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Home My WebLink About503 S. Cedar Street Address: 503 S Cedar Street PREPARED 9/26/14, 13:30:45 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/26/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 503 S CEDAR ST SUBDIV: CONTRACTOR : PHONE ; OWNER SCOTT AND CATHY BEAR PHONE : (253) 7S-3986 PARCEL 06-30-00-0-0-9540-0000- APPL NUMBER: 14-00000972 RES REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAT, REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL3 01 8/29/14 JLL BLDG FRAMING 8/29/14 AP August 29, 2014 10:36:22 AM jlierly. August 29, 2014 4:13:40 PM jlierly. BL9 01 9/26/14 1 BLDG SHEARWALL tember 26, 2014 9:06:20 AM pbarthol. Scott 253-518-7862 BL99 01 9/26/14 BLDG FINAL September 26, 2014 9:06:45 AM pbarthol. Scott 253-518-7862 ------------------------- ---------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION' 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000972 Date 8/21/14 Application pin number . . . 115720 Property Address . . . . . . 503 S CEDAR ST ASSESSOR PARCEL NWBER: 06-30-00-0-0-9540-0000- REPORT SALES TAX Application type description RES REMODEL Subdivision Name . . . . . . on your state excise tax fonn Property Use . . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 500 (Location Code 0502) ---------------------------------------------------------------------------- Application desc INSTALL GARAGE DOOR IN PLACE OF WINDOW ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SCOTT AND CATHY BEAR OWNER 18222 25TH ST CT E LAKE TAPPS WA 98391 (253) 75-3986 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . GARAGE DOOR Permit Fee . . . . 50.00 Plan Check Fee 32.50 Issue Date . . . . 8/21/14 Valuation . . . . 500 Expiration Date . . 2/17/15 Qty Unit Charge Per Extension BASE FEE 50.00 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total 32.50 32.50 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 87.00 87.00 .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 conlruction. 7Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) I'— I 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 by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders I 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 FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking I Lighting ESA: Landscaping —i— I 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 T:Forms/Building Division/Building Permit THE For City Use CITY OF P it -Z erm # W A S H I NGTON, U. S. 1 )1/ Date Received: 97 321 E 51h Street I /Date Approved Port Angeles,WA 983 6 P:360-417-4817 F:360-417-4711 Email:permits0cityo[pa.us BUILDING PERMIVAAPPLICATION Project Address: -5-0-:�� eeJa�- Se. .,eleS ,,.,,4 17 Y-7 6, Z Phone: PrimaKy Contact: Email: ame Phone --SZ--o ti�- .2-5-3 7-329-_79 t�'6 Property Mailing Address Email /0 0 2 2 -7,;-t4 se. ev kef Owner Cityz'� - State Z T W4 Name Phone Contractor Address Email Information city State Zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Ject Value: (materials and labor) Espr,' 00 Residential 19 Commercial Industrial Public Permit Demolition 0 Fire 0 Repair 11 Reroof(tear off/lay over) Classification For the following, fill out both pages of permit application: (check New Construction 11 Exterior Remodel 11 Addition Tenant Improvement 0 appropriate) Mechanical El Plumbing 0 Other E9 lne-l�,st '9P ik-C4 9 0/00."- Will a fire sprinkler system be installed Irrigation Syste osed Bathrooi�ns Proposed Bedrooms or modified? Yes 13 No 13 1 Yes 0 No 13 !�I!! I Project Description ��r-?ov6 $07 he", 2 4A-��r a e- Ac9K 4-ar'l-c— Is project in a Flood Zone: Yes NoM 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]L8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name Signature Residen tial Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2.d 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 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 tv-pe 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 I Plumbing Fixtures Indicate how many of each type of flxtu e 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 44, Alt ", -mow IM W 11 "Ado, A�wm Nip 1503 CDndmclion Plane f,PMGFLES .,- --- I CITY 01- The Issuance of this Pon*b"Id"m these plan *2 building Official cgtions and otter Gma 11", rre&.ft" d errors 11 from hereafter "quinn il� C'o , Ong t fhar data. of w Prev.e _ I I plans, specif, 11 this iurisdictill building oper tibm being carried OA 4 M;nancas vioiation of all cump Approval Date do� d .7Lx9j F/---m C� I Ij Pe" I oft A Q A V ue 7'��j�- , le.j 4%Rk e4c..z- 0, IBM W �If,N 47. ---------- -------- f Significant Changes to the IRC 2006 Edition R602.10.6.2 0 Alternate Bracing Wall Panel Adjacent 119 CHANGE 7VPE. Addition 6 0 T 0 S 10 CHANGE SUMMARV. A new section providing alternate bracing [@Ifa1COng rnethods at door and window openings has been added to the code. �Mmoo paneu kd'azent 2006 CODE: R602.10.6.2 Alternate Bracing Wall Panel Adja- �0 a GU' WG[MdO�U cent to a Door or Window OpeniM. Alternate braced wall pan- (C)pan' Ong els co structed in accordance with one of the following provisions are e also permitted to r place each 4 feet ( 219 nim) of braced wall panel as reduired by Section R602.10.4 for use adjacent to a window or door opening with a full-length header: In one-story buildings, each panel shall have a length of not less than 16 inches (406 nim) and a height of not more than 10 feet (3048 nim). Each panel shall be sheathed on one face with a single lqyer criess (10 mrn) wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure R602.10.6.2. R602.10.6.2 continues Extent of header Double Portal Frame (two braced wall panels) Extent of header Single portal frame (one braced wall panel) Min.Xx 11.25" net header 6'to 18' Typical Fasten top plate to header with two portal frame 1000 lb. rows of 16d sinker nails at 3" o.c.typ. construction strap 1000 lb.strap opposite sheathing 1 For a panel splice— (if needed), panel Fasten sheathing to header wtih 8d common or edges shall be galvanized box nails in 3" grid pattern as show and blocked and studs, blocking, and sills) typ. Max. 3 o.c.in all framing occur within 24" ..i height of mid-height. 10. yp. 1':_—,Min.width = 16"for one-story structures One row of t idth =24"for use in the first of two- sheathing-to Min.w ng story structures. frRming nalli is required. If 2x4 blocking is used, ----Min.2x4 framing min._,---- the 2x4s must double I be nailed together i 3/8" min.thickness wood 2x4 post with 3 16d sinkers. structural panel sheathing Min.4200 lb.tie-down divice (embedded into concrete and nailed into framing) Min. 1000 lb. tie down device . . . . See section R602.10.6.2 'ks. Li .MIMI I 120 PART 3 0 Building Planning and Construction R602.10.6.2 continued The wood structural panel sheathing shall extend up over the solid sawn or glued-laminated header and shall be nailed in ac- cordance with Figure R602.10.6.2. A built-up header consisting of at least two 2 x 12s and fastened in accordance with Table R602.3(l) shall be permitted to be used. A spacer, if used, shall be placed on the side of the built-up beam opposite the wood structural panel sheathing. Thp header shall extend between the inside faces of the first full-length outer studs of each panel. The clear span of the header between the inner studs of each panel shall be not le ss than 6 feet (1829 mm) and not more than 18 feet (5486 mm) in length. A strap with an uplift capacity of not less than 1.000 pounds (4448 N) shall fasten the header to the side of the inner studs opposite the sheathing. One anchor bolt not less than-5/8-inch-diameter (16 mm) and installed in ac- cordance with Sec�ion-R403.1.6 shall be provided in the center of each sill plate. The studs at each end of the panel shall have a tie-down device fastened to the foundation with an uplift ca- pacity of.not less than 4200 pounds (18,683 NJ. Where a panel is located on one side of the opening, the header shall extend between the inside face of the first full- length stud of the panel.and the bearing studs at the other end of the opening. A strap with an uplift capaci1y of not less than 1000 pounds [4448 N) shall fasten the header to the bearing studs. The bearing studs shall also have a tie-down device fas- tened to the foundation with an uplift capacity of not less than 1000 pounds (4448 N). The tie-down devices shall be an embedded strap type, in- stalled in accordance with the manufacturer's recommenda- tions. The panels shall be supported directly on a foundation or on floor framing supported directly on a foundation, whi is continuous across the entire length of the braced wall line. The foundation shall be reinforced with not less than one No. 4 bar top and bottom. Where the continuous foundation is required to have a depth greater than 12 inches (305 mm)., a minimum 12-inch-by- 12-inch (305 mm by 305 mmJ continuous footing or turned down slab edge is permitted at door openings in the braced wall line. This continuous footing or turned down slab edg shall be reinforced with not less than one No. 4 bar top and bottom. This reinforcement shall be lapped not less than 15 inches (381 mm) with the reinforcement required in the co tinuous foundation located directly under the braced wall line. 2. In the first story of two-story buildings, each wall panel shall be braced in accordance with Item 1 above, except that eac panel shall have a length of not less than 24 inches (610 mm). CHAMCE SOGM0FOCAMCE. This is another alternative bracing method allowed to be used adjacent to door and window openings. Four other revisions related to this change and for coordination with it have oc- curred in Sections R602.10.3, R602.10.4, and R602.10.6.1 and in Table R602.10.5, footnote "c." This new alternative utilizes the header over