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Home My WebLink About2236 W 10th Street Address: 2236 W jolh Street Uity of Port Angeles Correction Notice Building Division Job Located at C;Q2(o U) i io Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: Qp CL-A These corrections must be made and are not to be covered until reinspection is made. When oorrections have been made, please call 360-4 7-4815 for inspection. Date 7W z 0 uilding Division DO NOT REMOVE THIS TAG PREPARED 5/31/17, 9:58:16 INSPECTION TICKET PAGE CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/31/17 ------------------------------------------------------------------------------------------------ ADDRESS . : 2236 W 10TH ST SUBDIV: CONTRACTOR TUFF SHED INC PHONE (425) 640-9933 OWNER ERIC BUCH AND VIRGINIA DIMICK PHONE (360) 609-6151 PARCEL 06-30-00-1-0-5410-0000- APPL NUMBER: 17-00000470 RES ACCESSORY BUILDING ------------------------------------------------------------------------------------------------ PEaZMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BEXS 01 5/31/17 JLL A BLDG EXTERIOR SHEETING Eric ? ------------ ------- ------------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/20/17, 13:16:33 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/20/17 ------------------------------------------------------------------------------------------------ ADDRESS . : 2236 W IOTH ST SUBDIV: CONTRACTOR TUFF SHED INC PHONE (425) 640-9933 OWNER ERIC BUCH AND VIRGINIA DIMICK PHONE (360) 609-6151 PARCEL 06-30-00-1-0-5410-0000- APPI, NUMBER: 17-00000470 RES ACCESSORY BUILDING ------------------------------------------------------------------------------------------------ PEaZMIT: BPR 00 BUILDING PEaZMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BEXS 01 5/31/17 JLL BLDG EXTERIOR SHEETING 5/31/17 DA Eric ? Bottom cord of truss is broken and machine gusset plate is stamped and then over stamped. Attic storage space does not allow for trusses with bottom cord broken or spit replace trusses or obtain a fix from an engineer.JLL BL3 01 JL�41 BLDG FRAMING TIME: 17:00 BL99 01 JLLn BLDG FINAL TIME: 17:00 Eric 360 609-6151 --------- ------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY Sr- ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 99362 Application Number . . . . . 17-00000470 Date 4/28/17 Application pin number . . . 509150 Property Address . . . . . . 2236 W 10TH ST ASSESSOR PARCEL NUMBER: 06-30-00-1-0-5410-0000- REPORT SALES TAX Application type description RES ACCESSORY BUILDING Subdivision Name . . . . . . on your state excise tax foun Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 6326 (Location Code 0502) ---------- ----------------------------------------------------------------- Application desc DETTACHED 160SF STIRAGE SHED W/64SF PORCH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ERIC BUCH AND VIRGINIA DIMICK TUFF SHED INC 2236 W 10TH ST 17500 W VALLEY HWY STE 100 PORT ANGELES WA 9836314OG TUKWILA WA 98188 (360) 609-6151 (425) 640-9933 Other struct info . . . . . HARD SURFACE AREA ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc TUFF SHED Permit Fee . . . . 165.75 Plan Check Fee 107.74 Issue Date . . . . 4/28/17 Valuation . . . . 6326 Expiration Date 10/25/17 Qty Unit Charge Per Extension 4A BASE FEE 9S.75 70.00 5.00 14.0000 THOU BL-2001-25K (14 PER K) ------------------------------------------------------------------------- Special Notes and Comments April 28, 2017 2:22:04 PM pbarthol. Project will result in the addition of a 224sf storage shed. no land use problems anticipated. April 21, 2017 2:S7:58 PM banders. OK Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . .. . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 165.75 165.75 .00 .00 Plan Check Total 107.74 107.74 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 277.99 277.99 .00 .00 N 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 loc law regulating construction or the performance of construction. D�t e 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 PROVIDEA 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 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 Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: 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 THF— For City Use CITY OF Rl" ANGFL E S P11fo— Permit# ASH I NGTON, U . S. Date Received: 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cityofpa.us BUILDING PERMIT IPPLICATION Project Address: 2'2 36 ZO -5;�- 7-- IPhone: Primary Contact: 16�-FF lFmail- Name Phone 'Li .111 C I t' Property Mailing Address Email Owner Cit SL Zip Name Phone 7�/ Contractor Address' Email Information city State Contractor License# Exp.Date: Legal Description: Zom*ng: Tax Parcel# Project Value: (materi Is and labor) $ 67-3 Commercial Industrial Public Residential Permit Demolition El Fire 11 Repair 11 Reroof(tear off/lay over) 0 Classification For the following,fill out both pages of permit application: (check New Construction�:ff Exterior Remodel El Addition -ff Tenant improvement El appropriate) I Mechanical 11 Plumbing El Other El Fire Sprinkler System Proposed Irrigation System Proposed or oposed Bathrooms osed Bedrooms or Existing? Yes 13 No [3 Existing? Yes [3 No 0 _':4� 1 Prop I I Vr In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaterAcitvo a.us Project Descri tion 67-042�?irle-_ -�4 rrZ -C Is project in a Flood Zone: Yes 13 No;ff 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 thatJ 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. Date Print Name Signatuer-e Residential Structures Existing Proposed Construction For Office Use Area Descriptions 4S T Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2d floor) Garage Carport Other(describe) L-) r4t4�e 5Z Area Totals Commercial 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(s�ft) I Lot Coverage(sq ft)foot i t of %Lot Coverage(Total lot cov lot size) Max Bldg Height V,Vl.'M all structures sq ft Site Coverage(Sq Ft of all impervious) %of Site Coveragd(total site cov�lot size) Mechanical Fixtures Indicate how many of each type of fixtur to be installed or relocated as part of this project. Air Handler I 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 I 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 20150415.docx From: Erica Barker<EBarker@TUFFSHED.COM> Subject: TUFFSHED Date: April 11,2017 1225:30 PM PDT To: "ginericgwavecable.com"<ginericgwavecable.com> 7 Attachments, 519 KB Hi Eric, Here is generic drawing for your I OX1 6 TR-800 w/4' sidewall porch Erica Barker Off/ce Administrator TUFFSHED' p:425-251-8833 f:425-251-9795 a: 17500 West Valley Hwy, Tukwila, WA 98188 v 0 C 0 w:tuffshed.com e: EbarkerCaNuffshed.corn OPTIONAL TRrrRD-800 SHED 10'to16'WIDE x UP TO 24'LO G TO THE TRUSS DESIGN FOR UPTOI ��M!E�117,.f�ATE SIZE,11 #8 x r FLAT HEAD 2- SUNDANCE SERIES SELF-TAPPING SCREWS NOTES: SPACED @ 24'O.0 4 12 REQUIRED FOR 14'&16' 1 SHUSSS I. BU LONG CODE:2013 CBC AND 2013 CRC 314'APAORTECO RATED T&G DOUBLE TOP 2. 13ESIGN LOADING: FLOOR DECKING WIND SPEED&EXPOSURE:100C r x T STEEL TRUSS NAIL PLATES AREz ROOF LIVE LQAD1.40 PSF JOISTS a ze D.C. EAGLE METAL PLATES WALL FRAMING TO BE 2A ROOF DEAD LOAD:10 PSF (6005137-051) ([CC OESR-1082) HF STUD GRADE OR BETTER 3. FOR SHEDS WHICH OTHERWISE MEET THE PRESCRIPTIVE #10 xV4'PAN I REQUIREMENTS OF THE 2013 CEIC AND 2013 CRC HEAD SELF-TAPPING !E RAFTER MANUFACTU D 16,D.C. C, BY TUFF-SHED M EARTH ANCHORS FORTHIS ALL SHEDS CO. UCTED ACCORDING TO STANDARD SCREWS(2 PER TAB) UI.I.G ARE OPTIONAL IF CONVENTIONAL CONSTRUCTION METHODS. VENT HOLES @ Z4.O.0 REQUIRED BY YOUR LOCAL —KA'UNG: MUNICIPALITY,ANCHOR ROOF: OPTIONAL LEVELING AREAVAJLAB ATTUFF ATrACH 7/16*OSO SHEATHING TO TRUSSES WITH: BLOCKS S STEEL SHED BASE:SEE DETAIL 4 SHED.SEE SALESPERSON Ed NAI 8 @ 4-D.C.AT EDGES Z'xS'STEEL TRACK EACH Bd NAILS @ 12'D.C.IN FIELD END(60OT125-054) WALLS: - E SdNAI 012-O.C.INFIELD 1014rto B'-0*WIOE ATTACH 3fir SMARTSIDE 70VVALL FRAMING WITH: SdNAI @4'0,C.AT DOES. BUILDING SECTION HEADER LS e ATrACH EADERTOSMDWrrH: 4-8d TOENAIL OR�15:1 END NAIL DOUBLED HEADER-16:1 G 1.STE L SHED FOUNDATION: DOUBLE TOP PLATE r.W-16 GAUGE STEEL TRACKS G140 ZINC COATED DOUBLE TOP PLATE 18'STAGGERED FACE NAIL r x W-16 GAUGE STEEL JOISTS G140 ZINC COATED @ 2V D.C. 1/2'PLYWOOD SPACER (SUPPLIER:ALLIED STUDCO(JOIST,GOOSI 31-0541 TRACK 11r PLYWOOD SPACER WOT125054)ICCER4MP. 2.314'APA OR TEOD RATED TONGUE AND FLOOR CRIPPLES(IF RED.) CRIPPLES(IF REQ.) CRIPPLE STUD DECKING.24-MA"PANELSPAN.STAGGER PANEL LAYOUT. KING STUD 3.FASTEN FLOOR DECKING TO JOIST&TRACKS USING HEAD FOR HEADERSFOR #8 x 1�fiffi'Ml]MUM LONG SELF-DRILLING SCREWS @ 12'CC. OPENINGS UP TO 3W OPENINGS UP T04�-V NO BLOCKING REQ IRED.ALL EDGES SHALL UE ON FLOOR USE(2 2.4HF#2 USE(2)2.4 HF#2 JOISTS.STAGGERUMFL LAYO TPERAPACONDRION 1. OPENINGS 4''V TO 8'-V 4.FASTEN SOLE THROUGH FLOOR DECKING INTO JOISTS 2.4 WINDOW SILL USE(2)24 HF#2 OR TRACKS WITH x 3r GALVANIZED SELF-DRILLING SCREWS KING STUD @ 2�4'D.C. TRIMMERS 5.ALLOWABLE FLOOR LIVE LOAD.75 PEP FOR STEEL JOISTS TRIMMER CO TINUO SLY SUPPORTED.50 PEP FOR JOISTS ON BLOCKS FLOO DECKING 1�q AS SHOWN. BAS PLATE BASE PLAT. a U E OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL 'D BUILDING: KING STUD FLOOR DECKII ERB F 3R: [MER STUD OPENINGS UPTO 6.0" SUGGESTED SIZES;2'x 8'x 18',4'x 8�x 1r,OR 8'x S*x fir. FOR WINDOW OPENING U TO T�O' FOROPFNINGSUPTOF-VON USE 2.4HF#2 BLOCKS UNDER JOISTS SPACED @ V.V D.C.MAXIMUM. 8 1 P SU OPEAGS W-l'TO&4r BLOCKS UNDER TRACK SPACED 0 4.0-D.C.MAXIMUM. ON SUNDANCS SERIES 8 DE WALLS NDANCE SERIES SIDE WALLS USE(2)24 HF#2 WINDOW HEADER DETAIL DOOR HEADER DETAIL HEADER DETAIL FOR NOW SHED BASE DETAIL FOR LOAD BEARING WALLS FOR LOAD BEARING WALLS LOAD BEARING WALLS— P.O.# DRAWINGS BY: TITLE DRAIIIIING NO. DESIGN WE M� TUFF SHED,INC. TR/TRD800-02 Customr. D—By.SJ OF THE E TUFF SHED O'd"# - 111111A BUILDING SECTIONS Stantge Buildings&Ganages B.Ad—iTaw-12JI6114 BUILDING TO BE SUPRUMID IN HOUSE DRAFrM DEPARTMENT TuFF SHED,INC. d— 1777 S.HARRISON Frium SHED BASE DETAILS REV.LEVEL 01 — Chduld By: DENVER.COLORADO 90210 HEADER FRAMING DETAILS SMEET Building Siza:...7 D.I.: FORECCEN EY TUFFSH-ED " C303)753-TUFF $111. N.T.S. NOTES-20 CITY OF PORT ANGELESfonlEE The Issuance of t1lis permit based upon these plans SPCCifications and other data shall not prevent the building offlcial from thereafter requiring the 10 ox-- correction or errors in said plans,specifications and Other data, or from preventing building operations being carried on thereunder when in violation of 8H codes and ordinances of this jurisdiction. ALL WORK SYBJECT TO FIELD 6 PROVAL Date By X BUILDING PERMIT - STORMWATER Department of Community & Economic Development 321 E. 5th Street, Port Angeles, WA 983 62 CITY USE ONLY 360.417.4750 1 www.cityof pa.us I ced@cityofpa.us Permit#: Z 7—VZO. Received: Approved: TORMW��EfR_QUIESTIONNAIIRE 'S, 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? ffal(9 sq.ft. 2. What is the total area of already existing impervious surfaces? sq.ft. 3. What is the total land area that will be disturbed during this project? sq.ft: 4. What is the total area of new hard surfaces? sq.ft. 5. What is the total area of to-be replaced hard surfaces? sq.ft. 6. How much vegetation will be converted to la\�n/landscaped area? 6 sq.ft. 7. How much native vegetation will be converted to pasture? 6 sq.ft. 8. Does the site have 35% or less existing impervious coverage? 4ul YES: This project is considered a "new development" project, proceed to question 9 NO: This project is considered a "re-development" project, proceed to question 13 NEW DEVELOPMENT 9. Does the project result in 5,000 sq.ft. or greater of new+ replaced hard surface? 0 YES: A Large Project Stormwater Plan is required NO: Proceed to question 10 10. Does the project convert%acre (32,670 sq.ft.) or more of vegetation to lawn or landscaped area, or convert 2.5 acres or more of native vegetation to pasture? 0 YES: A Large Project Stormwater Plan is required )KI NO: Proceed to question 11 11. Does the project result in 2,000 sq.ft. or greater of new plus replaced hard surface area? 0 YES: A Small Project Stormwater Plan is required 0 NO: Proceed to question 12 12. Does the project have land disturbing activities greater than 7,000 sq.ft.,but less than an acre? 0 YES: A Small Project Stormwater Plan, is required. ;Q NO: Only Minimum Requirement 2 applies 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 0 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 0 NO: 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? • YES: A Large Stormwater Plan is required • NO: A Small Project Stormwater Plan is required BUILDING PERMIT - STORMWATER 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: (tMR#2 Only 0 Small Project(MR#1-5) 0 Large Project (MR#11-9) 0 Exempt Table hington State Department of Ecology Minimum Requirements (MR) MR#11: Preparations of stormwater site plans MR#6: Runoff treatment MR#2: Construction 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.* SWMMWWVol.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) and forms to construct an a Small Stormwater Management Plan. USSG 5.04.01.1 SWMMWWVol.1-Ch.2 Large projects are required to meet all Minimum Requirements Large Project (1-9). These projects are either impactful by design or are being Contact a Licensed Stormwater developed in an environmentally sensitive and/or critical area. The Engineering Firm Plan project proponent is required to retain professional, engineering Additional Resources (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.civicplus.com/277/urban-services-standards-guidelines SWMMWW:.WA State Dept. of Ecology's Stormwater Management Manual for Western Washington,2014 updated edition k C� 1003 61007 , 1011 2243 QC2230 30 Wa er main E�— WWater main Feet �.d�"".Ph,Wp I I— h—Th", P—*.�d�,�,�'Y f'— ,,—.�P�— Swater main Elacin.,distnbution aaaaa, I VI