs N C PIERO IMENS IONS ca a a 3/4' NC 'j' BOLT SET 01 CENTER Is BARS SPA AT 12° CENT t a A R s AT 9' CENTERS EA TAT TO USEFGREABtERROEPi'N � • '8' -j DETAIL 0F C�4��RE�� PIERS �tP(ER P f ER 5' 6' GR. LOCATIO OF PIERS 25300 3 ' -6' 30003 4-0' iITT----3115-0 32'4 1/2 3 __ .3 24 1 1 /8' SHOWN 131.375" 45400 4 11211°° 61t (SEE MOTE 1) v TRJiJyy IOUSYRIES, 1 P*OPEkTT OF TR III ITT INDUSTRIES INC. ANO NoT TO REPROOUCE) YITHOUT THEIR PER$1SSIO* P IER, FIAT TOP, 3' -•6" H I FOR 6.565 TO 60,040 Y6 TANXS V 206 SAD, TRINITY STANDARD BULX STORAGE ' I' I' I' I' I' I' I' PI' I 'I'I'I'I'I'�'I'I'I'lIIIIIIIiIII 'I'I'I'I'I'�'I'I'I'I'I' p INCH 1 t -- CHINA 2 5 6 9l. VI. El Zl 14 1. 6 . , 8 L 9 6 II4II4III1IIII1II0III IIIIIIIII1IIIIiIIII1IIIII0IIIIIIIII1IIIIjI4IIIIII ,IIIIWIIIIIIII1IIIIIIIII Ills MIIlllIIMII DATEi (Z-( HEY. 61.- ti L K 17 1 16 I 15 1 14 K G J 0' `/-I.S. SHELL 22 l5 /I6' ISS LIO LEVEL 270' -- • 180'1 rEIFIHI END VIEM 6-4 7534G 6 -3 7534G 6 2 7534G c 6 1 32928 H280 -250 H280 -250 H280 -250 2 -12 HEX PLUG 5 -5 A7537N4 F107 HEX PLUG 5-4 A7539V6 i -2 A9095RS /A9091 -18LX 5 3 ROCH 1750 -115 FI91 F199 J3IL-3 /l08 A MARX 5 -2 5 -I 948 J701 J506 A28 05C 4 6342 -t 1/22 -29 OTT 8/M ITEM RE 60 J415/J400 M0S360C/5331 FISHER LPG SH IPPEO LOOSIETFORI N LD I*S ALLAT I. WEI ORDEREI 90' NAVE PLATE 1 13 1 12 1 11 1 10 1 s 4'-5 II /16' AFTER-CUT8ACK SEE S -40102 Z-f 111 SCH 40 PIPE If31 111 1 1 11L 111 - -'-� -- NAME PLATE E 309 HEAD, HEMISPHERICAL, SEGMENTED 109.346'00 W/ FITTINGS PER S -40293 0.387' WIN THK FOR SA6I2 0.437' YIN THK FOR SA455 ■ORRLINE CENTER PUNCH O.S. ONLT FOR PERMANENT REFERENCE. ALL TAIL DIMENSIONS ARE TO THIS LINE. E F GENERAL MOTES: 1. OPENING 'C': FURNISH WITH A STD S -59198 THERMOWELL FOR 1/2' NPT THERMOMETER. FILL PIPE WITH GREASE BEFORE INSTALLING THERMOMETER. 2. OPENING 'B': STEELLCIE STAMP NPT HEAD. S SHOWN. 3. OPENING 'H': FURNISH WITH PIPE AS SHOWN, SEE STO S -40102 FOR PIPE SUPPORT CLIP. 4. FABRICATION TOLERANCES: (1) ALL OPENING LOCATIONS : 1/4' (2) COUPLING ALIGNMENT TO GE : 1/2' (3) TANK SHELL RING wIOTHS SHORN MAT VART DUE TO MATERIAL AVAILABILITY. TOTAL VOLUME DEVIATION WILL BE HELD TO : 2S. 5. OUTSIDE SURFACE AREA I5 1,888 SO. FT. MINIMUM RELIEF REQUIREO FOR LPG 15 26,047 SCFM. 6. THESE OPENINGS ARE TO BE SET FLUSH I.S. 'F,G,J,X AND V. DESIGN AND CONSTRUCTION NOTES 1. DESIGNED PER THE LATEST EDITION, LATEST REVISION OF THE ASYE CODE FOR PRESSURE VESSELS. SECTION VIII DIVISION 1. 2. POSTMELD HEAT TREAT: NOT REQUIRED 3. RADIOGRAPH: X- RATE FORMED, REQUIREDPER ASVEACOOEO(SEE LEGEND) 4. JOINT EFFICIENCY: HEADS -- $SS. SHELL -- I00S 5. CORROSION ALLOWANCE: HEADS -- 0, SHELL - -0, NOZZLES -- 0 6. MAXIMUM ALLOCABLE STRESS AT 125°F: SHELL -- 20,200 PSI HEADS: SA6I2 -- 20,700 PSI, SA455 -- 11,300 PSI • DESIGN PRESSURE: 250 P51 AT 125'F; EXTERNAL: 0 1. 'ORXING PRESSURE: 250 PSI AT '25'F; EXTERNAL: 0 9. WAXIMUV PRESSURE 'NET: 250 PSI AT 125'f LIMITED BY HEADS ANO SHELL. 10. HTOROSTATIC TEST PRESSURE: 375 PSI 11. DIMENSIONS GIVEN ON A CURVED SURFACE ARE ALONG OUTSIDE CURVATURE. 12. LONGITUDINAL SEAMS ARE TO BE ALTERNATED AS SHOWN. 13. FLANGE BOLT HOLES TO STRADDLE NORMAL VESSEL CENTERLINES UNLESS OTHERWISE NOTED. 14. VESSEL SHALL BE CLEANED INSIDE AMD OUTSIZE, FREE OF DIRT, CREASE, DEBRIS, LOOSE WILL SCALE. WELD SPATTER, ETC. 15. INSTALL 1000, STEEL OR PLASTIC PROTECTORS ON OPENINGS BEFORE SHIPMENT. 16. PROTECT MACHINED SURFACES WITH A RUST PREVENTIVE BEFORE SHIPMENT. 17. VESSEL' .f FNISH: BLAST SSPC -SP/ (OUTSIDE) APPLY ONE SHOP COAT OF PRIMER. 11. ESTIMATED WEIGHT VESSEL ONLY: 49,750 LBS. (WITH SA6I2 HEADS) 50.265 LBS. (WITH SA455 HEADS) C 5'-- 0' j SEAL 1 T 16 1 5 1 57' -0' SEAM TO SEAM (6) RINGS +! 0,673' X 114' T TP> TTP 11 11 . 531-6' 1 12'112 1 , 1 11 T TP> 46' -0' TO PIERS OR SADDLES (SEE NOTE 7) SIDE ELEVATION 7. PROVIDE SADDLES WHEN SPECIFIED FOR THE ORDER. SEE 5/0 OR SCHEDULE FOR APPLICABLE SADDLE OF. &W11:G. IF NOTED TO BE WELDED, SEE SADDLE DRAWING FOR DETAIL. 8. COVER ASSEMBLY FOR MANWAY IS PER 5- 716 -01. IF MANWAT IS OPENED AFTER TEST, REPLACE WITH NEI GASKET. 9. FLOAT GAUGE, WHEN ORDERED, INSTALLS IN OPENI't5 'A'. PROVIDE AN ADAPTER FLANGE WITH BOLT HOLES POSITIONED ON VESSEL CENTERLINES. 10. ROTARY GAUGE, WHEN ORDERED, INSTALLS IN OPENING 'A' IF FLOAT GAUGE I5 NOT ORDERED, IN OPENING '1' WHEN BOTH ARE ORDERED. PROVIDE 2 1 /2' X I' HEX HEAD BUSHING TO INSTALL IN A. PROVIDE 2' X I' HEX HEAD BUSHING TO INSTALL IN '0'. PROVIDE 2' HEX HEAD PLUG FOR 'D' IF ONLY ONE GAUGE IS ORDERED. 1. HEADS: 2. SHELL: 3, YANWAT: MATERIAL NOTES A. 8. • COUPLINGS: . PRESSURE BOLTING: A. STUDS B. NUTS . GASKETS: - SA6I2 OH SA455 SA6I2 FLANGES SA515 -70 OR EOUAL COVERS SA515 -70 OR EQUAL SAI05 OR EQUAL 1, ---- SA193 -87 SAI94 -2H COMPRESSED FIBER (J11-60 OR EQUAL) INTERNAL PIPE: P -1, A53F tyt EQUAL LUGS OR CLIPS,: P -I ■ELDING AMD WELDING MATERIALS SHALL BE ACCORDING TO APPROVED TRINITY INDUSTRIES PROCEDURES X -RAY LEGEND O 'FULL SO SPOT REQUIRED PER UW- 1I(e)(5)(1) Sb SPOT PER UM -11(1) HEAD TANGENT LINE SHELL THK 1' HEAD CUT BACK f ACTUAL OFFSET `�,u- ,..4;27-r BEAD THK J N-TAPER FULL LENGTH 3:1 MAX. PETA IL OF HEAD TO SHELL JOINT SEE FItURE UV- 13.1(i) 4'-5 11/16' AFTER CUTBACK HEAD, HEMISPHERICAL, SEGMENTED 109.346'00 W/ ENO CPLG PER S -40308 0.317' YIN THK FOR SA6I2 0.437' WIN THK FOR SA455 4 1 3 1 2 1 TTP TTP GROUND LUG SEE STD S -40100 I-6 RI 4 REQUIRED A6 SERIAL SHELL: HEAD : TAU : 2' 3000* HALF COU ?'- INu 2' 30: IS HALF COL, , INS! 2' 3000* HALF COUp;IA: 2' 3000* HALF 2' 30001 2' )3 otos I 3• l 2' 3000* HALF RoTART 6AIJCE C I 3/4' 6000* '' TNERMOWELL 8 I 3/4' 60001 SPCL C-I`_- C L IO A 1 2 I/2'30001 HALF.COuiLIIC MH 1 IS• 250* RF FLANGE 6000t COUPON:. COUPL INI G HALF COUPLING sPa C piiMG COUPI ING FULL CODPLINC REL IEF REL IEF REL IEF VAPOR VAPOR 3/1 3/1 3/3 LIOUIO OUT •wRK �orr1snE 1 roESCR�oN r. tiflAILE OF OPENINGS I11•i llll11111 0 INCH CHINA 1 11111111111111111111111 2 ' S -50I11 0 SU 1 0 SUI I I/2' 5,6 5.6 5.6 3 6 10. THK THK 0Al S -716 S -103 S -104 S-40100_ 1 REFERENCE CMG L 1ST MAMWAT ASSEMBLY' 5-40301 HEAD W/ CPLG YANWAT INSERT YANWAT COVER GROUND LUG PIPE SUPPORT 5 -40293 FITTED HEAD LONGITUDINAL i 1 �i LONGITUDINAL SEAMS SEAMS likailj S- 50171 S -50198 S- i 01Ij~ S -51022 ENO V 1E11 'NAT' L BO CND. )' (WHEN REQUIRED) GROUND LUG SPCL CPLG AT .1. THERMOWELL SPCL CPLG AT '8' WELD FIGURES CRN NO. (WHEN REOUIRE()) • . j 'v '� TRINITY 10STR TES, INC DALLAS, TEXAS -PLAIT-- NM 750 PSIG AF I25'F Y01T I I 'F Al 250 PSIS -'0 'f AT 135 , SI6 TEAR YFG -� 0.673' 00 109.346' YA1'1 SA612 0.387' OR HEN! NAT'! SA6I2 791.375' OS3A(SF) 1,111 W: 30,000 CERTIFIED BT THIS CONTAINER SHALL NOT CONTAIN A PROOUCT HAVING A VAPOR PRESSURE IN EXCESS OF ZIS PSIG AT 100 -F -44.113 AREWUSED, SHOW 2APPROPRIATE HTHICKNESS NAND 4MATERIAL. NAME PLATE FACSIMILE S -50093 REQUIRED '120' IF HEAD IS SA455 REOU!RED Sic 3/1 3/1 3/3 LVL I: PRESS CA FLOAT GAUGE MANWAT SERVICE S -5011) ING sD. PROJ lli ,l1 'f111111111 1111111 1I1I1j1jijij1j ►j'I1'II 1l 5 6 91.. bI. CI• Zl 11. -,0I• :6. 8... � L 9 b E Z L 00 11111111111111111111111111111111111111 III111111�11111111111111111111111111111111111111111111111III111111111111III�IIIIIIII1111111111111I1111111 20 SMY: 2 -1 -91 DELETED *H3 OPTION, REVISED MATERIAL NOTES AND (PE 'E' NELO SIZE. HEADS V SHOW{ SA455 ON NAYS PLATE_ 19 CNC 6 -19 -19 REVISE) NAMEPLATE FOR CODE UPDATE, MISC. II 6TM 6- 24 -1.1 UPDATED FOR CODE, REV GEN NOTE 1 17 6TM 1 -4 -11 ADDED SA455 ALTERNATE FOR HEADS. REVISED X -RAT NOTES, AND FITTING LIST 16 NI( 15 WHH ML BY 1-15-15 LOCATION FOR 11EL1-01 ON SHELL FOR RAC OF TEXAS FOR NOM_ - CORROS IYE SERVICE AIIEI I2- t1- 141CAUCE,cA11E1LITEMSS4-2 1 21A,li AND 1, 4-2A TOCPARTSTLISTS Y ADDED ALTERNATE NAME PLATE NOTE AND LOCATION •° TRINITY INDUSTRIES, INC. Ili►TTTT lT TIT)TTr TIM r TTES T%. 111 TiT Ti 1[ ctrtatrctl flt78i1`(.11t rt111jS10� c>fsI1aF11 TANK, HORIZONTAL STORAGE NAW PLATE WAS MOUNTED ON BRKT OA HEAD WITH OPTIONAL~ 103. 346 "1 30, 000 IN 116, 250 PS I LATE REVISIONS 174111 1H/519 r11t? 6 -76 111111/ 111 Y ur I or cHO 6M u►el AEE 14111 D -76 -. 41$111 7-22-11 S -40$03 2`0 1I`