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HomeMy WebLinkAboutPermit D97-0261 - TUKWILA POND PARK - VIEWING PLATFORMCity of Tukwila ( Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING:. IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 262304 -9062 Address: 299 STRANDER BL Suite No: Location: Category: AOT Type: DEVPERM Zoning: TUC Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: UNKNOWN Wetlands: .0 South: Sewer: Slopes: Contractor License No:: SEGALMA372NO Permit Center Authorized Signature DEVELOPMENT PERMIT • Print Name:__ 22 �'✓.�1��Lr�.,f Permit No: Status: Issued: Expires: Occupancy: DECK UBC: 1994 Fire Protection: NONE East: .0 West: .0 Streams: OCCUPANT TUKWILA POND PARK - VIEWING PLAT 299 STRANDER BL, TUKWILA, WA 98188 OWNER CITY OF TUKWILA 6200 SOUTHCENTER BLVD, TUKWILA WA CONTRACTOR SEGALE, M A INC Phone: 206 575 -2000 PO BOX. 88050, TUKWILA WA 98138 CONTACT DON WILLIAMS Phone:" 206 433 -1843 6200 SOUTHCENTER TUKWILA, WA 98188 k***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT A. WOODEN PEDESTRIAN VIEWING PLATFORM TO WATERS., EDGE, APPROXIMATELY 10'..X 40'.` k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 3,840.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate)... Eng. Appr: Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: No Size(in): .00 'Flood Control Zone: Hauling: Start Time: Land Altering: Cut: Landscape`Irrigation: Moving Oversized Load: Start Time: Sanitary Side Sewer: No: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Water Main Extension: Private: Public: ************************ * * * * * * * * * ** * * *Ir *** * * * * * * * * * ** *fir * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 4.50 ***************************************************** * * * * * * * * * * * * ** * * * * * * * * * * * * * * * ** End Time Fi11: End Time: (206) 431-3670 D97 -0261 ISSUED 08/06/1997 02/02/1998 Date:%:A0 C . I hereby certify that I have read and examined this permit and know the sane 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 work. I am authorized to sign for and obtain this development permit. Signature: t7y�' -' Date: 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. Address: 299 STRANDER BL Peiti) Cidnd iti OnS. . „ Arc chan ges will be made c'1.n- Engineer and or 2. Ali lI ' - a y ro , prio to the sta TUKWILA': ..• •, • . „ • •••.••••.:. Permit No .D97-0261 Status: ISSUED Applied: 08/06/1997 Parcel' #: 262304-9062 Issued: 08/06/1997 ********k***************k**k****k** to the plans unless approved by the kWi.1a13uilding Division.. - ved plans:shall be c o n t • a 1 d ava . , i.,-..,..,.. ; • •...." :.. 0 . , : . e s . , :.!, - ;16.,. , oaii i 6 ti t $ , :a re .,t o,.;:.:71) a 1 1,1 . ,...... „_ e ,. , ,. . .v..j.,.; -, .•.;; , :: - ..:;s.tr(rCtion-.. , . , ...-1 - 9 e v : .: • '..: . :...' - ;::.'.411,-, .616.? ., . final .:&'::.11,? i?,....„:: ::.-4 p ,,,,,,. - ,. . :),':, ,.,. d.. ,,,,.--,,,.-:- 6e.voif.40iir0,44a-..i...91.1...9., ' • d' ' 0, iit :070,9 t0 be on . , 'c, ,„ ., . . o r .. r- ti .. .,... . o i and ti d . iq..e41.0 reK9,1.i,]t''' ::0 U .r e. i', ri. 1 tIP' BP ...,. ,.,,,..,, Editio . ;.' d e ti. if , a r m „. e ., ....... . i t .. ,,. c .,..„...: , E: 1 't ., 6 ,-,: C 6 dc '..- n . 6" . i- g y '. .. Code. ,- (1994 ,4 - E, 8 :.: 1 „ 6 . ".. ) ' '.';'.. r 6 . , -., a , f, f a r...Washingt .'• .,' - E . i ' , s-41:. a c,'-.6ei:...of -:: a p erm 1,-t.,,.:c)r a iPP n ., 4 , , ,.,,.. . . ...' ...;. f.:,: i 't .: ' Th e 1 e. ,..,.., .,, ir,...bnipt.ita shall ° . f i ':n a , Fiy t H' ,0 % !4 , 1 9 0..6 . - . . t \.. i ., : . , •..,.. . • --- ' • •• •. t ' for an appro ' ..-. or ,:. of any 6 ' 4:• - :., : : --.'.-, 0. b e ,:ai .pet7ni .....,:.„,, . .,. . of .:aifY" '-proviSitinS : f'i : ca't iAins . ajiii '. of the.:. o . ..• of - the-ii..juri.sc1J1 ct,i on.i .. No permit preStoil'' t0;:.,.',;,\, giv.eauthorIty 1 to . viol . .,.-:61..=/ c a n 0 p: provis , ' ,thAs; '‘'..-...;•..•;:. ci.i064 a 1T a 1 i'd.'" ii....'!,.. ' . ::::!",':::,.:;i:7 ' ' ' • '.•:"-• ''''''''''. ' '''''''''•''''' ' • , ... „ -;,,,, ...-' '. ...- p: .',- • ,'-----.- . ', :''' ". ' ' ''''''''''':"'''".. ) ' ' ".- ''' . • • Project NamefTenant: 7;: ...•,Yz / o... di �:.- -1i; ....., ,- ee`A-' i .,.,. Value of Construction: Construction:" - O OBO Site Address: City State /Zip: „2.99 - s`J� -a A-,./ a. .e5 ../. 7;1-4,..,, A_ 1444- ,121 Tax Parcel Number: A 6 .13 o V- Qo 601. Property Owner: G.' y ev /*- / Phone: Y 33 /to O Street A dress: City State /Zi Co CD S#+ '7` %o -I...7 '- i5/-' 2.4.✓ J14.) !d7 Fax #: (133 -/r3,3 Contractor: /7 ,5 a7 mss,. / . Phone: T.26 �.O 6 -a Street Address: City State /Zip: 130/o .Js ,.Acm 7 (wa % .,....,h.. 44 5d7rd' Fax #: .... .76— ,� /1 . Arehitee4► 67 ru.c-Y'.et/ n •Af . ' .• ` � ' J.' Peal 1f �"afre7 0 Pt. Phone: ? 5/l - 9 9.2 .9* Street Address: 3 City State /Zip: 3/ 6.o a 3 due. ere St.77i 3 .21, c.ee,.r/6✓Ay_Jer# Fax #: 941/ - s 3 9 Phone: S. = oZ ©a a Engineer: a oA rt "T c-4 * 4 0w ya/-- Street Address: Cit State /Zip: / ra /d Se.. 14 4 40-7 l ,p 4/.r T a .. -, /A 4/,,4 ,6f717 Fax #: 6'7 5 ---- /6 1- 3 Contact Person: i �, / /,� — J Phone: 441,4 `/ � Street Address: • F - c ity State /Zip: Fax #: o Description of work to be : Co - I ,7'r+ wv7 �' -a .. c a I— 4.64,, ,- a',,1- , ' P,-1- V' ow•.•f /JG�a 7, e rr,. *- w x y - .1 ca„ f �, 480,,,,A1,04 /0 - Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University 3 Other P 64C ,i vie! Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ® Other ctee.Allie. ti Will there be a change of use? ❑ yes ®no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm .® none Cl other (specify) Building Square Feet: existing ' "'new Area of Construction: 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 Iding? ❑ yes ® no quantities & Material Safety Data Sheets CITY OF TUIrILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Project Number: Permit Number: P ) no3n or&lp 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. ' . ` ^ BUILDING OWNER OR AUTHORIZED AGENT: f Date: (70. 7 Signature: / - - Print name: 4,9,..., �� / /r�.2 �,..,J Phoner�C33—v�5�3 Fax II: v 3 3 —4 3 Address: 6 c ep S yA • 7 Oiv,/ City/State/Zip: 0/� y - ALL NEW COMMERCIAL/ADDITION /If TI- FAMILY PERMIT APPLICATIONS M BE SUBMITTED WITH THE FOLLOWING: D ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER D 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 easernents. 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 Toad 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 / 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. NCPET<MIT.DOC 1/29/97 * ** * * *'• *,'k *, *'Rat'h * A******.****'' k********* 'k * * * * ** * *k* ** * * * * *•k * * * ** CITY, OF TU WA KWILA7 ** qty.' k4t *� 'k .N *k * * * * * *4 * * * * * * * * *fi* * ** * * ** ' TRANSMITumber:;,R•970062,4. Amount: 4.50 013/06/97 16:48 Payment. Methods. CASH. ; Notation: DON'WILLIAMS lnit: SLU TRANSMIT " Permit No: D97 -0261 Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 262304 -9062 Site, Address: 299 STRANDER BL Total Fees: 4.50 This Payment. 4:50 Total. ALL Pmts: 4.50 Balance: .00 Amount 000/386.904 STATE BUILDING SURCHARGE 4.50 Account Code Description . • Project: ^ t m I �K �OND � A�tC.__ Type of inspec ior� N Address: Date called: Special instructions: Date wanted a.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS : [Inspector: INSPECTION RECOP^ Retain a copy with petit c 0.4, U 1) Cor11PtxP( - Date: / _ ogo PERMIT NO.: .. (206) 431 -3670 Corrections required prior to approval. 1 - 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: 'i CAM-E rS t:tsTF'17 1 N TW WA-- I r4 s8 a ik∎Z (C C `1CsT A f4f1AA NAT br'Z� h. x'SSr9 . fl. Cs tiopt✓q " ' oit-- G I o- , -IN-\ 1L ,ee Wek- Pill a4- C Art- LIt1C, rt.... A NTA4 -4-- A ca yo■k . VvIA'`\ 14.44 T PA- j ,s- iz t NSP-c i-t4 tl -p . Date wanted: 0 7 . a.m. C Requester: .... No.: /905413 Project - - — la CV k -1 1t 1 T4 Type of inspec (ion: F.. ;..._4 Address: X 99 ,S��r a„ �' 13 L D ate called: )D Special instructions: Date wanted: 0 7 . a.m. C Requester: .... No.: /905413 [ Utz /VMVMflS IZIMIS?.7•, l... a INSPECTION RECO Retain a copy with pe INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. Corrections required prior to approval. [ Inspector: Date: $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: COMMENTS: t) G6 Ai (10L>J 6 Lc = Ill -CS „J6 61131-7 rJ6 S0 . ) c-J.,ISs 14 Gf Oat m1.5S1IJG S- ct , t-,, 1Va • 3) 6;-r .Thal pi 41 ; , . f LA-Tr -•3 /14.. . A ILIV "t -3 ( ) 3 1 1; H- AAJ • n (--c--- ) 0 G ' d art_ . Date wanted: -^ p.rri. " ... t,..I%YID . Q ' (ii )- 1114 IS nvXlr), tom. Phone No.: f._ )2 L 0 I g - rnh ►J ft. P rJ 1 Pi G/ 9 . PO • w\c. S )W1( tml- S . ()J /Pr 17.0I( k-0 /hr 91 -0063. Pjoject: -. 1())1. �.il�h� .O'`' -'� v 1(- Type o inspec wn: .1,,,t t.�.. M-,-1r Address: ;. Y f , t-,, _ , 11, .1 ate called/ I.: - )6. 7 Special instructions: Date wanted: -^ p.rri. Requester: ) . J J LuyelZ Phone No.: f._ )2 L ,..f,vwasocatiixouasn u ap sca.TS auvfearra:la== ==L`sfe:m:'3.�ta senurs . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 INSPECTION RECOR Retain a copy with pekJt Date: M7 oaia ( PERMIT NO. (206) 431 -3670 Approved per applicable codes. yr Corrections required prior to approval. Inspector: /: ) I Date: /L f /7/67 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. Receipt No.: Project 1 Ak. W I f � Pool Pf Vrvh v� �:1V`� ' ,, ,Type of inspectio • • f' �u ► `U1,... Data call _ ".-% ` k `11 Address: 2 1 Special instructions: f . Date wanted: lhl � � a.m. p.m. Ffeq e ter : Phone No:: (D rf 3 • r ,---- ..r.nwowNb.wanW1 veYnawega NawntJ lfA170Y-1EIIVZ TEXACtt PERMIT NO. CITY OF.TUKWILA BUILDING DIVISIOFl!� ���f�w 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670: INSPE TION NO. INSPECTION RECOI Retain a copy with peLlt 'Approied per applicable codes. COMMENTS: 1 v' r � Gt / L Ill 4.4e_ rIa?L. Corrections required prior to approval. Date: 1 $42.00 REINSPECT N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Inspectof: Receipt No.: Date: T.•5.7 y�' ood Anderson - Peyton OOD Structural Engineering Consultants OOO ADivblonofACP Consultants, Inc. Sheet 1 of 16 Date: 7/22/97 Design By: MRE • Project & Location: Structural Engineer: Project Number: ' lt1 ,f3v([tYf+ sr�nas 2:35 PM ANDERSON PEYTON c Segale Structural Calculations Anderson - Peyton Structural Engineering Consultants 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 97-208 Jurisdiction: City of 1\1kwila, Washington Code: 1994 UBC Loads: 1. Vertical Loads: Pedestrian Walkway 100 PSF II. Lateral Loads: Wind Speed 80 MPH Exposure "B" CITY n to AUG 0 6 1997 AS NOTED SIX.It5ING Dlvm 2069419939 'EXPIRES 4 -16 -99 DECEIVED CITY OF TUKWILA V.1`,17 PERMIT CENTER 1S1 1N6 :PVC 1410 TYPICAL :lo TYPICAL GAL V, a L TS IYPICAL 3' -6' 4 'X10' P kft.f!, ;v 2' X 6' P.T. DECKING ., 1 *MINIMUM 40' TIJI <WILA POND PARK - 1997 PI ATFfRM 7 • 2' X 10' P,T. JOIST .T, BEAM e 16' D.C. 4 X 6' P.T. POST 4' X 10' P.T. BEAM 10' 6' X 6' P.T, RAIL 4' X 6' P.T. POST 2' X 6' P.T. RAIL vizeadvsnal 12' DIA. CONCRETE PIER 2' X 6' P.T. DECK V/ 2 EA 16d GALV. NAILS CRUSHED GRAVEL PATH • OOOAnderson - Peyton 0O J Structural Engineering Consultants OM Am Won of ACP Consultants, Inc. PROJECT TU1C !kJ(' A POND rPk 2►G JOB # ti Zos SHEET 3 OF DESIGNED M DATE CHECKED DATE :CA&LCu LLVC �EZk / :PEDt • uN_ : = . lbo ?C,;( .2x . IMF \ ) .:_btZk.._._ :.. - '• 7,rb� �.,? _., .: . ,zso ; ,t • b s� � S: 1,15 Cr 1•►S •3 Fe = 1124e 15 : 0 47 . 4> F = •._- ..--- - -• - -M _- 67bispSF'Or57)CZ,-'-_--- ri 'J� z• • V- �d - ' ? 3 S� (47.1 i - � 2 Ib .SA ITTS S,� °,�i: �9 :;�3 • ts 1+ F z %!. gso , . • _ �•►�' : F, ' In P 47 = s" P 1=v C tir ' sSok - e o M- to % (-' ) 172 *fI . • 4 I.S" a I,S Wt. "75p5.: (103 %) �. x10 Ga 16" 114?f1 ?ird •\sonny Smith Sidi,. 1 ?I F . r 11'• \ \'4 oun11i onm 0.1 1.00 1 0 r..r• I 'VIA i 011.110111 c......1 . 1 r., . , . ; 1, , , „., ,... OOO A n d e r s o n - Peyton Jos # 47 Z o SHEET 4 of = Structural Engineering Consultants OOO Division of ACP Consultants, Inc. ». «i..a.wx,.sera.atsxd+! ita54tls'iii:G4CXt'tt ?N�xY'. 'xaa�s+rx rnm, PROJECT • Po or, DESIGNED k R E DATE CHECKED DATE "hob. 5b4 17EAM.(y Z, :_motI.�l;s,; . / .. ^x.3 1 %,:N. • . _. 8S 4: .Cp - S PA, • 5 . 1 '. 't o.1 . _ . V= 108. - • 4 3ti . = 35-D L S • t44 1 2r �. . ..... -1 -U 1 ('4 L 4 o� l2Z /�. z ID ' (t •Dti? gEM . • ;._._. . 1 •2 •Ib - ... .108-x? (1nr): 3S70 *1 • • r . I 11621) 23rd rlvrnue .Snu1h. Suits 321 Fril, r :iI way, W.\ ()girl 01161 04I.00 P•rv• 01141 011 .(111 1(1 c.. "rrt.. x r.•, r. 7 1, r slw., vn" „ „ .10 GI B* Pal / -• (DJ) Fb= F5S•b C-75 ps: wt /— • -? 4'd2 k.k-F Sy":- 13-t337n' P S - I - wt po ses 2• CA =a 47 :4> F 2 M z(eo �►, (-2, .1 • 51/ 1 S� . X35 '� QS: 4 . ( ss.) 4R t6 = 1 5 . A a ___ t, 6 8 > 73 e s: A =' 301,'38 31620 23rd Avenue South, Suite 321 Federal Way, WA 98003 (206) 941 - 9929 Fax: (206) 941 -9939 Seattle / Eastside (206) 292-0940 11621) 21nl Avenue South. Suite 171 Feller :t1 ■tty. WA QR(1(11 0041 Q.11.00'+c) F•ir• 0fM1 0.1 1.0010 c..., „t.. 111 111110 7ti'74i`i tgi1,7 4V+M4VitIVA' VAWivaw:ttme ttavA4rn<o.natn a! er -en,r .**14ectiti riti C H a x +� K 1 PROJEC NAME: KW ILA PON S HEET O F 2 PROJECT NUMBER: VER 1.1 EME 3 ANDERSON - PEYTON DATE: 07/18/97 4 STRUCTURAL ENGINGEERS AND CONSULTANTS DESIGNED BY: MRE 5 6 POST EMBEDMENT FOR OVERTURNING 8 (ANALYSIS PER 1994 UBC 1806.7) 9 to d = Assumed Embedment Soil Type = Value Per UBC Table 29 -B 11 P = Top of Col. Lat. Load Si = (Soils Type) x (h/3) x (4/3) 12 h = Height of Column S3 = (Soils Type) x (h) x (4/3) 13 b = Diameter of Embedment A = (2.34 x P) / (b x S1) 14 15 Unconstrained Case = = =_> d (calc'd) _ (A/2)x(1 +[1 +(4.36(h)/Aj ^.5) 16 Constrained Case > d (calc'd) = [(4.25)x(P)x(h) / (S3)x(b)j^.5 17 18 - 19 d P h b UBC SOILS Si A d SOIL 20 TBL 29 -B • or S3 Calc'd TYPE 21 (ft) ( #) (ft) (ft) ( # /FT2/FT) ( # /FT2) (ft) 22 23 Unconstrained Case 24 \` 25 3.00 145 3.0 1.00 266.00 266.00 1.276 2.78 27 28 29 30 31 32 Constrained Case 33 34 +:00 —.__0 0.0_____1 00 1 00 1.33 0 00 C 35 36 • UBC TABLE 18 -1 -A 1994 LATERAL SOIL BEARING VALUES (SOIL TYPE) 37 38 TYPE EFP 39 40 A 100 ( # /FT2/FT) = => Clay, Sandy Clay, Silty Clay, and Clayey Silt 41 (CL,ML, MH, AND CH) 42 B 150 ( #/FT2/FT) ==> Sand, Silty Sand, Clayey Sand, Silty Gravel 43 and Clayey Gravel (SW, SP, SM, SC, GM, and GC) 44 C 200 ( #/FT2/FT) = => Sandy Gravel, and/or Gravel (GW and GP) 45 47 7ti'74i`i tgi1,7 4V+M4VitIVA' VAWivaw:ttme ttavA4rn<o.natn a! er -en,r .**14ectiti riti ■ ClOCIAnderson Peyton 100 C3 Structural Engineering Consultants Ern DI% ision of ACP Consullantc, Inc. PROJECT Tv K ( A- , I 1 - 1 \ JOB # I 7ZeS SHEET OF DESIGNED M 4 DATE CHECKED DATE .gocr — ?NIL POST' - 1 - 6 f3A,1 zo r clf , 8, to T, 16'15 OA 50-T 44 4, & E . b s ivec-7) : p s. „ c - re.4 , 110 , 1 0 3 -357 4. • — 4 - 3 AA.A rewmfirriom.. mhla MCIA3ETZ. FoR W 0 • et. fro POST Oft F I1ri 1. rzrg■Z BEA 1 1621) 23rt1 Avenue South. Salle 321 Federal Way. \VA 9/{110 (2061 041-4929 Fax: (2061 041-003 Seattle / Fa..killt.17(1A1 ?1/3.1111.111 Adieeetemea Factor C D C M C t C It . C delta C d C ere Z W 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ 0.60 1.00 Z failure mode 2100 Mode is 943 Mode Ms 661 Mode IV LAG SCREW SINGLE SHEAR WOOD -WOOD OR WOOD -METAL and COMBINED WITHDRAWAL • lira.- 60.01. Firirck . DFS . 117 • Retrial Main Member. WOOD ipedo: }D Fe pap. 2230 psi Fe Il 4800 psi Ilxta 90 degrees Fan or Fe theta 2250 psi 'theta Max 90 degrees Lae Bolt: 0.6250 inch 45000 psi Z = 661 lbs. = 357 lbs/inc Side Member. WOOD der HF Fe pap. 2250 psi Fell 4800 psi Theta 0 degrees Fes or Fe theta 4800 psi is 3.5 inch METAL Fes or Fu is 58000 psi 0 inch Re K tbeta k 0.469 1.250 1.656 Magee new (t.. ae.ber) Z = 396 lbs. I.0 germ W)Itenwal W' = 1071 lbs. C..br.e Lateral sa l Withdrawal Devi. vat.. Z a' = 1071 lbs. Nets L F. pap is lisprfeea of is Oct (Tii. CA. lfl1)433) 20 aTtase := 3. Mai tid. .tabQ Fay MOOS* far A3'1MOS acct gad fa•lf,000pa fat AS114 A444 ands Aga& 4. Deph War. C4, (WSW) brad aa pareraira kb aria swam of p • *sat &war of ball. aria album pawed= ay. • d. Pape 1 Combined Lateral and Withdrawal: alpha Penetration 90 degrees 3 inehen 2.5 in nun OOOAnderson`" - Peyton ❑m Structural Engineering Consultants CM A Di% ofACP Consultani . Inc. PROJECT 'Tv ■Ait LA Pn ¢x 4. 'PST h 4X12 5 S MP N PC 1¢ CPosT cAP1 Lo ° Ja (5 i '1 4 `<11- (3t,R — St M p'bc' N u 2 (cam P t CAL •4 k — V Ste. NU, 4 I 0 oR 4(.14 17- t t" a - au 6o4, kU-11 1 4 )((0 or v8 PenT 4 Y 1, WW1' et, rJ Nt` - trtowS SuPP6Pf €1t, 14- - r tr M1Nof2 t,oktr E 71$1 - T / - ON - TA'! -IGS � ,ec Eb4F 14kS We-C M;►, = 4b = z .s uNLokSJL-'lat'AGF - 2 ( r E NS t»S'T A NCZ: Mme RAPALLE rb(.PUtN 2 (,2S +I 4ub •€b&e cz, , M.r. k 1 C I . 1,5 D- ,1. I, IsD 51A".-14' f K l n. - ! t—D A '» = VC) ■W 5-43 tI ( Do L,T _..,. a2 �PG�•Riot_'LS w .3 MIN ?EN CT1: 41P 1.-1 IN'N MrIN M�inA tom, • r 6 (0 (2. I,INC. JOB # -1 47Z O' SHEET ID OF DESIGNED M f2 DATE CHECKED DATE VE'1 - 7 Ort_ W Art) ixb te Ni I IS t/M 1 16 2II 21rd Awritio S11u111. Side 121 Fttkrnl \1':i . 11'A'k111I1 1206104I - nix. 01161 (1.11.1)11111 Cr•nll,• ! F,.nLf. 111161 Ito 1111111 ClOCIAnderson - Peyton OM Structural Engineering Consultants = A Division of ACP Consultants. Inc. PROJECT Tv • I • ...... . • ..... • • ' • • • • . ' - . ... . ;. . 4- : . • - . • . • • 111.1(1 1. 1 . ), 1 1. 0..11 • VI 1 r • 1 • • . . . ..._ .. , .. 1 — ! -- 1 —,- - • - : • . ! • ...—,. .1 ...., 1 I . - • , - . . • • '—• I • • 1 • • I , • • • 1 • . 1 ' --..- '.: 7 ... -' '" ' . 4. . 1 ••• • . r • . • • 1 . ! • . . t • 7 • : •• 1 I ' . 1 ......... . r . , . r .........., r . , 1 , ' .1 -.• • ' ' . . • .......' . ' . . JOB #, SHEET 1 OF DESIGNED DATE CHECKED • • • • : ••• - • : • • • I • . • • • . . , • • DATE . 11■11•MIIIMI1■11. r • — 1 %v.,. t: s ncmn, : nrs.sts r . . clne nn ..) r . • ........w+rw.•...�.w as rr!atti�nts.KWW*.+ia;;:Y7: a:f §pl'Y.b:,:R?' +tai'.!' Lf'X44'Yil?!', ?X_+i. f ."n`r Uu'. NSiA 'LKY�PSf;bifl0.•Y!vtle#,llC' OOOAnderson - Peyton ❑O❑ Structural Engineering Consultants 000 A Di∎kinn of ACP Consultants. Inc. PROJECT TUtoAALA PoNfl i7A�C:f AK1LM7KSK.Ft !)FfLNNRV3 JOB # ' /4. SHEETI? OF DESIGNED M R (77 DATE CHECKED DATE 0 G =" PAIL POST -rb . ( it ci)G E Ei.ANO - 6( r` n1= 2 BEA14 C/ • 4 $ L f 3 ST C, C E-RCD ( A ?° ) 2ML Poste (Z) % T4 O . 4k ( RAct, y ,fr - - - - - - 4V2 BFP Nt ( 541 EaLTc 4x12 3F ANI ■ „ X3 "). ANGLE CPCI.1 c_1 C4.> C l I L IJc,'t• E \) 4x(2 6VAM S '•icp tiaC,iE (II LE- /.16 -nt) l( .. 5E, 4 F,c - ; (r P 11 6 1 11 1 1r11 1...nno Cnnlh Cnib. 111 11 •. 11 !)'!1111 f "'!!/.11111 moll r...., 1111 /. r . • • '.n, ,n• . OOOAnderso - Peyton OO❑ Structural Engineering Consultants = A Division of ACP Consultants, Inc. PROJECT Tv kw I.1</.1 Ph N JOB # DESIGNED M 2 E DATE CHECKED DATE • 1 -4 • RAIL • : .. • .I BoI:Ts (t ArPEt / 6x� BAIL. A (; ; PAL PO S 31620 23rd Avenue South. Suite 321 Federal Way. WA 914003 (206) 941.9929 Fax: (206) 941.9939 Seattle / faglsitle (206) 292 -I OOOAnderson - Peyton ❑O❑ Structural Engineering Consultants OOO Division of ACP Consultants. Inc. PROJECT T v∎cl.,u 1 1- A ?o JOB # cl"77,08 SHEET 14 OF DESIGNED M R E DATE CHECKED • DATE 5:66e amyl ;41k12 C.I1bt WSTIN _GI?OVt1Nl�N � 'S'i T I21'I C.NCat Pc ET._ F0 . 11 ; .,/ (2) - Lait1? S 30 FELT 11620 23rd Avenue South. Suite 321 Federal Way. \VA 98003 12061 941.9929 Fax: (2(W) 941 -9930 Soatih. / F:ia.igk (20A) 240419.10 OOOAnderson - Peyton (1100 Structural Engineering Consultants 000 A Divi,ion of ACP Conwltants. Inc. PROJECT T"_� IG1�1 ► �(� 'f� 1.1 • DEtK1 isC- r 1r %1(z1T> �1C[1 Q )ct7 :Ci�� ^621 BEAM i jt ji3ont n• 1 JOB # 1 SHEET ls OF DESIGNED M -t ' — DATE CHECKED DATE • .1 ZxIC� �u I (, PG 44 • ;POST CA? (St &fSoo) • g X9 • Po ST' • �1-1V►Zlt� ' ANCzE'e- S CTYr‘) SA1ny ( I, CIS) I /.111 11.• 1 1. C ..nl. G.:, . In 1 r . I ...J W.., 11. 1 11•!1111 .1l1f. i 1111 (1/1'/1 r , 1111 , 11 1 ..1 . r • 1 ,,„ .. L OOOAnderson Peyton 000 Structural Engineering Consultants 000 A Disi.ion of ACP Consultants. Inc. PROJECT Ti) t..JI PnN 7 1208 SHEET Ib OF DESIGNED M E DATE CHECKED DATE JOB # V 1,lI5-Q { 1 1 • k % Cr) • 4 ?s51 X 157I OG7 C, 2oU n► V S -Fr CC' . • X/k �Ih711 21rr1 •1rvnui• Smith. Si itt• 121 1 Way. WA QR111)1 (NMI 041.000 Fair• OW 04 1.0010 C..•1(i1•. I 17••nL1.. 1 1(I nu In •TIN& 1CC 110 (PICAL ID YPICAL rys GLV, Bars PICAL 4' X 10' P.T. BEAM 1 • 2' X 10' P.T. JOIST e 16' O.C. 40' tt— Tn TIJKWILA POND PARK -- 1997 \/T \. /Tnir PI ATFf1RM 4e X 6' P.T. POST 10' 6' X 6' P.T. RAIL 4' X 6' P.T. POST 4' X 10' P.T. BEAM X 6' RT. RAIL 12', DIA. CONCRETE PIER 2' X 6' P.T. DECK 41/ 2 EA 16d GALV. NAILS CRUSHED GRAVEL PATH m+Nf4Ww;.A1T.'kP.H+SMD�'Y. � /dIC�AiWlsl�vttii�4'YSnlYlti' OOOAndersoe- - Peyton ❑Q❑ Structural Engineering Consultants 000 A Divivion of ACP Conw'tants. Inc. PROJECT - rt.) A 'Pn rJ JOB # '7& a8 SHEET ..13_ OF 1 DESIGNED M f-E DATE CHECKED DATE N LuMgfP- ALL SF . ZX_ ' P ND .4x_. LOA EI? . SNht.t .13E i{Etii . . . ... . , . .6 = 1, 300000 Ps:. ,t,i,Mar SNA•tL" 13t PRe vRr TttiAlt0 Co s ic XA( eE N6A'.C 2 ev 9t -ALL, ALL- C Go p c.Tolss - • NA� LiNC - --- 12 cl Q? Co MkkMQ ALTS... (LAc" boLTS >, 2rD1 nn .... _ : 3. off_. t A-S4tAS S1`1kil.' 3E SrAnrOA2n c uT wA 1 c2 C GAIiJAai�t`D httr 5c�?t-wS� —.ALA r' n>JGt"YLS , SNA1,�. g„ 1 tis1A1,1.cO . BTL • . fL- Pr`I - {y"S _ t; -3KL{S • SNAtA. • ctE . -5TM A 3 •.1v1 tnt : • /\-sS ./M ci-ASS .5. TAr3k.E . I -A 6ne.. 1 rr�t9� c SETTER. /A ktC. EA 84= I124"J w S4C32c. M.A c cm 1701.'s u fWLIA :, 1 1620 21nl A% omit. South. Shirr 121 Federal \Vay. WA 0811113 121161 041.0020 Far: 1'1161 0.11.01)10 C,••nrL• r .i.i,t,• #111A1 '+m nn in PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0261 PROJECT NAME TUKWILA POND PARK — VIEWING PLATFORM DEPARTMENT: BUILDING DIVISION r PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS TUES /TIIURS ROUTING: PLEASE ROUTE ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL t CORRECTION DETERMINATION: APPROVED 17 APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE c FIRE PREVENTION E STRUCTURAL C DATE PLANNING DIVISION ❑ PERMIT COORDINATOR Q DUE DATE NOT COMPLETE E NOT APPLICABLE 0 DATE DUE DATE 8/20/97 NOT APPROVED (attach comments) DATE g /07 8/06/97 NO FURTHER REVIEW REQUIRED L___, DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) - • - • , . s. s • , , . • • • • ' • VAl 08/05/97 16:13 FAX 2065753207 • • : • N•WWW.A. DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A .. .......1; ■ I . st•••••■•• • 4: • nt. I i • • • .... . 4T• ... ..I. 07 •• . 1T.V :.1. C • • • .?'. • • • itik • - . • • ..• • • .0 • MA SEGALE INC . • . 49-4 CITY OF TUKWILA 4-. DETACH TO DISPLAY CERTIFICATE -3 • STATE OF WASHINGTON 4470 ; Do lc) /Ars F12$-052-020 (3-22i . . .• . • . , •, • •.• • ••• • • : ' : • , • ••••. • , . . • • • . • . • • • • " ." .. . , . . .. . . .. : . . . . ::',•••••• RECEIVED CITY. OF TUKWILA AUG 0 b 1997 • PERMIT CENTER tjooi I tery : :e ve Sign Park , �4try Park Lighting — ,?lft f ItI villliIP 1III iIIIJiIiIiIII Er Target bgri O2( Existing Biof ltration ) Swale Increase sideslopes 3. +30. i Secondary Pedestrian Access to Doubletree Pedestrian Access to. Strander Boulevard Park Entry Sig c Landscaping at Strander Doubletree Plaza. Hotel Enhanced 50` bui fei Plant and design per SAO Guidelines;. & KCM and Spbringwood studies Enhanced wetlaniad with 15` buffer Interpretive /Jperu Shelter (15'x6o') Picnic Tables — Viewing Platform Edge of Pond -� Path to Parking with stairs Not Draiage from hardscape slopes to be directed to catc basins and biofiltration swales Benches - Informal Stone Seating Water Cascade/Weir Recirculating City Water I c. Pier] c,. s and °minions c... pla,. does SOS ISMISNIMValidion cf c::i e■ppted CadS V td Contractors I M CITY 0' - iUIMI A AWi 0 6 1997 U RECEIVED CITV OF TUIM11lA PERMIT CENTER Exist Enhar Interp 3' -6" 2" X 6' P.T. DECKING MINIM 4 4" X 12" P.T. @ 8' O.C. NORTH AND SOUTH ELEVATION 2" X 6" P.T. KICK 6" X 6" P.T. RAIL 40' FRAMING AND FOUNDATION PLAN 3" X 3" X 11" X 3/16" GALV. ANGLE (TYP.) 2" X 10" P.T. @ 16" O,C. DETAIL 5 DETAIL ONE DETAIL TWO DETAIL FOUR 6' 10' 1 2" X 6" P.T. DECK W/ 2 EA 16d GALV. hq9-hatt J am,. 12" DIA, CONCRETE PIER DETAIL THREE TUKWILA POND PARK SITE WEST ELEVATION 4 X 4 GALV. MESH (TYP.)4w.1-0 Au l�uAWFA-U 2 J I— RECEIVED CITY OF TUKWILA PERMIT CENTER