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HomeMy WebLinkAboutPermit D99-0157 - King County Metro - South Base Annex Training FacilityE. :margi[00,,wy:s:..•.: South Base Annex Training Facility City of Tukwila ... , (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 1 c O • Tukwila, Washington 98188 DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304 -9066 Permit No: D99 -0157 Address: 11911 EAST MARGINAL WY S Status: ISSUED Suite No: Issued: 07/09/1999 Location: Expires: 01/05/2000 Category: NSCH Type: DEVPERM Zoning: M2 Const Type: V -N Occupancy: SCHOOL Gas /Elec.: UBC: 1997 Units: 001 Fire Protection: SPRINKLERED Setbacks: North: .0 South: .0..., East: .0 West:. .0 Water: 125 Sewer;`; VAL' VUE Wetlands: Slopes: N. Streams: Contractor License WI.LLISI021LP OCCUPANT SOUTH BASE ANNEX TRAINING FAC. 119.11 EAST MARGINAL WY S,'TUKWILA, WA 98148. OWNER METRO ;ACCOUNTS PAYABLE 821 2ND AVE, SEATTLE WA 98104 CONTACT ,MARC DALLAS 821 2ND. AV; M /S 122, SEATTLE, WA 98104 CONTRACTOR ;WILLIAMS SCOTSMAN .INC 8345 154TH AVE NE, REDMOND, WA 98052 •k•k* W ** * ** k k***; k********************** * * * **** ***** * * * * * **** *** * * * ** k* **** * *** *** *•k* Phone: Phone 206 -684 -1900 Permit Description:.. DELIVER & INSTALL (1.) NEW MODULAR BUILDING 28x32 OF LESS THAN 900 SQ.- FEET. * A* * * * *•k ** k* k * *ik * ** * * * ** * ** k* * * * * ** k * * * * *** * * **** * * * ** * *•k* k* * * * * * * * * *** *•k *** *•k k* ** A * 1 Construction Valuation: $. 59,046.40 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: Curb Cut %A ccess /Sidewalk/CSS: N Fire .Loop Hydrant: N lood Control Zone: N Hauling: N Start Land Altering: N Landscape Irrigation: N Moving Oversized Load: N Start Time: Sanitary Side Sewer: N No: ewer Main Extension: N Private: Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N *k*• k* k*- A*• k**%****** k* k• k******** k***************** k******** * *k * * * * * *•k * ** *•k ***•k *•k * *-k ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,182.19 *********• k******** k• k**• k********•*** k* k*******.*** k******• k** **•kkk * *•k * * **• *k * **** * *k **k k* ize(in)'c, .00 End Tire': End Time: Public.: N Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of worly./ I am authorized to sign for and obtain this development permit. SignatC-•e: Print Name: Date: 0 ?. ✓ ' s79 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. CITY OF TUKWILA 'Address.: 11911 EAST MARGINAL WY. S • Suite Tenant: .Type: DEVPERM .. Parcel'4: :102304 -9066 lv** *•k**•k* * * **** k• k• k **k* *;k:•kk *'•kk *:k•k*•k *•k. ** kukek*•k•k*•k•kkk•**** k•kIk *•k•4k•k:4***** Perna t ,.Conditions 1 ?No changes.- w,i:l l be made .to the plans un l es.s .' approved by the Engineer: and.. the Tukwila_ Bui:ldir)g D1.vlsidn All :.perm,itst' inspect %on ::rei r.ds` and approv.ed.plans shall be available :at the )uti site prior to,, the start of„ any con- strtict i an.. These ocume.n is are to . be nra i:n to ined and avail- able ' until final rnspecon app.rc val • is g`r anted 3 E l ectr i ca l.s pern i is t`l .,shall be '+at to i ne is through ` the Wash:i ng tun_ State Divi�s;ion of Ldbor and: Industries acid al;;l :elec trical . `wor k. will :b'e inspe,,cted ;by' that. agency t2 :48 -6630) P1 umtringf;perrni.t;s 'shall be ohtairied • .thr•ough'.the Seattle -twi.n .County' Department :;of Pubi i c Hea l tti,.: P1 Umb i ng: wi`1 1 be • inspe;ctedby that°:agencylricfuding all as piping ;All meth n.ic'al wor,F;. shell be under separate permit the City of'° Tukwi l a All 'constr:uc.t an to,.be. done .'i.n conf•orniance• with approved:' p tans and requ i ren en is of, the' Un.i.forin •Eu i"1 d i ng Code., (1997.- . Edi,t::ion) as amendedf :Uniform Me.chanicel-Code (1997' Edition) and 1ash.i ng ton S.ta'te Energy Code (1997 . Ed i t i on ) Va:l i;ii i.ty .af P,,er�m.i The i ssuance : ot a-- perrm.i t or approva 1 of : planss, sp:ecificati�ons, and.`computa-�tlons shall not be• cori -'. str,ued to be a per• rnit for , or an approva,l.,of, any v`ioiation of ': any of•. the prov i s i oris of the ,viii i i d i ng ..code or. of any - ;. .other,. ordinance of_ the jurisdiction... No permit pr_esui ing to ;give .authority ".to violate or canceithe provisions o,f.::this ;. :code'sha 11;' hae valid: ;Prior '.to moving the building on- sites' a.copy,'of• the WSDOT ,moving, :permit , . route map and proposed moving `.schedu,l a sha.1-1 be submitted totheCity Development /Permits Engineer for validation.. NO: MOVING ACTIVITY SHALL BE ,COMMENCED. UNTIL'.' THIS VALIDATIONHAS BEEN FORMALLYRECEIVED OR THE`MOVER' HAS CONTACTEL) THE DEVELOPMENT /PERMITS ENGINEER AT .(206) 433 -0179 TO VERIFY. THE SAME,. ::..If,' a Wal1OT permit has, not been approved for the -,move, a City permit wi 11 need to be applied for. Permit No: D99 -0157: Status: ISSUED Applied: 05/06/.1.999 Issued: 07/09/1999 ***'*A14-14,* CITY OF t- IKWILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: Permit Number:, MCI —c `51 New Commercial / 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 mail or facsimile. Project Name/Tenant: S..cBase Anhex Training Facility Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University Q Other Active Bus Base Value of Construction: LT $30,000 Site Address: 11Q11 F Marrjinal Way Tnkwilla, City State /Zip: WA Tax Parcel Number: 1023049066 -09 Property Owner: King County Transit :(Metro) Will there be storage of flammable /combustible hazardous material in the bu Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating Phone: (206) 684 -1332 Street Address: 821 2nd. Ave MS 122 Seattle, City State /Zip: WA 58104 -1598 Fax #: (206) 684 -1900 Contractor: TBD Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: Marc Dallas Phone: (206) 684 -1332 Street Address: R21 2nd. Ave MS 122 City State /Zip: Seattle, WA 98104 -1598 Fax #: (206) 684 -1900 Description of work to be done: Deliver & Install one (1) Modular Building (28x32) of less than 900 sq. ft. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University Q Other Active Bus Base Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other No Change 'i Will there be a change of use? yes El no If Yes, extent of change: NA Existing fire protection features:- in sprinklers ra automatic fire alarm ❑ none ❑ other (specify) Building Square Feet: — — existing 896 sq . ft_ r w Area of Construction: 10 0 0 sq. ft. +- Will there be storage of flammable /combustible hazardous material in the bu Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating !ding? ❑ yes ❑ no quantities & Material Safety Data Sheets APPLICANT REQUEST FOR PUBLIC WORKS SITE/CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /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 ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Cl Water Meter /Exempt #: Size(s). 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp it Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date app5on a cepfe Date NT ex ires43 Appli`'Ygrrfa)cen by: (initials) NCPERM1T.DOC 1 /29/97 PLEASE SIGN BACK OF APPLICATION FORM Qi Card no be cal ivcrcd urn . per. 125t3/ ALL NEW COMMERCIAL/ADDITION /MUL FAMILY PERMIT APPLICATIONS MUS -. SUBMITTED WITH THE FOLLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN i BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ 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). Five (5) sets of working drawings, which include : ❑ ❑ 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 boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, 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. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ 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 decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other than the owner, registered architectengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS O HE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZE e NT: S • 046, • Siynalurcf ,/ ,�� *.� Date, 1. 9 Z�'�' -- y Print name:/L - 1 1 Pho : x-1'6' F • Addrgs2 I Z . l '„ ` % 2-Z City/State/Zip. -f-1- 1- .w A 5' at a 44 NCPERMIT.DOC 1 /29/97 WM� Y3`5.1 t.174 171Y.f -ir T�,• 4I..•l.`n. ..`. �. �: 4, 1� •A 4t 4 * ** (Li 4 * A 1i 4! 9 •A."h/,y� •h * *' 4 *•.L •A .* •* * !c •k 4 •h s •k 4 * * - .il• * �. +S * l4 tiP A •h * * A •fit * * * * S TRANSMIT . TA *, . * ij� A *h A �! * k * * z1 f * F i1 4 SF h . +t * ±k A k * h ,A * tl k h k # 11 F * 4 ttlOpMI r Number : 1420010? :'A,naiilit: 448:81 '07/03/99 14:30 ::Paymerit:Methode CHECK Notation: 'KING COUNTY' P'erniiti' Mos 099- 0157 Type: DE.VPERM DEVELOPMENT PERMIT P rr.el . Ha • 101304'..90GG S'it€ Address: 11311 EAST MARGINAL WY S Total :Fees: c t rY . OF i'UKWILA, WA • INit,: 1,182.19 Tht i a' Payment' 44a.81• Total FALL Pmts: 1,182.19 Balan e'M . .V \� A4***•k *Atl• **A•** 1** lira,* 4* 4*•******* *AlkicA*• *AkA.A.AAk*A** *A * #e4•k .•k•kk .A** Acco.!unt'Code Description 000/315.830 PLAN CHECK— N0NRES • 000 /38G.904. STATE BUILDING .SURCHARGE Amount 444.31 4.50 4849 07/12..9717 do **kh *A*kkk•:%k%kof*•k4**k* }* k 14cki•k•k•A•kA***Alret chhA•kh #*AAkh•kkisfr4•k*fr ., 1.../ t SMl T ,CITY OF 11.1K1+lIL A WA 1 f�AN, *Je**•k**l *1 *•kk *:� c *•kAk•kA *k:l:1•k.h•k•k•k.. l k:F�kAk�kA+A:4•k*4 kAk:+ekAi4Ak:4•1%*k.,1.. TRANSMIT Numbers R.800060 ;Amount: 733.38 05/06/9 03. :05 Payment Method: .CHECK Notation: _ KING .COUNTY Init. TL3 )errnit `No: D99-0157 Type: DLVPI U I I)E')LLOPMFN 1 PEIoMI'r P srce1 No: ; 102304- 9066 . Site ':Address: 11911 EAST MARGINAL. WY 5 Total. F. 182.19 Total ALL Pints: 7.33.313 Hal ance: 443•481 '.Ord•k: *".!:tk *A.* *. *kk•k•k *A *'47**h *A•kof *•%: #k•h**A*ki•h*h.1k• AA:Ork•k.•h•h* * .kick Account :code 00O/322.100• 000/345.830 • 'Ueycriptiori BUILDING NOI4RES PLAN. CHECK - HUNROE Amount 713 «75 3430 05/07 9717 TOTAL 733.38 INSPECTION RECORD Retain a copy with permit INSPECTIO NO. : CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Pro'ect: ,-- V Se rA\nf\42-1, ViO - fe f Irtspection inCA.L ) ddress: on a l . 04S a _.......--- cl- 1 - 00 —, Special instructions: Date wanted: Requester: N3 CAUK V Pholja& itA4 Ao(-1. Approved peeapplicable codes. COMMENTS: Corrections required prior to approval. Inspect° Date: Att. 1/11 /". 0 $47.00 REINSPECTION ,E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • • • ; ,• , ' • _. AWN:bMASU.,AK. im w4:14.7i`silk.K=" kKi ho.: b`.` INSPE ION NO. = 7 INSPECTION RECORD Retain a "copy with permit ..:eCEMFikF 01: �•\tN.tti iyd" i.•} .RKAKTi"Y'•,S;.:ux:K- J4.K.'Ah V:LUiI.N.i41.1, i:?'1l4. PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670. •jets ■1t�,a . """ E ' T lie of Insp •.'on: .._ li d• ess: 11r,• .rcalle•: ... •__MY" pecial in tructions: 0.1 ate wanted: a.m. — a - .t 00P.m. Requester: 1. tOt- Phone: ' r Approved per applicable codes. COMMENTS: Inspector: Inspector: orrections required prior to approval. Lly- � , /Z2 '4N Date: Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No: Date: 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 e t.' • . Prol/frX 774 c Type of I spection: Tat PinAlic Address: 1 I c? / 1 — ,4A4C-76clde, Date called: Date wante0: (0/ 70's 5' .1-1. p.m. -Special instructions: Gat?? S'. „ Requester: Corr' Phone: '■ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ,." Sent by: EVERGREEN MOBILE CO. ESIGN LOADS; WIND I: WIND Ic WIND I: SEISMIC ZONE c SOIL BEARING cEARTH AUGERS 1 425 881 6814; 10/20/99 8:56; ]max #854;Page 2/2 G 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 psi NOTE; MAXIMUM SOIL PRESSURE IS 1000 psf WITHOUT A SOIL REPORT. 4750# MIN. TOTAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY c STABIL -X DRIVE ANCHORS -- 4750# MIN. TOTAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY : CONCRETE SLAB ANCHORS-- 4750# MIN. TOTAL. LOAD CAPACITY 3150# WORKING LOAD CAPACITY TIE DOWN STRAPS 4750# MIN. TOTAL LOAD CAPACITY 3150# WORKING LOAD CAPACITY E GOWN STRAPS MEETS FEDERAL. SPECIFICATION QQ-S-781H FOR TYPE 1, BADE 1 STRAPPING AND BE AT LEAST 1 1/4" x .035 ZINC PLATED. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES AND ENDS OF THE MANUFACTURED HOME. COMBINATIONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED. FOR ALL TIE DOWN INSTALLATIONS, ME MANUFACTURED HOME CHASSIS MEMBERS ARE SHOWN AS "r' BEAMS. (FOR ILLUSTRATION PURPOSE ONLY) CHASSIS BEAMS CAN ALSO BE "C' SHAPED OR "RFC" SHAPED. . SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME. END TIE DOWNS CAN BE LOCATED WITHIN 18" OF EITHER mg OF CHASSIS BEAM AXIS, AND BOLT -ON TOP CAN BE ATTACHED WITHIN 18" TO 60" FROM LW OF CHASSIS BEAM. THE SIZES, TYPES, LENGTHS, ECT. OF MATERIALS SHOWN HEREON ARE MINIMUM. LARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY BE USED AT THE SAME SPACING AND LOCATIONS SHOWN. ALL PARTS ARE COATED WITH RUST RESISTANT INDUSTRIAL SHOP PRIMER. THIS TIE DOWN SYSTEM MEETS THE REQUIREMENTS OF SECTION 1336.3 SUB- SECTION (o). STATE APPROVAL CLASS B, A'hfifr/W P R O � • swei- SU$IECT 10 CORRECTIONS NOTED •pprona, don not oalhariro a oppronr any emiuian o. 4e +iohon from reauifemeigh of aPPIkabla Stale lard and 'Ip"Ialianf. Sy., Srare of California DPronmenl of Houiies o'.l Commonny Oenolopman, DIVISION OF CODES AND STANDARDS Dore& SPA No gz -/2 /2 SAC INDUSTRIES, INC. 3236 -C FITZGERALD RD. RANCHO CORDOVA, CA. 95742 P11: (000) 771 -3055 [Mews: 711714,-- . i UT w.o *i. '!' ■ DIAMEN no. 391s °b. / / /� ..\., ji wi +t�� • PACIFIC CONSULTING ENGINEERS 2150 BELL AVE. SUITE 145 SACRAMENTO, CA, 95838 PH; (916) 564 -6028 Sent.by:.EVERGREEN MOBILE CO. 1 425 881,..6814; 10/20/99 8:55; i tEW _ #854;Page:1/2 L v zIUxrtri wiLtiu s SLui'SMAIV 8345.154T1 Ave. NE Redmond, WA 98052 (425)86:1 -7400 (800) 7844 -1500 &gem 'Fitrot lewirw ;1• • O PI u Canmii*' INSTALLATION INSTRJUCT1ON5 =mom WARNING; CHECK FIRST FOR UNDERGROUND UTIUTIES. DRIVE STABIUZER PLATE INTO GROUND. 3: DRIVE CROSS RODS THROUGH HEAD TUBES INTO SOIL AS SHOWN. 4. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 5. IF ANGLE OF S10E STRAP IS GREATER THEN 60'• STRAP CONNECTION CAN BE MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. 6. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIC :HTEN BOLT UNTIL STRAP 1S SNUG. • • • 7. #6002 ANCHOR CAN BE USED WHERE HARD OR ROCKY SOIL OCCURS. 11 THE GROUND AC , ER THAN • I MINI PHA _ USE STABIL—X ANCHO OR E v', OR WITH 1 ' x1 Y U ONC,RETE. ��:R ?e�.:xf�rr,,., .. rW.::,x�rJx::...j;,,.�: �r�r�,. •rrw. . INSPECTION NO. CITY.. OF,TUKWILA BUILDING DIVISION. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tµ ...;t�f �y�i s. •��+�.u;i'Y` -ie Zf a.��_6: `Y �•;,:.yte��.;.v �:t;_Ly�:ryCrf�.l: �,., t: INSPECTION RECORD Retain a copy with permit PERMIT NO. (206) 431 -3670 Projeec�t. /?t7Z0 Type f inspection: c-7 /,G 7 /S67Jio Address: /9// -- 6- ,(4,41/4.64(.. F> Date called: Special instructions: Date want d: -- / 01(S /*I a.m. p.m. Requester: �o 77` Phone No.: ' Approved per applicable ;codes. Corrections required prior to approval. COMMENTS: C G ix l 04_ A./s x7?G1.917Bi1 /'& .7 ' C;723' 4r4 "4- reeky ,ts- 7W /. •.(e~ /S -./ t /s - e/ / .. D.,t6/5,(911 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must > be paid at 6300 Sputhcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 2HRC.2,0 ..,.,X LM VStsZlaMISIMOCIEWILVIRCIVOSOMPS:sazameZ2t8WWWAVIV PS321 VICI4E7 ' 'iSil.'! Et-: !' INSPECTION NO. *CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 1 t P o, cLJ4 1 v' �Jl) k { [/ 6-11 f, oApiirinesctrQtion: r+ Da ef�al f�II.q �t 1dss(t ,r... :Special instructions: ! iri (,(k leg- Datelw nted• ,..,c7j9 a.m. Ref V !,',4' % 06/2,44* c2,-6.../4. /& 1 4_, ?sc...:, Approved per applicable codes. orrections required prior to approval. COMMENTS: 0 /ii .. /4-C G. ( ../e 04 ir'•�- ) o 'oc.r Z.e)(256 4J ',`- ,, -(..//7 •.I' 70&/7` AT. AC? 0 0i2 C) , yo G 4 oia -� 41/XifC r TD V !,',4' % 06/2,44* c2,-6.../4. /& 0 a..// / 6. //C/ST c..e.„4•Tj @ nt-/ /4 /S7`0-- ic.i2ez J rd9-Q AX.fC. c 4 .. i. Date: In��� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipj No: Date: " -!•■•,.,■-;,..'.1 4,). ite,4‘ke4 ,`•,• • leiptiMMITATOMMIMMITI John W. Rants, Mayor Thomas P. Keefe, Fire Chief Permit N Project..Name Address 1/5g/1 Retain current inspection schedule Needs shift inspection Approved without correction notice l'Approved with correction notice issued • Sprinklers: A/ Fire Alarm: if Hood & Duct: A/ Halon: / Monitor: Pre-Fire: A/ Permits: Authoriie-d Signature FINALAPP.FRM FA) Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 Technical Specifications Drawings cti•o(s7 October 1998 RECEIVED CITY OF TUKWILA MAY - 6 1999 PERMIT CENTER King County Transit Division DEPARTMENT OF TRANSPORTATION TRANSIT SAFETY AND TRAINING FACILITY FIRE HYDRANT INSTALLATION Work Order No. TABLE OF CONTENTS 01010 SUMMARY OF WORK 01012 ' PRE-CONSTRUCTION SCHEDULE PARAMETERS . 01014 CONTRACTOR WORK COORDINATION AND USE OF PREMISES 01035 HAZARDOUS MATERIALS INFORMATION • 01062 PERMITS AND EASEMENTS 01063 SAFETY AND HEALTH REQUIREMENTS 01500 CONSTRUCTION FACILITIES • 01560 ENVIRONMENTAL CONTROLS 02260 • EXCAVATION SUPPORT AND PROTECTION 02315 EXCAVATION AND FILL 15310 FIRE PROTECTION WATER DISTRIBUTION SYSTEMS TABLE OF CONTENTS 432043-140 SECTION 01012 PRE - CONSTRUCTION SCHEDULE PARAMETERS PART 1 GENERAL 1.01 SUMMARY A. This Section describes the milestones and construction sequences that the Contractor shall incorporate into the performance of the work. • 1.02 CONTRACT TIME A. Complete construction and have it ready for use within sixty (60) calendar days after the effective date of Notice to Proceed. 1.03 SEQUENCE OF CONSTRUCTION A. In general, the following sequence of construction requirements shall apply: 1. Piping material procurement. a. Submit to the Engineer complete data on the piping material required for the work within five (5) calendar days from the effective date of Notice to Proceed. Include delivery time. b. Order the piping material immediately upon receipt of Engineer's approval of the submittal. 2. Schedule of work. a. Submit to the Engineer a work schedule within five *(5) calendar days from the effective date of Notice to Proceed. Include dates for the following activities: 1) Delivery of materials to the site. 2) Beginning'of excavation work. 3) Completion of trench bedding for pipe installation. 4) Completion of pipe installation. 5) Testing of new system. 6) Flushing of new system. 7) Trench backfill complete. 8) Completion of work. 3. Pavement removal and excavation. a. Do not proceed with pavement removal and excavation work until all the piping material has been delivered to the site. 4. Backfilling, a. Do not cover the piping and do not proceed with backfilling work until authorized by the Engineer to do so. 5. Testing. a. Complete testing of piping to the satisfaction of the Engineer before covering pipe joints. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 01012 -1 432043 -140 Engineer: The employees) designated by the County to act as the, County's representative at the work site and to perform construction inspection and administrative functions related to the work of this Contract. END OF SECTION 01010 - 2 432043 -140' 044sZt.'11,4,11V n, T: Pa : 7, Ki4>, r; Stt rOMV&4,,q,,',;4YCI5OVVI:VISYtl741 pytCx3!*.{4^ enf,il_»t4Drar*VIOVMM SECTION 01010 SUMMARY OF WORK PART1 GENERAL 1.01 SCOPE A. The work under this Contract shall consist of fumishing all tools, equipment, materials, accessories, utilities, Tabor, services and incidentals necessary to install a new fire hydrant at the County -owned Transit Training and Safety facility, located at 11911 East Marginal Way South, Tukwila, Washington. B. Work shall conform to these Specifications and Drawings. 1.02 OTHER ACTIVITIES NEAR THE PROJECT SITE A. No other construction activity is currently planned to take place at the project site. 1.03 EXISTING UTILITIES A. In general, the locations of existing utilities are indicated' on the Drawings. This information has been obtained from utility maps and field surveys. The County does not guarantee the completeness of this information, and it is to be understood that other aboveground or underground utilities or facilities not shown on the Drawings may be encountered during the course of the work. B. Prior to commencing demolition or excavation work, inspect the work site together with the Engineer. Become familiar with the locations of utilities existing in the areas where work is to be performed. C. Provide protection for all utilities identified as existing in the work areas. Maintain throughout the execution of the work. Prior to commencing demolition or excavation work, submit a proposed protection plan for review by the Engineer. D° Repair utilities damaged as result of Contractor's work to the satisfaction of the Engineer and at no cost to the County. 1.04 SPECIFICATION LANGUAGE A. Portions of the Specifications are written in imperative and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words "shall be" shall be included by inference where a colon (:) is used within sentences or phrases. 1. Examples: • a. Aggregate: ASTM C33 b. Adhesive: Spread with notched trowel. 1.05 DEFINITIONS A. Contractor. The individual, association, partnership, firm, company, corporation, or combination thereof, contracting with the County for the performance of the work. Also the individual designated by the Contractor to act on its behalf in matters related to the work contracted with the County. B. County. King County. C Day. Calendar day, unless specified otherwise. 01010.1 432043 -140 SECTION 01014 CONTRACTOR WORK COORDINATION AND USE OF PREMISES PART1 GENERAL 1.01 SUMMARY A. This Section specifies coordination for work performed at existing King County facilities. " 1.02 CONTRACTOR RESPONSIBIUTIES AND CONTINUITY OF FACILITY OPERATIONS A. The existing .facility will remain in operation throughout the performance of the work. Schedule and conduct the work to avoid shutdowns and interference with normal facility operations. B. Buses and other vehicles move throughout the facility at all times. Do not disrupt these operations. During construction, follow existing circulation patterns and adhere to posted speed limits. C. It is assumed that existing facilities outside the scope of this Contract are in good repair. Report existing damage or defects to the Engineer immediately and prior to the start of work. Damages caused by the Contractor shall be repaired and/or replaced to a condition equal to or better than that existing prior to the damage and at no additional cost to King County. D. Obtain written approval from the Engineer forty-eight hours In advance to take any utility, system, or process out of service. 1.03 KING COUNTY RESPONSIBILITIES A. Operations: King County's operating personnel will be responsible for operating the existing facility. Equipment in the facility must be available to facility's personnel at all times. If necessary, for the operation of the facility, the Contractor shall promptly relocate its equipment and materials to an area, which does not interfere with the facility operation. The Contractor shall not adjust or operate King County's equipment or systems except as specifically required for the work. Contact between IGng County's operational personnel and the Contractor shall be through the Engineer 1.04 TIME RESTRICTIONS A. Unless approved by the Engineer in writing, limit the hours of work to occur within 7:00 AM and 5:00 PM on weekdays. Work during weekends shall be subject to written approval by the Engineer. 1.05 PROJECT CONSTRUCTION COORDINATION A. Designate a representative to be on the site at all times during the construction. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 01014 -1 432043 -140 .PART 1 GENERAL 1.01 SUMMARY SECTION 01035 HAZARDOUS MATERIALS INFORMATION A. This Section provides information pursuant to 29 CFR 1926.1101, Chapter 296 -62 -07707 WAC, and to all other applicable requirements conceming the reporting of asbestos and lead containing materials in the areas affected by the work under this Contract. B. Related Sections: 1. Section 01063 - Safety and Health Requirements . 1.02 ASBESTOS INSPECTION REPORT A. In accordance with Chapter 296-62 -07707 WAC, King County conducted a good faith inspection of the project to determine the presence of asbestos. Based onrthe results of this inspection, it has been determined that the areas to be worked in/materials to be worked on or removed do not contain asbestos. 1.03 LEAD INSPECTION REPORT A. King County conducted an inspection of the project to determine the presence of lead. Based on the results of this inspection, it has been determined that the areas to be worked in/materials to be worked on or removed do not contain lead. 1.04 CONTRACTOR'S RESPONSIBILITIES A . For Contractor's responsibilities upon detecting suspect materials refer to Paragraph 1.06, Section 01063. 1.05 ' KING COUNTY'S RESPONSIBILITIES A. King County will be responsible for the inspection and testing work to determine if a suspect material contains asbestos, lead, or other hazardous substances. B. If the suspect material proves positive for asbestos, lead, or other hazardous substances, King County will be responsible for handling the material to obtain compliance with all applicable regulatory requirements so that the Contractor may then proceed. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 01035 -1 432043 -140 PART 1 GENERAL 1.01 PERMITS A. The County has been informed by the City of Tukwi la's Building Department, Fire Department and associated Water District that neither a building nor a grading nor a miscellaneous work permit is required for this project; therefore, the County has not obtained any permits. 1.02 EASEMENTS Not used. 1.03 PERMITS AND EASEMENTS OBTAINED AFTER BID SUBMITTAL Not used. • 1.04 •PERMITS TO BE OBTAINED BY CONTRACTOR A. Obtain work and trade permits as required. Prepare and submit to the proper authority information required for the issuance of such permits and pay costs thereof, including .agency inspections unless specifically provided otherwise in these Contract Documents. Provide a copy of each such permits to the Engineer. 1.05 POSTING PERMITS AND EASEMENTS A. Post permits and easements at the site of the work. 1.06 RESTORATION OF PROPERTY Not used PART 2 PRODUCTS Not used. PART 3 EXECUTION • Not used. END OF SECTION 01062-1 432043-140 PART 1 GENERAL 1.01 DESCRIPTION T:TSS+rut•env.�r'4,11. ta•rtsi,,mr,,,,, t1N? w =Yr t*X 119;?;thW,•'9.Mit,,,VIVJ.TNY.* *26/1a�'A5!A7e.5.^entiLd'astrel .A.*47 [o`! .03VATX SECTION 01063 SAFETY AND HEALTH REQUIREMENTS A. This section spec.ifies special procedures for handling hazardous/dangerous materials and wastes, contaminated water and soils, and complying with all applicable laws and regulations related to safety and health of the worker and the public. It is not the intent of King County to develop and/or manage the safety and health programs of contractors or in any way assume the responsibility for the safety and health of their employees. It is required that all contractors (General and . subcontractors) adhere to all applicable federal, state and local safety and health standards. The requirements set forth in this Specification are not all inclusive, but are intended to direct Contractors attention toward those requirements that have been found through experience to require special emphasis. B. Related sections: 1. Section 01035 - Hazardous Materials Information 2. Section 01560 - Environmental Controls 1.02 QUALITY ASSURANCE A. Contractors and all Subcontractors shall comply with all current applicable local, state and federal health and safety standards. 1.03 DEFINITIONS A. Hazardous materials: 1. Materials classified as "dangerous waste" in acconiance with WAC 173 -303 or that in sufficient quantities would be classified as "dangerous wastes." 2. Asbestos material, as defined in Puget Sound Air Pollution Control Agency (PSAPCA) Regulations, Article 10, Removal and Encapsulation of Asbestos Materials. 3. Polychlorinated biphenyl (PCBs), polynuclear aromatic hydrocarbons (PAHs), explosives, radioactive materials, and other materials designated as hazardous by regulatory agencies having jurisdiction over such matters. B. Contaminated materials: Substances containing materials in sufficient quantities such as hydrocarbons, PCBs, diesel fuels, gasoline, heavy metals, solvents, and other types of fuel oils present in the soil, water or air. 1.04 SUBMITTALS A. Accident Prevention Program: Submit a formal accident prevention program for the Contractor and each of its subcontractors in accordance with WAC 296 - 24-040 and 296 -155 -110. B. Submit a copy of indemnity and hold harmless agreements with the Accident Prevention Program. 1.05 LATENT WORK SITE HAZARDOUS MATERIALS A. Where in the course of performance of the work, materials reasonably believed or suspected to be asbestos, PCBs, lead, or other hazardous materials, are encountered, immediately suspend the work in the area affected and Immediately report the condition to the Engineer in writing. 01063 -1 432043 -140 B. Do not resume the work in the affected area thereafter except by written notice of the Engineer stating that the hazardous materials have been removed or rendered harmless. If removal is required, the materials will be removed and disposed of under the direction of King County and in compliance with applicable federal and state regulations. PART 2 PRODUCTS Not Used. PART 3 EXECUTION • 3.01 SAFETY AND HEALTH COMPLIANCE A. Ensure that necessary supplies are available to implement the Accident Prevention Program. B. Notify the Engineer immediately, for immediate transmittal to King County Health and Safety Program Office, of any accidents resulting in an immediate or probable fatality to one or more employees or the public, or which result in hospitalization of two or more employees. 3.02 Accident Prevention Program A. In the event that King County, regulatory agencies or jurisdictions determine the Accident Prevention Program to be inadequate to protect employees and the public: 1. Stop the work in progress until adequate safety measures are implemented. • 2. Modify the Program to meet the requirements of saitregulatory agencies, jurisdictions, and King County. 3. Provide the Engineer with the revisions to the Program within 7 days of the notice of deficiency. END OF SECTION 1 01063 -2 432043-140 SECTION 01500 CONSTRUCTION FACiUTIES PART 1 GENERAL 1.01 SUMMARY ztt A. This Section includes the following: 1. Temporary utilities: Electricity, lighting, telephone service, water, and sanitary facilities. 2. Temporary controls; Barriers, fencing, protection of work, and security. 3. Construction facilities: Parking. 1.02 TEMPORARY POWER A. Existing power service at the facility is available for Contractor's use. Permanent convenience receptacles may be utilized during construction. Provide flexible power cords as required. Provide temporary power source for electrical equipment requirements in excess of capacity provided above 1.03 TELEPHONE SERVICE A. Provide, for Contractor's own use, cellular phone service at the construction site. Pay for all telephone costs. 1.04 TEMPORARY WATER SERVICE A. Existing water service at the facility is available for Contractor's use. Provide temporary hoses and . piping as needed. Exercise measures to conserve water. 1.05 TEMPORARY SANITARY FACIUTIES A. Existing sanitary facilities are not available for the Contractor's use. Provide toilet and wash -up facilities for the work force at the site. Comply with applicable laws, ordinances and regulations . pertaining to the public health and sanitation. 1.06 PERMANENT AND OTHER KING COUNTY-OWNED FACILITIES A. Do not utilize King County -owned permanent facilities, such as air compressors, pumps, heating and ventilation equipment, air and power systems,' cranes and hoists in the construction of the project. B. Do not utilize other King County -owned facilities, such as fork lifts, shop tools, and mobile equipment, in the construction of the project. 1.07 BARRIERS A. Provide adequate barriers to prevent unauthorized entry to construction areas and to protect existing facilities from damage during construction and demolition operations. 1.08 CONTRACTOR'S SECURITY A. Provide security and facilities to protect the work and existing facilities from unauthorized entry, vandalism, or theft. King County will not be responsible for Contractor's losses resulting from lack of security by the Contractor. 01500 -1 432043 -140 444. 1.09 PROTECTION OF NEW WORK AND EXISTING PROPERTY A. Protect existing structures, property, cultivated or planted areas and other surface improvements from damage during construction. Protect new work. B. Repair or replace structures, work, materials or equipment damaged during the work under this Contract to the satisfaction of the Engineer and at no cost to King County. 1.10 MAINTENANCE OF TRAFFIC A. Limit it's activities to the work and staging areas shown on the Drawings and avoid interfering with bus movement and other transit related traffic within the base. Provide steel plates to bridge over open trenches to allow bus traffic. Cover trenches after working hours and whenever underground work is not being performed in trench sections of 15 feet or more in length. 1.11. PARKING AND STAGING AREA A. Use only the areas identified in the Contract Documents for staging, material stockpiling, equipment storage and parking of construction vehicles. Promptly remove from the site Contractor's equipment and vehicles no longer required to perform the work under this Contract. Failure to remove said equipment and vehicles from the site will result in the.Engineer arranging for its removal and storage outside the site at the Contractor's expense. C. Parking of Contractor's non - construction and employee vehicles shall not be allowed within the King County facilities. Procure parking for these vehicles elsewhere. D. Contractor shall be responsible for obtaining and paying for any off -site staging area. 1.12 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. Prevent dirt and dust from escaping trucks departing the site by covering dusty loads, washing truck tires before leaving the site, or other methods as applicable. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 01500 - 2 432043 -140 D. Noise levels for scrapers, pavers, graders and trucks shall not exceed 90 dBA. Other equipmerft, noise levels shall not exceed 85 dBA. Equipment that cannot meet these levels shall be quieted by use of improved exhaust mufflers or other means. 3.04 WATER CONTROL A. Temporary pumping and drainage: • 1. Conform to the regulations and requirements of legally authorized surface water management agencies. 2. Maintain the excavation free from water while construction is in progress. 3. Keep trenches and excavation free from water as required to permit continuous progress of, or to prevent damage to the work. Conduct operations in such a manner so as to prevent sediment from reaching the sewer. Provide temporary settling storage in the work area as required to trap runoff until the turbidity has settled and the water can be pumped into the sewer. 3.05 EROSION AND SEDIMENT CONTROL A. Perform temporary erosion and sediment control during construction. As a minimum, meet the following requirements 1. Stabilize exposed and stockpiled soils by the suitable application of structural control • measures. 2. • Protect storm drain. inlets so that storrnwater runoff does not. enter the conveyance system without first being filtered or otherwise treated to remove sediment: 3. Trench dewatering devices shall discharge into a'sediment trap. 4. Take provisions to minimize the transport of sediment (mud) onto the paved roads. If sediment Is transported onto a road surface, thoroughly clean said surface at the end of each day. 5. Remove temporary erosion and sediment control structural control measures as soon as the Engineer determines they are no longer needed. 3.06 PETROLEUM-CONTAMINATED GROUNDWATER Not used. 3.07 PETROLEUM-CONTAMINATED SOILS Not used. 3.08 EMERGENCY SPILL RESPONSE Not used. END OF SECTION 01560 - 2 432043-140 6;1110%,' SECTION 01560 ENVIRONMENTAL CONTROLS PART 1 GENERAL 1.01 SUMMARY A. This Section specifies temporary environmental controls that shall be maintained during construction. 1.02 REFERENCES Not used. 1.03 SUBMITTALS A. Prior to commencing work, prepare and submit to the Engineer a detailed plan showing the Contractors mitigation measures proposed for compliance with the environmental protection requirements imposed by the Specifications, City of Tukwila, and other authorities having jurisdiction over the site. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 TEMPORARY DAMS A. Except In time of emergency, earth dams are not acceptable at catch basin openings, local depressions, or elsewhere. Temporary dams of sand bags, asphaltic concrete, or other acceptable material will be permitted when necessary to protect the work, provided their use does not create a hazard or nuisance to the public. Such dams shall be removed from the site as soon as they are no longer necessary. 3.02 AIR POLLUTION CONTROL A. Do not discharge smoke, dust, and other contaminants into the atmosphere that violate the regulations of legally constituted authorities. Minimize dust nuisance by cleaning, sweeping, and sprinkling with water, or other means: The use of water, in amounts that result in mud on public streets, is not acceptable as a substitute for sweeping or other methods. 3.03 • NOISE CONTROL A. Construction involving noisy operations shall be restricted to the hours between 7:00 a.m. and 5 :00 p.m. Noisy operations shall be scheduled to minimize their duration. B. Comply with local controls and noise level rules, regulations and ordinances that apply to work performed pursuant to the Contract. C. Each intemal combustion engine, used on the Job or related to the job, shall be equipped with a muffler of a type recommended by the manufacturer. No intemal combustion engine shall be operated on the project without said muffler. 01560 -1 432043 -140 L SECTION 02260 • EXCAVATION SUPPORT AND PROTECTION PART 1 GENERAL 1.01 SCOPE A. This Section specifies requirements for excavation support and protection of trenches and open excavations greater than 4 feet in depth; or in excavations where the conditions of the existing soils jeopardize personnel safety or the integrity of existing structures. 1.02 REFERENCES A. This Section incorporates by reference the latest revision of the following document. It is a part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed document, the requirements of this Section shall prevail. Reference, jai je - WSSSCW Chapter 296 -155 WAC Washington State Safety Standards for Construction Work. 1.03 DESIGN REQUIREMENTS A. The design, planning, installation and removal of sheeting, shoring, sheet piling, lagging, bracing or other excavation protection, shall meet the requirements of WSSSCW Part N and be consistent with the Contractor's proposed excavation approach. Work shall be accomplished in such a manner as to maintain the required excavation or trench section, and to maintain the undisturbed state of the soils below and adjacent to the excavation. B. Undermining of the base and sub -base of pavement existing beyond the limits of pavement removal shown on the Drawings shall not be acceptable. The Contractor's proposed design, planning, installation and removal of excavation protection shall specifically address the method of compliance with this requirement. C. Horizontal strutting below the barrel of a pipe and the use of the pipe as support is not acceptable. 1.04 SUBMITTALS . A. Provide information required by WSSSCW Part N and the Contract Document. Submit plans for trench and other excavation support systems to the Engineer for review and comment, before commencing excavation work. Do not start excavation until the Engineer has issued written comments with the results of the review of the appropriate submittal documentation. Review and comments by the Engineer will be to ensure King County of the Contractor's general compliance with the Washington State Safety Code and shall not be construed as a detailed analysis for adequacy of the support system, nor shall any provisions of the above requirernents be construed as relieving the Contractor of its overall responsibility and liability for the work 02260.1 432043.140 PART 2 PRODUCTS PART 3 EXECUTION 3.01. GENERAL The construction of excavation support and protection shall not disturb the state of soil adjacent to the trench or excavation, and below the excavation bottom. Excavation support and protection components shall be removed after placement and compaction of initial backfiil, except as noted otherwise. Excavation work performed without excavation support and protection methods shall not disturb the state of soil adjacent to the trench or excavation, and below the excavation bottom. END OF SECTION 02260 - 2 432043-140 PART 1 GENERAL 1.01 SUMMARY .nM>SVmW MfSmSn••407 nnn..b1. 105. tk074 i 3tOSIWYfGlfLi'riWinUgT WiiXlC9M]Y"5iZMIN VOW.•, 4/n Er• MO!' gGRh4NAntLL1AT1i1 ."dU'QCY�2�J'.d.YYL+!id(i$�: SECTION 02315 EXCAVATION AND FILL A. This Section specifies excavation, removal of existing.pavement, filling, grading, and excess material control. B. Related Sections 1. Section 02260 - Excavation Support and Protection 1.02 REFERENCES A. This Section incorporates by reference the latest revisions of the following documents. They are a part of this Section insofar as specified and modified herein. In case of conflict between the requirements of this Section and the listed documents, the requirements of this Section shall prevail. Reference AASHTO T176 Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test ASTM C136 Method of Test for Sieve or Screen Analysis of Fine and Coarse Aggregates 'ASTM D1556 Method of Test for Density of Soil In Place by the Sand -Cone Method ASTM D1557 Method of Test for Moisture - Density Relations of Soils, Using 10 Lb. (4.5 kg) Rammer and 18 In. (457 mm) Drop ASTM D3017 Method of Test for Moisture Content of Soil and Soil Aggregates in Place by Nuclear Methods (Shallow Depth) ASTM D422 Method of Test for Sieve or Screen and Hydrometer Analysis of Fine and Coarse Aggregates 1.03 DEFINITIONS A. Compaction: The degree of compaction is specified as percent compaction. Maximum or relative densities refer to dry soil densities obtainable at optimum moisture content. 1.04 SUBMITTALS A. Whenever excavation will be 4 feet from existing grade or deeper, orwhenever in excavation shallower than 4 feet the conditions of the existing soils jeopardize personnel safety or the integrity of existing structures, submit the following: 1. Proposed excavation plan. 2. Proposed plan for compliance with the requirements for excavation support and protection of trenches and open excavations 4 feet or greater in depth, as specified in Section 02260. 02315 -1 432043 -140 Ak 'CnW4VaN!RFFMUMiW' =4,Kk' PART 2 MATERIALS 2.01 FILL MATERIALS A. Type A 1. Type A material (pit run) shall be a select granular material free from organic matter and of such size and gradation that the specified compaction can be readily attained. Material shall have a sand equivalent value of not Tess than 20 and shall conform to the following gradation: US standard . Percent by sieve size weight gassing 3-inch 100 1-1/2-inch 95 -100 No. 4 35=80 No. 10 10-70 No. 40 0-50 No. 100 0 -30 No. 200 0-5 (wet sieving) 2. The coefficient of uniformity shall be 3 or greater. 3. The material may be an imported quarry waste, clean natural sand or gravel, select trench excavation or a mixture thereof. B. Type B: Type B material shall be a clean gravel -sand mixture free from organic matter and shall conform to the following gradation: US standard Percent by • sieve size weioht gassing 3 inches 100 1 -1/2 inches 95 -100 No. 4 35 -100 No. 10 10-100 No. 40 0-60 No. 20 0-30 No. 200 0-10 C. Type C: Type C material shall be unclassified material. The material shall be free from peat, wood, roots, bark, debris, garbage, rubbish or other extraneous material. The maximum size of stone shall not exceed 6 inches. Type C material shall be obtained from on -site excavations and from spoils areas as directed by the Engineer. D. Type D: Type D material shall be granular material commonly known as pea gravel minus and shall conform to the following gradation: US standard Percent by sieve size weight classing 5/8 -Inch 100 1/2-inch 95-100 3/8 -inch 80-95 5/16 -inch 50-85 1/4 -inch 10-55 No. 4 0 -20 02315-2 432043 -140 PART 3 EXECUTION 3.01 GENERAL A. All work shall be accomplished in the dry. B. Control of Water Keep excavations free from water during construction. Draw the static water level down a minimum of 2 feet below the bottom of excavations to maintain the undisturbed state of natural soils and allow the placement of fill to the specified density. C. Excavated Material: 1. Unless otherwise specified, suitable excess excavated material (fill) shall be legally disposed of off -site. Selected fill, to be used for excavation backfill, final grading, or paving shall be stockpiled. 2. Protect stockpiles of excavated materials from wind or rain erosion by covering with tarps of the material specified, or other effective methods acceptable to the Engineer. 3. Stockpile excavated materials over liners. D. Hauling and Traffic Pattems: When hauling is done over highways or city streets, the Toads shall be trimmed and the vehicle shelf areas shall be.cleaned after each loading. The loads shall be watered aftertrimming to minimize dust. E. Finished Grade: 1. Finished surfaces shall be smooth, compacted and free from irregularities. The degree of finish shall be that normally obtainable with a blade- grader. 2. Finished grade shall be as specified by the contours ±0.10 -foot except where a local change in elevation is required to match sidewalks, curbs, manholes and catch basins, or to ensure proper drainage. 3. When the work is an intermediate stage of completion, the lines and grades shall be as specified ±0.5 -foot to provide adequate drainage. F. Location of Utilities: Prior to beginning excavation work in each work area, field verify the location of existing utilities. Expose a portion of each utility as required to verify its lateral and vertical location and avoid damage. Field verify location of those utilities shown on the Drawings as being within the limits of excavation and 2 feet or less outside said limits. Field verify the locations of those utilities for which elevations are not shown on the Drawings. 3.02 CLASSIFICATION OF FILL A. Place fill material in horizontal layers and compacted it with power operated tampers, rollers, idlers, or vibratory equipment Material type, maximum layer depth, relative compaction, and general application are specified in Table A. Unless otherwise specified, use fill dasses listed in Table A for the application listed under General Application. 07.315 - 3 432043 -140 _.._........... ..........._- ...+...„.......«.e a..wtr.v+.wv i0.tvMn'Irirvh'. i>1.44 h,Hty :R%VA'+1NN2.NAY1.VR'.'d7H ) t Table A, Fill Classifications e�at�Mml» wr�at +uis.&sa�r,x'+�r.rtC�ty�.!aM*t Maximum Minimum uncompressed relative Fill Material layer depth, compaction, Class tvoe inches percent General application Al A B1 C1 D1 8 95 . Slabs on grade and fill in all roadways. 95 Pipeline bedding, subsequent pipeline backfill in all roadways. 95 Structure backfill. 90 Subsequent pipeline backfill in unimproved areas. 95 Bedding for single pipes in confined trenches. 3.03 EXCAVATION AND FILL FOR PIPELINES AND CONDUITS A. Excavation and fill for pipelines and conduits Is specified in Table A and in the standard details. 3.04 FINISH A. Grade areas covered by the work, including excavated and filled sections and transition areas, uniformly to the elevations shown. The finished surface shall be reasonably smooth, compacted, and free from any irregular surface changes. The degree of finish shall be that ordinarily obtainable from a blade - grader operation. The surface of areas to be paved on which a base course is to be placed shall not vary more than 0.05 -foot from established grade and cross - section. 3.05 TESTS A. The Engineer will take samples and perform compaction tests during placement of backfill materials to check compliance with these Specifications. The Contractor shall remove surface material at locations designated by the Engineer and provide such assistance as necessary for sampling and testing. Testing by the Engineer does not relieve the Contractor of its responsibility to determine, to its own satisfaction, when and if its work meets the specifications. END OF SECTION 02315 - 4 432043 -140 •,x�.-.,tes.- •: -err.R o-....n,.,.r ,xax�w,a:t '0 ;7,%013,1!1 :4Ainra:: :.t1n °r' alts :nrxnaS'Ati441 MvNtr,r.',ArM,, a5tz 11' ,;aPram+:.-.'t••,.tt3eAtIva:SC, SECTION 15310 FIRE PROTECTION WATER DISTRIBUTION SYSTEMS PART 1 GENERAL 1.01 SUMMARY A. This Section specifies private fire protection water distribution systems. 1.02 QUALITY ASSURANCE A. References: This Section incorporates by reference the latest revision of the following documents. They are part of this Section as specified and modified. In case of conflict between the requirements of this Section and those of the listed documents, the requirements of this Section ' shall prevail. Reference Egg AWWA/ANSI Cement - Mortar Lining for Ductile -Iron and Gray -Iron Pipe and Fittings for C104/A21.4 Water AWWA/ANSI Ductile -Iron and Gray -Iron Fittings, 3 Inches through 48 Inches, for Water and C110/A21.4 Other Liquids AWWA/ANSI Rubber - Gasket Joints for Ductile -iron and Gray -Iron Pressure Pipe and Fittings C111/A21.11 AWWA/ANSI Thickness Design of Ductile -Iron Pipe C150/A21.50 AWWA/ANSI Ductile -Iron Pipe, Centrifugally Cast In Metal Molds or Sand -Lined Molds, C151/A21.51 for Water or Other Liquids AWWA/ANSI Ductile -Iron Compact Fittings, 3 Inches through 16 Inches, for Water and C153/A21.53 Other Liquids AWWA/ANSI Standard for Metal - Seated Gate Valves for Water Supply Service C500 ' AWWA/ANSI Dry Barrel Fire Hydrants C502 AWWA/ANSI Standard for the Installation of Ductile Iron Water Mains and Their C600 Appurtenances NFPA 24 Standard for the Installation of Private Fire Service Mains and Their Appurtenances B. Design requirements: Piping, valves and fire hydrants shall conform to NFPA 24 and the applicable standards form AWWA, Factory Mutual (FM) and Underwriters Laboratories Inc. (UL ). 15310 -1 432043 -140 1.03 SUBMITTALS A<;.; t4rxtY .�?y:treY.stnt,:.:i�;;,.:Y +%.[ psi' �aa_ T.:, 7FSR" 7F7�asY'- Y'- fir»::' l.: i' rc.' isx: wrfi• edn !kv:Mtvcn+"- `KM:!'Pt2i!S.wi+.'. • A. Prior to beginning construction, submit 4 copies of catalog sheets, or other documents, containing sufficient data to demonstrate compliance with the Specifications and Drawings. Submit data for all components of the piping system. Submit in conformance with the requirements of Section 01012, 1.03 A.1.a. B. Upon completion of work, submit a fully executed Contractor's material and test certificate in the form included in Attachment A to this Section 15310. PART 2 PRODUCTS 2.01 PIPE A. Pipe shall be ductile -iron, mechanical joint type, cement -mortar lined. Design, materials and manufacture shall comply with the following requirements: 1. Thickness: 0.25' (Pressure Class 350), or other thickness calculated in conformance with AWWA/ANSI C150/A21.50, using H -20 loading and burial depths as shown on the Drawings. 2. Lining: AWWA/ANSI C104/A21.4. 3. Joints:. AWWA/ANSI C111/A21.11. 2.02 FITTINGS A. Fittings shall be ductile -iron, mechanical joint type, cement -mortar lined. Design, materials and manufacture shall comply with the following requirements: 1. General: AWWA/ANSI C110/A21.4 or AWWA/ANSI C153/A21.53. 2. Lining: AWWA/ANSI C104/A21.4. 3. Joints: AWWA/ANSI C111/A21.11. 2.03 VALVES A. Hydrant shutoff valves shall be FM/UL gate type, iron body, double disc, mechanical joint ends. Acceptable,products shall be Mueller A2074 -20 or Engineer - approved equal, from American' Cast Iron Pipe Co./American Flow Control Division, Kennedy, or other manufacturer, meeting the following requirements: 1. General: AWWA/ANSI C500. 2. Working pressure rating: 175 psi minimum. 3. Joints: AWWA/ANSI C111/A21.11. 4. Stem: Non -rising (N.R.S.) with 2 -inch square wrench nut.' 5. Stuffing box AWWA style. B. Tapping valves shall be FM/UL gate type, iron body, resilient seated or double disc, with one end tapping flange and one end mechanical joint. Acceptable products shall be U. S. Pipe Metroseal 250 Fig. # 5860, or Engineer - approved equal from American Cast Iron Pipe Co./American Flow Control Division, Kennedy, or other manufacturer, meeting the following requirements: 1. General: AWWA/ANSI C500 or C509. 2. Working pressure rating: 175 psi minimum. 3. Joints: Mechanical Joint AWWA/ANSI C111/A21.11; Flanged Joint AWWA/ANSI C115/A21.15. 4. Stem: Non -rising (N.R.S.) with 2 -inch square wrench nut. 5. Stuffing box: AWWA style. 15310 - 2 432043 -140 2.04 HYDRANTS A. Hydrants shall be dry barrel, FM/UL, iron body, 6 inch mechanical joint inlet connection, minimum 5-1/4 inch main valve opening (MVO), 3-way type, with standard operating nut to match existing hydrants. Hydrants shall be constructed with safety break -away type flange that allows for upper barrel rotation and with safety stem coupling. Acceptable products shall be Mueller Super Centurion 250 or Engineer - approved equal from American Cast Iron Pipe CoJAmerican Flow Control Division, Kennedy, U. S. Pipe, Iowa, or other manufacturer, meeting the following requirements: 1. General: AWWA/ANSI C50; FM 1510 and UL 246. 2. Working pressure rating: 175 psi minimum. 3. Joints: Mechanical Joint AWWA/ANSI C111/A21. 4. Nozzles: 2 full flow 2 -1/2 inch hose connections and one full flow pumper connection of size meeting the requirements of the City of Tukwila Fire Department. • 2.05 VALVE BOXES A. Valve boxes shall be APWA, Olympic Foundry No. VB045, or Engineer - approved equal from Neenah, Sather or Sigma. Lid of valve box shall have the word "WATER" on it in raised letters. PART 3 EXECUTION 3.01 GENERAL A. Install, flush and test all components in conformance with the requirements of NFPA 24 and ANSI/AWWA C600. 3.02 FLUSHING A. Prior to connecting to the existing system, flush new piping in conformance. with NFPA 24, 9-1.1. Perform flushing in the presence of the Engineer. 3.03 TESTING A. Test new piping in the presence of the Engineer and in conformance with the requirements of ANSI/AWWA C600, 4.1. Meet the following requirements: 1. Test duration: 2 hours minimum. 2. Average hydrostatic pressure: 150 psi. 3. Allowable leakage: None. END OF SECTION 15310 - 3 432043 -140 SECTION 15310 APPENDIX A Contractor's Material and Test Certificate for Private Fire Service Mains PROCEDURE • • • Upon contpietlon at work. inspection and tests steal be made all the convectors regrew**, lvs and.ritnessed by an owner: representative. M Woos star be corrected and system left in service before contractors persoev+M Orally lave the job. A cantilcate slur be lied out and signed by both representaSves. Copies stta1 be prepared tor aoprovinq summates, owner& and contactor. It is uderseood the owners reoresenmsbve's signature In no way prejaadcss any claim against contractor tor faulty mortal. poor worlansneltkt. or tar to to comply win approving *mantra ty's requ4amerres or local ordinances, . PROPERTY NAME - + DATE • PROPERTY AOORESS • • • PLANS ' ACCEPTED BY APPROVING AUTHORRIES (NAMES) . . . ADDRESS . INSTALLATION CONFORMS TO ACCEPT-63 PLANS ❑ YES ❑ NO EQUIPMENT USED IS APPROVED ❑ YES ❑ NO IF N0. STATE DEVIATIONS • • INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS ❑ YES ❑ NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? . IF N0. EXPLAIN • HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND. CARE MO ❑ YES ❑ NO MAINTENANCE CHART'S BEEN LEFT ON PREMISES? IFF NO. EXPLAIN • • , LOCATiCN SUPPLIES BUY.DeVGS PIPES AND JOINTS • PIPE TYPES AND C3.ILSS , f ( TYPE JOINT • PIPE CONFORMS TO STANDARD ❑ YES ❑ NO TO STANDARD RTTIPNGSp� IF NO. A►P1�RM ❑ YES ma No • BURIED JOINTS NEEDING ANCHORAGE CLAMPED. STRAPPED. OR ACCORDANCE NCCE WITH swami IN 0 YES - NO STANDARD IF NO. EXPLAIN • TEST DESCAIPT10N E] M ' Flow the required rata urdr water is dear as Indicated outlets such as hydrants and blow-oils. Flush at bows not teas (2309 Urnrn) for Seines pipe, 660 GPM (3331 Limit) tor 6-inch (4235 Lhnirt) tor 10 inch pipe. and 3320 GPM (13323 Lhnks) br Pow rates. Main ms reap avaiable. • HYDROSTATIq HydWoraatic teas star be made at•not less Yen by no code:Pon 1 foreign mateital in burlap bags at than 390 GPM (1473 Chitin) for 4- ncts pipe. 610 GPM pipe. 15450 GPM (5905 I./min) for 6-inch pipe. 2440 GPM 12-ixn 12-ix pipe. When supply cannot produce stipulated 200 pet (13.1 tiers) for taw hours or 50* (3.4 bars) worlahanship is satisfactory. have NM or no leakage at 2 qts per hr. (1.19 Lb) per 100 joints krespective d pipe be increased by 1 r az pr In. valve diameter per hr. satxbr. It dry barrel hydrants are tested with Yee main az per minute (130 nt1wi) leakage is permitted for above ssaac pressure in excess at 150 psi (10.3 bars) for two hours. LEAKAGE: New pipe laid with rubber gaeitated joints slue. It the the jorad. TIe imam at leakage at Yee joistis star not mimed dtemetec. The amount of allowable leakage speeded above may (30 mt125 math) for seat metal seated valve isolating the teat valve open. as the hydrants are under pressure. an additional 5 each Moans • FLUSHING TENS NEW PIPING RUSHED ACCORDING TO STANDARD - YES ❑ NO BY (COMPANY) . IF NO. EXPLAIN . HOW FLUSHING FLOW WAS OBTAINED ❑ PUBUC WATER ❑TANK OR RESERVOIR ❑FIRE PUMP THROUGH WHAT TYPE OPENING ❑ HYDRANT BUTT =OPEN PIPE LEAD -INS FLUSHED ACCORDING TO STANDARD fa YES NI NO BY (COMPANY) IF NO. EXPLAIN , HOW FLUSHING FLOW WAS OBTAINED ❑PUBLIC WATER ❑TANK OR RESERVOIR ❑FIRE PUMP THROUGH WHAT TYPE OPENING ❑ Y CONN. TO FLANGE ❑OPEN PIPE b SPIGOT 15310 APPENDIX A -1 432043 -140 410eAnc TEST . _ ALL NEw PIPING HYDROSTATICALLY TESTED AT ' PSI POR HOURS . BURIED JOINTS COVERED CI YES C3 NO . . . • LEAKAGE TEST TOTALAMOUNT OF LEAKAGE MEASURED .: NO LEAKAGE ALLOWED ' GAM HOURS . FOR VISIBLE JOINTS ALLOWABLE LEAKAGE (BURIED) • NO LEAKAGE ALLOWED GALS HOURS FOR VISIBLE JOINTS . . HYDRANTS NUMBER INSTALLED TYPE ANO MAKE . . 1 ALL OPERATE sam YES mcroRm NO y Ci CI . . CONTROL VANES • VOTER CONTROL VALVES wr WIOE OPEN . C2 YES te410,, STATE REASON • • • HOSE THREADS OF FIRE DEPARTMENT CONNECTIONS AND HYDRANTS CZI YES C: NO INTERCHANGEABLE WITH THOSE OF FIRE DEPARTMENT ANSWERING ALARM ' REMARKS pm LEFT IN sews ADDIMONAL CtIMMIEWM . ..• • • . . . • ' SIGNATURES . . NAME OF INSTALLINGCONTRACTOR • • TESTS wirmmmumillY . POR PROPERTY OWNERIsmaan TITLE • I. . * . • I 14A71 • FOR INSTALLING CONTRACTOR (SIGNED) 1 TITLE • . 1 CMTE ADOMONAL ANATION NCI NOTES . . • . . . • 15310 APPENDIX A - 2 432043-140 W 1111:1 p 111IIIRn �'llllgltllil" ijil I��III III 111111II4IIIIII re 0 R S 3M ONSP 0 w N 9 n N 0 O W 0 m co ONE INCH AT rULL SIZE, ir NOT ONE INCH SCALE ACCORDINGLY _ On 1G 0 Ocl 1098 043 -9301 ddi9CI01.dwY,0 :\IRAs PRONRANe+sc \S0 \48204!.140\ o ,,I �, ,lullll���,,, -- I,III��. lorilllllumiglli, ualuu IJII Ilill�111lll1nii , ,,,,,�l I �u II II 1111111111111111 )� III :alllll I' I I VIII I I IIII►►II► puq l ,) III �I@ � > 1 I IIII(IIII) ill 1 1 � x X • c ...., e 1 II)I � ►� III,�i�►illliilllllll II,, tj'�111�I1uu,,n ,` .;Illlllll) ,'i�., - � ' 1ulli ui 1 , tl l � . 13 rJ l`IIII1f111�II�IIIIIIfi) 2 o r J •. • i Y ;_fr �'� ��, 1 1 1 1 1 1 -1 - _\,:•1.6.66., _ • f . �-'�� \ /"Trs -4-C%-- A ,. 2' y i o SOUTH BASE LOCAT] NOT TO SCALE Z O PROJECT LOCATION 0 0 PERMIT SET - 10/98 FOR INFORMATION ONLY O o - N Vr..... 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Job NNW _ 1 19221 5 P 8111 NE 28' x 32' Std Classroom Page Writer I Seek WA 98155 r - (425)4834126 For (425)485-1131 Dareptiox • Cover • 23' x 32 9 For " Evergreen Mobile Company 14219 35th Ave NE Marysville, UJashington Job S/N by Nelson Consulting Engineering F5 Job * 9E3069 EXPIRES MARCH 23, 2000 RECEIVED CITY OF TUKWIIA MAY 6 1999 PERMIT CENTER itIA1-061 7 1.!w c he Ps i Na, 98069 1 N.-- , ( ' Pfflfind bY: fug. 19er 581►Ai NE 28'x 32' Std Classroom Pogo Mabee Ste, WA 88155 • (4257 x-0128 For (425) 485-11X Q salad w 2 / / Index J Index: Page: Acceptance letter Cover sheet Index 2 Codes; Specirications $ Materials 3 Design loads 4 Roor sheathing, root truss loads 5 Wall studs 6-8 Window/Door headers 9- it Floor joists 12 -14 Exterior Columns 15 -16 Footing, overturning, lateral straps 11 Lateral analysts 1 -5 /L Shearwa ll key 6/L Shearwa ll Schedule 1/L Shearwall Design 8 -22/L ( t. Nehos•dPB 19221 StleAte P E Sal" WA 98155 . (426) 4038121 Far (424 4854136 (m * 'Um m !06/9.\ catimir 98069 28'x 32' Std Class us m Pegs W bv: Owor#lrr 3 / Codes, Loads, Specs J Codes and Specifications: 1. Project specifications: WAC 296 -I50F NBC) 2. Uniform Building Code, 1997 Edition 3. ANSI A58.! Building Code requirement for minimum design loads in buildings and other structure& 4. National Design Specifications for Stress Grade Lumber and Fastenings (NFPA) 5. Plywood Design Specification with Supplement 1,2 $ .3, by American and Fastenings (NFPA) by American Plywood Association. 6. International Conference of Building Officials (ICBO) Evaluation Report No. 1329, June 19$8 "Steel Gusset Plate Fasteners" Report No. 2403 Report No. NER - 108 Plywood diaphragms and shearwalls Report No. NER . - 272 Evaluation Report No. 1591, August 1990 "Steel Gusset Plates" Ma teria Is 1. Plywood - CD plugged, stress level 52, species group 1 2. Lumber: - 1-1em Fir No. 2 or better 3. Steel - Mild steel (ASTM A36) Bolts: ASTM 4325 All thread: A36 or 4307 mild steel 4. Tie downs - Tie Down Engineering Inc. Strap * M5 670 (3150* working capacity) Anchor ItIRA (7500* Ultimate Strength) (13,150* tested) 1 PS 1922I 510 ?E SMfs, WA 98155 (425) 4834125 Far (425) 4854136 gio..db ,/0 /'.. 6/9 bM L�4 98069 28' x 32' Std Classroom Pep Mumble 4 / J L 1 Nam / L Deszlobr vertical Analysis Design Loads: Uniform Live Loads: Roof: 25 P5F (with 2 month duraction factor) Floor: 40 PSF uniform load Concentrated Live Loads: Roof: 300 pound load on 3" diameter disk Floor: 1000* on area 2.5' square Wind Loads: 80 MPH Exp "C" Per 1997 USG Chapter 16, Div 111, Section 1620 "Design Wind Pressures" P : Ce Cq qs Iw (20.1) Ce = 1.06 (Table 16 -G, less than 15') Cq = 13 (Table 16 41, method 2) qs = 16.4 (Table 16 -F, 80 MPI !) 1 = 1.0 (Table 16 -K) Seismic Coefficients: Per 1997 UBC 1630232 V :3.0CaW R Z : 03 (Zone 3) Soil type : 56 (Default for Zone 3) Ca : 36 (Table 16 -Q, Z : 3, Sd) R = 5.5 (Table 16 -N, bearing wall system, ply walls) V = (3.0X36) w 5.5 V =20 W Per 16123.1 use E/1.4 V = .20 W / 1.4 = .14 W Check Roof' Sheathing iii CDX Plywood USG Identification Index: 24/16 Maximum span = 24" oc Edges are unblocked, deflection limited to 1/180 Table 23- 1- 5- 1(1994 UBC) s span up to 24" allowable total Toad is 50 P5F, with a live load of 30 P5F Roof actual live load is 25 PSF, so OK Roof' Trusses: Trusses are engineered by the manufacturer. Roof Dead Load: Roofing: V2 Plywood Truss 9 24" oc R30 Insulation Ceiling Fixtures 116 058 Total DL: Truss uniform Toad: P5F 3.0 18 2.8 3.0 1.8 0.4 12 14.0 2442 (14 + 25) : 15PLF is cor�t PS( Jab �� '�,,,, � ‘- %/m7/98� (�98069 C_; dab Nang: 28' ( 18n15mrAw N 28 x 32' Std Classroom pegs Sams WA 88153 (425) 4 3128 Far (425)485.1135 6 / Wail Studs Typical Wall Studs Check studs for two Toad cases: (1997 U5C 16123 .2) 1. Full snow + roof dead Toad, + viz wind. 2. iz roof snow + roof dead Toad + Full wind. Roof tributary area per stud : 14.8 5F Roof TL = 39 P Studs are spaced at l6" oc, 133 SF per linear foot tributary Wind load is 22f P5F per pace 2/L (less than 15') Load Case Axial Load (kips) Wind (PLF) 1 .577 15 2 .392 30 Refer to pages 7 18 for stud design Conclusion: 2x6 1HF Stud Crade 9 l6" oc is OK r COMBINED FLEXURE AND AXIAL LOADING MEMBER: TYPE OF WOOD: 8 Fb = 0.675 Fc = 0.800 E = 1200 Y Page: 7 28' x 32' Standard Classroom Exterior studs - Load case 1 (choose from) 1) #2 HEM -FIR (2x) 8) STUD HEM -FIR (2 ksi 2) #1 HEM -FIR (2x) ksi 3) #1 HEM -FIR (>5x5 POST) ksi 4) #2 DOUGLAS -FIR (2x) 5) #1 DOUGLAS -FIR (2x) 6) #1 DOUGLAS -FIR ( >5x5 POST) 7) GLU- LAMINATED COLUMN DIMENSIONS: b= 1.5 in d = 5.5 in L= 8.3 ft Y UNBRACED LENGTH: i b major Lx = 8.3 ft minor Ly = 2.0 ft UNIFORM LOAD: major Y- AXIS = minor X- AXIS = POINT LOAD: major Y- AXIS = minor X- AXIS = AXIAL LOAD= eccentricity (Mx dir.) = eccentricity (My dir.) = Load Duration Factor = 0.015 Idf 0.000 kif 0.00 K 0.00 K ea 0.0 ft 0.0 ft 0.577 Kips 0.0 in 0.0 in 1.00 X- MOMENT= (major) Y- MOMENT= (minor) 0.128 K -ft 0.000 K ft SLENDERNESS RATIO: OK DEFLECTION: Y- AXIS = 0.06 In U 1580 X- AXIS = NO LOAD in L/ VALUE! COLUMN STRESSES: fc = 0.070 fbx = 0.203 fby = 0.000 Fc = 0.764 Fbx = 0.657 Fby = 0.675 ksi ksi ksi ksi ksi ksi COMBINED STRESS RATIO: Sec. 2308.2 = 0.33 COMBINED FLEXURE AND AXIAL LOADING MEMBER: TYPE OF WOOD: 8 Fb = 0.675 Fc = 0.800 E = 1200 I Y b UNIFORM LOAD: major Y- AXIS = minor X AXIS = POINT LOAD: major Y- AXIS = minor X- AXIS = Page: 28' x 32' Standard Classroom Exterior studs - Load case 2 (choose from) 1) #2 HEM -FIR (2x) 8) STUD HEM -FIR (2 ksi 2) #1 HEM -FIR (2x) ksi 3) #1 HEM -FIR ( >5x5 POST) ksi 4) #2 DOUGLAS -FIR (2x) 5) #1 DOUGLAS -FIR (2x) 6) #1 DOUGLAS -FIR ( >5x5 POST) 7) GLU- LAMINATED COLUMN DIMENSIONS: b = 1.5 in d= 5.5 in L= 8.3 ft UNBRACED LENGTH: major Lx = 8.3 ft minor Ly = 2.0 ft AXIAL LOAD= eccentricity (Mx dir.) = eccentricity (My dir.) = Load Duration Factor = 0.030 kif 0.000 kif 0.00 K 0.00 K 0.0 ft 0.0 ft 0.392 Kips 0.0 in 0.0 in 1.00 X- MOMENT= (major) Y- MOMENT= (minor) 0.255 K-ft 0.000 K -ft SLENDERNESS RATIO: OK DEFLECTION: Y- AXIS = 0.13 in U 790 • X- AXIS = NO LOAD in U *VALUE! COLUMN STRESSES: fc = 0.048 fbx = 0.405 fby = 0.000 Fc = 0.764 Fbx = 0.657 Flay = 0.675 ksi ksi ksi ksi ksi ksi COMBINED STRESS RATIO: Sec. 2308.2 = 0.64 Typical Bearing Wall Window Headers Uniform Toad on header = (14 + 25X72)= 304 PLC Refer to pages 10 1 11 for design of (2) 2x8 header (1-F 02) DOUBLE 2X PLATE 5' -0" RO (MAX) 28' a 32' Standard Classroom Beam - Bearing Wall Header Input Data Span Horizontal Actual Left Right Span Length Support Support Length Width Width ft ft in in Member 1 Span 1 5 5 1.5 1.5 Overall Length 5 5 Notes: • Lengths are to center line of bearing. • Slope is 0 in 10. • Eave Height is 0 ft. • Spacing or tributary width is 7.8 ft. Area Loads Dead L ve Wind Snow. • Non Composite Construction kTf Post Composite Construction .bf Non Composite kf Post Composite W Floor ksf Roof ksf ksf ksf 0.025 N/A 0 _ N/A 0.014 0.04 0.025 0 Notes: • Positive loads act down. • Distances are measured along horizontal axis. • Live loads are patterned to 100%. • Weight of members is automatically calculated Summary of Member Forces - Load Combinations Member Span Shear Max Bending Max. Torsion Deflection K h -kip fr -kip in 1 1 0.77 0.96 -0.043 Reactions Support 1 2 Load Horizontal Vertical Moment Comb. K K ii-kip Roof 0.00 0.77 0.00 Roof 0.00 0.77 0.00 28' a 32' Standard Classroom Beam - Bearing Wall Header Timber Design 1 - Option 1- Check of Member 1 - 2x8x2 t� Design Data Check of Member 1- 2x8i2 if Material Type is No. 2 -Hem -Fir - Dimensional . Asia/ ksi Check for repetitive use? No ' Top Flange Bracing is Braced At Supports Eh: 1300 ksi Moist use? No • Bottom Flange Bracing is Braced At Supports Eh: 1300 ksi Shear CH = I Snow Ce 1 - This is not a spaced colunm Fh: 0.85 ksi Side Loaded? No Value K, =1.0 F,: 0.5 ksi Overstress facwr se 1 0 L, = F,: 125 ksi Allowable Roof Live Load Deflection = L/240 Allowable K:• • 1.0 Fu: 0.405 ksi Allowable Roof Total Load Deflexion = L/180 1.275 L.• = F.: 0.075 ksi Critical Stress Details Ca G Ce Ch c,. C, Ce CT G Span 1 1.25 0.98 1 1 1 1 1 1 C., Span 1 1.2 1.2 Cr. 1.05 Cn. CM. C.LL CI* CZ 1 1 1 1 1 1 Member is stressed in span 1 to 84 1% of allowable. Governing load combination is Roo£ Maximum hanger forces: 0.77 K (Left) and 0.77 K (Right). Minimum Bearing Span Actual Left Support Right Support Length Min. Bearing Min. Bearing h in in Span 1 5 1.5 1.5 Program Version 4.02 - 7/1/1997 Reaction K Asia/ ksi Bending - X ksi Bending - Y ' ksi Shear ksi LL Deli: in TL Defl. in Span 1 Value 0.77 0 0.439 0 0.039 -0.043 -0.043 Allowable 0.911 1.641 1.258 1.275 0.094 0.25 0.3333 %of Allow. 841/ 0 V 3511 0 i✓ 42 V 17 ✓ 12 V Location 0 2.5 2.5 2.5 4.3333 2.5 2.5 Ca G Ce Ch c,. C, Ce CT G Span 1 1.25 0.98 1 1 1 1 1 1 C., Span 1 1.2 1.2 Cr. 1.05 Cn. CM. C.LL CI* CZ 1 1 1 1 1 1 Member is stressed in span 1 to 84 1% of allowable. Governing load combination is Roo£ Maximum hanger forces: 0.77 K (Left) and 0.77 K (Right). Minimum Bearing Span Actual Left Support Right Support Length Min. Bearing Min. Bearing h in in Span 1 5 1.5 1.5 Program Version 4.02 - 7/1/1997 Heleen Cool Engineering 192215EIAte AE Ste, WA 98156 (424 44126 Rix (424 X1138 Ps PIw■rJ* /Uwe . f°111: r'?/i e Job 28' x 32' Std Classroom Davebr Floor Joists mr 98069 Pegs Numbor: 12/ Typical floor Joists Design Loads: Live Load: Dead Load: Flooring: 3/4" T 4C- Ply: Insulation: Joists (2x12 9 16" oc) Underclosure Total Dead Load Total Load Classroom Area P5)= 40 13 2.3 2.0 3.3.. 3 9b .P&P use 10 1=5F 50 PSF Refer to pages 13, 14 For design of typical Joists - 2x10 WF "2 6 16" oc 28' a 32' Standard Classroom Beam - Tv!) Floor Joists • Input Data Span Horizontal Actual Left Right Span Length Support Support Length Width Width ft ft in in Member 1 Span •1 13.3 13.3 2 2 Overall Length 13.3 13.3 Notes: • Lengths are to center line of bearing. • Spacing or tributary width is 1.33 ft. Area Loads Dead Live Wind Snow Non Composite Construction ksf Post Composite Construction ksf Non Composite ksf Post Composite ksf Floor ksf Roof ksf ksf tat' N/A 0 N/A 0.01 0.04 0.025 0 0.025 Notes: • Positive loads act down. • Distances are measured along horizontal axis. • Live loads are patterned to 100 %. • Weight of members is automatically calculated. Summary of Member Forces - Load Combinations Member Span She Max Bending Max. Torsion Deflection K ft -skip it -kip in 1 1 0.46 1.52 -0.397 Reactions Support 1 2 Load Horizontal Vertical Moment Comb. K K ft -kip Floor 0.00 0.46 0.00 Floor 0.00 0.46 0.00 28' x 32' Standard Classroom Beam - Tvp Floor Joists Timber Design 1 - Option 1- Check of Member 1 - 2x10 P Design Data Check of Member 1- 21,101 Material Type is No. 2 - Hem -Fir - Dimensional Check for repetitive use? Yes Top Flange Bracing is Fully Braced E.,: 1300 ksi Moist use? No Bottom Flange Bracing is Braced At Supports Et„: 1300 ksi Shear Cy - 1 Snow Ca- 1 This is not a spaced oolunm Ft,: 0.85 ksi Side Loaded? No Ky = 1.0 F1: 0.5 ksi Overstress factor = 1.05 Ly = Fe: 1.25 ksi Allowable Floor Live Load Deflation -1/360 Kr -1.0 Fa: 0.405 ksi Allowable Floor Total Load Deflection - L/240 Ls, = F.: 0:075 ksi Critical Stress Details G Scan 1 1 11 C� C., 1 1 1 C, Cr G Ca Cr C. 1.15 l 1 1 1 G. Cn Cure Ce. Cre C.� C,„ CrQ Soan 1 1.1 1.1 1 1 1 1 1 Member is stressed in span 1 to 89 J% of allowable. Governing load combination is Floor. Maximum hanger forces: 0.458 K (Left) and 0A58 K (Right). Minimum Bearing Span Actual Left Support Right Support Length Min. Bearing Min. Bearing in in Speo 1 13.3 1.5 1.5 Program Vas ion 4.02 - 7/1/1997 Reaction K Asia! ksi Bending - X ksi Bending - Y ksi Shear ksi LL Defl. in IZ Dell. in Span I Valise 0.458 0 0.855 0 0.043. -0.397 -0.397 Allowable 0.608 1.25 1.075 1.075 0.075 0.4433 0.665 % ofAllow. 75 ? 0 V 79 � 0 li 58 V 89 0 59 ? Location 0 6.65 6.65 6.65 12.4458 6.65 6.65 G Scan 1 1 11 C� C., 1 1 1 C, Cr G Ca Cr C. 1.15 l 1 1 1 G. Cn Cure Ce. Cre C.� C,„ CrQ Soan 1 1.1 1.1 1 1 1 1 1 Member is stressed in span 1 to 89 J% of allowable. Governing load combination is Floor. Maximum hanger forces: 0.458 K (Left) and 0A58 K (Right). Minimum Bearing Span Actual Left Support Right Support Length Min. Bearing Min. Bearing in in Speo 1 13.3 1.5 1.5 Program Vas ion 4.02 - 7/1/1997 Job y.�. r. . A - g�.,81 98069 19221 510 m AE 28' x 32' Std Classroom Pep •►: Seek WA 98155 __rax / (423) 48341126 lac ( yes -11 Columns Columns Uniform Load = (7'X25 + 14 Psi) = 273 PLF Maximum axial load is 4.4 K Refer to page 16 for design of columns typ exterior column is (2) 2x6 or (1) 4x6 1.11='2 Roof Truss es of marriage Tine gob Column Flan COMBINED FLEXURE AND AXIAL LOADING MEMBER: TYPE OF WOOD: 8 Fb = 0.675 Fc = 0.800 E = 1200 Y X UNIFORM LOAD: major Y- AXIS = minor X AXIS = POINT LOAD: major Y- AXIS = minor X- AXIS = Page: 16 28' x 32' Standard Classroom Exterior Column @ Truss (choose from) 1) #2 HEM -FIR (2x) 8) STUD HEM -FIR (2 ksi 2) #1 HEM -FIR (2x) ksi 3) #1 HEM-F1R ( >5x5 POST) ksi 4) #2 DOUGLAS -FIR (2x) 5) #1 DOUGLAS -FIR (2x) • 6) #1 DOUGLAS -FIR ( >5x5 POST) 7) GLU- LAMINATED COLUMN DIMENSIONS: d b= 3 in d = 5.5 in L= 8.3 ft UNBRACED LENGTH: major Lx = 8.3 ft minor Ly = 2.0 ft AXIAL LOAD= eccentricity (Mx dir.) = eccentricity (My dir.) = Load Duration Factor = 0.015 kif 0.000 kif 0.00 K 0.00 K @ 0.0 ft 0.0 ft 4:400 Kips 0.0 in 0.0 in 1.00 X- MOMENT= (major) Y- MOMENT= (minor) 0.128 K ft 0.000 K -ft SLENDERNESS RATIO: OK DEFLECTION: Y- AXIS = 0.03 in L/ 3160 X- AXIS = NO LOAD in U *VALUE! COLUMN STRESSES: fc = 0.267 fbx = 0.101 fby = 0.000 Pc = 0.764 Pbx = 0.672 F'by = 0.675 ksi ksi ksi ksi ksi ksi COMBINED STRESS RATIO: Sec. 2308.2 = 0.30 ) .,:-...:;.::::::,;:.;•..NelsonConsulting Engineering PS 'ivaiitiiiitiiiis.aios(42s.:4439420). • !...: 44; [Footing and Overturning calculations for double or tripte Wide MOdUlar , . • • • P • P (int) Variables: Height of roof above grade: ITLX.9.74).14 Single Module with (FT) Modular Bldg with (FT) Modular Bledg length (FT) Modular Bldg height (FT) Roof dead load (P5F) -•1144•40g Roof snow/live load (P5F) Floor dead load (P5F) Floor live load (P5F) Wind Base Shear: 9,763 Pounds Building Weight: Roof Floor Wall Wt Total: DL + LL DL 12,544 8,960 11,520 LL 22,400 43,313 0.* 33,024 98,737 Wall dead load (PSF) Horiz Wind (PSF) Sollbrg pressure (P5F) 65,713 Square ftg size (Inches) Pounds C(ext) = 2,354 P(ext)(DL) 11,136 P(ext)(TL) 27,564 P(Int)(TL) 43,608 Pounds Pounds Pounds Pounds MEM Capacity of lateral anchor straps Pounds Total Number of footing lines • Required number of lateral anchor straps (ea side): 4 4- Number of Footings : • TL TL + Wind Capacity of ftg (pounds): Footings Req'd ea side: nos Interior Lines: 8,000 10,640 3.46 5.45 Use: 3 5 1 Nelson Consulting Engineering PS 19221 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 4851136 Prepared by: JN Date: 6/7/98 Job Number 98069 Page: 1/L Job Name 28 x 32 Class Task: Lateral analysis of double wide modular building • Disclaimer this engineer's work is limited to the contents of these calculations. Balance of :the work on this project is by others. This work is parepared for the sole benefit and use of the Client. No other persons may use any portion of this work without written permission of the Engineer. Client Evergreen Mobile Company Address: 14219 35th Ave NE, Marysville, WA Code: Uniform Building Code 1997 Edition Lateral Loads: Gravity Loads: Roof: Wind: 80 Mph Seismic Zone: 3 Live/Snow Load Roof Dead Loads Roofing 1/2 Piy or OSB insulation Trusses Ceiling Misc Mech and Electrical Total Dead Load: Roof Total Load Exterior Wall: Interior Wall: Wall Dead Load PSF: Wall Dead Load PSF: 0 Nelson Consulting Engineering PS 1922158th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 4851136 Prepared by: JN Job Number 98069 Job Name 28 x 32 Class Date: 617/98 Page: 2/L Lateral Analysis of 28 x 32 Class Wind Design: P = (Ce)(Cq)(qs)(I) 1618(18 -1) Exposure: C Ce Cq qs 1 P • • to 15' 1.06 1.3 16.4 1 22.6 15' to 20' 1.13 1.3 16.4 1 24.1 20' to 25' 1.19 1.3 16.4 1 25.4 25' to 30' 1.23 1.3 16.4 1 26.2 30' to 40' 1.31 1.3 16.4 1 27.9 40' to 60' 1.43 1.4 16.4 1 32.8 Wind Load to Diaphragms, PLF North-South Roof Diaphragm East -West 11 y Roof Diaphragm 196 156 Wind Uplift Pressure Level Uplift Net PSF Uplift to 15' 20.9 6.861 15' to 20' 22.2 8.2 20' to 25' 23.4 9.4 25' to 30' 24.2 10.2 30' to 40' 25.8 11.8 40' to 60' 28.1 14.1 Wind Diaphragm Loads: Wind Base Shear North-South East -West • Pounds 6276.139 4380 4E_ N- S E -W 196 Plf 156 Plf Nelson Consulting Engineering PS 1922158th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 Prepared by: JN Date: 6/7/98 Job Number: 98069 Page: 3/L Job Name 28 x 32 Class Seismic Design: V = (3.0)(Ca)(W) /R 16282.1 (28.1) Seismic Zone: V = 0.14 W 1997 UBC Z= 0.3 Ca= 0.36 R 5.5 (Table 16N for Plywood Shearwalls) Calculate W (Bldg Weight) for one foot of building ( © average width) North South East West Roof PLF Roof DL + 1/4 Snow (if over 30 psf) 392 Exterior Wall weight 130 Interior Partitions 0 HVAC Equipment (estimated PLF) 20 W (Total): 542 Roof PLF Roof DL + 1/4 Snow (if over 30 psf) 448 Exterior Wall weight 104 Interior Partitions 0 HVAC Equipment (estimated PLF) 20 W (Total): 572 Nelson Consulting Engineering PS 1922158th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 4851136 Prepared by: JN Date: 617/98 Job Number 98069 Page: 41L Job Name 28 x 32 Class Seismic Diaphragm Loads North South Roof East West Roof Seismic Base Shear North South East West 0.140 W v(NS)= , 76 PLF v(EW)= 80 PLF Pounds. 2246 Pounds. Comparison of Wind and Seismic Base Shear North South 6276 Wind Govems NS East West 4380 Wind Govems EW Roof Governing Diaphragm Loads: PLF N$ 196 E-W 156 Nelson Consulting Engineering PS 19221 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 4851136 Prepared by: JN Date: 6!7/98 Job Number. 98069 Page: 5/L Job Name 28 x 32 Class Roof Diaphragm Plan North-South Loads 28 3138.• (all loads in pounds) 32 897 Chord Diaphragm Shear Diaphragm Shear 112PLF 112PLF East-West Loads • A•• II I 32 2190 479 Chord Diaphragm Shear 68 PLF Diaphragm Shear 68 PLF 28 /iNelr� Ca■it t ps1- CJob M"br. 'xw, ID" a ,,6/8/_81 98069 121 5r,Ate FE `y 28' x 32' Std Classroom Page Stiff WA 98155 Gr�ar c () X128 Fec (�4 -1f3b 6/L ` .. warwa 11 Key 1 Shear-wall Key 28' $W -3 2190" Wind uniform load on exterior walls Is I°6 PLF North -South (refer to page 5/L) is 156 PLF Fast -West 32' 5W -1 9W-2 (No Scale) 3138" ST18 Chord Strap across ML typ B Gable end trusses Nail closure board across marriage line W/ 8d a 6" oc tup 5W -4 (Reference not site north) IChord = 89'1" Chord = 4 ?0" . r • IBolt across marriage line 9 roof 3/8 "0 *48"oc 9W-2 (No Scale) 3138" ST18 Chord Strap across ML typ B Gable end trusses Nail closure board across marriage line W/ 8d a 6" oc tup 5W -4 (Reference not site north) 18221 581h Ave FE Ste, WA 98165 (425)4834125 Fir (4219 48511X (-Awed* /V_ .bb" 28' x 32' Std Classroom onalptiox 5hearwa l l Design 98069 J 5r-earwa ll Schedule North Wall (SW I) Wail Design Option Length(s) Wail Shear IQ, IS, IE, IF, I 4, II, 1J, 2a, 2C, 20.1 16' 2190" IC, ID, 2B J (2) '° 6' 1095" IG 32' 2190" South Wall (SW 2) Design Option 14,11 -I, 11, 1.1 15 IC, IF, ICs ID IE 2,4, 25 2C 2D West Wall (5W 3) Design Option 411 Wall Length(s) 27 19' 10' 4' 32' 16' 26' I8' 101 Wall Length(s) 27 East Wall (5W 4) Wall Design Option Length(s) I4, 15, IC, 11-1, 11, IJ, 2,4, 25, 2C, 2D 27 ID, IE, IF, IG 22' Design I-lo lddown Pg 8/L Nome Fg91L 5T18 Pg I0 /L None Wall Shear Design 2190" fog 11 /L 2190" Pg 12/1_ V 1564" Pg I3/L 626' • Pg 144.. 2190" Pg 15/L 2190" Pg 16/1.. 2190" Pg IVL 21900 Pg 18/L 2190" Fg I9/L Wall Shear 3138" Wall Shear 3138" 3138° l- lolddown None None None 5T 18 None None None None ST 18 Design 1-I0lddown Pg 20/L None Design I.4o lddown Pg 2I/L None Pa 22/L ST 18 NaiIing 8d e6 "oc 8d6 'oc 8dg6 "oc Nailing Sd e6 "oc 8d 66 "oc 8d e6 "oc 8d 66 "oc 8d e6 "oc 8d 66 "oc 8d 6" oc 8d fa 6 "oc 8d 9 4" oc Na T11ng 8d e6 "oc Nailing 8de6 "oc 8d 6 6 "oc Nelson Consulting Engineering PS •19221 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 1 Prepared by: JN Date: 617/98 Job Number 98069 Page: 8/L Job Name 28 x 32 Class Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight 1113.6 Roof Dead Load 2184 Additional D L 0 Total DL IShearwall Number SW 1 2190 Pounds 16 Feet 8.7 Feet 8 PSF 156 SF Pounds Pounds Pounds 3297.6 Dead Load Resisting Moment: 22.4 Overturning Moment: 19.1 Net Overtuming Moment: -3.37 Minimum required HoldDown capacity: Hold Down selection: None Wall length effective for shear 16 Wall Shear 137 (weight of perpendicular wall) Pounds Kip Ft Kip Ft Kip Ft -0.22 Kips At Main Floor Level Feet PLF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/r Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d @ 12" oc Nelson Consulting Engineering PS 1922158th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 Shearwall Design Prepared by: JN Job Number. 98069 Job Name 28 x 32 Class Shear to Wail Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight 417.6 Roof Dead Load 1092 Additional D L 0 Total DL Dead. Load Resisting Moment: Overturning Moment: Net Overturning Moment: Minimum required HoldDown capacity: Hold Down selection: Wall length effective for shear. Wall Shear Shearwall Number. SW 1 1095 Pounds 6 Feet 8.7 Feet 8 PSF 78 SF Pounds Pounds Pounds (weight of perpendicular wall) 1509.6 Pounds 3.8 IGp Ft 9.5 Kip Ft 5.68 Kip Ft 1.03 Kips ST 18 At Main Floor Level 6 Feet - 183 PLF Date: 6/7/98 Page: 9/L 4 Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges.' Nail field with 8d © 12" oc Nelson Consulting Engineering PS 19221 58th Ave NE Seattle, Wa 98155 ' (425) 483 9126 Fax (425) 485 1136 Shearwall Design Shear to Wall Shearwall Length: Wall Height Walt weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight Roof Dead Load Additional D L Total DL Dead Load Resisting Moment: Overturning Moment: Net Overturning Moment: Minimum required HoldDown capacity: Hold Down selection: Wall length effective for shear Wall Shear Prepared by: JN Job Number 98069 Job Name 28 x 32 Class 2227.2 1092 0 Shearwall Number SW 1 2195 Pounds 32 Feet 8.7 Feet 8 PSF 78 SF Pounds Pounds Pounds • (weight of perpendicular wall) 3319.2 Pounds 45.1 Wp Ft 19.1 Kip Ft -26.04 Kip Ft -0.83 Kips None At Main Floor Level 32 Feet 69 PLF Date: 6/7198 Page: 10/L Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d @ 12" oc Nelson Consulting Engineering PS 19221 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 Prepared by: JN Job Number 98069 Job Name 28 x 32 Class Date: 6/7198 Page: 11 /L Shearwall Design Shear to Wall Shearwall Length: Waif Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight Roof Dead Load Additional D L Total DL Dead Load Resisting Moment Overtuming Moment: Net Overtuming Moment: Minimum required HoldDown capacity: Hold Down selection: WaII length effective for shear. Wall Shear Shearwall Number. SW 2 1879.2 3178 0 2195 Pounds 27 Feet 8.7 Feet 8 PSF 227 SF Pounds Pounds Pounds (weight of perpendicular wall) 5057.2 Pounds 58.0 Kip Ft 19.1 Kip Ft -38.93 Kip Ft -1.47 Kips None At Main Floor Level 27 Feet 81 PLF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d (d312" oc Nelson Consulting Engineering PS 19'221 58th Ave NE Seattle, Wa 98155 [ (425) 483 9126 Fax: (425) 485 1136 Prepared by: JN Job Number 98069 Job Name 28 x 32 Class Date: 6/7/98 Page: 12/L Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight • Roof Dead Load : Additional D L Total DL Dead Load Resisting Moment Overtuming Moment: Net Overturning Moment: Minimum required HoldDown capacity: Hold Down selection: • None Wall length effective for shear 19 Wall Shear 116 Shearwall Number SW 2 2195 19 8.7 8 180 1322.4 Pounds 2520 Pounds 0 Pounds 3842.4 31.0 19.1 -11.93 Pounds Feet Feet PSF SF (weight of perpendicular wall) Pounds Kip Ft Kip Ft Kp Ft -0.64 Kips At Main Floor Level Feet PLF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nall field with 13d 12" oc ( Nelson Consulting Engineering PS inn 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 Prepared by: JN Date: 6/7/98 Job Number: 98069 Page: 13/L Job Name 28 x 32 Class . • Shearwall Number SW 2 Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight Roof Dead Load Additional D L Total DL Dead Load Resisting Moment Overtuming Moment Net Overturning Moment Minimum required HoldDown capacity: Hold Down selection: . Wall length effective for shear Wall Shear 696 1540 0 Pounds Pounds Pounds (weight of perpendicular wall) 2236 Pounds 9.5 Kip Ft 13.6 Kip Ft 4.10 Kip Ft 0.43 Kips. ST 18, At Main Floor Level 10 Feet 156 PLF Pounds Feet Feet PSF SF • Shear Nailing: 6" oc At panel edges - 8d nails • Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nall field with 8d 12" oc • • , • . Nelson Consulting Engineering PS 19221 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall ' Wall Self Weight Roof Dead Load Additional D L Total DL Dead Load Resisting Moment: Overturning Moment: Net Overturning Moment Minimum required HoldDown capacity: 1.00 'Cps Hold Down selection: ST 18 At Main Floor Level Wall length effective for shear 4 Feet Wall Shear 157 PLF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d © 12" oc Prepared by: JN Job Number 98069 Job Name 28 x 32 Clue Shearwall Number SW 2 626 Pounds 4 Feet 8.7. Feet 8 PSF 62 SF 2784 Pounds 868 Pounds 0 Pounds (weight of perpendicular wail) 1146.4 Pounds 1.9 Kip Ft 5.4 Kip Ft 3.50 Kip Ft Date: 6/7198 Page: 14/1. Nelson Consulting Engineering PS 1922l 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax (425) 485 1136 Prepared by: JN Job Number 98069 Job Name 28 x 32 Class Date: 617198 Page: 15/L Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight 2227.2 Roof Dead Load 2520 Additional D L 0 Total DL Dead Load Resisting Moment: Overturning Moment: Net Overturning Moment: Minimum required HoldDown capacity: Hold Down selection: • Wall length effective for shear. Wall Shear Shearwall Number. SVV 2 • 2190 • 32 8.7 8 180 Pounds Pounds Pounds 4747.2 64.6 19.1 -45.51 None 32 68 Pounds Feet Feet PSF SF (weight of perpendicular wall) Pounds Kip Ft Kip Ft Kip Ft -1.44 Kips At Main Floor Level . Feet PLF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d @ 12" oc [ Nelson Consulting Engineering PS (425) 483 9126 Fax: (425) 485 1136 Seattle, Wa 98155 19221 58th Ave NE Prepared by: JN Job Number: 98069 Job Name 28 x 32 Class Date: 617198 Page: 161L. Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall. Self Weight Roof Dead Load Additional D L Total DL Dead Load Resisting Moment: Overturning Moment: Net Overturning Moment: Minimum required HoldDown capacity: Hold Down selection: Wall length effective for shear Wall Shear • 1113.6 2184 0 Shearwall Number SW 2 2190 16 8.7 8 156 Pounds Pounds Pounds (weight of perpendicular wall) 3297.6 Pounds 22.4 Kip Ft 19.1 Kip Ft -3.37 IGp Ft -0.22 Kips . None At Main Floor Level 16 Feet 137 PLF Pounds Feet. Feet PSF SF , .• Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d @ 12" oc Nelson Consulting Engineering PS 19221 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 Prepared by: JN Job Number 98069 Job Name 28 x 32 Mass Date: 617/98 Page: 1711_ • Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight Roof Dead Load Additional D L Total DL Dead Load Resisting Moment: Overturning Moment: Net Overtuming Moment: • Minimum required HoldDown capacity: Hold Down selection: None Wall length effective for shear 26 Wall Shear 84 1809.6. 3220 0 Shearwall Number SW 2 2190 26 8.7. 8 230 Pounds Pounds Pounds (weight of perpendicular wall) 5029.6 Pounds 55.6 Kip Ft 19.1 Kip Ft -36.52 IGp Ft -1.43 •Kips At Main Floor Level Feet PLF Pounds Feet Feet PSF SF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d 12" oc Nelson Consulting Engineering PS 19221 58th Ave NE Seattle, Ws 98155 (425) 483 9126 Fax: (425) 485 1136 Prepared by: JN Date: 817198 Job Number 98069 Page: 18/L Job Name 28 x 32 Class Shearwall Design Shear to Wall Shearwall Length: Wail Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight 1252.8 Roof Dead Load 2408 Additional 0 L 0 Total DL Dead Load Resisting Moment: Overturning Moment: Net Overturning Moment: Minimum required HoldDown capacity: Hold Down selection: Wall length effective for shear: Wall Shear • Shearwall Number. SW 2 2190 18 8.7 8 172 Pounds Pounds Pounds (weight of perpendicular wall) 3660.8 Pounds 28.0 Kip Ft 19.1 IGp Ft -8.95 Kip Ft -0.51 1Gps None At Main Floor Level 18 Feet 122 PLF Pounds Feet Feet PSF SF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d @ 12" oc Nelson Consulting Engineering PS 1922158th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 4851136 Prepared by: JN Job Number 98069 Job Name 28 x 32 Class Date: 6/7/98 Page: 19/L Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Shearwall Number. SW 2 2190 10� 8.7 8 172 Wall Self Weight 696 Pounds Roof Dead Load 2408 Pounds Additional D L 0 Pounds (weight of perpendicular wall) Total DL 3104 Pounds Dead Load Resisting Moment: 13.2 lip Ft Overturning Moment: 19.1 Kip Ft Net Overturning Moment: 5.86 Kip Ft Minimum required HoidDown capacity: 0.62 Kips Hold Down selection: ST 18 At Main Floor Level Wall length effective for shear. 10 Feet Wall Shear 219 PLF Shear Nailing: 4" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d 12" oc Pounds Feet Feet PSF SF • ' " . `• • • • ,...• Nelson Consulting Engineering PS 19271 58th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 Prepared by: JN Job Number: 98069 Job Name 28 x 32 Class Date: 617/98 Page: 20/L Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight Roof Dead Load Additional D L Total DL Dead Load Resisting Moment: Overtuming Moment Net Overturning Moment Minimum required HoldDown capacity: Hold Down selection: Wall length effective for shear: Wall Shear Shearwall Number SW 3 3138 Pounds 27 Feet . . 8.7 Feet 8 PSF 56 SF 1879.2 Pounds 784 Pounds 400 Pounds 3063.2 35.2 27.3 -7.85 (weight of perpendicular wall) Pounds Kip Ft Kip Ft Kip Ft -0.30 Kips None At Main Floor Level 27 Feet 116 PLF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d @ 12" oc Nelson Consulting Engineering PS 1922158th Ave NE Seattle, Wa 98155 (425) 483 9126 Fax: (425) 485 1136 Prepared by: JN Job Number 98069 Job Name 28 x 32 Class Date: 6/7198 Page: 21/L Shearwall Design Shear to Wall Shearwall Length: Wall Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight 1879.2 Roof Dead Load 784 Additional D L 400 Total DL Dead Load Resisting Moment: Overtuming Moment Net Overtuming Moment: Minimum required HoldDown capacity: • Hold Down selection: Wall length effective for shear. Wall Shear: Shearwall Number. SW 4 3138 27 8.7 8 56. Pounds. Pounds Pounds (weight of perpendicular wall) 3063.2 Pounds 35.2 IGp Ft 27.3 Kip Ft -7.85 Kip Ft -0.30 Kips None At Main Floor Level 27 Feet 116 PLF Pounds Feet Feet PSF SF Shear Nailing: 6" oc At panel edges - 8d nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d @ 12" oc Nelso n Consulting Engineering PS 192158th Ave NE Seattle, Wa 98155 425) 483 9126 Fax: (425) 4851136 Prepared by: JN Job Number 98069 Job Name 28 x 32 Class Date: 6/7/98 Page: 221L Shearwall Design. Shear to Wall Shearwall Length: WaII Height Wall Weight Roof Tributary Area Dead Load Tributary to Wall Wall Self Weight Roof Dead Load Additional D L Total DL Dead Load Resisting Moment: Overturning Moment: Net Overtuming Moment: Minimum required HoldDown Hold Down selection: Wall length effective for shear. Wall Shear Shearwall Number. SW 4 3138 Pounds 22 Feet 8.7 Feet 8 PSF 48 SF 1531.2 Pounds 672 Pounds 400 Pounds . (weight of perpendicular wall) 2603.2 Pounds 24.3 Kip Ft 27.3 Kip Ft 2.96 IGp Ft 0.14 Kips At Main Floor Level Feet PLF capacity: ST 18 22 • 143 Shear Nailing: 6" oc At panel edges - 8d, nails Notes: 3/8" Ply. Studs to be Hem Fir or better, block all panel edges. Nail field with 8d © 12" oc nom Sent by :. EVERGREEN MOBILE CO. 1 425 881 6814; 10/18/99 11:15; etFu #695;Page 1/1 L' • V LxlsKra 41 W 1(U MS SCOTSMAN 8345.1 X41 Ave. NE Redmond, WA 98052 (425) 861-7400 (800) 782.1,-1500 DECEIVED CITY- OF TUKwILA OCT 1 8 1999 INSTALLATION IN$TRV1CT1ONS • topolgagn ttl (imig. CHECK FIRST FOR UNDERGROUND UTILITIES. . DRIVE SrABIUZER PLATE INTO GROUND. DRIVE CROSS RODS THROUGH HEAD TUBES INTO SOIL AS SHOWN. 4. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 5.. IF ANGLE OF SIDE STRAP IS GREATER THEN 6O• STRAP CONNECTION CAN BE MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM. 6. INSERT STRAP THROUGH SPUT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN BOLT UNTIL STRAP IS SNUG.. • •'' . 7. 116002 ANCHOR CAN BE USED WHERE HARD OR ROCKY SOIL OCCURS. IF THE STABIL-X AN NOR OR E • HER THAN •. • 1 • MINI _ 2' P A USE GROUND U AC 'OR WITH 1 Y1 :1 ' CU= 0 ONC;tETE. #6002 SEE NOTE #7 FROM King County 06 -24 -99 01:07PM TO 94313665 5-66 '29 P.1 /2 King County Transit Division - Design & Construction Section /.Environmental Planning and Real Estate 821 Second Ave;., M.S. 122 Seattle. WA 93104-1598 • (20G) 684.141 R • FACSIMILE TRANSMISSION COVER SIIEI?T DATE SENT: TRANSMITTED TO: TRANSMITTED FROM: 122 (name) (mail stop)) Telephone No.: ‘'S" �1�' } ? Fax No.: (206) 684 -1900 NO. OF PAGES TRANSMITTED: (including cover sheet) COMMENTS: \ e - s62 G. Pc�s-5 ter.., r-- 5 i )a 1 l A -t- i a 5 _ 1 1 G:faxform.duc 1-- -�,• -_L, 1 . < 'J . c1uO a�99 S June 24, 1999 OM: Marc Dallas Real Property Agent, Design & Construction Ken Tarp ars<t.....71e0 Project M ger, Des gn & nstruction SUBJECT. Vehicle Maintenance Temporary Modular Classroom The purpose of this memo is to restate our original intent for the solution to the Vehicle Maintenance Training Section's immediate training requirements. The introduction of several new fleets in a short period of time has increased the need for classroom space at the South Annex to train the maintenance staff in the inspection and repair of these new buses. The purchase and setup of a used modular classroom on a temporary basis will fill the interim need until permanent additional classroom space can be designed and constructed as part of the current Base Expansion Program. Please let me know of there is anything I can do to expedite getting the modular unit in operation. 1 can be reached at 684-1353. Thanks for your help. kINC COUN11( • TICOR TITLE INSURANCE 8401170172 - SIRITIE, WA 96104 asunta desimone assunta desimone metropolitan seattle AFTER RECORDING MAIL TO: • 11.;:1,”; Tau:. IN:IURNICE COMPANY 1008 W1:RII AVINUE, 200 IWO SPALI• MSG 0Y1 0 100 01.000010 11 kitt • ORDE.f)• ..• • I 71984 OF CrIONS • .•••••••••,..'.1,• • ' •• : • ;.•'•!; • • , . • rename Grown • •;• •0!" • • • • • . _ ...--d., • .: ,. • . F9Ks1.1.5$ ........ .: • . . Statutory Warranty Deed .=> ':..." 7 "i'' • • ' •:••'•,+••••";•••'• . . . .,... . ,:.. .... . , .. • .. ,, :.,....... , • ..f .....,... .••••:,•••....1..:.'-,,.4.7,,,..!.;,r..,, ... :,...... c TIIF. GRA:111)H ASU?ITA DESII,IONE, wtio, IS IDiNTICAL WITil ASSUNTA DESIMONE; AS !TR •. ••• L.-.......-.. (1) " SE1ARA7E ESIA11:• • . , •. .. .. . . . . . •,- • :-.- .....:;!., . I• r/Tor mul in etinsideratent of n'N DOLLARS AND OTI!ER GOOD AND VAUJ:11ill: CONSIDERATION ' • .- l'''........7:-',*;:. ,, . , >, :• ..;•:,.:. ,i.f °in hand paid, conveys and warrants 11t1UNICIPALIV OF MEI'ROI'OLITAN SE.A1111, a metropolitan .;.,. amunicipal coporetion of the Srari.1 of Washington . '• . ••• •;,.:•' '-ihe following deKribed real estate, situated in the County of : .. • KING '• - •" -: • ' , Stale of ' - .•?: • . , . • . . . . • . - -dAashington: Il. cLLEGAL DESCRIFTION ON ATTACHED uur3,n:cr TO; Condemnations by 646939. • . . • , RIDER WHICH BY THIS Rf.II:RENEE WE A PART HEREOF..., • -• the, State, of Washington uncler Case Nos. 528605 ani3 ..,• ' • '• L JA, JUNG CouNTY NO EXCISE TAX . .. • N161984 ' • .. • „, • :44,1• • , 01* .:, Al :••• • 1014.".:; • ' O O. 0 •": vet ' •`• !, . 7-7 • t itip‘ii • •;', nen CO 't = • '• P.Vt% .......•••••••••••••--• Dated this ASSUNTA DESI BY: eta Rose D. Ma8911i, her attorney- STATE OF WASHINGTON, in-fact • ' County al KING 6th • dayof January, 1.984 r 7. • •••:•'"•• :-'•••• "7. ", • *, • 7 • , . , • . • • . . • • A r• "41 b a, eta L.. (gm/ • ASSUNTA DES BY L'V Oat ee.14-44+04CV (sEA ) • '; d0 sinvrt herri7iozy-tn-, CITy OP i:vu( 1, On this day personally appeared before me : . to me known to be the individual dncribed in and who executed the within 11.0d, moirlInstrument, and, • :• acknowledged that signed the ume as . , free innifivaiitirhiMaiiid, foe the '.•• uses and purposes therein mentioned. • GIVEN under my hand and offkial seal this .• .• day of • • • Madly NA& m mod /a he Skit g( Kukivion. Avidity et woe wo • 41. • uriu, trscrazucti ici tInTn cni orturvir. tiVt , . That portion of the northeast ceruter of Secticm 9, Tcamskip 23 North, Range 4 Ewa, W,M. • nha of the northwest quarter and of .. the southwest qu.trter of Sect itm 10, lhaeship 23 North, Range 4 ' East, W.M., King County Washinetrni sum particularly described as toll • , • Pr.CINN1N■1 at the southeast anner of Villa northemt quarter of - • Section 9; 110,C: North 69°1010" Woat I 22400 feet along thr imputh 3m. tit . . northeaat quarter to the easterly margin of Primary State ..•. Highway No. 1 (AKA SR 99)4 . . IIIINCE Mang said easterly martin Nord-westerly 431.32 feet alcng the are of a non-tungent curve to th' left, having a radius of 1265.90 feet, the tvdius point of which bears South 6E013'22" • •. . * .• • , • • 1704� North 01°48'37" Cast, 107.22 feet along said west to the POINT or BEGINNITIG. Together with an easement gress and egress 60 feet in width the northerly line of inttich aseemant is described as follcws: • ,„ • . , . " -• . • . • • , • • ' c........if..gsm.,1101.0yee.....atte .1 • .t.utut.lAto.:iet iv•■ • • • • ' wow° • LW III • .10. ;, ,; 7.) • • • . . • •• ' er.• ., . . • • 4. May 19, 1999 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director Marc Dallas 821 Second Avenue MS 122 Seattle, WA 98104 -1598 RE: Letter of Incomplete Application #1 Development Permit Application Number D99 -0157 South Base Annex Training Facility 11911 East Marginal Wy S Dear Mr. Dallas: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 6, 1999 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 -3677, if you have any questions regarding the following: 1. This is a gold insignia commercial structure and requires a foundation constructed to the Uniform Building Code. Provide drawings /details for the foundation. The City requires that two (2) complete sets 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 two (2) copies of each document. In order to better expedite your resubmittal a `Revision Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must 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)431 -3672. dcaf- Brenda Holt Permit Coordinator encl File: Permit File No. D99 -0157 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 'yitcl.i:'J 7.. ,nos ^:trntC";�.r,d ?R•,:�1t � ;isYZ' 'i:r� aeiF9 �'��a„�nt�.� r,nrat . �;,. � =uu: :14i, > "i'n {c�.a.e »,• {. t PLAN REVIEW /ROUTING SLIP .�yvrpe� s2i°"• oti!� -1 ,� 'x.t,+;*�aWyrx.x;ry; � ' DATE: 6 -28 -999 PROJECT'NAME: SOUTH BASE -ANNEX TRAINING FACILITY Original: Plan. Submittal XX Response to Incomplete Letter Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: j� � Bgilding 'vision Ii�J Fire PrevU ention c (o iq-9 5-11-T? Public �(1%qr 6,1?� Structural n Planning Division � s��i -mot Permit Coordinator 1E- DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [V4 Comments: Incomplete DUE DATE: 6 -29 -99 Not Applicable TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n DUE DATE 7 -27 -99 Approved with Conditions El Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved Approved with Conditions[ Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: \PRROUTE.DOC 5/99 ��Y i,.xijY%.ftf: ��`x ;:rr H t`O. 1 1M. L' p we}� z o q hw'a AZ n yn .tc1�•av/Y::�'iS���''rir,.i�d a�dt.ac�.�c*2Yf ilkl + . �?. utav_ ��ii5iY�! i? M1# ��S. S���( �i9k�a'4i.•y�ifR4�6.r�ft��/aP3Zi "'4�F ?ei-trykA-k cow Co P � PLAN REVIEW /ROUTING SLIP D99 =01 XX Original Plan Submittal. Response to Correction.; Letter: Response to Incomplete. Letter'. Revision # After,Permit:Is':Issued DEPARTMENTS: 1 ding Division tttiC 5 -lV19 Public Works lera AUG c 17 10 Fire Prevention /jwL5 -l7 -7 Structural qb- Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: 111,1('P4tt Incomplete DUE DATE: 5 -11 -99 Not Applicable +e- (Tfr t 4titat, ky ' TUES /THURS ROUTING: Please Route n No further Review Required Routed by Staff n (if routed by staff, make copy to master file and enter into Sierra) n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 6 -8 -99 Approved n Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions DUE DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: \PR•ROUT[.DOC 6/98 CITY OF TUKWILA Department of Community Development. Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 6- i40411 XResponse to Incomplete Letter ❑ Response to Correction Letter ❑ Revision after Permit Issued Plan Check/Permit Number: D47P OK/ Project Name: /Mil Oat )iWi&% Project Address: 11411 S' f 1 iI4 101 S Contact Person: td Dilig4 Phone Number: Summary of Revision. imetaigAiLinto Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center 11414 • Entered in Sierra on 6• RECEIVED CITY OF TUKWILA JUN 2 8 1999 PERMIT CENTER 3/4/99 City of Tukwila John W. Rants, Mayor Fire Department Fire Department Review Control ##D99 -015.7 (510) Thomas P. Keefe, Fire Chief May 17, 1999 Re: Southbase Annex Training Facility - 11911 East Marginal Way South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less than 4 inches. Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Page number 2 Thomas P. Keefe, Fie Chief Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 2. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 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) 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) When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) When two or more exits from a story are required and when two or more exits froma room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) All exit signs shall be illuminated at all times. To Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 5754439 City of Tukwila Fire Department Page number John W. Rants, Mayor Thomas P. Keefe, Fire Chief ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 3. An approved fire alarm system is required per City Ordinance ( #1742) An approved automatic sprinkler system may be installed in lieu of a fire alarm system. (Plans must be submitted to the Fire Prevention Bureau for approval prior to installation.) (City Ordinance #1742) (UFC 1001.3) 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 #1742) (INC 1001.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) An aisle to and working space shall be provided for each electrical panel. An aisle width not less than 24 inches shall provide access to the panel and 30 inches of working space shall be provided directly in front of the panel. (NEC 110- 16(a), NEC 110- 16(c)) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 5. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. (UFC 901.4.4) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief Page number 4 6. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. (City Ordinance #1692) 7. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 8. An approved water supply capable of supplying the required fire flow for fire protection shall be provided to all premises upon which facilities, buildings or portions of buildings are hereafter constructed or moved into or within the jurisdiction. When any portion of the facility or building protected is in excess of 150 feet (45,720 mm) from a water supply on a public street, as measured by an approved route around the exterior of the facility or building, on -site fire hydrants and mains capable of supplying the required fire flow shall be provided when required by the chief. (UFC 903.2) Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phones (206) 575-4404 • Fax (206) 5754439 ,Sent by: EVERGREEN MOBILE CO. 1 425 881 6814; 07/09/99 8:23; J _#405;Page 2/2 • r — f)ctach And Display Certificate DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS. CONST CONT GENERAL .WILLIAMS SCOTSMAN INC . 8345 154TH AVE NE REDMOND WA 98052 -3865 f6:5•US2.000 IS/071 -- Detach And Display Certificate REGISTERED AS PROVIDEDSY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE. 0001 WILLISI021LP 04/01/2000 EFFECTIVE DATE 06/17/1998 WILLIAMS SCOTSMAN INC 8345 154TH AVE NE REDMOND WA 98052 -3865 r^ • $1g)aUL f , ! t siucd by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold - -! r - pECENED cry OF:TUKWIU% JUL 0 9 1999 PERMIT CENTER LEGEND GENERAL NOTES: — - —In o ..,� �. cc cc EN ooE E.:s c. K. ti .4 i D W _— +� A 3 K , v ~ �- — C m I S 119TH . ST � , 8 1. ALL LOCATIONS, SIZES AND DEPTHS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED FROM FIELD MEASUREMENTS OR OBTAINED FROM AVAILABLE TI iE CONTRACTOR RECORDS. LD VERIFY ALL SHALL FIE LOCATIONS, DEPTHS AND SIZES OF EXISTING UTILITIES PRIOR TO THE START OF WORK. . `� PROJECT LOCATION — _ _ .• s 91 rrH s>' R EXI STING IRRIGATION LINE F P _I !— - _ CARNATION ° EXISTING FIRE PROTECTION LINE FP FIRE TTiE sEs �EVVE • • NEW PROTECTION LINE _ -) NEW TEMPORARY CRUSHED SURFACING TOP COURSE �. n = _ a E + � - -- 27.' UNIFORM SLOPE _ . . - 49 = a l PRESTON { S ✓ • \ 3 99 MIE �! \ OU ® GP d` �s _ _w� tl � L_ f :i: __ �/ L---1 /+` ,� o r *. PROJECT VICINITY N m . g = - --' SOUTH • ABBREVIATIONS: SHEET INDEX V _ .3 a s...LE 0 BASE VALLEY °` & F x 2 UNIT CSTC CRUSHED SURFACING TOP COURSE F MIN MINIMUM MJ "MECHANICAL JOINT OC ON CENTER PE PIP END w/ WITH SHEET DRAWING NUMBER DESCRIPTION REPAIR 7 t _= � — , I i 1 S 1 G101 GENERAL INFORMATION 2 C301 HYDRANT INSTALLATION PLAN & PAVEMENT DETAILS 3 C302 CONSTRUCTION DETAILS -- - I ' ® `` 1 * • �3 AL CM+ _ 1A s ,2acTH sT e "E :iciN MAP NOT TO SCALE SOUTH BASE LOCATION MAP NOT TO SCALE X r' ® r �M �® TRAINING & SAFETY E 1 1 FACILITY SITE N O � E .� TRAINING FI 1N S ' I' ALLATION 1\T i' C :RA � ......,..L. SAFETY & FACILITY HYD RAN T • P f Y � x X ,� ! n V//)///27/57/1///f/ , - - �X ` o 1 I __. _J � / / I _ .._ C I / �� I 9I SEE PARTAL PLAN A/C301 _ 'U s ' € o / ' : r ' A FUTURE TRAINING FACILITY ; i �I f r-- —, U / / /// % /// // l 0 I 0 � _ _ —I 0 W-771j;;;; � . l � _--4---- S l' kg. OCTOBER 1998 d � iF`„ KING L.OEJld 1 1 qq.„,„,, 0 a z ``v ,..._,,, __ " ' �+ ! ! \\ \ `, ,r' tom /-1 ll '+ �` D , 1 , .:, , , ,./. ,, A _...... _____----------- [ L E , O . . of x G ,- = l a � ® �� = N 5 A C(, slO DESIGNED: AM /SFS CNECKED AM • Kin Count 8 Y DAre DEPARTMENT MENT OF TRANSPORTATION TRANST SAFETY & TRAINING FACILITY j OCTOBER 98 PERMIT SET - 10/98 d °� # ii iii FOR INFORMA 1 ION ONLY 1 DRAWN: ® ECO .IENDED: serif: FIRE HYDRANT INSTALLATION GENERAL INFORMATION Fs No: 140 —I IO NONE DRAm,G NO: G30' I " - -- e ON CT NO. R V;S J:s EY APP DATE AL APPROVED: ;.:1 M,. D>• 1 3 0 ( . R /12/ 1 Ri MARK DOOR WINDOW SCHEDULE DESCRIPTION (1) 3068 x 1 -3/4" METAL INSUL DOOR W /16 GA KO HM FRAME & 9" x 34" UTE MT, © 40" A.F.F., MAX. U -VALUE 0.60 HINGES - 1 1/2 PR - 4 1/2 x 4 1/2 x BB x NRP x 260 THRESHOLD - PEMCO #172A SWEEP _ PEMCO #315AN , gSTRIP - PEMCO #3O5AR CLOSER - CORBIN #KP 120 XD- SBL -SNB EXIT DEVICE - CORBIN #29-- X2P - -36 -SBL W \SCHLAGE CYLINDER #20 -022C KICK PLATE - 10"x 34" .050 ALUM ROUGH OPEN'G - 37 -3/4" x 81 1/4" F MIS is US260 _ (2) 5040 VIN \'L /�i - SL;DER "; A ■ DUA,L GLAZE /ARG /LOW -E /SOLAR GREY WINDOW MAX. U -VALUE TBD NFRC W ! OCKS & SCREENS CODE ANALYSIS THIS STRUCTURE MEETS CONSTRUCTION REQUIREMENTS WAG 296 -150A (UBC) BUILDING TYPE: \IT DESIGN LOADS 2832 CLASSRM: 672 sq' ROOF LIVE: 25 psf WIND HORIZONTAL* 80 mph OCCUPANTS #: 45 FLOOR LIVE: 40 psf (MIN) EXPOSURE: OCCUPANCY: E2 200G POUND CONCENTRATED SEISMIC ZONE: 3 MINIMUM INSULATION VALUES TO MEET LATEST WASHINGTON ENERGY CODE STANDARDS AS ADOPTED FOR SYSTEMS WITH HEAT PUMPS, SEE BUILDING SECTION. GLAZING % Awn_ &REP 15% MAX DOOR MAX U- VALUE: 0.60, GLAZING MAX U- VALUE: 0.90 THIS BUILDING MEETS THE REQUIREMENTS OF SNOHOMISH COUNTY HEALTH DEPT. #SHD 28W. (ALL VAPOR BARRIERS MIN OF 1 PERM) ROOM FINISH SCHEDULE N -WALL E -WALL ROOM #: DESCRIPTION MAT_ FN. MAT. FN. CLASSROOM GWB EZ GWB EZ C - CARPET RB - 4" RUBBER BASE AC - ACOUSTICAL CEILING TILE DRAWING INDEX S H EAR WALL SW-#1 #2: 3/8" TNT. CDX 12" IN FIELD, SW - # #4: 3/8" INT. CDX 12" IN FIELD, COLOR SCHEDULE PALL INTERIORS 4" RUBBER BASE CARPET SIDING _ TBD 1 x 4 OUTSIDE TRIM : TBD 1 x 6 FASCIA, DOORS : TBD EQ UIPM ENT SYM DESCRIPTION EMCO E —Z WALL TO MATCH CARPET COLLINS & PJKMAN S -WALL MAT. GWB EN EZ W -WALL MAT. GWB FN. EZ CEILING MAT. HT. AC 8'-0 1/8' GWB - 5/8" GYPSUM WALL BOARD EZ - EVERGREEN EZ WALL 1.0 OF 6 FLOOR PLAN, SCHEDULES 2.0 OF 6 BUILDING SECTION, DETAILS 3.0 OF 6 POWER, CEILING & HVAC PLANS, SCHEDULES 4.0 OF 6 EXTERIOR ELEVATIONS 5.0 OF 6 FOUNDATION PLAN, DETAILS 6.0 OF 6 TYPICAL DECK & RAMP DETAILS SCHEDULE ALL NAILS ARE COMh ON NAILSO CROW W/ 16ga x 1 1 /2 "LG STPL ® 6" EDGE NAIL, BLOCK ALL EDGES. W/ 16ga x 1 1 /2 "LG STPL 15 4" EDGE NAIL, BLOCK ALL EDGES. ALL PAINT SHALL BE COLUMBIA, MATCH COLOR LISTED RAIN GUTTERS & DOWNSPOUTS : TBD FIBERGLASS SHINGLE : TBD WINDOW LINERS : TBD & TRIM BARD #WH361 -A 3 TON HEAT PUMP W/ 10 KW HEAT STRIP, 100% ECONOMIZER, EXTERIOR DISCONNECT , 36,600 BTU COOLING CAPACITY (2) 8'x4' WHYfE BOARD W/ CHALK TRAY & MAP RAIL (1) FIRE EXT. CABINET, LARSON OR EQUAL CONTROLS MOUNTED NO HIGHER THAN 54" AFF VERIFY R.O. = 10' x 24 1/2" (APPROX 37" AFF) COMMENTS SWING: 101 (LHR) WALL THI: 8 1/2" PAINT: DOOR & FRAME RO: 60 "x 48" SILL HGT: 34" AFF C FLOOR MAT. BASE RB J STRAP SCHEDULE SYM I DESCRIPTION TIE DOWN LOCATIONS TYP ® ALL CORNERS a � 1 SIMPSON ST2115 STRAP AT TOP CORD GABEL END TRUSSES ! INSTALLED AT SITE PER MANF SPECS 0 2'- �i 'I LSTA18 STRAP AT FLOOR TO WALL CONNECTION, INSTALLED L �I I PER MANE SPECS Pt 8' -0" N *SW — 1 32' *SW -2 32' , S "'I; RA PERKCT 1-1E.QtislA D FOR: 0 MECHANICAL i 2 11ELECTRICAL 0 PLUMBING GAS MINN° � I / ElilLLAING D8%. 32' -0" UNDER GROUND COMMUNICATIONS & FIRE SERVICE -! W/ (2) 1 1/2" CONDUITS TO BELOW FLOOR CLASSROOM #101 22 "x 30" ATTIC ACCESS _ � I I 1/ x \I 21' - I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of anV l adopted code or ordinance. Receipt of con -I tractor's copy of approve •,• ans acknowledged. <� .l #-. ; f 9 )22 Date Permit No. -- i I: I Et t, Dom - o61 o ' 3' -0" CITY O T XWiLA V".19:99 PERMIT CENTER Acio FRONT MOD -A FRONT MOD -B NOTES: 1) DECK & RAMPS - BY EVERGREEN 2) PT SKIRTING - BY EVERGREEN CAD FILE 3065-1-0 DATE 3/18/97 aB NAME EVERGREEN STANDARD DRAWINGS 28'x32' CLASSROOM (HEAT PUMP) DRAWING FLOOR PLANS, SHEET 1 • 0 SCHEDULES MARK REVISION PRELIMINARY DIST FINAL DISTRIBUTION EVERGREEN MOBILE 4. o e . DRAWN BY RDH I DATE 3/18/97 3/31/97 SALES: 8345 154th Ave. N.E. Redmond, WA 98052 (206) 861 -7400 FAX (206) 881 - 6814 PRODUCTION: 14219 35th Ave. N.E. Marysville, WA 98271 (360) 653 - 7577 FAX (360) 659 -7735 THIS DRAWING CANNOT BE REPRODUCED WITHOUT WRITTEN CONSENT OF EVERGREEN MOBILE COMPANY JOB N0. 3065 39 - 104 &105 A/B STANDARD PLAN NO. UBC -283 OF 6 j RIDGE CAP (INSTALLED ON SITE) GIRDER TRUSS EACH SIDE. C i I S V Jds t _ 1 MIN uvrnao•rxrrrrrrao•... , ran,. \,.rn. ' ' 1111 111IWOIIIMPIOII11I61111.1111111I111i111I111111OR llIIIIIIIIIMP1IIIIIIIO1IIIISTala ∎ ` at arm 5868 FLOOR ASSY: - CARPET, SEE COLOR SCHEDULE - 3/4" T &G UDLX PLYWOOD SUB -FLOOR 1 -PERM MAX. VAPOR BARRIER - 2x10 N.F. #2 FLOOR JOIST © 16" O.C. W /SIMPSON KLUP210 JOIST HANGERS & DOUBLE RIMS DOUBLE AT M/L (STAGGERED BLOCKING ® MID -SPAN) - R -21 FIBERGLASS INSULATION BATTS (UNFACED) TO WARM SIDE (STRAPPED TO TOP OF JOISTS) - MOBILE FLEX UNDERCLOSURE A i III U II(i( {i 3/8 "0 x 4 1/2" LONG MACHINE BOLTS W/ (2) FLAT WASHERS & NUTS, ® 48" O.C. CABLE END VENTING IN ACCORDANCE WITH 'U.B.C. SECTION 3205(C) rn T A CROSS SECTIO\ Scale: .3/ = 1 - -0 1/2 "0 x 7 1/2" LONG MACHINE BOLTS W /(2 EACH) 1/2"0 & 3/4 "0 FLAT WASHERS & NUTS (INSTALLED © 48" O.C.) 12 13 ROOF /CEILING - 3 -TAB 240# FIBERGLASS COMPOSITION SHINGLES, CLASS C - (2) LAYERS 15# BUILDING FELT - 1/2" CDX PLYWOOD SHEATHING - MFR ROOF TRUSSES ® 24" O.C, 3/12 PITCH - MFR GIRDER TRUSSES @ ML W/ 3/8 "0 x 4 1/2" L. THREAD BOLTS W /(2) FLAT WASHERS & NUTS ® 48" O.C. KLU26 JOIST HANGERS @ GIRDER TRUSS TO MONO TRUSS. - R -30 FIBERGLASS INSULATION BATTS WITH MAX 1 PERM VAPOR BARRIER (25 FS) W /AVG. R -VALUE INSULATION STACKED ® CENTER. - SUSPENDED 2'x4' ACOUSTICAL CEILING GRID (INSTALLED AS PER U.B.C. STANDARD 47.18) z .006 POLYETHYLENE, (BLACK) LAP SEAMS MIN. 12" 0" OF COMPRESSED R -3 2x4 CONTINUOUS SUB FASCIA 1x6 FASCIA BOARD ALUMINUM RAIN GUTTER W/ 7 — 2 "ROUND ABS DOWN -SPOUT PAINTED TO MATCH TRIM — EXTERIOR WALL ASSY: - 1/2" LP SIDING W/ GROOVES @ 8" O.C. - 5/8" TYPE "X" EXTERIOR GYPSUM WALL SHEATHING - 2X6 STUD GRADE STUDS W/ DOUBLE TOP AND SINGLE BOTTOM PLATE, MIN LAP SPLICE 4' -0" - 1 PERM VAPOR BARRIER TO WARM SIDE - 3/8" CDX PLYWOOD (SEE SHEAR WALL SCHEDULE FOR NAILING REQUIREMENTS - EVERGREEN E -Z WALL FINISH 16d NAIL AT 6" O.C. 10d NAIL AT 6" O.C. GALV "Z" FLASHING 2x4 VENT BLOCKING O EACH BAY SIMPSON # H2.5 ® TRUSS TO PLATES W/ (5) 8d © TRUSS & PLATE W/ MOMENT TABS ® TRUSS & PLATE REVERSED AT EACH ODD LOCATION r _ SKIRTING BY OTHERS CITY OF T'LX �FWIL4 V o A99 4 PERMIT CENTER MARK A JOB N DRAWN BY RDH REVISION PRELIMINARY DIST FINAL DISTRIBUTION EVERGREEN MOBILE 4 C PANY 3065 CAD FILE 3065 -2 -0 DRAWING BUILDING SECTION DETAILS DATE 3/18/97 3/31,107 SALES: 8345 154th Ave. N.E. Redmond, WA 98052 (206) 861 -7400 FAX (206) 881 -6814 PRODUCTION: 14219 35th Ave. N.E. Marysville, WA 98271 F 360) 353 -7577 AX (360) 659 -7735 1116 DRAWING CANNOT BE REPRODUCED WITHOUT WRITTEN CONSENT OF EVERGREEN MOBILE COMPANY 397- 104 &105 A/B STANDARD PLAN NO. UBC -283 DATE 3/18/97 '08 NAME EVERGREEN STANDARD DRAWINGS 28'x32' CLASSROOM (HEAT PUMP) SHEET 2.0 OF 6 Od O �j� Q11 ❑� A \ ■ ■ 0 0 F2 A 0 F2 A 0 F2 B 0 I 0 1_ i- ■ 2 A F2 A 8 o r ° _ 1 F2 o A F2 o A ' A F2 • A i 1 R/A GR LLS 6 1 4 AFF GENSCO 18 "x12" F2 > I IP' 0 17 SPACE 19 SPACE ELECTICAL SYMBOL LEGEND V \! 4' FLUORESCENT RAPID START ENERGY — SAVING LAMP (72W) 2 —TUBE WITH ENERGY EFFICIENT BALLAST HARRIS #300, POLYCARBONATE, VANDAL PROOF EXT LIGHT WITH EB BACK BOX FOR PHOTO CELL, 100 W MAX LEVITON SWITCH, SINGLE POLE WITH COVER PLATE OCCUPANCY SENSOR: CONTROL UNIT — #257151SWA H —MOSS SYSTEM SENSOR — #257151CBA H —MOSS SYSTEM EXTERIOR METER BASE CIRCLE AW —U264 W/ 51H JAW KIT # 50365 & OVERHEAD HUB AND KNOCK OUTS FOR U.G. SERVICE AND MANUAL 'BI —PASS BLOCKS CLOCK RECEPTACLE, 90" A.F.F. ROUGH —IN FOR TV COAX CABLE +90" A.F.F. LOCATION TBD STANDARD WALL DUPLEX RECEP. +18" A.F.F. SPACE SPACE SPACE 15 SPACE SPACE 10 SPACE SPACE SPACE 12 14 16 CIR PANEL NO. P1 5 DESCRIPTION LIGHTS /OCC SENS 7 SP E PAN EL LOCATION: CLASSROOM LOAD TRIP AMPS 120/240 VOLTS 1 PHASE 3 WIRE 125 AMPS WITH MAIN BREAKER I I TRIP AMPS LOAD 20 720 RECEPTS MOD A (4 LOAD CALC /LIGHTING BUDGET FIRE ALARM EQUIPMENT: (ALARM HOOK UP — N.I.C.) — 'FIRE ALARM PULL BOX @ 48" A.F.F. (ROUGH —IN) — HORN STROBE @ 80" A.F.F. TO CENTER (ROUGH —IN) — COMMUNICATIONS INTERCOM SWITCH @ 48" A.F.F. (ROUGH —IN) — COMMUNICATIONS SPEAKER @ 80" A.F.F. TO C/L (ROUGH —IN) — (1) 1 -1/2" C. FOR COMMUNICATIONS, (1) 1 -1/2" C ALARM CONDUIT ONLY — SMOKE DETECTOR ROUGH —IN, @ CEILING (TO STROBE @ WALL) 125 AMP 110/208 VOLT PANEL WITH REQUIRED BREAKERS 1 PHASE, ELECTRICAL SERVICE ENTRANCE TO BE UNDER GROUND ELECTRICAL HOOK UP — N.I.C. HVAC LEGEND SHOEMAKER /104PD24" X 24" SUPPLY AIR GRILL W/ 8" DIA NO LABOR COLLAR & BALANCING DAMPER (5 REQ) 1" DUCT BOARD W/ SEAMS TAPED AND SEALED W� 1 1/2" DUCT WRAP (R - TOTAL) 28 °x 8° I.D.x 10', 20 "x 8" I.D. @ 15' HEAT PUMP: SEE EQUIPMENT SCHEDULE FOR TYPE & SPECS EXTERIOR DISCONNECT: SWITCH FOR HVAC UNIT 8" DiA FLEX DUCT PANEL SCHEDULE SPACE SPACE DESCRIPTION CIR 18 20 CONNECTED LOAD: 18852.0 WATTS 78.55 AMPS DEMAND LOAD:20596.76 WATTS 85.82 AMPS LOADS 120/240V, IPHASE MAIN PANEL ELECTRICAL LOAD CALCULATIONS Job Name: EMCO STD CLASSROOM 28X32 (HEAT PUMP) LIGHTING: INTERIOR 1,152.00 EXTERIOR 100,00 TOTAL LIGHTING: 1,252.00 WSEC LTG BUDGET: BUILDING AREA 832.45 PERIMETER 119.33 SUBTOTAL 1,123.81 SUBTOTAL 894.98 TOTAL 2,018.78 RECEPTS: THRU 10,000 1,620.00 MOTORS: LARGEST 3,912.00 REMAINING 888.00 SPACE HEATING 10,000,00 MISC. (see wksht) 1,180.00 I_ 18,852.00 WATTS WATTS OR SF CODE FACTOR DEMAND LOAD WATTS WATTS WATTS CONNECTED LOAD 78.55 AMPS SF LT W (INTERIOR W (EXTERIOR WATTS WATTS 1.25 1.25 * 1.35 VA /SF 7.50 VA /LF BUDGET) BUDGET) 2,018.78 WATTS .00 1,620.00 .25 4,890,00 .00 888.00 .00 10,000,00 .00 1,180.00 POWER, C Scale: 1/4" = 1' —O" 0.00 WATTS 0.00 WATTS (0 unless>wsec budget) 20,596.78 WATTS DEMAND LOAD 85.82 AMPS SPEAKER @ 90" A.F.F. FOR INTERCOM SYSTEM INTERCOM SWITCH @ 48" A.F.F. ® A SCALE: 1 /4" = 1 ' -0" LARM ROUGH -IN DETAIL VAC P LA \ *EQUIPMENT BY SCHOOL DISTRICT HORN STROBE @ 80" A.F.F. FIRE ALARM PULL BOX @ 48" A.F.F. TERMINATE UNDER FLOOR (SERVICE) 3/4" 0 CONDUIT *BACK BOXES BY EMC CONDUIT W/O WIRE BY EMC CITY OF TU? WILA 1999 PERMIT CENTER MARK FRONT MOD A FRONT MOD B REVISION FINAL DISTRIBUTION ADDED HVAC INFO EVERGREEN MOBILE 4 COMPANY THIS DRAWING CANNOT BE REPRODUCE) WITHOUT MIEN CONSENT OF EVERGREEN MOBILE COMPANY JOE NO. 3065 39 -104& 105 A/8 DRAWN BY R D H CHECKED BY UBC -283 CAD Hi 3065 DATE 3/18/97 JOB PEE EVERGREEN STANDARD DRAWINGS 28' x 32' CLASSROOM DRAWING ELECTRICAL PLAN SCHEDULES SALES: 8345 154th Ave. N.E. ( Redmond, WA 98052 FAX 881 -6814 PRODUCTION: 14219 35th Ave. N.E. Marysville, WA 98271 (360) 653 -7577 FAX (360) 659 -7735 '3.0 OF DATE 3/31/97 4/2/97 6 �I II it yT— ;I IJ _� - - -- - - -- - - - � -- -- r - - I L I 1 = II=I L J p 11 LEFT ELEVATION Scale: 1/4"=r-0" ' -0" RIGHT ELEVATION Scale: 1/4"=1 Scale: 1/4" = 1' -0" EXTERIOR ELEVATIO \S 3 TAB FIBERGLASS ASPHALT SHINGLES 1X6 R.S. FASCIA 1X4 R.S. CORNER TRIM DOWNSPOUT Dqq FRONT ELEVATION Scale: 1/4"=1'-0" REAR ELEVATION Scale: 1/4 " =1' -0" GABEL END VENTING IN ACCORDANCE W/ 1994 UBC 1503.3 SEE CALCULTAION BELOW VENTING REQUIRED: 28' X 32' = 896 SQ FT _ 2.98 SQ FT X 144 = 43— SQ IN 300 VENTING PROVIDED: 32 VENT BLOCKS X 15 SQ IN = 480 SQ IN (4) 12 X 18 BGABEL VENTS X 100 = 400 SQ IN TOTAL = 880 SQ IN REM ,FED e CITY OF TUKl' ILA PERMIT CENTER UNDERFLOOR ACCESS 30 "x 18" MIN DRAWING EXTERIOR ELEVATIONS METER BASE: CIRCLE AWU264 W/ OVERHEAD /UNDERGROUND SERVICE ENTRANCE MARK REVISION FINAL DISTRIBUTION EVERG =SEEN MOBILE C W ANY IBIS DRAWING CANNOT EE REPRODUCED WITHOUT JOB ND. 3065 DRAWN BY RDH CAD FILE 3064 -1 —0 DATE 3/31/97 SALES: 8345 154th Ave. N.E. Redmond. WA 98052 FAX (2861-7400 6814 PRODUCTION° 14219 35th Ave. N.E. Marysville. WA 98271 F 360) 633 -7577 AX (360) 659 -7735 WRITTEN CONSENT OF EVERGREEN MOBILE COUPANY 397- 104 &105 A/B STANDARD PLAN NO. UBC -283 DATE 3/18/97 Joe NAME EVERGREEN STANDARD DRAWINGS 28'x32' CLASSROOM (HEAT PUMP) SHEET 4.0 OF 6 m a it yT— ;I IJ _� - - -- - - -- - - - � -- -- r - - I L I 1 = LEFT ELEVATION Scale: 1/4"=r-0" ' -0" RIGHT ELEVATION Scale: 1/4"=1 Scale: 1/4" = 1' -0" EXTERIOR ELEVATIO \S 3 TAB FIBERGLASS ASPHALT SHINGLES 1X6 R.S. FASCIA 1X4 R.S. CORNER TRIM DOWNSPOUT Dqq FRONT ELEVATION Scale: 1/4"=1'-0" REAR ELEVATION Scale: 1/4 " =1' -0" GABEL END VENTING IN ACCORDANCE W/ 1994 UBC 1503.3 SEE CALCULTAION BELOW VENTING REQUIRED: 28' X 32' = 896 SQ FT _ 2.98 SQ FT X 144 = 43— SQ IN 300 VENTING PROVIDED: 32 VENT BLOCKS X 15 SQ IN = 480 SQ IN (4) 12 X 18 BGABEL VENTS X 100 = 400 SQ IN TOTAL = 880 SQ IN REM ,FED e CITY OF TUKl' ILA PERMIT CENTER UNDERFLOOR ACCESS 30 "x 18" MIN DRAWING EXTERIOR ELEVATIONS METER BASE: CIRCLE AWU264 W/ OVERHEAD /UNDERGROUND SERVICE ENTRANCE MARK REVISION FINAL DISTRIBUTION EVERG =SEEN MOBILE C W ANY IBIS DRAWING CANNOT EE REPRODUCED WITHOUT JOB ND. 3065 DRAWN BY RDH CAD FILE 3064 -1 —0 DATE 3/31/97 SALES: 8345 154th Ave. N.E. Redmond. WA 98052 FAX (2861-7400 6814 PRODUCTION° 14219 35th Ave. N.E. Marysville. WA 98271 F 360) 633 -7577 AX (360) 659 -7735 WRITTEN CONSENT OF EVERGREEN MOBILE COUPANY 397- 104 &105 A/B STANDARD PLAN NO. UBC -283 DATE 3/18/97 Joe NAME EVERGREEN STANDARD DRAWINGS 28'x32' CLASSROOM (HEAT PUMP) SHEET 4.0 OF 6 m a _� - - -- - - -- - - - � -- -- r - - LEFT ELEVATION Scale: 1/4"=r-0" ' -0" RIGHT ELEVATION Scale: 1/4"=1 Scale: 1/4" = 1' -0" EXTERIOR ELEVATIO \S 3 TAB FIBERGLASS ASPHALT SHINGLES 1X6 R.S. FASCIA 1X4 R.S. CORNER TRIM DOWNSPOUT Dqq FRONT ELEVATION Scale: 1/4"=1'-0" REAR ELEVATION Scale: 1/4 " =1' -0" GABEL END VENTING IN ACCORDANCE W/ 1994 UBC 1503.3 SEE CALCULTAION BELOW VENTING REQUIRED: 28' X 32' = 896 SQ FT _ 2.98 SQ FT X 144 = 43— SQ IN 300 VENTING PROVIDED: 32 VENT BLOCKS X 15 SQ IN = 480 SQ IN (4) 12 X 18 BGABEL VENTS X 100 = 400 SQ IN TOTAL = 880 SQ IN REM ,FED e CITY OF TUKl' ILA PERMIT CENTER UNDERFLOOR ACCESS 30 "x 18" MIN DRAWING EXTERIOR ELEVATIONS METER BASE: CIRCLE AWU264 W/ OVERHEAD /UNDERGROUND SERVICE ENTRANCE MARK REVISION FINAL DISTRIBUTION EVERG =SEEN MOBILE C W ANY IBIS DRAWING CANNOT EE REPRODUCED WITHOUT JOB ND. 3065 DRAWN BY RDH CAD FILE 3064 -1 —0 DATE 3/31/97 SALES: 8345 154th Ave. N.E. Redmond. WA 98052 FAX (2861-7400 6814 PRODUCTION° 14219 35th Ave. N.E. Marysville. WA 98271 F 360) 633 -7577 AX (360) 659 -7735 WRITTEN CONSENT OF EVERGREEN MOBILE COUPANY 397- 104 &105 A/B STANDARD PLAN NO. UBC -283 DATE 3/18/97 Joe NAME EVERGREEN STANDARD DRAWINGS 28'x32' CLASSROOM (HEAT PUMP) SHEET 4.0 OF 6 m a �i MAIN - SUPPORT FOOTING SCAM: 3/4 " =1' —O" UNDISTURBED SOILS EXTERIOR FOOTING SCALE: 3/4 " =1' —O" 0 INTERIOR FOOTING SCALE: 3/4' =1' -0" UNDISTURBED SOILS / 6; FLOOR STRUCTURE SHIM AS NECESSARY 8" x 8" x 16" MASONRY BLOCKS PRECAST 24" SQUARE x 4" DEEP REINFORCED CONCRETE PADS FLUSH WITH GROUND 1/2 "0 x 16" LONG CARRIAGE BOLT THROUGH BOTTOM PLATE AND FLOOR ASSEMBLY SHIM AS NECESSARY 3/16" STEEL TIE —DOWN BRACKET AND 1 -1/4" x .035 STEEL TIE —DOWN STRAP #T5 -4750 PRECAST 24" SQUARE x 4" DEEP REINFORCED CONCRETE PAD FLUSH WITH GROUND STEEL TIE —DOWN ANCHOR (AS REQUIRED BY SOILS) 1/2 "0 x 7 -1/2" LONG MACHINE BOLT W /(2) 1/2 "0 FLAT WASHERS ® 48" O.C. PRECAST 24" SQUARE x 4" DEEP REINFORCED CONCRETE PAD 0 t) SCALE: 3/4 " =1' -0" J 8' -0" OPTIONAL TYPICAL \ BOTH ENDS /' L , E_J \ - �� -/ r INTERIOR FOOTING SCALE: 1/4"=1' —0" UNDISTURBED SOILS 8' -0" 27" 8" x 32' -0" = 885 SQ' 150 5.9 SQ' x 144 = 849 SQ" I 12 VENTS © 75 SQ" EA. = 900 SQ IN. VEN — S TO BE NORWESCO #F -1 8 1/2 "0 x 7 -1/2" LONG MACHINE BOLT W /(2) 1/2"0 FLAT WASHERS 48" O.C. PRECAST 24" SQUARE x 4" DEEP REINFORCED CONCRETE PAD 32' —0" L _J L J 8' —0" TYPICAL r11 r1 `ti l i rl �.. FOUNDATION PLAN 8' -0 L> ZI TYPICAL OF 2 i' - I L �� \ / 190 24" X 18" CRAWL SPACE ACCESS SEE SHT #4.0 ELEVATIONS FOR LOCATIONS RECEIVED CITY OF TUKWILA MAY V0 1999 DcR PERMIT CENTER MARK DRAWN BY SDO DRAWING FRONT 796-110,111—A FRONT 796-110,111—B PRECON PRELIM,(2) REVISION EVERGREEN MO ILE 4 COMPANY FOUNDATION PLAN DETAILS DATE 06/05/96 06/14/96 SALES: 8345 154th Ave. N.E. Redmond. WA 98052 ( (206) 881-6814 FA 6814 PRODUCTION: 14219 35th Ave. N.E. Marysville, WA 98271 FAX ) 360 653-757 659 -7735 INS DRAW.' CANNOT BE REPRODUCED WNHOUT WRITTEN CONSENT OF EVERGREEN 110811E COMPANY CHECKED BY 397-/09t/05 /Ly JOB NO. 30 65 S/N CAD : 3095 -5 -0 DATE 5/14/97 JOB "LAME VERGREEN STANDARD lOWINGS 28 CLASSROOM STD UBC 283 SHEET l n OF 1 1/2" METAL OR WOOD HANDRAIL WITH FULL RETURN 0 ENDS (OPTIONAL IF SLOPE OF RAMP IS LESS THAN 1 IN 20) BUILDING LINE OR POST AS REQUIRED BY 'SITE. CONTINUOUS LEDGER 2 x 8 TO 4' -O" SPAN 2 x 10 TO 6' -O" SPAN BOARD W/ 1/2" X 4" GALV LAG BOLTS. 0 4.8" O.C. DIAGONAL 2 X 4 BRACING 0 POST WHERE 'BUILDING DOES NOT OCCUR 2X4 SUPPORT FROM PAD TO LEDGER WHERE BUILDING OCCURS 5' -0" (MIN) 4' -O" (MIN) 711 IT - ��, I� 48" (MIN. RAMP) 60" (MIN. LANDING) 3/4" "TUFF TREAD" PLYWOOD W/ FACE GRAIN ® 90' TO JOIST (NON SLIP SURFACE) s� CONCRETE PADS WHERE BLDG OCCURS CD DECK /RAMP SCALE: 3/4" = 1 STAIR WHERE OCCURS (DASHED) t \" JOIST HANGER CLEAR 1 - 1 /00. 1 2 X 4 SUPPORT � FROM POST BASE TO UNDER RIM, NAIL TO SIDE OF POST CONCRETE PIERS W /POST BASE SECTION -0 " SCALE: 1/2" = 1' -0" 2 X 6 TOP RAIL 2x4 INTERMEDIATE RAILS SELF SPACED (START LAYOUT FROM LANDING WORK UP) 4" SPACE MAX. BETWEEN N 4" X 4" POST 1 X 4 TRIM RIM JOIST © MAX 60" RAMP /LNDG 2 x 8 TO 4' -0" SPAN BETWEEN POSTS 2 x 10 TO 5'- 0" SPAN BETWEEN POSTS W/ (2) 1/2 0 x 7" GLAV BOLTS RIM JOIST 0 MAX 72" LNDG 2x10 TO 4' -0" SPAN 2x12 TO 5' -0" SPAN RIM JOIST CD 96" LNDG 2x12 TO 4' -0" SPAN SEE SECTION ABOVE FOR MAX SPAN TABLE 4 `.. AVI A4V RAMP — LANDING PLAN VIEW SCALE: 1/2" = 1'-0" 6' -0" MAX DIAMOND PLATE 3/16" X 10" X FULL WIDTH W/ FHWS TO PANM REVISION 2 x 10 JOIST 0 16" O.C. (TYP) /8' SPAN MAX. 2 x 8 JOIST 0 16" O.C. (TYP) W/7' SPAN MAX. 2 x 6 JOIST © 16" O.C. (TYP) W /5' SPAN MAX. II I I I I I I RAMP II I I I I II SLOPE 1:12 (MAX 30' RUN W/ i LANDING) II II 11 II RIM JOIST `- TRIM CONCRETE ER W /POST BASE RAMP— LANDING ELEVATION 1 -0" ELEVATION SCALE: 3/4" = 1'-0" D HANDRAIL OCCURS WHERE (DASHED) FLOOR JOISTS W/ TAPER CUT SET THE LAST TWO POSTS IN CONCRETE ( A - 0167 10" i 1X2 BACKING 1X8 WOOD RISER W/ 1 1/2" WOOD SCREW 12" O.C. 3/4" "TUFF TREAD " /PLYWOOD 3x12 STAIR STRINGER 2x12 TREAD METAL STAIR NOSING WITH 1/2" RADIUS AND NON -SLIP SURFACE 1 1/2" PROTRUSION MAX. SIMPSON TA10 STAIR ANGLE DRAWN Er SDO JOB NAME PERMIT CENTER CAD I R ECEVED CITY OFTUKWILA 28'x32' CLASSROOM b 8 1999 EVERGREEN MOBILE 4 COMPANY THIS DRAWING CANNOT BE REPRODUCED WITHOUT WPoTtEN CONSENT OF EVERGREEN MOBILE COMPANY JOB NO, 0 5 be DETAILS TREAD DETAIL SCALE: 1 1/2" = V-0" -0" 3095 -8 -0 DRAWING DECK AND RAMP SALES: 8345 154th Ave. N.E. ( Redmond, WA 98052 FAX (206) 8 881-6814 PRODUCTION: 14219 35th Ave. N.E. (Ma sville, WA 98271 FAX ) (360) 659— 7735 S/N 387-1 Dz}t /05,4/8 CHECKED BY UBC -283 DATE 5/13/97 O EVERGREEN! STANDARD DRAWINGS SHEET �i Q I V.l.J