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HomeMy WebLinkAboutPermit D01-215 - CITY OF TUKWILA - RIVERTON PARK PICNIC SHELTERDO1-215 Riverton Park Picnic Shelter 4104 S 131 St City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor License. No: NORDICI11OLZ RIVERTON PARK PICNIC SHELTER 4104 S 131 ST, TUKWILA WA 98188 SOUTH CENTRAL SCH DIST 406 4640:5 144TH ST, TUKWILA WA 98168 CONTACT TOM PULFORD 6300 SOUTHCENTER BL, #100, TUKWILA WA 98188 CONTRACTOR NORDIC CONSTRUCTION INC 2608 S 208 ST, SEATAC WA 98198 * ** * ****k44kk***** ******* ** kit: * ********* k *****k•******* Permit.: Description: INSTALLATION OF A PRE- ENGINEERED /PRE- BUILT PICNIC SHELTER. **** ****tch4kyk******k,kk•kk•1t *k **; *k****k**** ** kA kkk** *k****kkkk*****kk****k***kkkkk Construction'' "Valuation: $ 6,854..40 PUBLIC -:WORKS PERMITS,:. * (Water Meter Permits Listed Separate) Eng. Appr: Curb Cu /Access /S i dewa lk /CSS N f Fire Loop Hydrant: N Flood Control Zone: N Start N Stat Time: End Time Land, Altering: N Cut: Fill andscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No Sewer.. Main' Extension: N Private: N Public: N Storm Drainage: N Street Use: ,.N Water Main :Extension: N Private: N Public: N **** ** * *�k****�t**** * *kkk****kkk **** *kk•�r• * ** *****k�t�t�l***k•k******** ******k *kkk***kk TOTAL DEVELOPMENT PERMIT FEES: $ OCCUPANT OWNER: WARNING: Signature: Print Name: 734060 -0884 4104 S 131 ST NOT DEVPERM LDR 000 North: 125 IF CONSTRUCTION BEGINS BEFORE APPEAL APPLICANT IS PROCEEDING AT THEIR OWN .0 South : :Sewer: Slopes: - 1 - 01 4 -\ i"L4Lf0 DEVELOPMENT PERMIT Fire .0 East: VALVUE Y . No: PERIOD RIS:. Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: •Phone: (206) 431 -3670 EXPIRES, 98188 D01 -215 ISSUED 11/14/2001 05/13/2002 PRIVATE GARAGE 1997 NONE .0 Phone: 206 -433 -0179 Phone: 206 -824 -4200 ize(in): .00 23426 • * kk******************** k• k•*• k************** ** ******** * * *** **** *** ***k *k• * Perrni t Center Authorized Signature : Date: / / /y 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 w xk n I am authorized to sign for and obtain this development p yt Da I L-14 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. • Print Name: ` U1-tc CITY OF TUKWILA Address:. 4104 S 131 ST Suite:. Tenant: type:: DEVPERM arcel :# 734060 -08t34 * ** t******* ** * * * * * * * ** * ***•k * * ** * * *•k•k * ** k ** * * * * * *•k **...... k * ** * * * % * * ** k * * * *•k * ** erbrit Conditions: No changes will be made to the plans unless approved by the Engineer and the Tukwila.. Building Division. When special inspection i requi red -either the owner, ;architect or engineer shall notify the rTUkwi l a Building Division of *Ointment ntment of the inspection agencies prior to the first building ins,pection Copies of all special inspection. reports' . : be submitted to the B u i l d i n g • Division An a timely manner. Reports shall contain `address, project name, ; permit number and type of inspection 'being performed. The special inspector shall submit a final'`signed report. stating :whether :the wo I 'requiring special inspection was;,. ;'the best of the ins'pector's,.knowledge, in conformance h approved,_``p lans _and specifications and the applicable' wCtiimanship provisions of the UBC' ;. ,1 l! construct i on to,be done in conformance with approved ans and requirements` -of the Uniform B u i l d i n g Code (1997 tion) as amended, Uniform Mechanical Code (1997 Edition n Washington Sate', Energy Code (1997 Edition) Vali d i tys= of P'e•rnri t The ;,issuance of `a permit or approval of l ; ins, ; speci f i cati ons', and computa t i ons . shall not be cori- tr to be a permit for, err anr•'approval of, any violatior + f .any of ;'the provisions of the building code or of any , oth!t.rordinance of the jurisdiction. No permit presumin give ; authority to violate or cancel the provisions of ::this' , code;•,shall. be '` ; valid Al l,permits, inspection records, and 'approved plans shall be available at the job site prior to the start,.' of any con - struct•;ion These documents are to be maintained and avail- 'able until final inspection approval is granted. Permit No: D01 -215 :Thereby certify .that I have read_ these conditions and Will comply with 'them as outlined A1.1 provisions of law and ordinances governing 'his work will beco'mpl:ied with, ''Whether specified herein or not .The' granting of this permi d oe s ..nat:..pr.esum'e.r:ta:` authority to violate or cancel the' provisions a ny q,ther "work or local laws regulating construction the performance of work. Status: ISSUED Applied: 07/18/2001 Issued: 11 /14/2001 Date: 1(-)Vr-aZ(-- Project Name r� /;� -�,�� 1� �11(� 1 U 11 17K, L Q j L �� � Ii r , S ` 1 Vt,�l �i�__ _, Value of Cpns tructiorb,, If yes, extent of change: t �) 000 Site Address :_ ( „ W , ,� 4 // 04 ' :5• / i � _ City City State /Zip: t 'N Tax r � 7 4 'arcel Number: - c 00664 - _ Property Owr�eii , . , D f -1 - , , `1 �� (, `C` 1 �- -� Phone: ?,6to (-12)1 — Q l , ir � Street Address: n, . t 2 cu "OL-A CJ 4 L ( , City State /Zip: 1 �, � Kd1 C 7PAB o Fax #: -OcC0 ( fl ( -- 2 7 (¢ C25 Contractor: N/A- Phone: Street Address: City State /Zip: Fax #: Architect: NA Phone: Street Address: City State /Zip: Fax #: Engineer: N A Phone: Street Address: City State /Zip: Fax #: Contact Person: Pho e: rake -9 _ 01 71 `PLA& -0 Street Add s City State /Zip: Fax #: Description of work to be done: I fiS M LAt" �x G et'WZ -fu-t( Ohl kfr-coo PR-k. - 6) kILT p1-c ot is 4Ai1lt4 Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office in School /College /University j71 p ` P '$ -- Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /Universi ,® Other P c-4 - 42 0 14 c- PL —te- -- Will there be a change of use? CI yes in no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm , "none ❑ other (specify) Building Square Feet: -°"- existing . .. +i-t9 new Area of Construction: 4 Will there be storage of flammable /combustible hazardous material in the building? ❑ yes 73, no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUK =4IILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Proje,...Jumber: Permit Number: 0( -215 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. o �f'iS t`W' APPLICANT PUBLIC WORKS:SITE/CIVIL PLAN REVIEW:OF THE FOLLOWING: (Additional reviews may be determined . by the Public. Works Department) Cl Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): Size(s): Size(s): Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Est. quantity: gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: 7 - 1 -Di Date application expires: taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 BUILDING AUTtfO I Bp AGENT: 7 Signature: r] 1 Date: ` � i a- a c 6 Print name:. Pho Address: (0331) ( Ch t1..\40 City /State /Zip w1V ( Wlj, 9 o jl,pa _ ALL NEW COMMERCIAL/ADDITION _ u LTI- FAMILY PERMIT APPLICATIONS T BE SUBMITTED WITH THE FOLLOWING: > 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 > 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) El ❑ 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 architect/engineer, 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT. DOC 1/29/97 k * *; ** **** *** * *k * * * * *, *** * **** * * * * *k* **k *k *k * *k * ** *r* * ** *k ** * I,TYJ OF TUKWILA, WA TRANSMIT *'k•k k * ** A* ** k*•k- k•k•k ***•,* I k *•k *•k *•k *•k*•k•k•k*•k * *•k* k*•k *•k k *•k•k *•k *••k k• k•k*•k•k* RANSMIT: Number': R0101462 Amount: 234.26 11/14/01 15 :27 Payment Method: ACCT Notation: 303.00.594.190.6 Init: S'S Permit No :. 001 -215 Type: DEVPERM DEVELOPMENT PERMIT Parcel = No 734060 -0884 Site Address: 4104 S 131. ST Total. Fees: . 234..26 s Payment .. 234.26 Total , ALL Pmts: 234.26 Balance: .00 Account Code Description Amount 000/322'.10p BUILDING - NONRES 139.25 000/345.83.0 PLAN CHECK - NONRES 90.51 90/386..904. .. STATE BUILDING SURCHARGE 4.50 . nnr.,,•C {J• nM y! / ?yM. /tyM�An'.i�al�fii!4�1 1'��a�w..rL41K�. IY4i Gl�f _� ��tL•jfJ'S� i h 1Qy!�•y��tf;•p M�; i:•ir� HZ� W ei J o: U0 tn W Z! J F-: w 0 J; Di = a :z Z 0 t 0 - w 11.11 . U w� _ 0. til Z 0 H:: : : • INSPECTION RECORD "Retain a copy with perniit INSPECTION NO. 1 . 4 CITY OF TUKWILA BUILDING'dIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ERMIT NO:. (206)431-367 P5,9ject: /Type of Ingpestion: /revem /2 i/feritte . SZ.4 Address: Special instructions: Date called:- Date wanted:: • ; (a:rn; PhOr35 pproved per applicable cod Corrections required prior to approVal. COMMENTS: 1 ,„ • • • 4, • Inspecto . Date: El $47.00 REINSPECTIO E REQUIRED. Prior to inspection; fee must be paid at 6300 Southcenter • Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: thin) PM1kn ' T of Inspection: • o ft Gf wu vi Address: t s t WO .. /3 Date cal led: 1 r 0 a Special instructions: 4046L; uitC. 41. • a Date wanted: J; „ ;, ,.:. . Requester: , Go rd oh P hone: � � .233 -- V - 3/60 INSPECTION NO. Approved per applicable codes. INSPECTION RECO Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, •Tukwila, WA 981.8 PERMIT NO. (206)431 -3670 COMMENTS: 7--.-- ;' "2„. 3 t 7L° / ct9/62i-47 /1/ 5 4,6 Inspecto L� Date: Corrections required prior to approval. �. $47.1f6REINSPECTI FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter I d., Suite 100. Call to schedule reinspection. Receipt No: Date: Y- >a"��$krJlielix�.'Yart''jA�Ci�a sic aStiizi'V:Orrr;,r • ..i . ti ` '. f i i. S Apw` yeti: :': "� ^.i..'.`{Xt4Vt INSPE ION NO CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd; #100, Tukwila, WA 98188 Approved,. per applicable. codes. INSPECTION RECORD Retain a copy with permit • •; PERMIT NO. (206)431 -3670 Special instructions :' 'Type of Ins ection: / �. e Date calle Date wanted: 7-20- 0/ Requester: Phone: c ? e Y(7 fc7/ Corrections required prior to approval. COMMENTS: Date: 47:00 REINSPECTION I J'REQUIRED. Prior to inspection, fee must be paid at - 6300 Southcenter, Blvd., Suite 100. Call to schedule reinspection. Receipt No; Date: King County Property Information Search Methods: Parcel Number Address Street Intersection Help Instructions Advanced Users Site Map Sets General Set Environmental Set Planning Set DISCLAIMER King County, Washington HOME DES Districts NEWS SERVICES Department of Development and Environmental Services Selected Parcel Information Taxpayer SOUTH CENTRAL SCH DIST 406 Parcel Number 1 7340600884 Click on links below for additional information Zoom to city: zif !City Names COMMENTS Scale 1 Inch = 216 feet (approximate) Links to external sites do not constitute endorsements by King County. By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. — — --------- Map Direction A1 • IP- V Map Level 1" = 400' 1" =1200' 1" =2400' 1:24000 EJ PARCELS Parks Streams Roads Schools A Major Roads •e6 C•rti• 1 110 W ater Bod RECEIVED CITY or rjLA PERMIT CENTER Page 1 of I 011 Of IVOILK pppRO\IED Ki_ng I PDES I News I Services I Comments I Search 3131. 2 0 20 tutuANG ovvt,:-)nt.; .../esrimap.dll?name=ParLoc3&devconval=&MAPSET=GEN&CityName=City+ mes&Le I 418/ Di 4 . Ail 741) A. Size Laminated Beams, Laminated Columns & Pine Decking Model Number Laminated Beams, Laminated Columns & Western Cedar Decking Model Number Laminated Beams, Steel Columns & Pine Decking Model Number Laminated Beams, Steel Columns & Western Cedar Decking Model Number Approximate Weight 16X20 8- 1620LU 8-1620LC 8.1620E1J 8-1620EC 4575 —a .16X28 8-1628LU 8- 1628LC 8.1628EU 8- 1628EC 6400 20X28 8.2028W 8- 2028LC 8- 2028EU 8.2028EC 7470 20X36 8-2036W 8-2036LC 8.2036EU 8-2036EC 9350 20X44 8.2044LU 8-2044LC 8.2044EU 8- 2044EC 11275 30X38 8-3036W 8- 3036LC 8.3036EU 8- 3036EC 14200 30X44 8- 3044LU 8-3044LC 8.3044EU 8-3044EC 17000 30X52 8- 3052LU 8 -3052LC 8.3052EU 8- 3052EC 19900 30X60 8- 3060LU 8- 3060LC 8- 3C60EU 8.3060EC 23000 30X68 8-3068LU 8•3068LC 8- 3C68EU 3-3068EC 26100 30X76 8- 3076LU 8- 3076LC 8- 3076EU 8.3076EC 29200 • 50X60 8- 5060LU 8.5060LC 8- 5060EU ' 8.5060EC 42500 50X68 8- 5068LU 8.5068LC 8-5068EU 8- 5068EC 48000 50X76 8- 5076LU 8- 5076LC 8-5076EU •8- 5076EC 53700 50X84. 8- 5084L1J 8- 5084LC 8-5084EU 8-5084EC 59200 Roofing shingles are not included in shelter package. Asphalt shingles package is available; to order add a "2" to the model number. THE RECT NGULAR S LTER • Stands up to years of weathering and rugged use • Standard sizes vary from 16' x 20' up to 50' x 84' • Available with Laminated Pine or Steel columns • Available with Pine or Western Cedar decking RECTANGULAR SHELTERS WITH LAMINATED PINE BEAMS • Interior beams are designed so birds can't perch on them • Please inquire for pricing, additional drawings, and detailed information on our shelters itirb per a. SPECIFICATIONS Manufacture of the structural glued laminated timber shall conform to the manufacturing.requirements of the American Institute of Timber Construction Standards, AITC -100, and standard Specifications for Structural Glued Laminated Timber AITC -117. Quality control shall be provided in accordance with PS -56 -73 Voluntary Product Standard for Structural Glued Laminated Timber, and the American Institute of Timber Construction Inspection Manual, AITC -200. A certificate of conformance to these requirements shall be furnished and the AITC Quality Mark shall . appear on all laminated members. Laminating Lumber shall be kiln -dried Southern Pine stress graded to meet the requirements of Standard Specifications for Structural Glued Laminated Timber, AITC -177. Lumber combination shall be determined by the design requirements for each component and designated on the fabricator's shop drawings. AITC lumber combination symbols shall be used for this identification. Adhesives shall be waterproof conforming to ASTM D 2559 -70. Roof decking shall consist of 2" nominal, #2 & BTR Southern Yellow Pine specified lengths, single tongue and groove with V -joint face side. Optional Western Red Cedar decking available. Roof shall consist of 225# asphalt shingles with one layer of 15# roofing felt. Shingles colored Cedar Blend. Nails for attaching felt and shingles are included. All hardware for connecting beams to columns is included, plus nails for installation of decking and roofing material. The roof system is designed to withstand 30 PSF live load and 20 PSF wind load. Laminated columns are embedded in footing for stability; no additional bracing required. The fabricator shall furnish complete shop drawings showing the necessary details. Appearance grade shall be AITC Premium. All members shall be individually wrapped for protection. Columns shall be glue laminated Southern Yellow Pine pressure treated. Fascia shall be 2" x 6" tight knotted select grade Western Cedar. The general contractor is responsible for protection of the materials after arrival at destination by rail cars or trucks. If stored temporarily, members should be placed on blocks well off the ground and separated with wood strips so that air can circulate around each member. Cover top and bottom with moisture- resistant paper. Use non - marring slings when handling. i' i — ? GRAVEL „[.' i , flit AS REQ �Qf� - • ,`; ' DECK SPIKES EN tiIL, ia� '°� •, IIIELU UpFRATRINI :V \IRLTEC LE ICs.r lll.%� • �.''�� Gt t k n iM i3ak t53caa t �S kulePail k . ' ".1/R3 d '. S .f Al MANSION IUIN T E.NBEDKIENT DETAILS I I IN INI.III1R IIUI N 1^• • I I I In 11.111 '— >.; :flit. rLui ... .. CI• \\ R.TE i1 Ad I Terry A, Nettles, RE, ® ® Consulting Engineer. structural & residential engineering TUKWILA SHELTER Playscapes Northwest STRUCTURAL REVIEW ENGINEERING CALCULATIONS 1997 Uniform Building Code Seismic Zone 3 80 mph Wind, Exposure B Floor & Deck Live Load — 40 psf Snow Load, 25 psf Soil Bearing 1500psf (assumed) L ECF1RES: 10 / 08 / 02 7777 92nd Street NW Gig Harbor, WA 98332 VOICE (253) 858 -7777 FAX (253) 858 -7777 A N N I Terry A. Nettlr-- , \ P.E. y _ I Consulting Er., Peer 7777 92nd Street NW Gig Harbor. WA 98332 VOICE & FAX (253) 858 -7777 8 F126 'C1CNP1kI pOL ur, fi t,✓✓ v iz400.r a` p� t,L OL J (2' Co oveToLL Project TUKWILA HO.' '-;'IZ Sheet of Job No. 2 (12 l Subject Date - 7/ 4 r' Moo L, (Cwt. G -r-o- L V v2 M LOAD =12 coLuto - ( 37, S 5P = 24co ■Ca 1 55e5 )4. %� �(ZOM 2 1 K coL c OOQ l fir r= 630J' » Z 460 ✓ ort, OLUM1.1 aT N6S pie-R.5 4' 1)Ce 2 i cff7 P &UM5 -rwe 4 X41tr I ik = (5 CO r 2P LATE rr1 - 150 r cT /0% b pc►21NG IIJGf `,C _G--A F fr = (14. 3 (,z) (SUd = 2 t): = 11- 91 = � . 1 Sr �,� = 4'00 >) 24'04 12 T 51 VC C h s i -- (.2� -� Z 15 " EL - 7 0 p= 4-15-0 p )(4 'X 2' 126, oT, p s ry O ) re • J O U) W: W W o '. g Q to � Z 1-o Z F- • p U w W W U. o w Z. U -; I= _ '. O H , . Z CI ? C Il Ov N Terry A. NettI "P.E. V bk I Consulting Et. . ,leer 7777 92nd Street NW Gig Harbor, WA 98332 VOICE & FAX (253) 858 -7777 LA'rrG.,osu Ot '2u 1 t, P (i4 Ce 1 .(1 )1 �7M t G Cc5) -1 RO LS GoLuMN r'xa- 112!/4 pe -4 Project Tul <W11 5 I- �E2-fl 2, Subject v . - 0,, Vi , (56 1 80 d Pte) 7 ,O C. ( I .77) /680 --o/tL C-�z Co w,ti, N ( 486 r E ; r a Sheet 2 of 0 Job No, 2 -t1 2 .1 Date -715/01 t!o(28) IZ �SPS 5 MA9( Iv STIzucMg ' 6 ' » , Z ( 9 . = _ I2O5* ,p (I) 214 pf 210 /caL-, . CO Nl I n Er 1Z • G -t-P • o'(' f= ou I.I PA-1T101 -I Me h as 2l0 *(96 �I/ , 20 /6 l�r..._. ,r ue2r1 Ts 5 S r 1,95 . L = 3.52 5 = 24-0 k-t° _ 0,6 (16 (1) - 3'�.� = /� ZY; F 3.5 i-, 1' /, `b "I VtYi,, -P G, - 1 L 1 0 �--- 10132 L " = 0, l/ L 1,0 {/ �l2 Cl h I T Z4-00 cl Av v Terry A. NettleP,E. v �. I Consulting Er eer 7777 92nd Street NW Gig Harbor, WA 98332 VOICE & FAX (253) 858 -7777 SO Ve0 C = T = M - 2 3` Project I OKI O L1A �7 N �'I ?2. Sheet of Job No. lit 12 ( Subject Date 7l570 - 1-D G r 64) ki Ar; MA 1'P j3ex1P JG G o ity P Ar, 13 • 2 a _ Ita 4 /4-R = 2335 v I t pon' (12ii 27a 4 s 270 - 4-7z �b M �� o, ZZ .3 it (,<)L o, Za GE: b4 I)1 I G N I N r" O MA' I' I O N File Name: 853CALC1 Disk CAL JOB DISK NOTCS THE STANDARD IRON MOUNTAIN FORGE kEUTANGULA.R PARK SHELTERS ARE DESIGNED USING THE DATA SHOWN BELOW. CUSTOM DESIGNS ARE AVAILABLE UPON REQUEST. BASIC DESIGN DATA LOAD DURATION FACTOR ALLOWABLE SHEAR STRESS ALLOWABLE BENDING STRESS MODULUS OF ELASTICITY ROOF DEAD LOAD ROOF LIVE LOAD WIND LOAD DESIGN SPACING 'TUKWILA 1.15 200 psi 2400 psi 1700000 psi DRY CONDITIONS OF USE FOR BEAMS, WET CONDITIONS FOR COLUMNS 15 30 21 8 ft WIND LOAD DOES NOT CONTROL DESIGN OF CURVED TAPERED BEAM. STANDARD CURVED TAPERED BEAM SPANS: 16', 20'. 30'. 50' NOTES ON CURVED TAPERED BEAM ANALYSIS PROGRAM THIS LOTUS 1 -2 -3 TEMPLATE IS BASED UPON THE DESIGN IN CONSTRUCTION MANUAL. THIRD EDITION..ON PAGES 5 -221 TO TEMPLATE FOLLOWS THE EXAMPLE ON PAGE 5 -239. REFER TO THE TIMBER CONSTRUCTION MANUAL FOR DRAWINGS. DEFINITIONS OF TERMS. LYSAGHT &ASSOCIATES, P. k. STRUCTURAL E7ic l EMS • 120 St. Malys Stree Rate1gh, North Carolina 27605 (919) 833.04 psf psf psi (Lxt e - GE. CoL-V w.. P, loo CNGU.lEEhlt k Fp/1, CURED 13'-f o * FWND Co(CpzGT AN'D PsrPUc4otx to ThiS mojE�'r THE TIMBER 5 - 249. THE CHARTS AND PROGRAM LIMITATIONS SPECIES MUST BE SOUTHERN PINE NO RADIAL REINFORCEMENT ROOF PITCH MUST FALL BETWEEN 2/12 AND 6/12 MINIMUM RADIUS IS 18' DRY CONDITIONS OF USE (UNLESS ALLOWABLE STRESSES ARE ADJUSTED FIRES: 'C I C6 /0Z a',S`�: . .v�sajuu. ��aY.�Sla :setr�, {§ cat•: E. f: r�:#; i�: i�. y?; k,'. 3' ��n��rzu `�..us4:sr.'a�.31+:�M�i INPUT SOUTHERN PINE SPAN SPACING ROOF SLOPE DEAD LOAD LIVE LOAD ALLOWABLE DEFL WIDTH vERT END DEPTH VERT CL DEPTH CL STP.UCT DEPTH RADIUS LAn THICKNESS (x/ ASSUMED.VALUE FOR phi8 L S P DL LL D B De Dc Dcs R Li SHEAR AND MOMENT CALCULATIONS UNIFORM LOAD ON BEAM SHEAR AT END OF BEAM 'MOMENT AT TANGENT • MOMENT AT BEAM CENTERLINE TA<W t, A. f ir -T GURN 'T"P P ERE D B AIV{�I_ -.ISIS F:Le Name: 8S3CALC2 Disk: XT HARD DISK 12.0 ft 8.0 ft 3 15 psi 30 psi 0.8 in 5.000 in 5.000 in 12.875 in 9.000 in 13.500 ft 1.500 in INTERMEDIATE CALCULATIONS ROOF SLOPE phiT 0.245 radians CURVATURE FACTOR Cc 0.909 EFFECTIVE LENGTH FOR SHEAR Le 11.2 ft ;ITERATIVE PROCEDURE TO CALCULATE BOTTOM SLOPE OF BEAM 1. ENTER AN ASSUMED VALUE OF phi8, 2. COMPARE WITH THE CALCULATED VALUE OF phiB, 5 ENTER A CLOSER APPROXIMATION OF phi8 4. REPEAT UNTIL phiB (assumed) = phiS (calculated) ASSUMED COMPARE THESE - - -> ,phi8 CALCULATED TWO VALUES - - -> CURVED BEAM GEOMETRY HORIZONTAL DISTANCE FROM TANGENT TO TANGENT riORIZONTAL DISTANCE FROM END TO TANGENT OVERALL HEIGHT OF ,BEAM . HEIGHT FROM SOT OF SEAM TO BOY OF CURVE @ VERTICAL DEPTH AT TANGENT RADIUS @ MID DEPTH AT BEAM CL EFFECTIVE DEPTH OF BEAM FOR DEFLECTION 1 16' OUT /OUT, 3/12 PITCH LDF 1.15 Fb 2400 psi Fv 200 psi E 1700000 psi 11.6 degrees 0.202 radians 0.202 radians Lc 7.44 ft Lt 2.28 ft Na. 1.92 ft CL Hs 0.84 ft Dt 6.22 in Rm 19.04 ft Deb 8.50 in W Rv Mt Mc 360 p1f 2160 lbs 3989 ft -lbs 6480 ft-lbs STRESS FACTORS RADIAL STRESS FACTOR SENDING STRESS FACTOR RADIAL STRESS REDUCTION FACTOR ¶uuJu ra - STRESS AND DEFLECTION CALCULATIONS SHEAR AREA AT END OF BEAM FOR SHEAR STRESS ACTUAL SHEAR STRESS 1.5 *Rv *(Le /L) /A ALLOWABLE SHEAR STRESS LDFxFv BENDING AT TANGENT TANGENT DEPTH PERPENDICULAR TO LAMS SECTION MODULUS .ACTUAL BENDING STRESS ALLOWABLE BENDING STRESS 6ENDING AT CENTERLINE, STRUCTURAL DEPTH STRUCTURAL DEPTH AT BEAM CENTERLINE SECTION MODULUS ACTUAL BENDING STRESS ALLOWABLE BENDING STRESS BENDING AT CENTERLINE, FULL DEPTH vERTICAL CENTERLINE DEPTH SECTION MODULUS PCTUAL BENDING STRESS ALLOWABLE BENDING STRESS Mtxl2 /S LDF *CfxCo*Fb Mc *12 /S LDFxCf *CcXFb Mcxi2 /S LDF *CfxCcxFb :RADIAL STRESS AT CENTERLINE BENDING STRESS ACTUAL RADIAL TENSION KrxCr*fb ALLOWABLE RADIAL TENSION LDF *Fv /3 VERTICAL DEFLECTION AT CENTERLINE EFFECTIVE MOM OF INERTIA B *Deb"3 /12 ACTUAL DEFL AT CENTERLINE 5WL"4 /(384EI) ALLOW DEFL AT CENTERLINE HORIZONTAL DEFLECTION AT SUPPORT HEIGHT TO MID -DEPTH OF CENTERLINE H HORIZONTAL DEFLECTION (2 *H /L)*DEFLc1 116' OUT /OUT, 5/12 PITCH' Kr K the is Cr 25 in 121 psi 230 psi 6.1 in 51 in 1545 psi 2698 psi 9.0 in 68 in-3 1152 psi 2589 psi 12.875 in 138 in-3 534 psi 2488 psi 563 psi 24 psi 77 psi 255 in-4 0.4 in 0.8 iR 1.4 ft 0:1 in 0.063 1.660 0.694 ENGR CHECK OK OK OK OK OK OK rt/e0 Notes The standard Iron Mountain Forge rectangular park shelters are designed using the data shown below. Basic Design Data Load Duration Factor Allowable Shear Stress Allowable Bending Stress Modulus of Elasticity Dry conditions of use for beams, wet conditions for columns Roof Dead Load Roof Live Load Wind Load GENERAL DESIGN INFORMATION 1.15 200 psi 2400 psi 1700000 psi 15 psf 30 psf 20 psf Design Spacing 8 ft Wind load does not control design of curved tapered beam. Standard curved tapered beam spans: 16', 20', 30', 50' Refer to the timber construction manual for drawings, charts and definitions of terms. Program Limitations Species must be southern pine No radial reinforcement Roof pitch must fall between 3/12 and 4/12 Minimum radius is 18' Dry conditions of use (unless allowable stresses are adjusted) 15 -5 The roof system is designed to withstand 30 psf live load and 20 psf wind load. Laminated columns are embedded in footings for stability; no additional permanent bracing is required. Single Tongue and Groove Solid Southern Pine Roof Deck kiln- dried. #2 grade or better Thickness: 2" nominal, 1-1/2 actual Species: Southern pine Layup: Combination simple and two span in specified lengths SPECIFICATIONS Roof System Revision #1, 06/01/9: 15 -t Structural Glued Laminated Wood Manufacture of the structural glued laminated wood componenets shall conform to the manufacturing requirements of the American Institute of Timber Construction Standards and Standard Specifications for Glued Laminated Timber, AITC 117. Quality control shall be provided in accordance with ANSI/AITC A190.1- latest edition American National Standard for Wood Products - Structural Glued Laminated Timber, and the American Institute of Timber Construction Inspection Manual AITC -200. Laminating lumber shall be kiln -dried Southern Pine graded to meet the requirements of Standard Specifications for Structural Glued Laminated Timber, ATIC -117. Lumber combination shall be determined by the design requirements for each component and designated on the fabricator's shop drawings. Lumber combinations shall meet the requirements of ANSI/AITC A190.1- latest edition, and shall provide allowable design values of 2400 psi in bending, 1700 psi in compression parallel to grain, 1150 psi in tension parallel to grain, 450 psi in compression perpendicular to grain, 200 psi in horizontal shear, and 1700000 psi in modulus of elasticity for dry conditions of service. Adhesives shall be wet -use (waterproof) complying with ANSI/AITC A190.1- latest edition. Members shall be marked with quality mark, and, in addition, a certificate of conformance shall be provided to indicate conformance with ANSI/AITC A190.1- latest edition. Appearance grade shall be AITC architectural. All members shall be individually wrapped for protection. Laminated wood columns shall be preservative treated in accordance with applicable American Wood Preservers Association Standards. The general contractor is responsible for protection of the materials after arrival at destination by rail cars, trucks, or any mode of transportation. Carefully unload and handle the laminated members at jobsite to prevent surface marring and damage. If laminated wood is to be stored before erection, place it on blocks well off the ground with individual members separated by strips so that air may circulate. Cover the top and sides of storage piles with moisture - resistant covering. (Do not use clear polyethylene films). When hoisting members into place use padded or non - marring slings, and protect corners with wood blocking. Adequately brace members as they are erected to hold them in a safe position until full stability is provided. 15 -F • . • • .••••.... • , , • Structural Steel Fabrication and erection of all structural steel shall be in accordance with the American Institute of Steel Construction "Specification for the Design, Fabrication and Erection of Structural Steel of Buildings", where the material used consists of plates, shapes or bars.. Structural steel paint shall be an electrostatically applied polyester powder coating which shall be cured at temperatures between 400 and 500 degrees fahrenheit. The polyester powder shall comply with ASTM standards: D-1734 (Flexibility Mandrel Test), D-2794 (Impact Resistance Test), B-117 (Salt Spray Resistance Test), D-2247 (Humidity Resistance Test), D-822 (Weatherability Test), D- 3363 (Pencil Hardness Test), D-2454 (Overbake Resistance Test), and D-3359B (Adhesion Crosshatching Test). The steel used shall have the following minimum yield stress: Structural Steel Shapes, Bars & Plates Structural Tube Columns 36 ksi 46 ksi 15-9 FASCIA BOARDS NO. REQ'D LENGTH ® 6 10' 2 18' ROOF DECK BOARDS NO. REQ'D LENGTH ® 44 10' 44 18' 2' -O" SYM. ABO Jam' 1 (1) (2) (2) (1) (1 ) (2) (1) (2) (2 (1) FASCIA ® 8 -0" 2 X 6 S. PINE ROOF DECK AND FASCIA BOARD LAYOUT SHELTER SIZE : 16' X 28' 472 ± SQ. FT. IRON MOUNTAIN FORGE 8 1_ 0 " 28 FASCIA r RIDGE CONTINUE ROOF DECK PATTERN TO RIDGE DATE: 03/03/88 DRAWN BY: PMK APPROVED BY: CAL 8 ._ 0 " Q 2 .. D " NOTES: 1. REFER TO INSTALLATION INSTRUCTIONS FOR ADDITIONAL INFORMATION. 2. QUANTITIES OF BOARD SHOWN ARE ADEQUATE FOR 3:12 OR 4:12 ROOF PITCH. SCALE: NOT TO SCALE DWG # 00000251 CODE I8 I1628I.U. SHEET OF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. N 16d GALVANIZED CASING NAILS ® 12" O.C. INTO DECK (2) 16d GALVANIZED CASING NAILS 0 EACH BEAM 2 X 6 CEDAR FASCIA ERECTION NOTE TO INSURE AN ACCURATE FIT, BEAM WILL BE FIELD DRILLED. SHINGLES ON ROOFING FELT BEAM TO COLUMN CONNECTION AND FASCIA DETAIL IRON MOUNTAIN FORGE' 2 X 6 ROOF DECK CURVED TAPERED LAMINATED WOOD BEAM STEEL U —SHOE WITH 1/2" DIAMETER BOLTS TS 5 X 5 X 3/16 STEEL COLUMN DATE: 04/19/88 SCALE: 3/4" a 1' -0" SHEET DRAWN BY: PMK DWG # 00000242 APPROVED BY: CAL CODE , B I re I E4 + OF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ISOLATION JOINT AROUND COLUMN GRAVEL FILL AS REQ'D I O A 0 •o . o iy o• 0 COLUMN & FOOTING DESIGN NOTES TS 5 X 5 X 3/16 1. CONCRETE STRENGTH TO BE 3000 PSI STEEL COLUMN W� FUW. PAN . AT 28 DAYS. � FI6T p / r P,lNjfC '4.' 1t 2. FOOTING DESIGN IS BASED UPON AN ALLOWABLE. VERTICAL SOIL BEARING (4) 3/4" DIA. X 20" ANCHOR BOLTS PRESSURE OF 2000 PSF, AND A LATERAL PROJECTED 2 1/2" BEARING PRESSURE OF 250 PSF. (CONTRACTOR TO VERIFY) O • • . 0. 0 0 I I I I I I I I III_ 4" SLAB ON GRADE (N.I.C.) o 0 0 • 2 112 I I— I _ . 0 O O • • D 1Vi 0 IRON TAIN FO GE SUGGESTED STEEL COLUMN FOOTING DETAIL ERECTION NOTE 4, 1;;A5c L Q X I -D l l "'f (4) %;'4 Hoix5 @ 1 Ly Stze pe9ri -t c E?+. comet. 24" DIAMEtEII CONCRETE PIER (BY OTHERS) 1. COLUMNS MUST BE SET PRECISELY ACCORDING TO THIS DRAWING AND 'THE COLUMN LAYOUT PLAN. THIS WILL INSURE THAT THE CURVED TAPERED BEAMS FIT PROPERLY AND THE TOPS OF THE COLUMNS ARE AT THE SAME ELEVATION. DATE: 04/19/88 DRAWN BY: PMK APPROVED BY: CAL SCALE: 3/4" = 1' -0" DWG # 00000232 CODE NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 8 .. Sy+ SHEET OF 2 X 6 CEDAR FASCIA 2' -0" -- SHINGLES . _ 2 X 6 ROOF DECK 16' -0' 6' —O" SYM. ABT. CURVED TAPERED GLULAM BEAMS ARE SPACED 0 8' -0" O.C. STEEL COLUMNS ARE PAINTED WITH RUST INHIBITIVE PAINT. 4" SLAB at; GAPE r(NOT BY IMF) TRANSVERSE SECTION THROUGH HALTER IRONI MOU F N O T RGE DATE: 03/09/88 DRAWN BY: PMK APPROVED BY: CAL SCALE: 3/8" 1' -0" DWG # 00000301 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CODE 18 116"• I Es. SHEET OF MODEL # "N" SPACES 1620 2 1628 _ 3 "N" SPACES 0 8' -0" S (SEE TABLE BELOW FOR N. MODEL NUMBER SHOWN HERE IS 1628.) � A MEASI CORNE FOR VW „Ad. Nippp ■■ l ib i P '44 Iii.,f. ,0 -.Z l I CL /CL OF COLUMNS a' 2 " ANCHOR BOLT SETTING TEMPLATE COLUMN LAYOUT PLAN (STEEL COLUMNS) 2' -0" DIA. CONCRETE PIER IRON MOUNTAIN FORGE IRE ACROSS RS TO CHECK QUARENESS. DATE: 04/18/88 SCALE: 1/8' = 1' —O' SHEET DRAWN BY: PMK DWG # 00000351 APPROVED BY: CAL CODE J 8 116.* J E.. OF NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT_IS DUE TO THE QUALITY OF THE DOCUMENT. 4" SLAB ON GRADE (N.I.C.) ISOMETRIC VIEW OF SHELTER (30 DEGREE (METRIC) PRESERVATIVE TREATED LAMINATED WOOD COLUMNS, EMBEDDED 3' -9" FOR STABILITY, (OR OPTIONAL PAINTED STEEL COLUMNS). IRON( MOUNTAIN'; FORGE LAMINATED WOOD CURVED 1 TAPERED BEAM NOTE SHINGLES & FELT ARE NOT SHOWN, AND DECK & FASCIA ARE ONLY PARTIALLY SHOWN, FOR CLARITY. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. DEPARTMENTS: BuilDivision I I uL - 1, -q-) UM bl P ic Works S 1-la -o, Complete TUES /THURS ROUTI Please Route REVIEWER'S INITIALS: REVIEWER'S INITIALS: WRROUIt.Doc 5/.' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -215 DATE: 07 -18 -01 PROJECT NAME: RIVERTON PARK PICNIC SHELTER SITE ADDRESS: 4104 S 131 ST SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued APPROVALS OR CORRECTIONS: (ten days) Fire Prevention 1 410. 1 -t4 -°( Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n Structural Review Required Approved n Approved with Conditions n A CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: Okt- Planning Division qt. -ol Permit Coordinator DUE DATE: 07 -19-01 Not Applicable n Comments: No further Review Required DATE: DUE DATE 08-16-01 n Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) n DATE: • ACTIVITY NUMBER D01 -215 X Original Plan Submittal DATE: 07 -18 -01 PROJECT NAME: RIVERTON PARK PICNIC SHELTER SITE ADDRESS: 4104 S 131 ST SUITE NO: Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route Struct REVIEWER'S INITIALS: Approved REVIEWER'S INITIALS: Approved V'RROUIF.000 5NMl PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Re, iew Required APPROVALS OR CORRECTIONS: (ten days) Approve C' it , Conditions CORRECTION DETERMINATION: REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07 -19-01 Incomplete ri Not Applicable No further Review Required DATE: 7- M ✓ DUE DATE 08 -16-01 Not Approved (attach comments) n DATE: 7 ` I 1 " 1 DUE DATE Approved with Conditions n Not Approved (attach comments) n DATE: WOW ... ri"ei6i alatr. PERMIT NO.: DO r z t BYJTLDNNG ''t ERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA lnspcction/Ivlpdular Struct ❑ 00071 lvlobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 095 Footing Drains 00100 Foundation Footings ❑ 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 , Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 0610 Chimney installation /All Types 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 110 Pre -Move Inspection ❑ 01 115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 01400 Final -Fire ❑ 01700 Final - Building ❑ 01900 Final - Reroof • 03100 Site Visit 2 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special - Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special - Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special - Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAIv CONDITIONS 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." Plumbing permits shall be obtained through King Co Structural observation shall be provided for this project All food preparation establishments must have King Co Fire retardant treated wood shall have flame spread of Notify Building Division prior to placing any concrete All spray applied fireproofing shall be special inspected All wood to remain in placed concrete shall be treated All structural masonry shall be special inspected Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations, flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "BTU maximum allowed per 1997 WA State Energy Code" ❑ 0035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of O will be required for this permit ❑ 0039 Final approval for all T1 w /in the limits of the SC Mall ❑ 0004 All mechanical work shall be under separate permit ❑ 0040 Al! construction noise to be in compliance with 8.2 TIviC ❑ 0041 Ventilation is required for all new rooms & spaces • 0005 All permits, insp records & approved plans available ❑ 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TIvIC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "RerooP' ❑ 0002 ❑ 0020 ❑ 0021 ❑ 0023 ❑ 0023 0 0024 ❑ 0025 ❑ 0026 E 0027 Plan Reviewer: Permit Tech: Date: Date: -6) ACTIVITY NUMBER D01 -215 DATE: 07 -18 -01 PROJECT NAME: RIVERTON PARK PICNIC SHELTER SITE ADDRESS: 4104 S 131 ST SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) VMtROUt .DOC srrt PLAN REVIEW /ROUTING SLIP n n n Structural Review Required Incomplete n Not Applicable Fire Prevention Structural Planning Division Permit Coordinator n DUE DATE: 07 -19-01 No further Review Required DATE: 7 . 7 /dl DUE DATE 08-16-01 Approved Fi Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions I Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: TIT ACTIVITY NUMBER D01 -215 DATE: 07 -18 -01 PROJECT NAME: RIVERTON PARK PICNIC SHELTER SITE ADDRESS: 4104 S 131 ST SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete vk Comments: Approved IKOUILDOC srrl n n r PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required ri No further Review Required REVIEWER'S INITIALS: CORRECTION DETERMINATION: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07 -19-01 Not Applicable DATE: � � 1 O DUE DATE 08 -16-01 DUE DATE Not Approved (attach comments) DATE: . ifNt✓L4Ziu'A. DEPARTMENTS: Building Division Public Works Complete ri Comments: TUES /THURS ROUTING: NRROUILOOC �rI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D01 -215 DATE: 07 -18 -01 PROJECT NAME: RIVERTON PARK PICNIC SHELTER SITE ADDRESS: 4104 S 131 ST SUITE NO: X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # AFTER Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) I I n APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Structural Incomplete ri Not Applicable n n n Please Route Structural Review Required REVIEWER'S INITIALS: 3 REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 07 -19-01 No further Review Requ ired DATE: 7`(-1 © DUE DATE 08-16 -01 Approved n Approved with Conditions ri Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved ri Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: .,....,.,�......,..,. . 4.ff d''•' R " uFiai:! i+ t1; F, rc' dr ':s,in ;ti.�;? „' "•;.l:+•7^b?6t�i eu'�i.• i+�f. LICENSE DETAIL INFORMATION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter: None Registration# or License NORDIC1110LZ Name NORDIC CONSTRUCTION INC Address PO BOX 13381 Address City DES MOINES State WA Zip 981981006 Phone Number 2068244200 Effective Date 6/9/89 Expiration Date 3/22/02 Registration Status ACTIVE Type CONSTRUCTION CONTRACTOR Entity CORPORATION Specialty Code GENERAL Other Specialties UBI Number 601164241 'VIEW *VIEW CROSS REFERENCE FILE FOR THIS LICENSE* * * * * *VIEW PRINCIPAL OWNER(S) FOR THIS LICENSE* * * * * *VIEW CONTRACTOR BOND /SAVINGS INFORMATION * * * 'CHECK *CHECK INQUIRY FOR SUMMONS AND COMPLAINTS*_* * * * * VIEW CONTRACTOR INSURANCE INFORMATION * * * New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page https://wws2.wa.gov/Ini/bbip/TF2Form.asp?License=NORDICIllOLZ Page 1 of 1 11/14/01 City of Tukvila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director H QQ w D .. U O co W w 0 . g J. LL Q Z C1 . W: Z �+ ZO O U N:, Lek W W : H U: A progress inspection is intended to determine if substantial work has been accomplished since issuance u: O ': of the permit or last inspection; or if the project should be considered abandoned. Z U If such determination is made, the Building Code does allow the Building Official to approve a one -time 2 i extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why I= F-' circumstances beyond the applicants control have prevented action from being taken. Z June 3, 2002 Tom Pulford 6300 Southcenter BI, #100 Tukwila, WA 98188 RE: Permit Application No. D01 -215 4104 South 131st Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: In the event you do not call for the above inspection or request and receive an extension prior to July 6, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician • Call the City Of Tukwila Permit Center at (206) 431 -3670 to schedule a progress / final inspection Xc: Permit File No. D01 -215 Bob Benedicto, Acting Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 431 - 3665 eed Current Contractor Registration Card: eed to Enter Contractor Information in Sierra: o a:;�;.k..3.:�1 1 J\12 _- 0 k 1 pa.t - ENGINEERING - STREETS - WATER - SEWER- PARKS-BUILDING- SSIis Cs 1 7 t�t cC J ILL ;ti., • � ',Wes f.o QIC KILS Z 2 _ \ .� -- &1•fr_� \ _. 225 �1G�alc S1�t_QV�rL �t.811`�� ALL IM 9,nuft A-f , T 67 C fig T' Qtc N tL S - -'i _ Fs tr__f-$ STE1-LL . lu R ,— 01SQ1-PGww f,- c+1 <A cif tg C . q?F S0>_ 4s ki4 `.0— S(4 Rr Gwi�tS wQVf t ti 1=Aac r - j N.hX f � r ;hat the Han Check provals are sct to errors and omissions and approval ppr oval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractors copy of approved plans acknowledged. Date II I`{ Permit No. 'o I -24 ✓rt le t -a\_ ". A -4'tcisSl�EC ^_ -�_ =HALL BE MADE TO ' �. WORK WM -IGUT PRIOR KL TU (WILA BUILDING DIMS! E! ONS WILL RESUME A NEW RAN SIAM IriCLUCE ADDMCNAL RAP! REVIEW FEES. , Y / V4 - 4Y, ,- ;c•' !a( o.0