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Home My WebLink About4607 Old Mill Road Address: 14607 Old Mill Road PREPARED 4/20/17, 10:24:18 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/20/17 ------------------------------------------------------------------------------------------------ ADDRESS 4607 OLD MILL RD SUBDIV: CONTRACTOR : PHONE : OWNER Dan Boon PHONE : (360) 808-7922 PARCEL 06-30-22-2-1-9020-0000- APPL NUMBER: 17-00000331 RES ACCESSORY BUILDING ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL99 01 4/20/17 . BLDG FINAL Aplil 20, 2017 10:23:31 AM jlierly. Dan 808-7922 ------------------------- ---------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 17-00000331 Date 3/31/17 Application pin number . . . 384268 Property Address . . . . . . 4607 OLD MILL RD ASSESSOR PARCEL NUMBER: 06-30-22-2-1-9020-0000- REPORT SALES TAX Application type description RES ACCESSORY BUILDING Subdivision Name . . . . . . on your state excise tax fonn Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 5700 (Location Code 0502) ---------- ----------------------------------------------------------------- Application desc 12x16 TR 800 tuff shed ---------------------------------------------------------------------------- Owner Contractor ------------------------ Dan-Boon---------------- OWNER 4619 OLD MILL RD PORT ANGELES WA 983621911 (360) 808-7922 ------ - - - - - - -------- ------ ------------ Permit BUILDING PERMIT -RESIDENTIAL Additional desc 12X16 TUFF SHED Permit Fee . . . . 151.75 Plan Check Fee 98.64 I ssue Date . . . . 3/31/17 Valuation . . . . 5700 Expiration Date , . 9/27/17 Qty Unit Charge Per Extension BASE FEE 95.75 4.00 14.0000 THOU BL-2001-25K (14 PER K) 56.00 ---------------------------------------------------------------------------- Special Notes and Comments . March 31, 2017 10:32:31 AM pbarthol. Project will result in a storage shed in the rear 1/3 of the lot. No land use problems anticipated. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ------ --- ----- ------ ------ --- --- Permit Fee Total 151.75 151.75 00 00 Plan Check Total 98.64 98.64 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 254.89 254.89 .00 .00 CC3 Separate Permits are required forelectrical 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. Z Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/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 Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water 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 Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ISkirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping EHEEEdSHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 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 THE ORT AN,G� -ELES, For City Use F]fl�jlj lk -L -X6. Permit# 11- 3,31 A S H I �i G—T 0 N, U. S. Perl DateReceived: -611-111 -1 321 E 5th Street Date Approved !310-4143r— Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cityofl2a.us BUILDING PERMIT AP LICATION Project Address: -4 6(0 7 0 L.-b tA 9,0 h�D Phone: Boa -79 7-2 Primary Contact: Email- t4u9V)MbMVAqMC1i1'C0An Name Phone U 'bAo 9U3�-T q Z- 7- Property Mailing Address E *1 Owner �4(001 OLD VAILL- ROk-C) 1;V\Mb00Y\ vna'l ccm Cit State zip , -1"--&Z-1 kta(&Et-cs W'k- (7836Z- Name T13 Phone A Zg) 2gi— Address Email I Contractor 1-75(;�d W, VALLC�( IlMaCBf Jr e e(Z -rt��ZQ-VOZ->, j!��l%A Information city -rQ<W I L�I's, St4dte WA.1- zip 9 E31 is IContractor License# TL')S=-G T 0 3 9 R Exp.Date: 0�-Toz Legal Description: Zoning: Tax Parcel# Project Val6e: (materials and labor) $ 5, 700 00 Residential Commercial Industrial M Public 0 Demolition 0 Fire 11 Repair 11 Reroof(tear,off/lay over) 0 Permit Classification For the following,fill out both pages of permit applic.�tion: (check New Construction 11 Exterior Remodel 11 Addition 0 Tenant Improvement appropriate) Mechanical 1:1 Plumbing Other 11 Fire Sprinkler System Proposed Irrigation System Proposed or Proposed B throoms Proposed Bedrooms or Existing? Yes 0 No K Existing? Yes 0 NoA <,-6 In addition to standard hard copy submittals please send a PDF copy Al and Engineering to www.stormwaterocityo a.us Project Description 7 Is project in a Flood Zone: Yes 13 No;& Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 1 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 iL8o days of submittal,the application will be considered abandoned and the fees will be forfeited. -3 / 17 / 17 ��1 � BOOK� Date Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or Z,d floor) Garage Carport Other(describe) Area Totals Corn�ercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage (sq ft)foot print of %Lot Coverage (Total lot cov lot size) Max Bldg Height � all structures sq ft Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov�lot size) Mechanical Fixtures Indicate how many of each type of fixtu e 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 Isize: # 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 fixtu e to be installed or relocated Plumbing.Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size Other(describe): T:\Forms\2015 CED Form Updates\Building&Permitting\BP\Building Permit 201504.15.docx BUILDING PERMIT - STORMWATER Department of Community & Economic Development 321 E. 5th Street, Port Angeles, WA 98362 CITY USE ONLY '' 360.417.4750 www.cityof pa.us ced@cityofpa.us Permit#: Received: Approved: "A" STORMWATER QUESTIONNAIRE-, To determine the stormwater requirements that apply to your project, please answer the following questions: 1. What is the parcel size of the property to be developed? /,&90 sq.ft. 2. What is the total area of already existing impervious surfaces? A(A.IT/ sq.ft. 3. What is the total land area that will be disturbed during this project? "26a sq.ft. 4. What is the total area of new hard surfaces? 19Z sq.ft. 5. What is the total area of to-be replaced hard.surfaces? sq.ft. 6. How much vegetation will be converted to lawn/landscaped area? sq.ft. 7. How much native vegetation will be converted to pasture? sq.ft. 8. Does the site have 35% or less existing impervious coverage? 0 YES: This project is considered a "new development" project, proceed to question 9 XNO: This project is considered a "re-development" project, proceed to question 13 NEW DEVELOPMENT 9. Do the project result in 5,000 sq.ft. or greater 51new+ replaced hard surface? 0 S: A Large Project Stormwater Pla i required )< N . Proceed to question 10 10. Does the pr ' ct convert%acre (32, sq.ft.) or more of vegetation to lawn or landscaped area, or convert 2..5 acre r more of nati vegetation to pasture? .0 YES: A Larg r ject rmwater Plan is required .K NO: Proceed to tion 11 11. Does the project res in , 0 sq.ft. or greater of new plus replaced hard surface area? 0 YES: A S I Project Ssto water Plan is required NO: P ceed t question 12. Dole th roject have land disturbing vities greater than 7,000 sq.ft. but less than an acre?, 0 ES: A Small Project Stormwater is required NO: Only Minimum Requirement 2 appli REDEVELOPMENT 13. Does the project add 5,000 sq. ft. or more of new hard surfaces? OR Convert 32,670 sq. ft. (%acre) or more of vegetation to lawn or landscaped area? OR disturb greater than 1 acre of land? OR Convert 2.5 acres or more of native vegetation to pasture? 0 YES: A Large Project Stormwater Plan is required �(NO: Proceed to question 14 14. Does this project result in 2,000 sq. ft., or more, of new plus replaced hard surface area? OR Is the land disturbing activity greater than 7,000 sq. ft. but less than 1 acre? 0 YES: Minimum Requirements 1 —5 apply. Proceed to question 15 XNO: Only Minimum Requirement 2 applies 15. Is the total of new plus replaced hard surfaces 5,000 sq. ft. or more,AND does the value of the proposed improvements—including interior improvements—exceed 50% of the assessed value (or replaced value) of the existing site improvements? 0 YES: A Large Stormwater Plan is required [I NO: A Small Project Stormwater Plan is required BUILDING PERMIT - STORMWATER STORMWATERRE , UIREMENTS Upon completion of the stormwater questionnaire, please use Tablel and Table 2 to determine the required stormwater management practices, and provide the appropriate materials with submission of your completed building permit application. Please indicate the level of Stormwater Management your project is required to meet: fi�/!R#2 Only 0 Small Project(MR#1-5) 0 Large Project(MR#11-9) 0 Exempt Jable 1 Washington State Department of"Ecology Minimum Requirements (MR) MR#11: Preparations of stormwater site plans MR#6: Runoff treatment MR#2: Construciion Stormwater Pollution Prevention Plan (SWPPP) MR#7: Flow control MR#3: Source control of pollution MR#8: Wetlands protection MR#4: Prevention of natural drainage systems and outfalls MR#9: Operation and maintenance MR#5: On-site stormwater management Table 2: Stormwater Management Information -Requirement Description Required A complete Construction SWPPP does not need to be prepared and COPA Factsheet B MR#2 Only submitted to meet this requirement. However,the project proponent Additional Resources must consider all 13 Elements of Construction Stormwater Pollution USSG 6.05.03 Prevention and develop controls for all elements of the project. SVVMMVVVVVol.1-2.5.5 Small projects are required to meet Minimum Requirements 1-5. COPA Factsheet A Small project These projects are generally less impactful and therefore require less COPA Worksheets: stormwater stormwater protection and mitigation efforts. These projects have A,B,C,D,E plan the option to use the City's pre-engineered worksheets, templates, Additional Resources (MR 1-5) USSG 5.04.01.1 and forms to construct an a Small Stormwater Management Plan. SWMMWWVol.1-Ch.2 Large projects are required to meet all Minimum Requirements (1-9). These projects are either impactful by design or are being Contact a Licensed Large Project developed in an environmentally sensitive and/or critical area. The Engineering Firm Stormwater project proponent is required to retain professional engineering Additional Resources Plan (MR 1-9) services to prepare and submit a detailed report that addresses site USSG 5.04.01.2 specific stormwater concerns and engineered solutions that meet SWMMWWVol.1-Ch.2 WA State specifications. USSG:City of Port Angeles Urban Services and Standards Guidelines,2017 updated edition.Available free-of-charge at hftps://wa- portangeles.civieplus.com/277/urban-services-standards-guidelines SWMMWW.WA State Dept.of Ecology's Stormwater Management Manual for Western Washington,2014 updated edition Pl-o7"AtP A&/ 4607 0,Lb A91-1- RD. 67AC-rY BbOA1 Cw 61 c 04"T r-r*�O T -R�rrto (2,9 Z CZOO C+ 4607 04-)':, hfl4,L RZ), Z:)W �5 7Z CC Y BbOA1 (192 6lZe'.1 �o 45�0 T RC51 bn�jc E- (2,IJ2 1 6zoo C+Z� 7d qh, L rz PT HENJ Fl;� Ro K, 0 CME �2'x \46' -ro zi:s-r -TbP .54SD TO -BF-- Aocgoo��-> X -X X- CITY OF pojtT AlqGELES—Construction PlanS The issuance of"Pemit based upon these plans specir,cations and otber data shall not prevent the building Official from "'ereafter requiring the correction of effWS In said plans,specifications Wd other data.or froin pre,�Cnfing building operations be ing carried on lbercunder when in violation of all codesand ordiwces Or III's jurisdiction. ,'�I�F � ALL WO�K SUjJVJECTT1�) -LDAPPROVAL Date AZ24 13Y IL Models I Foresight Products Pagei of3 V About Us Product Information Holding Capacities Resource Center Contact Models >>> A MANTA RAY@ model for every application There are seven MANTA RAY@ anchors with light to heavy duty holding capacities. MANTA RAY anchors are made of galvanized ductile iron,are driven with the same drive steel set*and are tested to the desired holding capacity with the anchor locker. 'except the smag MR-68 and MR-88 anchors h"://vvww.earthanchor.com/manta-ray/models/ 3/17/2017 Models I Foresight Products Page 2 of 3 Galvanized Ductile Iron Anchors MR-SR 40,000 lbs(178 Kn)Utilimate Strength Anchor—Working loads(2-1 safety factor) 20,000 lbs(891(n).This is the largest of the most commonly used MANTA RAY anchors.It is hot dipped galvanized and designed to be used in"softer"soils.it accepts anchor rods.625"(16 mm)to 1.0"(25 mm). MR-1 40,000 lbs(178 Kn)Utilimate,Strength Anchor—Working loads(2-1 safety factor) 20,000 lbs(891(n).This is anchor is hot dipped galvanized and designed to be used in normal/medium soils.It accepts anchor rods.625"(16 mm)to 1.0"(25 mm). MR-2 40,000 lbs(178 Kn)Utilimate Strength Anchor—Working loads(2-1 safety factor) 20,000 lbs(891(n).This anchor is hot dipped galvanized and designed to be used exclusively in hard/dense/cobble soils.It accepts anchor rods.625"(16 mm)to 1.0"(25 mm). 4.43 11 l.; MR-3 20,000 lbs(89 Kn)Ublimate Strength Anchor—Working loads(2-1 safety factor) 10,0001bs(45Kn). It is hot dipped galvanized and designed to be used for medium loads in normalihard soils.It accepts anchor rods.50"(13 mm)to.75'(19 mm). 3,98 j MR-4 16,000 lbs(71 Kn)Utilimate Strength Anchor—Working loads(2-1 safety factor)8,000 lbs(36 Kn). It is hot dipped galvanized and designed for lighter loads in normallhard soils.It accepts anchor rods.50"(13 mm)to.75"(19 mm). --------------------- MR-88 7 I Tough light duty anchor for maximum loads in normalthard soils to 5,000 lbs.(22 Kn). Accepts anchor rods.50"(1 3mm). MR-68 http://www.earthanchor.com/manta-ray/Models/ 3/17/2017 Models I Foresight Products Page 3 of 3 Light duty anchor for maximum loads in"normal/hard"soils to 3,000 lbs(13 Kn). T Accepts anchor rods.375(1 Omm). 1.21 3 -1 1 9-2j 12 4,�1—1 T E!=!— Select Language--y� r_-7"1 Powered by Go�gle Translate MWI—NAM-FIMIM -�a wjwje%&�- 6430 481 Munn Road,Suite 300,Fort Mill,SC 29715 USA Toll Free:800-325-5360 Local:303-286-8955 Fax:303-287-3866 sales@earthartchor.com C 2014 MacLean Civil Products http://www.earthanchor.com/manta-ray/Models/ 3/17/2017 General Holding Capacities I Foresight Products Page I of I AboutUs Product Information Holding Capacities Resource Center Contact General Holding Capacities >>>. Soil Description Blow MR-68 MR-88 MR-4 MR-3 MR-2 MR-1 MR-SR Count(N) Ultimate: Ultimate: Ultimate: Ultimate: Ultimate: Ultimate: Ultimate: Very denselcemented sands 5 kips 10 kips 16 kips 20 kips 40 kips 40 kips 40 kips Coarse gravel and cobbles 60-100+ 5(1,3) 10(1,3) 16(1,3) 20(1,3) 28AO(1,3,4) 40(1,3) 40(1,3,5) Dense fine compacted sands - - very hard silts or clays 45-60 3-4(2,3,4) 6-10(2,3.4) 9-16(2,3,4) 17-20(2,3,4) 21-28(2,4) 36-40(1,3,4) 40(1.3) 6 e ns e c lay-s,san ds and gravel s - hard silts and clays 35-50 2.2-3(4) 4-6(4) 6-9(4) 12-18(2,4) 15-22(2,4) 24-36(2,4) 32-40(2,3,4) Medium dense sandy gravel stiff to hard silts and clays 24AO 1.5-2(4) 3-4(4) 4.5-5.5(4) 9-14(4) 12-18(4) 18-20(2.4) 24-34(2,4) Medium dense coarse sand and sandy gravel -stiff-to very stiff silts and clays 14-25 1.1-1.5(4) 2-3(4) 3_5A.5(4) 7-9(4) 0-12(4) 15-20(4) 18-24(4) Loose to Medium dense fi ne-to coarse.sand firm to stiff clays and silts 7-14 0.9-1.2(4) 1.5-2.5(4) 2.5-4(4) 5-8(4) 7-10(4) 10-1514) 14-1814) Laose find sand,-alluvium,soft clays fine saturated silty sand 1 4-8 0-6-1.0(4) 0-9-1.5(4,6) 1-5-2.5(4) 3-5(4,6) 5-8(4.6) 8-12(4,6) 0,14(4,6) Peat,organic silts; Inundates silts fly ash 0-5 -5 0.2-0.9(4,6) 0.3-1.5(4,6) O�8-3(4.6) 2-5(4,6) 3-8(4,6) 4-12(4,6) 1. Drilled pilot hole required for efficient installation 2- Ease of installation may be improved by drilling a pilot hole 3. Holding capacity limited by ultimate strength of anchors 4. Holding capacity limited by soil structure 5. Not recommended in these soils 6. Wide variation in soil properties reduces prediction accuracy.Pre construction field test is recommended For Marine Application Holding Capacities click here. For Utility Application Holding Capacities click here. Pmered by 00-.1le Translate 0 W�I I WIN I�Q�_ i 6430 481 Munn Road,Suite 300,Fort Mill,SC 29715 USA Toll Free:800-325-5360 1 Local:303-286-8955 Fax:303-287-3866 sales@earthanchar-com 0 2014 MacLean Civil Products http://www.earthanchor.com/manta-ray/Manta-ray-holding-capacitv/izeneral-holdiniz-caDac... 3/17/2017