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Home My WebLink About118 W Railroad Ave - Building CITY OF PORT ANGELES PUBLIC WORKS - BUILDING DIVISION 321 EAST 5TH STREET, PORt ANGELES, WA 98362 BUILDING PERMIT ISSUED: 10/19/2001 PERMIT NO: 13051 OWNER/APPLICANT PROPERTY LOCATION 118 RAILROAD W DORTHY BENSON 814 W 8TH STREET Lot: 18 '~ I -7 PORT ANGELES, WA 98362 Block: 11~- [] Long Legal 360/457-1655 Subdivision: TIDELANDS W T: S: Parcel No: CONTRACTOR ARCHITECT RJ SERVICES N/A [~ ~['"~'~'L~ 514 IRVING JACOBS RD PORT ANGELES, WA 00009-8362 , 98360-0000 360/457-1420 360~000-0000 PROJECT INFO Project Value: $5,000.00 SFD Units: 0 Commercial: 0 Project Type: RETAINING WALL SFD SQ FT: 0 Industrial: 0 ~ Occupancy Type: COMMERCIAL Garage: 0 ~ Occupancy Group: MFD Units: 0 Construction Type: MFD SQ FT: 0 ~-- Zoning Use: '~ PROJECT NOTES ~ RETAINING WALL REPAIR FOR PARKING LOT ~ RECIPT Cf 8191 ( PLAN REVIEW FEES ONLY ) RECEIPT Cf 8257 - BP FEES FEES ASSESSMENT Building Permit: $111.25 Misc Fee 1: $0.00 Plan Check: $66.75 Misc Fee 2: $0.00 State Surcharge: $4.50 Misc Fee 3: $0.00 House Moving: $0.00 Manufactured Home: $0.00 Sign: $0.00 TOTAL FEE: $182.50 Plumbing: $0.00 AMOUNT PAID: $182.50 Mechanical: $0.00 BALANCE DUE: $0.00 Radon: $0.00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, pdvate and public improvements. This permit becomes null and vo d f work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a pedod of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last nspect on. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing th s type of work will be complied with whether specified herein or not. The grant ng of a perm t does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance oi I co~structtbm {~',.~i/gf~ature of Contractor or Authorized Agent Date ~ Signature of Owner (if owner is builder) Date BUILDING PERMIT - APPLICATION o=z~: ~ ~ Buil~ P~it - P~pl~on ~ ~ f~e~ o~ co~e~. ~ ~ , Pi~ ~ or p~t ~n ~ ~, have ~ qu~io~ p~ ~. 417-4SIS g ~/~ AppH~t~or~ ~ ~ ~,~ ~a. Phone: Ad~css: ~l~ ~. ~ ~ Ci~: ~X~a~ Zip: ~~: ~ ~ ~( ~c. Phone: ~1~ ~ Cooer ~. ~, ~5 Lic~e~:~E~: q-2-~ ~o~: ~Y-/~ Ad.ss: ~ ~t~ ~co~ ~, Ci~: ~ ~ ~ ~ Zip: PRO~ ~D~SS: I I ~ ~ ~, ZO~G: ~ LEG~ DESC~ON: ~ ] ~ Block: I n ~ Su~vEion. C~ ~ P~CEL ~E~ C~li Ca~ Holder Name: B~gAddr~s: ~)q ~ .~ ~. ~' ~g: ~o~ ~, ~ Cr~it Ca~ ~: Ex~ Date: . ~A MC TYPE OF WORK: :S~z g~VALU~. ~rlON: [] Residential c~ NewConslr. cl Re-roof [] Woodstove -2~ .~.~$ 2oQ /~:= $ c~ MustS-family o Addition o Move c~ Garage SF. ~ $ /SF. = $, {r'~ommercisl . o Remed~l o Demolition r~ Deck.: .: SF. ~ $ /~F. = $. ~ fl Sign o ,' ' .:TOTAL VALUA'EION $. ' BRI[EF DESCRIPTI~N~ OF THE PROJECT: t~t.'~..,,P--4,~t~.. /-~e.. ~L~,~..,.,d COMmm~ m~-~rrl~L:'oconpancyorou · tJ.Z 'oc~u a~',,'., No. ofStories:~_.~.LotSiz~: ~o'~5',~ % Lot COverage: ..-. ' /,~,'~ '.c~.: % ~yas~g Lot ,Coverage:a~/s~ rc + Pi'oposed Lot Cov=agr. ~'i:~,,.~ '.'-/s~.:~:~ TO~AL LOT PLANNING USE OlaY: ' APPROVAl,S: PLAN Notes: . · . BLDG. DPW.,. ESA/VI/~Ialld(s): [] Yes [] No SEPA Checklist required? [] Yes r~ No Othec. BUILDING APPLICATION SUBI~irlTAL: Yom. ~.o~ ~d~p/a~ ~ befl//,,,ff ~m' co~/ete/~ t~/m ~cefftdfor review. The Building Division can provida you with more detailed information on the applicatina and plan submittal requirements. BUILDING PERMIT APPLICATION SUBI~'i-i'AL: Your completed application, site plan (for additions) and building construction plans are to be submitted to the Building Division. VALUATION OF CONSTRUt:I'ION: In all c~.~, a valuation amount must be intend by the applicant. Th~ figure will be reviewed and may be r~vised by the Building Div. to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: Your plan check fee is due at the time the building permit application and conslsuction plans are'submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, this application wffi expire by limitations. The Building Official can extend the time for action by the applicant up to 180 days, on written request by the applicant (see Section 107.4 of the Uniform Building Code, current edition). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct, and I am authorized to apply for this permit. I understand it is not the City's legal responsibility to determine what permits are required; it remains the applicant's responsibility to determine what permlt~ are required and to obtain such. ' PW-1102_13[revS701] Applicant: ~, Date: ~.,~. ~ CIVIL ENGINEERING LAND SURVEYING 519 South Peabody Street, Suite 4 Port Angeles, Washington 98362 (360) 417-0501 FAX (360) 417-0514 E S E-mail: zenovic@olympus.net INCORPORATED DATE: October 19, 2001 Job No. 01216 TO: City of Pod Angeles Building Department P.O. Box 1150 Port Angeles, WA 98362 FROM: Tracy Gudgel We are transmitting the following item: I-IAttached I~and-carried i-lUnder Separate Cover I-IFAX: PROJECT: Structural Plan Review - Jefferson School COPIES PAGES DESCRIPTION 3 2 Retaining Wall Plan and Details I 2 Structural Calculations COMMENTS: Please contact Roger Wheeler at R.J. Services at 457-1420 when the permit is ready to be picked up. ?, RETAINING WALL DESIGN ..... * ..... ZENOVIC & ASSOC., INC. 519 S. PEABODY ST. SUITE #4 PROJECT: RETAINING WALL PORT ANGELES, WA. 98362 CLIENT: RJ SERVICES J OB #: 1119 SOIL PROPERTIES DENSITY = 120 PCF WIDTH INCREASE = 20% PER FT COEF. FRICTION = 0,35 X DL DEPTH INCREASE = 20% PER FT BEAR[NG CAPACITY= 1500 PSF ACTIVE SP= 35 PCF PASSIVE SP= 150 PCF (DEPTH FROM TOP OF WALL FOR KEY) WALL TYPE: EAST WALL WALL DIMENSIONS STEM HEIGHT = 8 FT RETAINED EARTH = 8,00 FT DENSITY = 150 PCF STEM THICKNESS = 8 iN FOOTING DIMENSIONS LENGTH OF TOE = 40 IN KEY DEPTH = 15 IN LENGTH OF HEEL = 12 IN KEY WIDTH = 12 iN TOTAL WIDTH = 60 IN HEEL TO KEY = 24 IN THICKNESS = 12 IN FOOTING DEPTH = 12 IN DENSITY = 150 PCF INCREASE FOR DEPTH = 0 PSF INCREASE FOR WIDTH = 1200 PSF MAXIMUM SOIL BEARING CAPACITY = 2700 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL = 0 PLF MAXIMUM VERTICAL LOAD TO WALL = 1380 PLF CRITICAL CONDITION = 1 (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN !COMPONENT WT X WX OTM = 4252.5 BACKFILL 960 4.50 4320 RM = 9597 STEM 800 3.67 2933 FOOTING 750 2.50 1875 FOS = 2,26 <-- OK '(EY 188 2.50 469 DTHER 0 3.67 0 TO~L_ 2698 9597 e = 0.51869 FT BEARING LENGTH = 5.00 MAXIMUM SP = 875 <- OK SLIDING: MINIMUM SP = 204 FRICTION = 944 SP FOOTING = 75 LATERAL FORCE = 1418 SP KEY = 1688 TOTAL 2632 SLIDING FOS = 1.86 <- OK MOMENTS AND SHEARS FOOTING MOMENTS: ~ 0.0j 1120j 2987 TOE (BOT STL): 4863 LB-FT [ ~---2.0/ ¥~_o HEEL(TOPSTL)= 378 LB-FT /. ._ 4J)l__ 5_6_0~ :~73 I~ 8.o · _ o./ _ o