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HomeMy WebLinkAbout138 W. 2nd Street Address: 138 W 2111 Street PREPARED 9/06/13, 9:56:21 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/06/13 ADDRESS . : 138 W 2ND ST SUBDIV: CONTRACTOR GARY'S PLUMBING INC PHONE (360) 457-8249 OWNER PENINSULA COUNSELING CENTER PHONE PARCEL 06-30-00-0-0-5336-0000- APPL NUMBER: 13-00000992 PLUMBING PERMIT ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL99 01 9/06/13 JL PLUMBING FINAL September 5, 2013 11:12:42 AM jlierly. !.� bridn 457-8249 ______ _________ COMMENTS AND NOTES _______________________________ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION � 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000992 Date 9/04/13 Application pin number . . . 952320 Property Address . . . . . . 138 W 2ND ST ASSESSOR PARCEL NUMBER: 06-30-00-0-0-5336-0000- Application type description PLUMBING PERMIT REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . RESIDENTIAL HIGH DENSITY to the City of Pod Angeles Application valuation 1500 (Location Code 0502) Application desc INSTALL GREASE TRAP ---------------------------------------------------------------------------- Owner Contractor PENINSULA COUNSELING CENTER GARY'S PLUMBING INC 1.18 E 8TH ST PO BOX 255 PORT ANGELES WA 983626129 PORT ANGELES WA 98362 (360) 457-8249 ----------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . GREASE TRAP Permit Fee . . . . 57.00 Plan Check Fee .00 Issue Date . . . . 9/04/13 valuation . . . . 0 Expiration Date 3/03/14 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.0000 EA PL-IND WASTE PRETREAT INTRCPTR 7.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 57.00 57.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 57.00 57.00 .00 .00 W Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. 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 this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:For.ns/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THS l�GELES For City Use CITY OF 1 1�! _ Permit# /3 WASHH I N G� T o N , U . S . Date Received: "x- 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F: 360-417-4711 Email:permits(@cityofpa.us BUILDING PERMIT APPLICATION Project Address: 139 Z N v Si-)Zf_f _ Phone: Primary Contact: W5-5!5 _?3 b Email: NameS v j � ���,s.Jib lir �-i i�t•t�1 Phone Property —Mailing Address ` Email Owner City State Zip ZIName s Pl.v�n Qt►� Phone ©(.6f-7Contractor Address o tbC7X as� Email l� G✓ Information —city '90 rq molt,( t State Zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Prct Value: (materials and labor) ,•. $ 60 Residential ❑ Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Willa fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes ❑ No ❑ Yes ❑ No ❑ Project Description 6, Is project in a Flood Zone: Yes ❑ No❑ Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. q —3- 13 b r i-/J C�-- \( ' N S Date Print Name I Signat re Residential Structures For Office Use Area Description (SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or z" floor) Garage Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Covera a Calculations Lot Size (sq ft) Lot Coverage (sq ft) %Lot Coverage (Total lot coverage=lot size) Site Coverage (Sq Ft of all impervious) %of Site Coverage (total site coverage_lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended, Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan, single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: - Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interce for Grease Tra Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17.13.docx TH CITY OF For City Use L A' Permit# /3 - 19 '9 7 A S H I 1VG T 0 N , U . S . Date Received: 321 E 51h Street Date Approved :2 Port Angeles,WA 9836 ------ P: 360-417-4817 F: 360-417-4711 Email: permitsacityo(pa.us BUILDING PERMIT APPLICATION Project Addres 1M )L- Phone: Prima Contact: W5-SIS q(a(- -?3 Email: Name �4.V16 1-4-r Jj2,11 V)- Phone Property M.ailin-Address Owner Email City State Zip Phone: a Zip Name "V Phone Z, ZI C-7 Address mail Contractor Email Information city )00(,r)- State Zip =Contract-or License# Exp.Date: Legal Description: Zoning: Tax Parcel# Pr ct Value: (materials and labor) $ 60 Residential ❑ Commercial ❑ Industrial 11 Public ❑ Permit Demolition ❑ Fire El Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following, fill out both pages of permit application: L$P fc, Value: r (check New Construction 11 Exterior Remodel El Addition 11 Tenant improvement ❑ appropriate) Mechanical 1:1 Plumbing ❑ Other El Will a fire sprinkler system be installed Irrigation System? JPro�posed�Bathro�oms Proposed�Bedr`ooms or modified? Yes 13 No 0 Yes El No 0 Project Description 6' Is project in a Flood Zone: Yes 13 NoEl Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine What permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued-within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. q-3- � Date Print Name Signature CITY()F PORT ANGELES—COnStrt'CtiOn t'lans i he Issuance of this pefVA bid npon these plans,spec'fi- cations and other dela 51189 net premnt 1Ne building offiic al ,rem thereafter reQ&Mg the correct nn of errors in said , specifications and other data, or hon preventing oil ttref 'o ilding operations being carried d this ,,,lztion of all c,des ant ordi:;ances his ilder when in jurisdiction. B [� _ lgCi y —J& __ ,�,p-:rcval Date � _ V 1;7, Kt+Gh4N 1j-0 V v v 3 o� Components Composants Componentes 1 2 Components for:/Composants pour:/Componentes de: - _- 20GPM - 25GPM 3920A0220GPM (1.26LPS/Us/L/Seg) 3925A02 25 GPM (1.6 LPS/Us/L/Seg) 3925A03 25 GPM (1.6 LPS/ Us/ L/Seg) ITEM Part No: Nombre Description/Descripci6n Numero de la piece Numero Numero de parte 1 Latches #3920A-9 4 Attaches \, Pestillos \ 2 Reinforced polypropylene cover #3920A-2 Couvercle en polypropylene renforce de nylon Cubierta de polipropileno reforzado 3 Rubber gasket #3920A-5 -Joint en neoprene -Junta de hule �\ 4 Removable polypropylene baffles #3920A03-3 Chicanes amovibles en polypropylene Deflectores de polipropileno desmontables 5 One-piece tank #392003-1 Reservoir en une piece -Tanque de una sola pieza Components for:/Composants pour:/Componentes de: 2 1B 35GPM - 50GPM 3935A03 35GPM(2.2 LPS•L/Seg)3"(76mm)connection/raccordement/conexi6n 1 A - 3935A04 35GPM(2.2 LPS•L/Seg)4"(110 mm)connection/raccordement/conexi6n g oo= 1 A 395OA03 50 GPM(3.2 LPS•L/Seg)3"(76 mm)connection/raccordement/conexi6n - Gg395OA04 50 GPM(3.2 LPS•L/Seg)4"(76 mm)connection/raccordement/conexi6n 1 B ITEM Part No: Nombre Description/Descripci6n Numero de la piece Numero Numero de parte 1A Latches(left)-Attaches(gauche)-Latches(left) #3935A-6LH2 3 113 Latches(right)-Attaches(droite) #3935A-6RH2 \i Pestillos(lado derecho) 4 i 5 2 Reinforced polypropylene cover #3935A-2 ii \ �.:; :, -Couvercle en polypropylene renforce de nylon �I Cubierta de polipropileno reforzado 3 -Rubber gasket-Joint en neoprene-Junta de hule #3935A-5 4 Removable polypropylene baffles 35 GPM:#3920A03-3 I 4 -Chicanes amovibles en polypropylene 50 GPM:#3950A03-3 -Deflectores de polipropileno desmontables ' I 5 Diffuser Baffle 35/50 GPM UNITS ONLY #3935A03-4 Chicane diffuseuse 35/50 GPM SEULEMENT Deflector difusor 35/50 GPM SOLAMENTE 6 6 -One-piece tank #3920A03-1 -Reservoir en une piece -Tanque de una sola pieza i -13- Sizing Mop Sink Sizing Guide Size LPS US/GPM For Grease Interceptor sizing, please reference the Sizing Guide or the Plumbing & Drainage Institute Standard PDI-G 101.Without a properly sized flow control,the flow 2" 84 22 through the interceptor may exceed the rating of the unit,causing lower efficiencies 3" 142 37.5 and allowing grease to pass through the interceptor into the downstream piping.Be careful that you do not confuse liquid capacity and flow capacity.Liquid capacity is 4" 170 45 rated in litres or gallons while flow capacity is rated in gpm(gallons per minute)or U sec(litres per second). Floor Drains&Floor Sinks If sizing indicates that a larger Grease Interceptor is required,you maybe able to Take the volume of water produced by the compromise to a smaller unit by adopting to a 2 minute drain down time in your number of hose bibs(ie 1.5-2.0 gpm per 3/4" sizing calculation.Although the smaller unit will be less expensive,the grease faucet) capacity of a smaller unit will dictate the cleaning frequency required. Procedure for Sizing Grease Interceptors STEP FORMULA EXAMPLE 1 A sink 24"long by 20"wide by 12"deep. Determine cubic content of fixture by multiplying length x width x depth Cubic content:24 x 20 x 12=5,760 cubic inches (61.0x50.8x30.48cm3) 2 Contents in gallons: Determine capacity in gallons. 1 gallon=231 cubic inches 5,760/231 =24.9 gallons 94,451.42/1,000=94.45 litres) 3 Determine actual drainage load. Actual drainage load: The fixture is normally filled to approximately 75%of capacity with water as the items being washed displace about 25%of .75 x 24.9=18.7 gallons the total fixture content. (0.75 x 94.45=70.84 litres) Actual drainage load=75%of fixture capacity 4 Determine flow rate and drainage period. Calculate flow rate for one minute drainage period In general,good practice dictates a one minute drainage pe- 18.7/1 = 18.7 g.p.m.flow rate riod;however,where conditions permit,a two minute drainage (70.84/1 min.=70.84 I.p.m.) period is acceptable.Drainage period is defined as the actual time required to completely drain the fixture. Calculate flow rate for two minute drainage period: Flow rate=Actual Drainage Load 18.7/2=9.4 g.p.m.flow rate Drainage Period (70.84/2 min.=35.42 I.p.m.) 5 Select Interceptor. For a one minute drainage period: 18.7 g.p.m.(70.84 I.p.m.)flow rate=20 g.p.m.G.I. From Table B select the interceptor with a flow rating at least equal to the calculated flow rate.When the calculated flow rate For a two minute drainage period: falls between two sizes,select the larger of the two intercep- 9.4 g.p.m.(35.42 I.p.m.)flow rate= 10 g.p.m.G.I. tors. Table B-Procedure for Sizing Grease Interceptors PDI Size Symbol 4 7 10 15 3fv}' 25 35 50 Flow Rate US Gallons per Minute(GPM) 4 7 10 15 li j 25 35 50 Flow Rate Liters per Second (LPS) .25 .44 .63 .95 1.g6 1.58 2.20 3.16 Grease Capacity Pounds(Lbs) 8 14 20 30 40 50 70 100 Grease Capacity Kilograms(Kgs) 13.63 6.35 19.07113.61 -A- 22.68 31.75 45.36 Sampling Access Venting Some municipalities require a sampling port to monitor effluent quality. If Grease Interceptors must have a vented waste,sized in accordance the unit is on the floor, or semi-recessed into the floor,a cleanout tee can with local code requirements for venting interceptors to retain a... be installed downstream of the Grease Interceptor.If the unit is installed in water seal and prevent siphoning. Most codes dictate that tw the floor,a backwater with its flapper removed,makes an effective collection vents be installed, one upstream and one downstream of the port.Like the FCD the backwater valve can be extended to finish floor level grease interceptor.The upstream vent must not be placed between using a sleeve kit. the air intake and the grease interceptor. -2-