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Home My WebLink About1433 E. 5th Street Address: 1433E 5th Street PREPARED 6/12/14, 12:08:19 INSPECTION TICKET _PAGE 5 , CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/12./14 ------------------------------------------------------------------------------------------------ ADDRESS 1433 E 5TH ST SUBDIV: CONTRACTOR : PHONE OWNER BOYD MARY E PHONE PARCEL 06-30-00-0-1-8185-0000- APPL NUMBER: 13-00001024 RES REPAIR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL6 01 9/24/13 JLL BLDG POST/COLUMN FTG 9/24/13 AP September 24, 2013 8:13:04 AM pbarthol. Kim 461-4949 Call lst Jn�} September 24, 2013 4:00:51 PM jlierly. BL99 01 6/12/14 /ILL BLDG FINAL June 11, 2014 11:12:51 AM pbarthol. �u Kim 461-4949 Call 1/2 hr ahead so he can let you in for inspection -------------------------------------- COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 13-00001024 Date 9/19/13 MN Application pin number . . . 680256 AddressProperty ASSESSOR PARCELNUMBER: 06330-00-0 -1-8185-0000- REPORT SALES TAX Application type description RES REPAIR Subdivision Name on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY ((Location Code OSO2� Application valuation . . . 4000 Application desc REBUILD EXISTING DECK ---------------------------------------------------------------------------- Owner Contractor BOYD MARY E OWNER 1433 E 5TH ST PORT ANGELES WA 98362 ----------------------—------------`--------------------------------------- Permit . . . . . . BUILDING.PERMIT -RESIDENTIAL Additional desc . . REBUILD EXISTING DECK S Permit Fee . . . . 123.75 Plan Check Fee 80.44 Issue Date . . . . 9/19/13 Valuation . . . . 4000 A Expiration Date 3/18/14 Qty Unit Charge Per Extension '! BASE FEE 95.75 2.00 - 14.0000 THOU BL-2001-25K (14 PER K) 28.00 vW Special Notes and Comments 11 Public Works Utility Engineering has no requirements for this plan review. September 16, 2013 3:00:06 PM tamiot. 12ft clearance required from deck service to electrical service conductors. September 18, 2013 11:39:51 AM sroberds. The project does not involve additional lot coverage. No land use issues are anticipated. ---------------------------------------------------------------------------- Other Fees . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 123.75 123.75 .00 .00 Plan Check Total 80.44 80.44 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 208.69 208.69 .'00 .00 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. Y�J 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 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 b 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 IT O ' ° For City Use CITo� ANGELES Permit# 4 N w A s H i N G T , U . s . Date Received: 321 E 51h Street ate Approved 9112 h 1Z Port Angeles,WA 9836 P:360-417-4817 F: 360-417-4711 Email:permitsC@cityofpa.us BUILDING PERMIT- A PLICATION Project Address: 711 6'1 Phone: ?6d PrimaryContact: U�� y Email: Name �/,L'l Phone Property Mailing Address nD` .-}f l Email i, Y� Owner j� OX pC(r� L"Ve11 h 6 Ol '-tno mom City . State 41'.'4,el fee-� �7 Name Phone (O Contractor Address Email Information City State Zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) 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 ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes ❑ No ' Yes ❑ No Project Description ' !je{v/b tfe Is project in a Flood Zone: Yes ❑ Nolg/ 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. q11011-5 M. aft r� . Date Print Name Signature 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 i" floor) Garage Carport , Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals f' Lot/Site Coverage 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 interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx s g , r 'rry P '. y � 0*1 rq Y 9 t �br a F k I C�TJ- z < 0m zSEE SEC. 1003.3.3.6 0� rm co FOR HANDRAIL REQ. O ALSO SEE HANDRAIL DETAIL O Q zs o _ o --4 yo P� - O g�QJ\R�O STAIR STRINGERS ARE �u O i REQUIRED TO BE SUPPORTED —I AT TOP OR USE APPROVED METAL HANGARS.) D r z PARALLEL FIRE BLOCKING D 0 D �� D r 4"MIN. RISE ' cn _ 7 3/4" MAX. RISE //' _- 11" MIN. D D �' fTl -p �U � �'/ D UJ �I r _ � n 3X3'LANDING REQUIRED. • SECURE A T LANDING z OCCUPANT LOAD OF 10 OR MORE � N07ES NOT TO EXTEND MORE THAN 3 1/2"INTO REQ. U) 1. MAXIMUM CONSTRUCTION VARIANCE PERMITTED : iQ STAIR WIDTH. 3/8" FOR TREAD RUN. 3/8" FOR RISER HEIGHT. 1 1/2" M/N. m -' 2. HANDRAILS SHALL BE CON77N000S THE FULL LENGTH OF THE STAIRS AND EXCEPT FOR PRI VA TF STAIRWA YS. A T LEAST ONE HANDRAIL SHALL EXTEND IN 77AE DIREC77ON OF 1 1/4 --{ THE STAIR RUN NOT LESS 77-IAN 12" BEYOND 7N " - 2'"DIA. E TOP HANDRAILRISER OR LESS THAN 12" BEYOND THE BOTTOM RISER. ENDS SHALL BE RE7URNED OR SHALL 7ERMINATE IN NEWELL POSTS OR SAFETY 7ERMINALS ---- HANDRAIL D-7-AIL C) D G7 FTI Z 0 n C Fri cu O Frityl .. j M/D SPAN BLOCK/NG MINIMUM 2" x 4" CAP � WHEN FL OOR�JOIST GUARDRAIL W/)N7ERMEDIA TFS L OCA TED SO TNA T A EXCEED 12' 4" SPHERE CANNOT PASS THROUGH GUARDRAIL HEIGHTS- COMMERCIAL 42" MIN. PRO14DE FLASHING PER CODE RESIDENTIAL 36" MIN. AiA C7 F9 i DECK/NG MATERIAL - 4'x4 ® - �► ' OR MFC. G. SPE FLOOR JOIST (2) 7/16" BOL TS W/ WASHERS O SECURING POSTS. O Z) JOIST HANGER o T c� LA 7FRAL RESISTANCE �= SAME AS POST SIZE NOTES Cf) D MA 7ERIAL HEADER --I-I z /k — I. USE HOT DIP ZINC GALVANIZED D W LEDGER a X!�. FASTENERS IN TREA TED 'WOOD (SEE z m j WI7H 3/8"x5" POST CAP OR T-S77?AP MFG SPECIFICA77ONS) FOR TREATED [- LAG BOLTS ® 16" 0.C. WOOD APPLICA TONS D Frl STAGGERED. � C!) 2. SEE PAGE 3 FOR � POST, MlN/MUM 4'X4" F9077NGIHEADER/FLOOR JOIST SPANS � (SEE PAGE 3) FLOOR JOIST SPAN 3. SEE PAGE 4 FOR STA/R111YANDRAIL mC "X ® feet O C DETAILS. D co 4. WOOD TO BE DECAY RES/STAN T r r 7 1 SEPARA TION OR TREATED PER 2003 IRC R319. CIOC)5 DECKS SHALL" 2003 /RC. SEE A MEET R 502.2.1 OF TTA CHED. w 12"" M/N. 6. ANY SPA OR HOT TUB LOCATED CONCRETE FOOLING _:; • :� ON DECK SHALL BE ENGINEERED FOR n LOAD AND LATERAL DESIGN. (f) O fr1 -0 WASHINGTON STATE AMENDMENTS R507.2.2 Alternate deck ledger connections. Deck ledger connections not conforming to Table R507.2 shall be attached with approved fasteners having equivalent withdrawal capacity or be designed in accordance with accepted engineering practice. Girders supporting deck joists shall not be supported on deck ledgers or band joists. Deck ledgers shall not be supported on stone or masonry veneer. R507.2.3 Deck lateral load connections. The lateral load connection required by Section R507.1 shall be permitted to be in accordance with Figure R507.2.3. Where the lateral load connection is provided in accordance with Figure R507.2.3(1),hold-down tension devices shall be installed in not less than two locations per deck,and each device shall have an allowable stress design capacity of not less than 1500 pounds(6672 N). Exceptions: 1. Decks not more than 30 inches above grade at any point may be unattached. 2. Where a new deck is being added to an existing structure,the lateral load connection required by Section R507.1 shall be permitted to be in accordance with Figure R507.2.3(2). Siding Sheathing Note: Flashing for This detail is applicable where floorjoists are parallel to deck water tightness joists. �-Decking Deck joists Table R502.3.1(2) Approved joist hangers 2"min. Pressure treated 2x ledger with fasteners per IRC Table R507.2 —y Holdown device min 750#capacity \ at 4 locations,evenly distributed Floor joists \� along deck&1 within 2'of each end of the ledger.Holdown devices shall fully engage deck joist. A fully threaded 3/8"diameter lag screw predrilled w/min 3"penetration to top plate,studs,or header. Figure R507.2.3(2) (Insert Facing Page 146) Effective July 1, 2013 6 Alrt-t�f � 70 f 44 , N 3 1� O c o n y Mod w ♦� Cp m d L. A r /O6 ,,p,c n O `_' c L m co