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HomeMy WebLinkAbout1130 E Front St - BuildingORt NIGELES ! 0._�- W A S H I N G T O N, U. S. A. OREWA Community & Economic Development Department. June 9, 2011 Shelley Van Clease Tiny Bubbles Pet Store i 1130 E. Front Street Port Angeles, WA. 98362 1 RE': Billboard at 1130 East Front Street FAXED TO: 452-4306 Dear Shelley: ' In response to your letter dated June 9, 2011, the CBS Outdoor Advertising sign that is - located on your property advertises for activities that are not conducted .on your site, and as such, is considered. an off site billboard advertising sign. The sign'is nonconforming. It was erected without benefit of a conditional use permit which -is required for such a sign prior to your purchase of.the property:. Be'that'as it may, as a pre existing nonconforming sign, it -can continue to exist in its current location but neither -the location or sign area can be changed or enlarged. 'Your request to -move the -message area, including the catwalk,,of the ' sign, without increasing the message area, does not change .the location of the sign so the activity can therefore be permitted. Please note that in moving the message, area of the sign,' particular attention must be -given' to ensuring that the area, does not extrude. north or east into property that you don't own, e.g., into the State/City right -,of -way or neighboring (east) property. If such intrusion, occurs,the may need to.be removed. Continued development -of your site must conform as a whole to City codes that are in place' at the time of development. You will need to work with the City's Electric Division, in particular Bob Larsen (417-4706),, to determine relocation of the electric service. Sincerely, Sue Roberds `. Planning Manager _. Cc: Bob Larsen .d Phone: 360-417-4750 / Fax: 360-417-4711 '= Website: www.cityofpa:us / Email: smartgrowth@cityofpa.us ' M 321 East Fifth Street - P.O. Box 1150 / Port Angeles, WA 98362-0217 4 CITY OF PORT ANGELES ��►� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION o- 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 10-00001066 Date 1/04/11 Application pin number . . . 971184 Property Address . . . . . . 1130 E FRONT ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-7-1-0210-0000- Tenant nbr, name . . . . . . SHELLEY M VANCLEAVE on your state excise tax form Application type description RES NEW SFR to the City of Port Angeles Subdivision Name . . . . . . Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 170746 ---------------------------------------------------------------------------- Application desc 1,564 SF SECOND STORY RESIDENCE/748 SF COM STORAGE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SHELLEY M VANCLEAVE OWNER 4200 S CEDAR MILL RD PORT ANGELES WA 98362 (360) 452-6011 --- Structure Information 000 000 1,564 SF 2ND FLR SFR, 748 SF COM STORAGE --- Other struct info . . . . . TOTAL % LOT COVERAGE 39.50 CONSTRUCTION TYPE VB NUMBER OF STORIES 2.00 EXISTING LOT COVERAGE 1984.00 LOT SIZE 6993.00 PROPOSED LOT COVERAGE 780.00 TOTAL LOT COVERAGE ---------------------------------------------------------------------------- 2764.00 Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1,564 SF 2ND FLR SFR, ETC Permit pin number . 173989 Permit Fee . . . . 1417.85 Plan Check Fee 921.60 Issue Date . . . . 1/04/11 Valuation . . . . 170746 Expiration Date . . 7/03/11 Qty Unit Charge Per Extension BASE FEE 1020.25 71.00 5.6000 THOU BL -100,001-500K (5.60 PER K) ---------------------------------------------------------------------------- 397.60 Permit . . . . . . MECHANICAL PERMIT Additional desc . . Permit pin number . 174011 Permit Fee . . . . 163.65 Plan Check Fee .00 Issue Date . . . . 1/04/11 Valuation . . . . 0 Expiration Date . . 7/03/11 Qty Unit Charge Per Extension SASE FEE 50.00 4.00 7.2500 EA ME -VENT FAN (SINGLE DUCT) 29.00 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) ---------------------------------------------------------------------------- 74.00 Permit . . . . . . PLUMBING PERMIT 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: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 I Date I Accepted By I 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 I FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists / Girders / Under Floor Shear Wall / Hold Downs Ij 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 / Lighting I ESA: Landscaping , SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES i DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 10-00001066 Date 1/04/11 Application pin number 971184 REPORT SALES TAX Additional desc . Permit pin number . 173997 on your state excise tax form PermitPlan Fee 00 to the City of Port Angeles Issue Date . . . . 1/04/0101 valuation Expiration Date . . 7/03/11 (Location Code 0502) Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL -PLUMBING TRAP 56.00 1.00 7.0000 EA PL -WATER LINE 7.00 1.00 15.0000 EA PL -SEWER LINE 15.00 1.00 7.0000 EA PL -WATER HEATER 7.00 Special Notes and Comments October 6, 2010 7:54:34 AM rbecker. On the 748 sq. ft. you added on the east & west sides of the building on the main floor. Did you extend the water system to these parts of the building? If so what is the water used for. If there is water to the new building extentions, an inspection would need to be done, to make sure there would be no cross connection to possibly contaminated our water system. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. December 22, 2010 11:55:11 AM kdubuc. Occupancy separations must be provided as per Jim Lierly letter dated 10.21.2010. December 22, 2010 12:00:24 PM kdubuc. Smoke detectors throughout must be interconnected. December 29, 2010 9:18:17 AM sroberds. The remodel/construct project will result in 40t lot coverage in the CA zone w/11 on site pkg spaces. A pkg agree exists w/1128 E. Front St for 4 add spaces. The mixed res/comm use requires 12 off street pkg spaces. A temp storage structure may be used during construct for storage purposes but must be removed prior to occupancy of the addition area and/or final of the bldg permit. October 12, 2010 10:09:57 AM Bob Larson 360-417-4706. Existing overhead electric service wires to sign must be raised or removed before framing on new addition can start. MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required. All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or 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 T:Forms/Building Division/Building Permit Signature of Owner (if owner is builder) 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 I Accepted By Comments FOUNDATION: Footings I Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) 1 PLUMBING: Under Floor / Slab I Rough -In Water Line (Meter to Bldg) Gas Line Back Flow / Water FINAL Date Accepted by AIR SEAL: Walls I 1 Ceiling I FRAMING: Joists / Girders / Under Floor I Shear Wall / Hold Downs Walls / Roof / Ceiling I Drywall (Interior Braced Panel Only) T -Bar INSULATION: Slab I I I Wall / Floor / Ceiling MECHANICAL: Heat Pump / Furnace / FAU / Ducts Rough -In Gas Line I Wood Stove / Pellet / Chimney I Commercial Hood / Ducts I IFINAL Date Accepted by MANUFACTURED HOMES: Footing / Slab I Blocking & Hold Downs I I I Skirting PLANNING DEPT. Separate Permit #s SEPA: Parking / LightingI I ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit ,< CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION -�� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 T:Forms/Building Division/Building Permit Signature of Owner (if owner is builder) Page 3 Application Number . . . . . 10-00001066 Date 1/04/11 Application pin number . . . ---------------------------------------------------------------------------- 971184 Special Notes and Comments traffic control plan is to be submitted for approval with the application as necessary. Traffic control plans that require lane channelization or lane closer must be approved by the local WSDOT chapter prior to implementation. All connections to City storm drain facilities require an inspection by Public Works and Utilities Engineering prior cover. Notice will be given 48 hours in advance of commencing work. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ---------------------------------------------------------------------------- STATE SURCHARGE 4.50 Fee summary Charged --------------------------- Paid Credited Due Permit Fee Total 1716.50 ------------------------------ 1716.50 .00 .00 Plan Check Total 921.60 921.60 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 2642.60 2642.60 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 T:Forms/Building Division/Building Permit Signature of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD O t - 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 FOUNDATION: Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: Under Floor / Slab Rough -In /S//! l-f]il.✓ Water Line (Mefer td Bldg) Gas Line Back Flow / Water AIR SEAL: Walls Ceiling FRAMING: Joists / Girders / Under Floor ( Mear Wall Hold Downs WaTs % 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 Date I Accepted By Comments 3�ZI'll ��- {Y1cnoPpvl -W254 Side- '50- -3 LL_ '50- -3LL 19,Z6 -II eat•-{.I'LI roe �9-2b 11 Zig - ,�h'' n �ivlm4oi hJr �.LL (FINAL DateI4•2PP' jZAccepted by i 5-e Jca I s t- 1 el(' 'To— 8-2Y'11 _ (4-t[3 -11 _:�1(- RcofSheer n�� -Z3-ll -TL-L, fim Wal) Ce(1 {ny Is{ F(cor q-_26-11 M -L C Fi ce'111`hq 16 -(Z -II Ti -L 1 1 1 FINAL Date' )� ' 1'Cccepted byTV V I I I PLANNING DEPT. Separate Permit #s ISHORELINE: SEPA: Parking / Lighting ESA: Landscaping FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 �•i3' I a' SLC. T:Form s/Building Division/Building Permit f�1 PREPARED 4/23/12, 9:03:10 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/23/12 -------- — ---------------- ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ AFTERNOON September 23, 2011 4:31:20 PM jlierly. BL4 01 9/26/11 JLL BLDG FIREWALL TIME: 01:00 9/27/11 AP September 26, 2011 8:45:08 AM 1pangrle. BILL 452-6011 FIRE WALL AFTERNOON September 27, 2011 8:37:14 AM jlierly. BFS 03 10/12/11 JLL BLDG FIRE STOP INSP TIME: 01:00 10/12/11 AP October 11, 2011 4:55:23 PM 1pangrle. BILL 452-6745 FIRE CEILING AFTERNOON October 12, 2011 4:58:26 PM jlierly. BL3 01 11/14/11 JLL BLDG FRAMING TIME: 01:00 11/15/11 AP November 14, 2011 8:43:31 AM 1pangrle. BILL 452-6011 FRAMING AFTERNOON November 15, 2011 8:59:03 AM jlierly. BAIR O1 12/05/11 JLL BLDG AIR SEAL 12/05/11 AP December 5, 2011 4:08:50 PM jlierly. December 5, 2011 4:13:24 PM jlierly. April 12, 2012 8:54:52 AM hcatuzo. BLI O1 12/05/11 JLL BLDG INSULATION 12/05/11 AP December 5, 2011 8:27:10 AM pbarthol. BILL 461-2550 December 5, 2011 4:13:24 PM jlierly. BL99 01 4/19/12 JLL BLDG FINAL 4/19/12 DA April 19, 2012 8:57:25 AM hcatuzo. BILL 461-2550 April 19, 2012 3:52:55 PM jlierly. w/h t&p line to exterior/finish trim on exterior/remove debris and sweep parking lot of mud/kick plate on stairs/finish installing mud sill washers and bolts/ hold downs need to be fastened/ remove storage from room for inspection/fill gap in deck surface near mter panel/ Landing at doors/remove boonm truck full of construction salvage to provide proper parking count/jll BL99 02 4/23/(12 L BLDG FINAL O PERMIT: ME 00 MECHAN CAL RMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------- — ----------------------------- —------------------------ —--------------- — --- — ------- ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/23/12, 9:03:10 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/23/12 ------------------------ ---------- ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR --- ------------------------- - REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------- — ME1 01 12/05/11 JLL MECHANICAL ROUGH -IN 12/05/11 AP December 5, 2011 4:09:20 PM jlierly. December 5, 2011 4:13:24 PM jlierly. April 12, 2012 8:54:03 AM hcatuzo. ME6 01 4/12/12 JLL MECHANICAL GAS LINE 4/13/12 AP April 12, 2012 9:14:37 AM hcatuzo. BILL 452-6011 April 13, 2012 8:03:37 AM jlierly. ME99 01 4/23/12 MECHANICAL FINAL PERMIT: PL 00 PLUMBING RMIT REQUESTED INS DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 3/17/11 JLL PLUMBING ROUGH -IN 3/17/11 AP March 16, 2011 3:07:08 PM 1pangrle. BILL 452-6011 ROUGH -IN PLUMBING HE PREFERS A MORNING INSPECTION. March 17, 2011 4:24:24 PM jlierly. PL2 02 9/26/11 JLL PLUMBING ROUGH -IN 9/27/11 AP September 26, 2011 1:43:52 PM permits. partial rough -in plumbing on the second story September 27, 2011 8:37:14 AM jlierly. PL2 03 11/03/11 PB PLUMBING ROUGH -IN 11/04/11 DA November 1, 2011 10:29:40 AM 1pangrle. BILL 452-6011 "PARTIAL PLUMBING ON THE HOUSE" November 4, 2011 9:26:17 AM pbarthol. not ready PL2 04 11/14/11 JLL PLUMBING ROUGH -IN TIME: 01:00 11/15/11 DA November 14, 2011 8:46:32 AM 1pangrle. BILL 452-6011 ROUGH -IN PLUMBING AFTERNOON November 15, 2011 8:59:10 AM jlierly. glue joints to DWV and test/jll PL2 05 12/05/11 JLL PLUMBING ROUGH -IN 12/05/11 AP December 5, 2011 4:09:35 PM jlierly. December 5, 2011 4:13:24 PM jlierly. April 12, 2012 8:54:29 AM hcatuzo. PL99 01 4/23/12 JL PLUMBING FINAL --------------------------- ---------- COMMENTS AND NOTES -------------------------------------- PREPARED 4/19/12, 9:03:16 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/19/12 ------------ ----- ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ---------------------------- — ------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------------------------------------------- AFTERNOON September 23, 2011 4:31:20 PM jlierly. BL4 01 9/26/11 JLL BLDG FIREWALL TIME: 01:00 9/27/11 AP September 26, 2011 8:45:08 AM 1pangrle. BILL 452-6011 FIRE WALL AFTERNOON September 27, 2011 8:37:14 AM jlierly. BFS 03 10/12/11 JLL BLDG FIRE STOP INSP TIME: 01:00 10/12/11 AP October 11, 2011 4:55:23 PM 1pangrle. BILL 452-6745 FIRE CEILING AFTERNOON October 12, 2011 4:58:26 PM jlierly. BL3 01 11/14/11 JLL BLDG FRAMING TIME: 01:00 11/15/11 AP November 14, 2011 8:43:31 AM 1pangrle. BILL 452-6011 FRAMING AFTERNOON November 15, 2011 8:59:03 AM jlierly. BAIR O1 12/05/11 JLL BLDG AIR SEAL . 12/05/11 AP December 5, 2011 4:08:50 PM jlierly. December 5, 2011 4:13:24 PM jlierly. April 12, 2012 8:54:52 AM hcatuzo. BLI O1 12/05/11 JLL BLDG INSULATION 12/05/11 AP December 5, 2011 8:27:10 AM pbarthol. BILL 461-2550 December 5, 2011 4:13:24 PM jlierly. BL99 01 4/19/12 BLDG FINAL � April 19, 2012 8:57:25 AM hcatuzo. BILL 461-2550 -------------------------------------- COMMENTS AND NOTES LZ Y -k tA0 be -CIL - /;---h PREPARED 4/12/12, 9:42:03 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/12/12 ----------------------------------------- — -------- — ------------------------------------------ ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------- — ---- —-------------------------------------- — ME1 01 12/05/11 JLL MECHANICAL ROUGH-IN 12/05/11 AP December 5, 2011 4:09:20 PM jlierly. December 5, 2011 4:13:24 PM jlierly. April 12, 2012 8:54:03 AM hcatuzo. ME6 01 4/12/12 MECHANICAL GAS LINE �i April 12, 2012 9:14:37 AM hcatuzo. BILL 452-6011 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 12/05/11, 9:17:31 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/05/11 -------- --- ---- - — ---- ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ AFTERNOON September 23, 2011 4:31:20 PM jlierly. BL4 01 9/26/11 JLL BLDG FIREWALL TIME: 01:00 9/27/11 AP September 26, 2011 8:45:08 AM 1pangrle. BILL 452-6011 FIRE WALL AFTERNOON September 27, 2011 8:37:14 AM jlierly. BFS 03 10/12/11 JLL BLDG FIRE STOP INSP TIME: 01:00 10/12/11 AP October 11, 2011 4:55:23 PM 1pangrle. BILL 452-6745 FIRE CEILING AFTERNOON October 12, 2011 4:58:26 PM jlierly. BL3 01 11/14/11 JLL BLDG FRAMING TIME: 01:00 11/15/11 AP November 14, 2011 8:43:31 AM 1pangrle. BILL 452-6011 FRAMING AFTERNOON November 15, 2011 8:59:03 AM jlierly. BLI O1 12/05/11 BLDG INSULATION /f December 5, 2011 8:27:10 AM pbarthol. BILL 461-2550 ---------- ----------- COMMENTS AND NOTES -------------------------------------- t� i PREPARED 11/03/11, 14:07:01 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/03/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------- ------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 3/17/11 JLL PLUMBING ROUGH -IN 3/17/11 AP March 16, 2011 3:07:06 PM 1pangrle. BILL 452-6011 ROUGH -IN PLUMBING HE PREFERS A MORNING INSPECTION. March 17, 2011 4:24:24 PM jlierly. PL2 02 9/26/11 JLL PLUMBING ROUGH -IN 9/27/11 AP September 26, 2011 1:43:52 PM permits. partial rough -in plumbing on the second story September 27, 2011 8:37:14 AM jlierly. PL2 03 11/03/11 JLL PLUMBING ROUGH -IN November 1, 2011 10:29:40 AM 1pangrle. BILL 452-6011 "PARTIAL PLUMBING ON THE HOUSE" --------------------------------- COMMENTS AND NOTES-------------------------------- PREPARED 11/14/11, 8:54:39 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/14/11 ----------------------------------------- ADDRESS . : 1130 E FRONT ST SUBDIV: _ TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ AFTERNOON September 23, 2011 4:31:20 PM jlierly. BL4 01 9/26/11 JLL BLDG FIREWALL TIME: 01:00 9/27/11 AP September 26, 2011 8:45:08 AM 1pangrle. BILL 452-6011 FIRE WALL AFTERNOON September 27, 2011 8:37:14 AM jlierly. BFS 03 10/12/11 JLL BLDG FIRE STOP INSP TIME: 01:00 10/12/11 AP October 11, 2011 4:55:23 PM 1pangrle. BILL 452-6745 FIRE CEILING AFTERNOON October 12, 2011 4:58:26 PM jlierly. BL3 01 11/14/11 JLL BLDG FRAMING TIME: 01:00 ANovember 14, 2011 8:43:31 AM 1pangrle. PINK BILL 452-6011 FRAMING AFTERNOON ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------ PL2 01 3/17/11 JLL - PLUMBING ROUGH -IN 3/17/11 AP March 16, 2011 3:07:08 PM 1pangrle. BILL 452-6011 ROUGH -IN PLUMBING HE PREFERS A MORNING INSPECTION. March 17, 2011 4:24:24 PM jlierly. PL2 02 9/26/11 JLL PLUMBING ROUGH -IN 9/27/11 AP September 26, 2011 1:43:52 PM permits. partial rough -in plumbing on the second story September 27, 2011 8:37:14 AM jlierly. PL2 03 11/03/11 PB PLUMBING ROUGH -IN 11/04/11 DA November 1, 2011 10:29:40 AM 1pangrle. BILL 452-6011 "PARTIAL PLUMBING ON THE HOUSE" November 4, 2011 9:26:17 AM pbarthol. not ready PL2 04 11/14/11 JLL PLUMBING ROUGH -IN TIME: 01:00 November 14, 2011 8:46:32 AM 1pangrle. BILL 452-6011 ROUGH -IN PLUMBING l ( AFTERNOON 1 D -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 10/12/11, 8:22:56 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 10/12/11 ------------------------------------' ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ---- — --------- -------------------------- — — ---------------- — --------------------------- --- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------- AFTERNOON - September 23, 2011 4:31:20 PM jlierly. BL4 01 9/26/11 JLL BLDG FIREWALL TIME: 01:00 9/27/11 AP September 26, 2011 8:45:08 AM 1pangrle. BILL 452-6011 FIRE WALL AFTERNOON September 27, 2011 8:37:14 AM jlierly. BFS 03 10/12/11 L 0 BLDG FIRE STOP INSP TIME: 01:00 \ October 11, 2011 4:55:23 PM 1pangrle. BILL 452-6745 - FIRE CEILING AFTERNOON -------------------------------------- COMMENTS AND NOTES-------------------------------------- PREPARED 9/26/11, 6:48:00 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/26/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ AFTERNOON September 23, 2011 4:31:20 PM jlierly. BL4 01 9/26/11J L BLDG FIREWALL TIME: 01:00 Fq September 26, 2011 8:45:08 AM 1pangrle. BILL 452-6011 FIRE WALL AFTERNOON -------------------------------------- COMMENTSD NOTES -------------------------- 0,6 Uv- F . PREPARED 9/26/11, 13:44:40 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/26/11 ---------------------- ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NSR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 3/17/11 JLL PLUMBING ROUGH-IN 3/17/11 AP March 16, 2011 3:07:08 PM 1pangrle. BILL 452-6011 ROUGH-IN PLUMBING HE PREFERS A MORNING INSPECTION. March 17, 2011 4:24:24 PM jlierly. PL2 02 9/26/11J PLUMBING ROUGH-IN September 26, 2011 1:43:52 PM permits. partial rough-in plumbing on the second story -------------------------------------- COMMENTS AND NOTES ----------------------- — — ---------- ov— v� -p7[ mok-, aW y v w 44,3, L PREPARED 9/23/11, 8:42:07 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/23/11 --------------- ---------- — --------------- ---------- ------- ADDRESS --------------------------------- . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ---------------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLRI O1 2/01/11 JLL BLDG REBAR INSPECTION TIME: 09:00 2/01/11 DA January 31, 2011 8:38:57 AM 1pangrle. BILL 461-2550 REBAR MORNING PLEASE CALL BILL BEFORE YOU GET THERE. February 1, 2011 4:04:16 PM jlierly. provide 6 mil black poly/dowel bars into existing fnd.. 18" o.c./jll BLFS O1 2/10/11 JLL BLDG MONO SLAB TIME: 09:00 2/10/11 AP February 9, 2011 3:24:18 PM 1pangrle. BILL 452-6011 "MONOPOUR" MORNING February 10, 2011 4:23:43 PM jlierly. BLFO O1 3/21/11 JLL BLDG FOUNDATION TIME: 09:00 3/22/11 AP March 21, 2011 8:15:34 AM 1pangrle. BILL 461-2550 FOUNDATION MORNING March 22, 2011 8:19:32 AM jlierly. BL9 01 4/13/11 JLL BLDG SHEARWALL TIME: 04:00 4/13/11 AP April 13, 2011 8:07:15 AM 1pangrle. BILL 452-6011 "SHEARWALL NAILING FIRE WALL" LATE AFTERNOON April 13, 2011 4:08:12 PM jlierly. East wall only lower floor. Shear nail only for plywood. fire rated material to be inspected later/jll BFS O1 8/23/11 JLL BLDG FIRE STOP INSP 8/24/11 DA August 23, 2011 8:37:30 AM 1pangrle. BILL 452-6011 "FIREWALL FIRST LAYER" August 24, 2011 4:26:50 PM jlierly. not ready/jll BFS 02 8/24/11 JLL BLDG FIRE STOP INSP 8/24/11 AP August 23, 2011 4:33:48 PM 1pangrle. BILL 452-6011 FIREWALL FIRST LAYER August 24, 2011 4:23:54 PM jlierly. partial ceiling only/ill BL8 01 9/23/11 J BLDG ROOF SHEETING TIME: 01:00 September 23, 2011 8:39:21 AM 1pangrle. BILL 452-6011 "ROOF" ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 8/24/11, 9:53:12 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/24/11 ------ ------ — ------ -------------- — ---------------------------- — - — --- — ------------------ ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------ ---------------------------------- BLRI O1 , 2/01/11 JLL BLDG REBAR INSPECTION TIME: 09:00 2/01/11 DA January 31, 2011 8:38:57 AM 1pangrle. BILL 461-2550 REBAR MORNING PLEASE CALL BILL BEFORE YOU GET THERE. February 1, 2011 4:04:16 PM jlierly. provide 6 mil black poly/dowel bars into existing fnd.. 18" o.c./jll BLFS O1 2/10/11 JLL BLDG MONO SLAB TIME: 09:00 2/10/11 AP February 9, 2011 3:24:18 PM 1pangrle. BILL 452-6011 "MONOPOUR" MORNING February 10, 2011 4:23:43 PM jlierly. BLFO O1 3/21/11 JLL BLDG FOUNDATION TIME: 09:00 3/22/11 AP March 21, 2011 8:15:34 AM 1pangrle. BILL 461-2550 FOUNDATION MORNING March 22, 2011 8:19:32 AM jlierly. BL9 01 4/13/11 JLL BLDG SHEARWALL TIME: 04:00 4/13/11 AP April 13, 2011 8:07:15 AM 1pangrle. BILL 452-6011 "SHEARWALL NAILING FIRE WALL" LATE AFTERNOON April 13, 2011 4:08:12 PM jlierly. East wall only lower floor. Shear nail only for plywood. fire rated material to be inspected later/jll BFS O1 8/23/111 AL BLDG FIRE STOP INSP August 23, 2011 8:37:30 AM 1pangrle. \- BILL 452-6011 "FIREWALL FIRST LAYER" EFS 02 8/24/11 BLDG FIRE STOP INSP ( August 23, 2011 4:33:48 PM 1pangrle. BILL 452-6011 FIREWALL FIRST LAYER -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/23/11, 8:46:36 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/23/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE : OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------- —-------------------------------- —--------------- — ----------------------------- BLRI 01 2/01/11 JLL BLDG REBAR INSPECTION TIME: 09:00 2/01/11 DA January 31, 2011 8:38:57 AM 1pangrle. BILL 461-2550 REBAR MORNING PLEASE CALL BILL BEFORE YOU GET THERE. February 1, 2011 4:04:16 PM jlierly. provide 6 mil black poly/dowel bars into existing fnd.. 18" o.c./jll BLFS 01 2/10/11 JLL BLDG MONO SLAB TIME: 09:00 2/10/11 AP February 9, 2011 3:24:18 PM 1pangrle. BILL 452-6011 "MONOPOUR" MORNING February 10, 2011 4:23:43 PM jlierly. BLFO 01 3/21/11 JLL BLDG FOUNDATION TIME: 09:00 3/22/11 AP March 21, 2011 8:15:34 AM 1pangrle. BILL 461-2550 FOUNDATION MORNING March 22, 2011 8:19:32 AM jlierly. BL9 01 4/13/11 JLL BLDG SHEARWALL TIME: 04:00 4/13/11 AP April 13, 2011 8:07:15 AM 1pangrle. BILL 452-6011 "SHEARWALL NAILING FIRE WALL" LATE AFTERNOON April 13, 2011 4:08:12 PM jlierly. East wall only lower floor. Shear nail only for plywood. fire rated material to be inspected later/jll BFS 01 8/23/1 BLDG FIRE STOP INSP August 23, 2011 8:37:30 AM 1pangrle. BILL 452-6011 "FIREWALL FIRST LAYER" -------------------------- ----- --\\J- C MENTS AND NOTES 1 \/L A.x. d PREPARED 4/13/11, 8:08:45 INSPECTION TICKET PAGE l CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/13/11 --------------------------------------------- — ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR PHONE OWNER SHELLEY M VANCLEAVE PHONE : (360; 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR --------------------------------------------------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------' BLRI 01 2/01/11 — - JLL — -------------- —----------------- — ---------------------------- BLDG REBAR INSPECTION TIME: 09:00 2/01/11 DA January 31, 2011 8:38:57 AM 1pangrle. BILL 461-2550 REBAR MORNING PLEASE CALL BILL BEFORE YOU GET THERE. February 1, 2011 4:04:16 PM jlierly. provide 6 mil black poly/dowel bars into existing fnd.. 18" O.c./jll BLFS 01 2/10/11 JLL BLDG MONO SLAB TIME: 09:00 2/10/11 AP February 9, 2011 3:24:18 PM 1pangrle. BILL 452-6011 "MONOPOUR" MORNING February 10, 2011 4:23:43 PM jlierly. BLFO 01 3/21/11 JLL BLDG FOUNDATION TIME: 09:00 3/22/11 AP March 21, 2011 8:15:34 AM 1pangrle. BILL 461-2550 FOUNDATION MORNING March 22, 2011 8:19:32 AM jlierly. BL9 01 4/13A11 OL BLDG SHEARWALL TIME: 04:00 April 13, 2011 8:07:15 AM 1pangrle. BILL 452-6011 "SHEARWALL NAILING FIRE WALL" LATE AFTERNOON ------- COMMENTS AND NOTES -------------------------------------- PREPARED 3/21/11, 8:21:04 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/21/11 ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLRI O1 2/01/11 JLL BLDG REBAR INSPECTION TIME: 09:00 2/01/11 DA January 31, 2011 8:38:57 AM 1pangrle. BILL 461-2550 REBAR MORNING PLEASE CALL BILL BEFORE YOU GET THERE. February 1, 2011 4:04:16 PM jlierly. provide 6 mil black poly/dowel bars into existing fnd.. 181, O.c./jll BLFS O1 2/10/11 JLL BLDG MONO SLAB TIME: 09:00 2/10/11 AP February 9, 2011 3:24:18 PM 1pangrle. BILL 452-60_11 "MONOPOUR" MORNING February 10, 2011 4:23:43 PM jlierly. BLFO O1 3/21/11 qAL BLDG FOUNDATION TIME: 09:00 �( March 21, 2011 8:15:34 AM 1pangrle. l BILL 461-2550 FOUNDATION MORNING --------------------------------------- COMMENTS AND NOTES ------ PREPARED 3/17/11, 8:05:32 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/17/11 ------------------------------------------------------------------------------------------------ ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- ------------------------------------------ -- — ' PL2 01 3/17/11 L PLUMBING ROUGH -IN March 16, 2011 3:07:08 PM 1pangrle. BILL 452-6011 ROUGH -IN PLUMBING HE PREFERS A MORNING INSPECTION. -------------------------------------- COMMENTS AND NOTES PREPARED 2/10/11, 9:17:55 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/10/11 ------- --------------- ADDRESS 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------ BLRI O1 2/01/11 JLL BLDG REBAR INSPECTION TIME: 09:00 2/01/11 DA January 31, 2011 8:38:57 AM 1pangrle. BILL 461-2550 REBAR MORNING PLEASE CALL BILL BEFORE YOU GET THERE. February 1, 2011 4:04:16 PM jlierly. provide 6 mil black poly/dowel bars into existing fnd.. 18" o.c./jll BLFS O1 2/10/11 LL///��� BLDG MONO SLAB TIME: 09:00 !� February 9, 2011 3:24:18 PM 1pangrle. BILL 452-6011 "MONOPOUR" MORNING -------------------------------------- COMMENTS AND NOTES PREPARED 2/01/11, 8:45:39 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/01/11 --------------------------- — ------------------------------------------------------------------ ADDRESS . : 1130 E FRONT ST SUBDIV: TENANT, NBR: SHELLEY M VANCLEAVE CONTRACTOR : PHONE OWNER SHELLEY M VANCLEAVE PHONE (360) 452-6011 PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 10-00001066 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLRI 01 2/01/111, BLDG INSPECTION TIME: 09:00 !! � Januaryry 31 31, 2011 8:38:57 AM 1pangrle. BILL 461-2550 REBAR MORNING PLEASE CALL BILL BEFORE YOU GET THERE. -------------------------------------- COMMENTS AND NOTES------------------------------------- ��- �" ,s j; � COA LINDBERG"SMITEI A R C H I T..t C T S August 22, 2011 Jim Lierly City of Port Angeles 321 East Fifth St. Port Angeles, WA 98362 RE: Bill VanCleave — Tiny Bubbles Dear Jim: RECEIVED AUG 2 3 2011 CITY OF PORT ANGELES BUILDING DIVISION X130 t F�bntS-F =# 16-1066 We were on site today with Bill VanCleave at the Tiny Bubble addition. We reviewed the parapet wall on the east side of the addition. The wall has been built in two sections, with the lower section with studs at 16" on center and the upper section with studs at 24" on center. There are no studs continuous from the floor to the parapet. We have instruct Bill to provide an additional stud in the lower wall section every four feet to align with a stud in the uppers wall section, and to provide a 3'-0" long section of coiled strap on the face of the studs. This strap is to be centered on the horizontal joint on the wall. We have also instructed Bill to provide 2x blocking 4'-0" on center at the bottom of the trusses along the wall. s If you have any additional questions on this mater please contact us. Respectfully, LINDBERG & SMITH ARCHITECTS, INC'., P.S. Charles ith, A hitect 319 south peabody suite b / port angeles wa 98362 / 360.452.6116 fax 360.452.7064 email contact@lindarch.com / www.lindarch.com (1/6/2011) Linda Pangrle -Tiny Bubbles Page 1 From: Sue Roberds To: Linda Pangrle Date: 1/6/20118:34 AM Subject: Tiny Bubbles Linda - we will not require separate water meters for Tiny Bubbles, but we do need separate electric meters. Sue I I fi Y - ` I 1) TRANSMITTAL To: XFire Department 0 Other DepartmE Date Project Address Contact f3II � Phone. number(s,) W r�ouns to H3C) v�� Q-e'ave Permit number I0 - kC) � � MA k -7 q F 0-f- (2� VY-) m e*y� aJ Project Description V)J lSP�Ge o � rouad- floor. AzUt r) q cA- 11 56l -i s+- NeAji Sit�j (e -PaMI M5 1, A em C/P— 6VA. -S& C'wJ New Construction Addition Alteration Please review & return to the Building Division, Permit Technician. T:Forms/Building Division/Transmittal BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES t<< VC�ea ` �► Attn: Building Permit Technician For City Use Only: co j� � , Date Received e(-2JZ-i0 321 E. Fifth St., Port Angeles, WA 98362 IjPermit # I A,1 6 (360) 417-4815 fax (360) 417-4711 741 ,�o�d roved i I, GPt kc' -o5.10 P Applicant �I �� n�� 1- ,� Phone Property Owner ' L_.,,Pho,___nP_l x}52- 601 1 Property Owner's Address (-R_PvSeA P1Z�� Contractor Phone •RQu-W . Contractor's Address License # Expires E-mail PROJECT ADDRESS Parcel NumberiA Lot Zoning -tom Proiect Tvpe & Brief Description: XResidential ❑ Multi -family 'Commercial ❑ Industrial Check all that apply ov Y�.A Le�1 u New Construction %m .e2G� ,/�� S 1o6Z6 P SF CSX 3y Iy x 3y �� "---4 Addition ❑ Remodel A K, S Q 4o r,, CL ) I v R r_, Ll ❑ Repair S t Yv q L Fag m L Ll l �a Is/ '•4,Q11- c-- ❑ Demolition . ❑ Re -roof ❑ House ❑ garage ❑ other ❑ tear off & re -roof ❑ lay over one layer ;Heat System ❑ Heat pump ❑ wood -burning stove ❑ gas fireplace ❑ pellet stove ❑ other ❑ Other RQ51hi ,al 3 wall h"Qkrs ��iL awa4) rnwiov-r!inl — 2 Lia- Ire —r Floor Areas Existin_q (sq. ft.) Basement 1St Floor 24'x7G _`-I 2 d Floor2q,,V, 3 Floor z�l- "� U Garage Carport Covered Porch Deck �xi-, S-kurs Other 5e4- C006ner 1,(o(O Posed (sq. ft.) —:D @ $ `7q -i5 Com. 51oraAe 54.03 1 (;6i4 lVeus 5 FR $ 5, oo 3Z- avea.abcve Son per sq. ft. _ $ 3`7 4 Zz r 44- 132 _'346 .00 :�Sy 12'2 -q+ -1.q8 I( 6 +-3Z =' �1 TOTAL VALUATION $ 1-7 0,-7+(68 Total footprint of structures -7ro-1 sq. ft. - Lot size f sq. ft. = Lot coverage �•5% Site Coverage = the amount of'i ,ytfvio1J$ surface on a parcel, inclu ing structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see PAMC 17.94.135 for exemptions) Site coverage rtc4-. % a�Q�'IiCab l@ Max. height of proposed structures 22 ft. Occupancy group �j R # of bedrooms Will a lawn sprinkler system be installed? klLu Occupant load # of full baths Z Will a fire sprinkler system be installed? PLLA- Construction type V 13 # of half baths I have read and completed this application and know it to be true and correct. l am authorized to apply for this permit and understand that it is my responsibility to determine what pe, its are required, and to obtain permits prior to working project . DatPrint Name15+ 1` l 1-� J. VQ Signature T:Forms/Building Division/Building permit application _ t NOTES Permit # _ ` inTQe u 4le, e . �� CA A4: LjJeK.4\e, P&YL/--L- 01+ ZI 1Q CPA �, D �- ,�_ �- -. -gyp, p4ar-y� . c _ ry. L.1, 6i 4\,e- Vam d o1:3 UL L •,pl, Jc T:Forms/Building Division/Notes ORT � ; .aELES E W A S H I N G T O N, U. S. A. COMMUNITY & ECONOMIC DEVELOPMENT DEPARTMENT DATE: October 21, 2010 T O : Bill Van Cleave 1130 E 1st street FROM: Jim Lierly Community & Economic Development Department SUBJECT: Plan review for Tiny Bubbles Addition. Items will need to be corrected on the plans that were submitted with the application for permit. 1. Provide foundation & downspout drainage details and termination point. 2. Provide details for vapor moisture barrier on plans, (6 mil vapor barrier) 3. 3"x 3" x't/4" square washers are required on all anchor bolts. 4. Provide details on how the fire ratings for exterior walls and occupancy separations will be achieved. Occupancy separation shall meet chapter 6 and 7 of the 2009 IBC. 2 hour separation between occupancy's and 1 hour rated exterior walls within 5'-0" of property line or another building and shall be rated to the underside of the roof deck. 5. Windows cannot be installed in walls that are not permitted to allow openings in exterior rated walls 6. What roof classification is being applied to this project. 7. Parapets are required and shall be 30" above roof and meet the 2009 IBC for non- combustible material for the upper 18" per code. S. Roof penetrations, such as vents for DWV, exhaust and roof ventilation shall not be within 10'-0" of a rated wall or opening. 9. Soffit and eaves shall not be ventilated within 10'-0" of property line. 10. All penetrations through a rated wall shall have an approved rated fire stop product applied. 11. ADA van parking space shall be provided and accessibility signage per ANSI. 117 and state signage applied. This includes Ramps and stairs and routes. 12. Verify any Fire / Planning / Public works Department requirements that may be required. 13. Ventilation of kitchen and bath/Laundry rooms shall be per 2009 IBC/ IMC 14. Temp safety glazed glass shall be identified and provided in hazardous locations. 15. Separate water / electrical meter and supply shall be provided per code. 16. Architect or Engineer stamp required to be signed on structure's 4,000 S.F. or more. Jim Lierly Building Inspector 360-417-4816 jlierly@city@a.us F CITY GOVERNMENT PRESCRIPTIVE APPROACH -SIMPLE ]FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 Site Information: Lot: _ Address: *tm Wo E. Ro� City: State: 1 'A Zip: $ 3 h 2 Contact:, �l Phone: `�^ Phone 2: � LSO- yb\ -- 0 FAX: 3U0- yC Z-- 4'1C) -t Building Department Use Only: Permit # Notes: Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE I - (Unlimited Glazing Option Only) Glazin 9 Glazmg..U=Factor. Dooc.. .;.;. ulte Wall .' Va d -Wal t Interior Wa I; Exterior :Slab Option prF..loorof. °,Ceiling Ceiling on. BeloW Floor Concrete Verticab.;l':Overhead Fac"tore- t... rte:. - .. ,.. Grade-': ;Below Grade•:.. ';Grade . Unlimited Group R-3 IV and R-4 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Occupancies Only This Project complies with the following: The project is a single-family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above. The project will meet all other provisions of the WSEC and VIAQ. The Project will take advantage of the following exceptions to the prescriptive option. ❑ 602.6 Exception 2. One unlabeled or untested exterior swinging door, 24 sq.ft. or less, may be installed per unit for ornamental, security, or architectural purposes. Location of the door taking this exception: ❑ 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U -factor listed above. Location of the door(s) taking exception: Type of Heat Source: t� ��R I �itG /12 (,v 0&+S T:Forms/Building Division/Prescriptive Approach -Simple Form INP v� G c7vx .-may A--c) how � C) _77 Ole %P 77 ----------- _7_7 RODRIVIE -WVVW.Sewewroarive:com--- fi a Clallam County Assessor & Treasurer - Property Details - 62327 SHELLEY M VANCLE... Page 1 of 8 �± Clallam County Assessor & Treasurer Property Search Results > 62327 SHELLEY M VANCLEAVE for Year 2010 - 2011 i Property __ ...._..... _ _... _. Account Property ID: 62327 Legal Description: WESTPHALS FIRST SUBDIVISION LTS 3&4 BL 2 Geographic ID: 0630007102100000 Agent Code: Type: Real ! Tax Area: 0010 - PA 121 PORT ST CNTY H2 L Land Use Code 59 Open Space: N DFL N Historic Property: N Remodel Property: N Multi -Family Redevelopment: N $0.00 Township: $2E Section: Range: $143.09 $143.09 Location Address: Neighborhood: Neighborhood CD Owner Name: Mailing Address: 1130 E FRONT ST PORT ANGELES, WA Cycle 5 Comm 20953140 SHELLEY M VANCLEAVE 4200 S CEDAR MILL RD PORT ANGELES, WA 98362 Taxes and Assessment Due Property Tax Information as of 09/22/2010 Amount Due if Paid on: Z. Mapsco: Map ID: 2 Owner ID: 57462 % Ownership: 100.0000000000% Exemptions: .. _.. y . . 1 First Half Second Half 1 ! Year i Statement ID Taxing Jurisdiction ! Base Duey Base Due Penalty: Interest Base 2010 44953 ST SCH - STATE SCHOOL .......... . $268.88 $268.87 $0.00 $0.00 $2E 2010 44953 CC -GEN - COUNTY $143.09 $143.09 $0.00 $0.00 $14 12010 44953 PORT -PORT _ $20.11 $20.11 $0.00 $0.00 $2 2010 44953 PORT ANG _ PORT ANGELES $331.30 $331.29 $0.00 $0.00 $32 2010 44953 SD #121 -SCHOOL DISTRICT #121 $348.26 $348.27 $0.00 $0.00 $34 2010 44953 NTH OILY LIB - NORTH OLYMPIC LIBRARY $41.58 $41.58 $0.00 $0.00 $4 2010 44953 HOSP #2 - HOSPITAL #2 $58.70 $58.70 $0.00 $0.00 $E ; 2010 44953 WSMET PK DIST -WILLIAM SHORE MET PARK DIST $18.68 $18.67 $0.00 $0.00 $1 1201 0 44953 CITY_STORMWATER - CITY STORMWATER $45.71 $45.71 $0.00 $0.00 $4 12010 44953 WEED CONTROL -WEED CONTROL $0.82 $0.81 $0.00 $0.00 9 2010 - 44953 TOTAL: $1277.13 $1277.10 $0.00 $0.00 $127 2009 623272008 ST SCH - STATE SCHOOL _ $313.79 $313.79 $0.00 $0.00 $62 *09_623272008 623272008 CC -GEN - COUNTY $158.80 $158.82 $0.00 $0.00 $31 x2009 623272008 PORT -PORT $22.49 $22.50 $0.00 $0.00 $4 2009 623272008 PORT ANG - PORT ANGELES $348.32 $348.33 $0.00 $0.00 $6E 2009 623272008 SD #121 - SCHOOL DISTRICT #121 $388.04 $388.03 $0.00 $0.00 $77 2009 623272008 NTH OILY LIB - NORTH OLYMPIC LIBRARY $46.14 $46.15 $0.00 $0.00 $E 1 2009 623272008 HOSP #2 - HOSPITAL #2 $65.13 $65.13 $0.00 $0.00 $12 http://vpn. cl al l am. net: 8084/propertyaccess/Property. aspx?cid=0&year=2010&prop_id=62... 9/22/2010 I October 12, 2010 Bill Van Cleave 1130 E Front Street Port Angeles, WA 98362 Dear Mr. Van Cleave: -A \0 - \Ob(D A review of construction plans recently submitted for a new addition at 1130 E. Front Street will require more information. Per City of Port Angeles Urban Services Standards and Guidelines Chapter 5, requires a small project drainage plan for sites that disturb less than 1 acre. Please submit an engineered drainage plan meeting the requirements for section 5.05 of this chapter. If you have any questions or concerns, please contact Terri Partch at 417-4811 or tpartch(@citvofpa.us Thank you, Sincerely, Roger Vess Assistant Civil Engineer I NAPWKS\ENG[NEER\Building Permits\l 130 E Front St.doc October 12, 2010 Bill Van Cleave 1130 E Front Street Port Angeles, WA 98362 Dear Mr. Van Cleave: A review of construction plans recently submitted for a new addition at 1130 E. Front Street will require more information. Per City of Port Angeles Urban Services Standards and Guidelines Chapter 5, requires a small project drainage plan for sites that disturb less than 1 acre. Please submit an engineered drainage plan meeting the requirements for section 5.05 of this chapter. If you have any questions or concerns, please contact Terri Partch at 417-4811 or tpartch(abcitvofga. us Thank you, Sincerely, Roger Vess Assistant Civil Engineer I N:\PWKS\ENGINEER\Building Permits\l 1301: Front St.doc `.'C'Li NTI ENGINEERING & SURVEYING 717 SOUTH PEABODY STREET, PORT ANGELES, WA 98362 Engineers - Land Surveyors - Geologists NT, Construction Inspection - Materials Testing (360) 452-8491 FAX (360) 452-8498 December 3, 2010 Terri Partch, PE Stormwater Engineer 321 E Fifth Street Post Office Box 1150Port Angeles, WA 98362 Subject: Revision to Drainage Plan For Tiny Bubbles Pet Store Addition Dear Terri: As we discussed earlier today, I added a note to Sheet 4 discussing excavation in close proximity to the signs. Three copies of the revised Sheet 4 are enclosed. Our office will provide any required consultation or excavation monitoring at no charge provided reasonable notice is provided. I trust the enclosed revision meets with your approval. Please give me a call if you have any questions. Sincerely, NTI ENGINEERING & SURVEYING David Hanna, PE Civil Engineer Enclosure cc. Bill Van Cleave November 19, 2010 Terri Partch, PE Stormwater Engineer 321 E Fifth Street Post Office Box 1150Port Angeles, WA 98362 Subject: Drainage For Tiny Bubbles Pet Store Addition Dear Terri: D NOV 2 2 2010 City of Port Angeles Public Works and Utilities Dept. Engineering Services Division As we discussed earlier, I have designed an infiltration based drainage system for the additional runoff to result from the new addition to the Tiny Bubbles Pet Store. The drainage plan for the new addition is enclosed. Background The addition will increase the footprint of the building by eight feet on the west side and fifteen feet on the east side. Length of the addition will be 34 feet. The second floor of the addition will cover the entire width of the existing building and extend to the sides of the first floor additions. Total increase in the building's footprint will be 510 square feet (0.0117 acres) on the east and 272 square feet (0.0062 acres) on the west. Field Observations Nearly all of the parcel is covered by the existing building and pavement. As shown on the maps in the drainage plan, the new addition will cover a part of the remaining vegetated area. The roof of the existing building drains to the ground. It has been reported that the existing roof runoff soaks into the ground with little ponding. I attended at a test excavation on the west side of the building. The excavation revealed coarse sand from the surface to 1.2 feet. From 1.2 feet to 2.2 feet was black loam. From 2.2 feet to the bottom of the excavation at 4.1 feet the soils were clayey silt, grading down to a silty clay at the bottom. The lower soils were jumbled and are probably old fill. The sandy layer will infiltrate well (6-10 in/hr) and the lower black loam will infiltrate at a lower rate (2-4 in/hr). The lower silt and clay will infiltrate slower (1-2 in/hr). Based on these findings, a shallow infiltration facility is recommended. NTI ENGINEERING & SURVEYING l= ® 717 SOUTH PEABODY STREET, PORT ANGELES, WA 98362 Engineers - Land Surveyors - Geologists NTS Construction Inspection - Materials Testing (360) 452-8491 FAX (360) 452-8498 November 19, 2010 Terri Partch, PE Stormwater Engineer 321 E Fifth Street Post Office Box 1150Port Angeles, WA 98362 Subject: Drainage For Tiny Bubbles Pet Store Addition Dear Terri: D NOV 2 2 2010 City of Port Angeles Public Works and Utilities Dept. Engineering Services Division As we discussed earlier, I have designed an infiltration based drainage system for the additional runoff to result from the new addition to the Tiny Bubbles Pet Store. The drainage plan for the new addition is enclosed. Background The addition will increase the footprint of the building by eight feet on the west side and fifteen feet on the east side. Length of the addition will be 34 feet. The second floor of the addition will cover the entire width of the existing building and extend to the sides of the first floor additions. Total increase in the building's footprint will be 510 square feet (0.0117 acres) on the east and 272 square feet (0.0062 acres) on the west. Field Observations Nearly all of the parcel is covered by the existing building and pavement. As shown on the maps in the drainage plan, the new addition will cover a part of the remaining vegetated area. The roof of the existing building drains to the ground. It has been reported that the existing roof runoff soaks into the ground with little ponding. I attended at a test excavation on the west side of the building. The excavation revealed coarse sand from the surface to 1.2 feet. From 1.2 feet to 2.2 feet was black loam. From 2.2 feet to the bottom of the excavation at 4.1 feet the soils were clayey silt, grading down to a silty clay at the bottom. The lower soils were jumbled and are probably old fill. The sandy layer will infiltrate well (6-10 in/hr) and the lower black loam will infiltrate at a lower rate (2-4 in/hr). The lower silt and clay will infiltrate slower (1-2 in/hr). Based on these findings, a shallow infiltration facility is recommended. Terri Partch, PE November 19, 2010 Page 2 Design Methods I used the Santa Barbara Urban Hydrograph method and a level pool routing program to size the trenches. Site specific rainfall amounts were used. Drainage Design There is room for only a single trench on each side of the building while maintaining a five foot setback from foundations. Maximum length is just over 20 feet. Because of the design of the roof, runoff from each side will have to be handled on that side. It will not be possible to route all of the runoff to a single side without running a pipe through the building. If conservative infiltration rates are used in the design, the 20' infiltration trenches will only handle runoff from the new additions. There is insufficient room to place additional infiltration facilities. The soils may infiltrate significantly more water than the 2 in/hr used in the design but this cannot be verified without performing large scale PIT infiltration tests and there is insufficient room to do this. After much consideration, I designed the trenches to handle runoff from the new additions using conservative parameters and a 25 year, 24 hour design rainfall event. If the soils can infiltrate more runoff, they will also infiltrate much or all of the runoff from the existing building. To deal with the potential for overflows during heavy rainfall, I designed an overflow through the curb to the gutter along Front Street. I expect the system to infiltrate well during periods of typical rainfall. During more intense events, there will be some overflow into the street. Given the challenging site parameters, this approach seemed to be a good compromise between the various design constraints. Erosion and Sediment Control Because the site is almost entirely covered with impervious surfaces, there is little area from which silt can be generated. The area where the infiltration trenches will be located is slightly lower than the pavement on the adjoining properties so I do not expect erosion control to be an issue. I specified that silt control wattles be installed if runoff from disturbed soils can reach adjoining properties. Although wattles are shown on the plans, the notes allow them to be omitted if they are not necessary. I expect they will not be necessary. Terri Partch, PE November 19, 2010 Page 3 I trust the enclosed plan meets with your approval. Please give me a call if you have any questions. Sincerely, NTI ENGINEERING & SURVEYING David Hanna, PE Civil Engineer A Enclosure" J �n �a,23747 cc. Bill Van Cleave �SSlprraL ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number . . . . . 11-00001191 Date 10/20/11 Application pin number . . . 817931 Property Address . . . . . . 1130 E FRONT ST ASSESSOR PARCEL NUMBER: 06 -30 -00 -7 -1 -0210 -0000 - Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . WA 98362 Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 0 --------------------------------------------------------------------- Application desc Low voltage Owner Contractor SHELLEY M VANCLEAVE OWNER 4200 S CEDAR MILL RD PORT ANGELES WA 98362 (360) 452-6011 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER COMMERCIAL Additional desc . . Permit pin number . 195081 Permit Fee . . . . 95.90 Plan Check Fee .00 Issue Date . . . . 10/20/11 Valuation . . . . 0 Expiration Date . . 4/17/12 Qty Unit Charge Per Extension 1.00 95.9000 ECH EL -LIMITED 1ST 1500 SQ FT 95.90 ---------------------------------------------------------------------------- Fee summary Charged ---------- Paid ---------- Credited -------------------- Due ----------------- Permit Fee Total 95.90 95.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 95.90 95.90 .00 .00 INSPECTION TYPE DITCH SERVICE ROUGH -IN FINAL COMMENTS: DATE: RESULTS: 4 M REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR: - - /it 12rtti .� 1) Z 1►Z _ PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: G:\EXCI-IANGE\BUILDING CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street —P.O. Box 1150 /Port Angeles Washington, 98362 �L Ph: (360) 417-4735 Fax: (360) 417-4711 0 '917 f f ct,rcl INSpi 7C41 commercial Add tion / Alteration / Remodel / Repair* Date: 10 \ 1 & 2 Single Family Dwelling _ Multi -Family or Commercial* * Plan Review May Be Required, Please Complete Electrical Plan Review Information Sheet Job Address: 11. '3 0 Building Square Footage: Description of above Owner Information Name: 25 IrN, C4.e "'t L Mailing Addr�: .C�k City: ' Stag_ Zip: 7 l (c Phone: 2 0 - - Fax: � License # / Exp. Iterrr Unit Charge Service/Feeder 200 Amp. $ 119.90 Service/Feeder 201-400 Amp. $145.50 Service/Feeder 401-600 Amp $'204.60 Service/Feeder 601-1000 Amp. $ 262.20 Service/Feeder over 1000 Amp. $ 372.50 Branch Circuit W/ Service Feeder $ 2.60 Branch Circuit W/O Service Feeder $ 73.50 Each Additional Branch Circuit $ 2.60 Temp. Service/ Feeder 200 Amp. $ 92.70 Temp. Service/Feeder.201-400 Amp. $110.30 Temp. Service/Feeder 401-600 Amp. $148.70 Temp. Service/Feeder 601-1000 Amp . $ 167.90 Portal to Portal Hourly $ 95.90 Sign/Outline Lighting $ 88.20 Signal Circuit/ Limited Energy / First 1500 sf — Commerci l- 95.90 Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy -1 & 2 Family Dwelling $ 63.90 Signal Circuit/ Limited Energy - Multi -Family Dwelling $ 63.90 Manufactured Home Connection $119.90 Renewable Electrical Energy - 5KVA System or Less $102.30 - Thermostat $ 56.00 NEW -CONSTRUCTION ONLY: First 1300 Square Ft. $ 110.30 Each Additibnal"500 Square Ft. or Portion of $ 35.20 Each Outbuilding or Detached Garage .$ 73.50 Each Swimming Pool or Hot Tub $110.30 Contractor Information Name: Mailing Address: City: State: Zip: Phone: Fax: License # I Exp. QtV Total (Qty Multiplied by Unit Charae) $ U $ Total Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Signature of owner, electrical contractor or electrical administrator: ❑ cash . ❑ Check ❑ Credit Card # X a, Dated: ® — ! 07101!2010 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number . . . . . 11-00001142 Date 10/12/11 Application pin number . . . 979254 Property Address . . . . . . 1130 E FRONT ST ASSESSOR PARCEL NUMBER: 06 -30 -00 -7 -1 -'0210 -0000 - Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . COMMERCIAL ARTERIAL Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc New apt. ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ SHELLEY M VANCLEAVE ELECTRIC SERVICE 4200 S CEDAR MILL RD 82 DRAPER RD PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-6011 (360) 452-6424 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL NEW RESIDENTIAL Additional desc . . Permit pin number . 194423 Permit Fee . . . . 145.50 Plan Check Fee .00 Issue Date . . . . 10/12/11 Valuation . . . . 0 Expiration Date . . 4/09/12 Qty Unit Charge Per Extension 1.00 110.3000 ECH EL-R-SQFT FIRST 1300 110.30 1.00 35.2000 ECH EL-R-SQFT ADDITIONAL 500 35.20. ---------------------------------------------------------------------------- Special Notes and Comments October 12, 2011 10:17:12 AM tamiot. Load calculation will be required. There is a minimum of 3ft clearance from the roof and the electrical service drop if it extends more than 6 feet over the roof. October 12, 2011 9:59:08 AM tamiot. Load calculation will be required. Secondary conductors over roof require a minimum of 3ft clear when they extend 6ft or more over a roof (NESC 234C3b). ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 145.50 145.50 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 145.50 145.50 .00 .00 i REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTION TYPE DATE: RESULTS: INSPECTOR: 1 DITCH SERVICE `01' ROUGH -IN -- - - - — IO J21 /h +-V" - - - FINAL 31t -z I 2 COMMENTS: PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X - * .. Date: G:\EXCI-IANGEIBUILDING Q0 O 1\ o,VORTgN ELECTRICAL INSPECTION C UN N WIRING REPORT UKS;&roR~ 417-4735 I 1 � I I z PERMIT # INSPECTOR It—ti14z OWNER/CONTRACTOR ADDRESS I 1 3r) wr APPROVED NOT APPROVED ❑ ....................DITCH.................... ❑................ ROUGH IN/COVER ............... ❑ ❑ ....................SERVICE................... ❑ ❑ .....................FINAL.................... ❑ CORRECTIONS NEEDED: _ w!S'L^11-4 L FLA 6►,1I /5L-4Al-,I> AJ OV I9 Pi U enol1 6S NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS, INC. (360) 452-1381 OF g0R7g4,C L5 EII ECTMICAL NSPECTM ��Q y SMOG me REPORT C. F� S 417-4135 c�ORKs �`� p� 12Z. , 1 �_ PE ' INSPECT OWNtR/CONTRACTOR 3—;G scv_ v l L ADDRESS 1)13 if- e �f APPROVED NOT APPROVED ❑ ....................DITCH.................... ❑ ❑................ ROUGH IN/COVER ............... ❑ ❑ ....................SERVICE................... ❑ ❑.....................FINAL.................. . r ),-.CORRECTIONS NEEDED: , Z C L1iY-'.) rz-rc=p Lam— R w_cC V l TL;9 �11�s c, LL A L d KLSTJcN LC.b5T 0)q 5) A-L-L 0 1`4 L) S-Y--D tf� 13�,Lc_c0rp_-TZ_ 4,0,nk-E-7 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS, INC. (360) 452-1381 of ELECTRICAL INSPECTION -0 - 'w WIRING REPORT RKS 417-4735 DATE PERMIT # INSPECTOfI-, lc>l--,7q I I I I OWNER/CONTRACTOR - Fej ADDRESS yam'' APPROVED NOT APPROVED 0 .................... DITCH .................... 0 0 ................ ROUGH IN/COVER ............... 0 - ...... SERVICE ................... 0 0 ..................... FINAL .................... 0 CORRECTIONS NEEDED: 0 v F V rz, 1E.LL) f 6 aps NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS OLYMPIC PRINTERS, INC. (360) 452-1381 OF p0RT44,C ELECTRICAL INSPECTION `�! N WIRING REPORT RKS 417-4735 DATE RM # INSPECTOR �o /za /1) PERMIT - 11Y z OWNER/CONTRACTOR f -L-6 ADDRESS APPROVED NOT APPROVED ❑ ....................DITCH.................... ❑ ❑................ ROUGH IN/COVER .............. ❑ ....................SERVICE................... ❑ ❑ .....................FINAL.................... ❑ CORRECTIONS NEEDED: �LLL`C-1�L1Ul_jZh'� ��- �1�yQ. `3 6 YL 4E2i�> ►-i l s 41 *-L�JF--C-j-YZ4 e-6 L to IJ - NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS, INC. (360) 452-1381 OCT -12-2011 06:16A FROM:ELECTRIC SERVICE 4526424 70:74711 LULU/iVVkr ltrnLU 1(.J 41 `t Art tat 4y rtc!(n!(tr�y i ]JG, ,rUU Y11 Y41 CITY O.V PORT ANGELES PIERIV>DtT APPLICATION Building lDiAsion/EfectricalInsp"oae OCT12 2011 321 East Fiftb Street -P.O. Boa 11501 Port Angeles Wasibluptz n, 98362 Ph. (360) 4114735 Fax: (360) 427-4711 ELECTRICAL, Date: �z �t! ..., INSPECTIONS. P�.1/1 r1. uuJ n ORT ePi�� C r<gle Fafr►Ily Dwelling• • • Mufp-Family or Go(nmerGia Commercial Addition./ Alteration 1 Rernndef I Repair` Plan Review May be Required, fsiease t:omplete ElecUW Plan Re I i Information Sheet Job Address• 11 '3 4 V - 8ulkW9 Sgvara Footage: C".S 0 Description of above f Nomw .— info " Contractor Information _ +:�,k�b Ma1lrQ dress: 13+� ire �- M- t1Aame: Ad Ig�J �"•1>:"^ '�`g^t lllrf City: W h- Stere. w z11: It 7aG G» city.,kv 6tete,w zip: tr a ?4;P - phone. 41P l Phone:4 -z,&L:z-Y License d / Up License A / Eq %r'-, � i c � Ste! ( A2 a .� Item bitchame ServlcelFeeder 200 Amp. $119.90 Serytce/Feeder 201.400 Amp. $145.50 Servic elFeede 401.6M A(np $ 204,60 t,ervtcelFeeder 601-1000 Amp, $ 262.20 .Service/Feeder over 1000 Amp. $ 372.60 6rarich Circuit WrSwAcc Feeder 3 2,60 Brzi,ch Circr,tt W10 Service Feeder S 73.60 Each Additional Branch Circuit . $ 260 Temp. Service! Feeder 200 Amp. 3 9270 Temp, Service/Feeder 201400 Amp. $110.30 Temp. SwAcdFeeder401-6W Amp. $146.70 Temp, ServlcelFeeder 601-1000 Amp. $167.90 Portal to Portal Hourly $ 95.90 SlgnrChrtfine Lighting -$ 8626 Signal Circult! Umited Energy I First 15M si-Commercial ill 95.90 Note: $5.00 for each additional 1500 cif' Signal Circuit/ Limited Energy -1 & 2 Family Dwelling $ 63.90 Signal Circuit/ Umtted Energy - Muld-Fomiy Dwelling $ 63.90 Manufactured Home Connection $119.60 Renewable Ebcfixl Energy - 5f CVA System or Less $102.30 Thermostat $ 56,00 K„SF. t C0N97RUCT(0N 0S= First 1300 Square FL $110.30 Etch Additional 500 Square FL or Portion of $ 35.20 Each Outbuilding or rkwached Gar S 7350 Qt `Total10ty Muffiotied by Unit Charnel . $ $ $ S $ $ $ $ $ a $ $ $ $ S Each Swimming Pool or Hot Tub $110.30 $ - $ 1'i6sD Total fhrtimer as defined by RCW.19.28.261: (1) Qwnerwill occupy 0* structure int y years atter this electrical permit is finalized. (2) Owner is required to -hire an electrical oontracl or 0 above sold property is for We, rent or lease. I ;nit expires after aix months of Inst inspection. 1 I After reading the above statement, l hereby certify chat I am the owner of the `+e named property or a licensed electrical contractor. I am maidng Me eleftal btstaildorl or alteration in c ornpliance with the electrical lain. N. RCW. Chapter 19.28, WAG. Chapter 298468, The City of Port Angeles Municipal fide, and UffGty Specifications and PAMC 94.06.050 reg i !9 Electrical Permlt.Appdcations. Signature of oVMer, 09 l contractor or eleddcal adrrtinistrAor: ❑ cash ❑ Chad ❑ Crena [:srd 8 _ X osW: ' i r Q1iGtr20t4 OCT -17-2011 06:55A FROM:ELECTRIC SERVICE 4526424 Load calculation ELECTRIC SERVICE, INC. 82 DRAPER VALLEY ROAD PORT ANGELES, WA 98362 LOAD CALCULATIONS TINY BURBLES APT 1550 SQ FT SQ FT @ 3 WATTS PER SQ FOOT 1550 3 WASHER KITCHEN RECT. 1500 3 3000 @ 100% 7650 @ 35% 71650 -*35.'16 RANGE WATER HEATER DISHWASHER DRYER HEAT HEAT PUMP. MICROWAVE DISPOSAL TOTAL - 36867 DIVIVED BY 240 LOAD CALCULATION STORE 30 OUTLETS @ 180W SHOW WINDOW OUTDOOR SIGN HEAT DRYER WATER HEATER 1800 SQ FT @ 3 WATTS TOTAL 35500 DIVIDED BY 240 TOTAL AMPERAGE 139 PLUS 148 a-MI'vivai TO: 4174711 4650 1500 4500 3000 2667 8000 4500 1500 5000 7000 3500 1000 700 36867 139 AMP 5400 2000 1200 12000 5000 4500 5400 35500 148 AMPS 287 AMPS . 'P 0 ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 11 00000641 Date 6/24/11 Application pin number 406437 Property Address 1130 E FRONT ST ASSESSOR PARCEL NUMBER 06 30 00 7 1 0310 0000 Application type description ELECTRICAL ONLY Subdivision Name WA 98362 Property Use PORT ANGELES Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Application desc 1 circuit for sign ELECTRICAL Owner Con racto, SHELLEY M VANCLEAVE DATE. RESULTS SIMPSON ELECTRIC 4200 S CEDAR MILL RD SERVICE 243036 W HWY 101 ROUGH IN PORT ANGELES WA 98362 FINAL PORT ANGELES WA 98363 (360) 452 6011 (360) 457 9270 Permit ELECTRICAL ALTER COM14ERCIAL Additional desc Permit pin number 188110 Permit Fee 73 50 Plan Check Fee 00 Issue Date 6/24/11 Valuation 0 Expiration Date 12/21/11 Qty Unit Charge Per Extension 1 00 73 5000 ECH EL BRANCH CIRCUIT WO/FEEDER 73 50 Fee summary Charged Paid Credited Due Permit Fee Total 73 50 73 50 00 00 Plan Checl, Total 00 00 00 00 Grand Total 73 50 73 50 00 00 INSPECTION TYPE DATE. RESULTS DITCH SERVICE ROUGH IN FINAL 6)2gI �l COMMENTS PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X G EXCHANGE\BUILDING V REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR. Date- After reading the atmve statement, l hereby ca* M I-arn the ownerof the above named pmp wlyar a licensed eledbiaal x 1lraefa: I sM In ft the elecMcal WaUaffon or altetallon in =npIh= idh the efechfcal taws, N.E.0 , RCW. Chapter 19.29, WAC. Choptar29 r 188, The Citi► of Part Angeles Municipal Cod®, and IABIy Specifications and PAMC 14.05.050 regarding) lecbfcal PenarTAppfications. Sign ouster, eledNca eaatieworaWsleal Ach gill"ta6or E1 cash r3 Cheat Dotal: �Q��/ COMM y r RECEIVED WOW C Cl'PY-tw PORT ,AI,IwGTI.El3 PMV#J r A UCATION JUN 2 3 2011 AHingbivbIle ►,I,Cledbical InsQedions M - __r_sli 321 Rata rd& Street -r.0. >B= U50 aPWtt Angeles Wash189W h, 98362 ELECTRICAL Pik: (3M 417-4735 Fax: (360) 417-4711 INSPECTIONS Date: �, " / / l?< 2 Single Paniily Dvmlling X Mullwampy ar CDmmoldar' commodaal Addition I Alteratbn Remodel 1 Repair" —1 rte- ' Plan Review May Be Required, Please Complete EMeMl Plan Wew Iftmollon Sheet JobAddrm: I / d Q,,.4 BtAddfnhJ -Square Footage: Dewe"" of *" J iL Owner InfJtrtww b J � S CI ort -�, __ n2 Le L 110 . Name � Nanta Malpng At1d Rp � Gay: Zp Phone _ Oa _Far C < rs 7 Phos ttce o#/Exp Lteett�edl6tp-�1�---- IE.m Unit Charon 31Y Total My Not. meW-UU, 0 Selviceff-wder 200 Amp. $11930 $_--- - — SerAw Faednr201.400 Amp_ $145,50 $_ SevlaWWder4014MAmp $204,60 .9; ..... SorvicalFeederbMI-1000 Amp. $ 269_20 $ -- .%nkelFeadarovar10l10Amp. 537250 $ -- Bwnrh CW*II W1 SeNoa Feeder $ 2.60 $ Branch CWM W10-9xvlee Feeder $ 73.50 EGMAddlional Branch Circ ult $ 2.60 Temp. Ser*W Feeder 7.00 Amp. $ 92.70 $ Temp. SeNloelFeeder 201.400 Amp, $110.90 $ r - Temp, SavleelPoWer401-OW Amp. $148.70 $ Temp. SenftW*eder601-1000Amp $167.90 $ Pottal to Ported Hourly Skmodiine I#Ung Signal Cirr W Limited Energy I Fue11500 sf- Commercial $ 95.90 $ ._ Note; $5.00 foreach ati l0ona11t310 at Signed Cirtuitl Limtled Energy -1 &2 Family Dwdhtg $ 63" _ $ -- Signal CircuNt Umbd Energy Mu*Family Dwelling $ 63,90 $ _ Mom factored Home Conmellon $119.90 Renewable Eleclticel EmW SWA System or Less $10230 _ .... Thermostat $ 56.00 $ NEW c;0NSiRUCQ0LQs! Y: First 1300 Square R. $11030 $ _ Each Additional500 SgW9 Ft or Porfiolf of S 35.20 $ _ Each Dub thflrtg or Detached Garage $ 73;50 EaM Suolmm►ng Pool or Hot Tub $110.30 Owner as defined by RCW.19.28.261: (1) Ouster will atxxrpy the sbucbm for bm Years affierihfs electrical "tic *Oft 4 Ohertter is (laked to hire an eleWcal contractor h above said pioperty Is for sale, rot orlease. Permit expbes after snc months of last inspeefl x After reading the atmve statement, l hereby ca* M I-arn the ownerof the above named pmp wlyar a licensed eledbiaal x 1lraefa: I sM In ft the elecMcal WaUaffon or altetallon in =npIh= idh the efechfcal taws, N.E.0 , RCW. Chapter 19.29, WAC. Choptar29 r 188, The Citi► of Part Angeles Municipal Cod®, and IABIy Specifications and PAMC 14.05.050 regarding) lecbfcal PenarTAppfications. Sign ouster, eledNca eaatieworaWsleal Ach gill"ta6or E1 cash r3 Cheat Dotal: �Q��/ COMM PREPARED 4/08/08 10 11 11 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/08/08 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR TINY BUBBLES CONTRACTOR PHONE OWNER SHELLEY M VAN CLEAVE PHONE (360) 452 6745 PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 07 00001166 COMM ADDITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS March 10 2008 3 26 54 PM jlierly other inspections have not been completed insulation and wall cover only have been approved other internal frame items still to be complete no inspection madwe as electricasl final shall be complete before bldg final requested/jll BAIR O1 3/12/08 JLL BLDG AIR SEAL 3/12/08 AP March 12 2008 4 54 30 PM jlierly March 12 2008 4 55 08 PM jlierly BLI 02 3/12/08 JLL BLDG INSULATION 3/12/08 AP March 12 2008 4 54 44 PM jlierly March 12 2008 4 55 02 PM jlierly BL3 03 3/12/08 JLL BLDG FRAMING 3/12/08 AP March 12 2008 4 54 17 PM jlierly March 12 2008 4 55 16 PM jlierly BL99 02 3/12/08 JLL BLDG FINAL 3/12/08 DA March 12 2008 8 31 19 AM 1pangrle BILL 452 6011 BLDG FINAL March 12 2008 4 43 37 PM jlierly hand rails and guards per code/finish siding and rock work on front/block risers at stairs/slab insulation on exterior/address permantely fixed to exterior of bldg min 6 max 12 /remove storage container/jll FFNL O1 3/20/08 KDD FIRE FINAL 3/24/08 AP March 20 2008 2 55 51 PM kdubuc BL99 03 4/08/08 BLDG FINAL IN April 8 2008 8 26 03 AM 1pangrle BILL 452 6011 BLDG FINAL Z-)14Z;, COMMENTS AND NOTES V ! (3/24/2008) Linda Pangrle Tiny Bubbles w Page 1 'i From Ken Dubuc To: Linda Pangrle Date. 3/24/2008 it 57 AM Subject: Tiny Bubbles Good morning Linda! I have finaled Tiny Bubbles (1130 East Front) I'm sorry I don't have the City permit number and I'm not sure if I put the final in HTE or not. Would you be able to check for me? Thanks, Ken —* ©R — C l 66 PREPARED 3/12/08 9 35 44 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/12/08 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR TINY BUBBLES CONTRACTOR PHONE OWNER SHELLEY M VAN CLEAVE PHONE (360) 452 6745 PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 07 00001166 COMM ADDITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS March 10 2008 3 26 54 PM jlierly other inspections have not been completed insulation and wall cover only have been approved other internal frame items still to be complete no inspection madwe as electricasl final shall be complete before bldg final requested/jll BL99 02 3/12/08 BLDG FINAL / March 12 2008 8 31 19 AM 1pangrle BILL 452 6011 BLDG FINAL COMMENTS AND NOTES ,Y Vo -T v d�� J V v �rlr� LINDBERG SMITH A R C H I I ,E C T S March 11, 2008 Jim Lierly City of Port Angeles 321 East Fifth Street Port Angeles WA 98362 RE Tinny Bubbles Dear Jim IVSD MAR 112008 10 50am CITY OF PORT ANGELES BUILDING DIVISION CfT We were back out at the Tinny Bubbles project and reviewed the head clearances at the front stairs The stairs at the first floor had a clearance of less than 6'-8 as required We had the owner head off the floor joists above the start of the stairs with double 1x 11 7/8' and reinstall the joist hangers Once he had completed this work we went back to review the work. the attached photographs show the double 1x and hangers as we directed him and also the web stiffeners at the end of the double 1 x. We now have the 6'-8" head clearance required at the stairs If you have any additions questions please contact us` Respectfully LINDBERG & SMITH ARCHITECTS, INC., P.S. Charles D Smith Architect 319 south peabody suite b / port angeles wa 98362 / 360 452.6116 fax 360 452 7064 email contact@hndarch.com / www.lindarch.com T) Ie 'oo, px v t r PREPARED 3/10/08 11 03 50 INSPECTION TICKET PAGE 10 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/10/08 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR TINY BUBBLES CONTRACTOR PHONE OWNER SHELLEY M VAN CLEAVE PHONE (360) 452 6745 PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 07 00001166 COMM ADDITION - ------ -- --- -- ---- PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/06/07 JLL BLDG FOUNDATION FOOTING TIME O1 00 11/06/07 AP November 6 2007 8 21 04 AM 1pangrle BILL 461 2550 FOUNDATION AFTERNOON November 6 2007 4 41 27 PM jlierly BL3 01 1/07/08 PB BLDG FRAMING 1/08/08 DA January 7 2008 8 16 20 AM 1pangrle BILL 461 2550 FRAMING PLEASE CALL HIM 30 -MINUTES BEFORE YOU GET THERE January 8 2008 8 36 03 AM pbarthol Install nails missing in hangers Mechanical connection between posts and floor and posts and beams mechanical connection between existing structure and addition re nail sheeting where sideing nails were used finish nailing sheeting where nails missing Hold downs between floors per engineering general requirments Maximum 3/8 inch difference in riser per stair run BL9 01 1/07/08 PB BLDG SHEARWALL 1/08/08 DA January 7 2008 4 30 37 PM pbarthol BLHD O1 1/10/08 JLL BLDG FRAMING HOLD DOWNS TIME 03 00 1/10/08 AP January 10 2008 8 14 33 AM 1pangrle BILL 461 2550 TIE DOWNS LATE AFTERNOON January 10 2008 4 40 11 PM jlierly BL9 02 1/10/08 JLL BLDG SHEARWALL TIME 03 00 1/10/08 AP January 10 2008 8 13 51 AM 1pangrle BILL 461 2550 SHEETING LATE AFTERNOON January 10 2008 4 40 11 PM jlierly BL3 02 1/14/08 JLL BLDG FRAMING 1/14/08 CA January 14 2008 8 47 43 AM 1pangrle BILL 452 6011 FRAMING January 14 2008 4 56 50 PM jlierly owner canncelled not ready/jll BLI O1 1/18/08 JLL BLDG INSULATION TIME 04 00 1/18/08 DA January 17 2008 4 46 06 PM 1pangrle BILL 452 6011 INSULATION LATE AFTERNOON January 18 2008 4 26 38 PM jlierly missing insulation in joist area/jll BL99 01 3/10/08 BLDG FINAL March 10 2008 9 09 11 AM 1pangrle BILL 452 6011 JJJ✓✓✓VVV �`+ �`-� BLDG FINAL COMMENTS AND NOTES x fu J LINDBERG,SMITH A R C H I 't I C T S January 28 2008 Jim Lierly Community & Economic Development Department 321 East Fifth Street City of Port Angeles Port Angeles WA 98362 RE Tiny Bubbles — Hold downs Dear Jim We were on site at the Tiny Bubbles Project and reviewed the new hold downs we requested the owner to install The existing hold downs were not installed at the end of the windows next to the entry door on the ground level We requested the owner to install new Simpson HTT 16 at these locations The new Simpson HTT 16 hold downs are now in place and we had the owner install additional studs so there is the proper spacing between the anchor bolts and the studs The attached photographs show the final condition of these hold downs and studs If you have any additional questions please contact us + Respectfully V) LINDBERG & SMITH ARCHITECTS, INC., P.S. Charles D ith Arc itect RE I CEIYED JAN 2'9 2008 11 d�arr► CITY 0' F FORT ANGELES BUILDING tilVOON 319 south peabody suite b / port angeles wa 98362 / 360 452.6116 fax 360 452 7064 email contact@lindarch.com / www.lindarch.com PREPARED 1/18/08 10 00 23 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/18/08 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR TINY BUBBLES CONTRACTOR PHONE OWNER SHELLEY M VAN CLEAVE PHONE (360) 452 6745 PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 07 00001166 COMM ADDITION -- ---- -- - --- - ---- PERMIT BPC 00 BUILDING PERNIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLl 01 11/06/07 JLL BLDG FOUNDATION FOOTING TIME O1 00 11/06/07 AP November 6 2007 8 21 04 AM 1pangrle BILL 461 2550 FOUNDATION AFTERNOON ! November 6 2007 4 41 27 PM jlierly BL3 01 1/07/08 PB BLDG FRAMING 1/08/08 DA January 7 2008 8 16 20 AM 1pangrle BILL 461 2550 FRAMING PLEASE CALL HIM 30 -MINUTES BEFORE YOU GET THERE January 8 2008 8 36 03 AM pbarthol Install nails missing in hangers Mechanical connection between posts and floor and posts and beams mechanical connection between existing structure and addition re nail sheeting where sideing nails were used finish nailing sheeting where nails missing Hold downs between floors per engineering general requirments Maximum 3/8 inch difference in riser per stair run BL9 01 1/07/08 PB BLDG SHEARWALL 1/08/08 DA January 7 2008 4 30 37 PM pbarthol BLHD O1 1/10/08 JLL BLDG FRAMING HOLD DOWNS TIME 03 00 1/10/08 AP January 10 2008 8 14 33 AM 1pangrle BILL 461 2550 TIE DOWNS LATE AFTERNOON January 10 2008 4 40 it PM jlierly BL9 02 1/10/08 JLL BLDG SHEARWALL TIME 03 00 1/10/08 AP January 10 2008 8 13 51 AM 1pangrle BILL 461 2550 SHEETING LATE AFTERNOON January 10 2008 4 40 11 PM jlierly BL3 02 1/14/08 JLL BLDG FRAMING 1/14/08 CA January 14 2008 8 47 43 AM 1pangrle BILL 452 6011 FRAMING January 14 2008 4 56 50 PM jlierly owner canncelled not ready/jll BLI O1 1/18/08 BLDG INSULATION TIME 04 00 January 17 2008 4 46 06 PM 1pangrle BILL 452 6011 INSULATION LATE AFTERNOON COMMENTS AND NOTES PREPARED 1/14/08 9 19 18 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/14/08 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR TINY BUBBLES CONTRACTOR PHONE OWNER SHELLEY M VAN CLEAVE PHONE (360) 452 6745 PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 07 00001166 COMM ADDITION PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/06/07 JLL BLDG FOUNDATION FOOTING TIME 01 00 11/06/07 AP November 6 2007 8 21 04 AM 1pangrle BILL 461 2550 FOUNDATION AFTERNOON November 6 2007 4 41 27 PM jlierly BL3 01 1/07/08 PB BLDG FRAMING 1/08/08 DA January 7 2008 8 16 20 AM 1pangrle BILL 461 2550 FRAMING PLEASE CALL HIM 30 MINUTES BEFORE YOU GET THERE January 8 2008 8 36 03 AM pbarthol Install nails missing in hangers Mechanical connection between posts and floor and posts and beams mechanical connection between existing structure and addition re -nail sheeting where sideing nails were used finish nailing sheeting where nails missing Hold downs between floors per engineering general requirments Maximum 3/8 inch difference in riser per stair run BL9 01 1/07/08 PB BLDG SHEARWALL 1/08/08 DA January 7 2008 4 30 37 PM pbarthol BLHD 01 1/10/08 JLL BLDG FRAMING HOLD DOWNS TIME 03 00 1/10/08 AP January 10 2008 8 14 33 AM 1pangrle BILL 461 2550 TIE DOWNS LATE AFTERNOON January 10 2008 4 40 11 PM jlierly BL9 02 1/10/08 JLL BLDG SHEARWALL TIME 03 00 1/10/08 AP January 10 2008 8 13 51 AM 1pangrle BILL 461 2550 SHEETING LATE AFTERNOON January 10 2008 4 40 11 PM jlierly BL3 02 1/14/08p7LL BLDG FRAMING {(I'/�'��� January 14 2008 8 47 43 AM 1pangrle v-- . BILL 452 6011 FRAMING COMMENTS AND NOTES PREPARED 1/10/08 8 43 37 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/10/08 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR TINY BUBBLES CONTRACTOR PHONE OWNER SHELLEY M VAN CLEAVE PHONE (360) 452 6745 PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 07 00001166 COMM ADDITION ---- - - --- ----- ---- PERMIT HPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/06/07 JLL BLDG FOUNDATION FOOTING TIME O1 00 11/06/07 AP November 6 2007 8 21 04 AM 1pangrle BILL 461 2550 FOUNDATION AFTERNOON November 6 2007 4 41 27 PM jlierly BL3 01 1/07/08 PB BLDG FRAMING 1/08/08 DA January 7 2008 8 16 20 AM 1pangrle BILL 461 2550 FRAMING PLEASE CALL HIM 30 MINUTES BEFORE YOU GET THERE January 8 2008 8 36 03 AM pbarthol Install nails missing in hangers Mechanical connection between posts and floor and posts and beams mechanical connection between existing structure and addition re nail sheeting where sideing nails were used finish nailing sheeting where nails missing Hold downs between floors per engineering general requirments Maximum 3/8 inch difference in riser per stair run BL9 01 1/07/08 PB BLDG SHEARWALL 1/08/08 DA January 7 2008 4 30 37 PM pbarthol BLHD 01 1/10/08 L BLDG FRAMING HOLD DOWNS TIME 03 00 �11 January 10 2008 8 14 33 AM 1pangrle BILL 461 2550 TIE DOWNS LATE AFTERNOON BL9 02 1/10/08 JLL BLDG SHEARWALL TIME 03 00 1i Ze January 10 2008 8 13 51 AM 1pangrle IV BILL 461 2550 SHEETING LATE AFTERNOON COMMENTS AND NOTES PREPARED 1/07/08 11 21 03 INSPECTION TICKET PAGE 5 �iTY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 1/07/08 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR TINY BUBBLES CONTRACTOR PHONE OWNER SHELLEY M VAN CLEAVE PHONE (360) 452 6745 PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 07 00001166 COMM ADDITION --------- - --- ------- PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/06/07 JLL BLDG FOUNDATION FOOTING TIME O1 00 11/06/07 AP November 6 2007 8 21 04 AM 1pangrle BILL 461 2550 FOUNDATION AFTERNOON November 6 2007 4 41 27 PM jlierly BL3 01 1/07/08 JLL BLDG FRAMING i January 7 2008 8 16 20 AM 1pangrle / BILL 461 2550 FRAMING PLEASE CALL HIM 30 MINUTES BEFORE YOU GET THERE COMMENTS AND NOTES 4r� •u BUILDING DIVISION CITY OF PORT ANGELES 'Correction Notice Job Located at Inspection of your work_ revealed that the following is not. in accordance with the codes. governing the work in this jurisdiction A/,47 L 5 .yj/SS /ut�f /- Giit//S 4 /t-1/IZ- WS �17-4�-i7dv9 These corrections must be made and are not to be covered until reinspection is made When corrections have been made, please call- for inspection Date ?� Inspector for Building Division DO NOT REMOVE THIS TAG BUILDING DIVISION CITY OF PORT ANGELES Correction Notice Job Located at // 3 O C &x/ Inspection of your work revealed that the following is not,in accordance with th_e codes ,governing the work in this jurisdiction 40 1 14V b/41C-,e,k�ee . /aJ S AeS-Z-5 7 These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call for inspection Date Inspector for Building Division DO NOT REMOVE THIS TAG ,VolEC L V E D:\" NOV 2 0 2007 LINDBER H A R C H CITY OF PORT Mm 319 S. Peabody Suite B. Port Angeles, WA 98362 BUILDING Divam CH 4, r 360.452.6116 /fax 360.452.7064 4 yp ; contact(@,,lindarch.com / www.lindarch.com r i-, Project: —7)N `r P5W W2- Lrs Project No Subject: 1-Af-{ AL By' � � Date: 1ai�'t� OC -T 1'20U-1 Sheet 2. of SHEAR WALL SUMMARY W L H V V/L I ►� 11� I , 1/2,5a1 so ISI I-Iizs0IIf0 I 1 2- 1e:,' I0.0 4�4)I 1.4-4 W1 I I 1 2- 1I 15-7-7 ;5 12.6o2 10-* I Irmo -7 1600 1 SW I VH- WL/2 I POST QCT HOLD DOWN 2 2 to e ✓ 5m 6. *?�o2 o' IS�I-r� 16 1 (0 5 o�-a i'vla� 1-7/6'1 t2)p -7�JMbP� I nit I N}W C40W,)ZUg pat, ? DJ044'10W 1 1+4P D01) -'sp5;2, 1 n \I i I ' I I I 9LE j l.. UALLOFrF/FHUvENFO/FORMS/SHEARWAL l �g �� • *0 O s O rps, WALL T NO SMEAR U"F4 � \ R \^ 6TAIPb DOUN _ M) RISERS AT 6.6378" TREADS Al MM. Is WALL 4' NO SMIAR Iw3alIED W4LL - Mom UPPER LEVEL SHEAR WALL PLAN 60" V4' . 11-O' � I 1 Do011me TOPTO 1 eC1P�80Nl MW 6�TUD6-� TO INLOW OEAIM \ . . --•^ OPBim F�'AOER row l'SMM WALLVMtPY g em FR+AMM PLAN (7) 7X6 STUDS ' AT EIDER OP OF04M vENDOF' WALL CENTER WALL 0 1 SHEAR WALL 0 OPENING SCAM Is I'-0' - WALL 4'NO --- $WAR WALL FRECIUM t. 11 1 .21 6TAIR6 U° M) RISERS AT 6.6378' b TREADS AT MIL I' 16�T PM M FMM AT SAW TREADS AT MN I' 6l Ig UMAMWALL 7 - NO OEM WALL IlEam D MIDDEL LEVEL SHEAR WALL PLAN WAU T SMEAR WALL NU'7EER 6 �aav6sh UWl 7' �UUU1 5 NU►M�y i:�z.� ]paV I OF SIVAPS � 1 ppPli SP6'i WFa VIA A4t, W 1 vP M4 b"bl;)'► Wv-r. LOWER LEVEL T!P ��� a SHEAR WALL PLAN 6CAL6 V4' I'-O'co IL awnan - - %lWr E mSrM FaNDATION AT NBU SMEAR IML PROYIDQ MR UP UDE FOOTING IS' DEEP UJM4 (7) NO,i OARS AT EOTT01 IND Of AT TOP DRILL AND MW ANCHOR BMT6 AND HOLD MN DOLTS A6 CALLED FOR GN IMEAR CALL GMIME 0 SCALE V4' I' -O' PLYWOOD OR O.S.B. SHEAR WALLS 7. MAkMM SMEAR 30 PLI• USE We SMEATNO CFE SIDE OF aLL PLL WOES WITH ed N46 ATroaGAWANCHOR DOLTS AT MkMqUpA AT TDVR FOR TE =0 AT EACH EMD CP TME UW1„ SEE FA41t tI6 rM PLANS L MAMIM 81EAR SM PU USE h' 61EaTNfi CFE SDE OF WALL NAIL ALL EIXIES GIN IOd NAILS AT 3' OG FOR FRM USE 3X DF HOZDOIbLE DOTTCM PLATS ARE BW DMVIR ANCHOR MOLTS, AT u' O MWtM SPACSI6 AT TWE � A� TENSWEAR �Aa At Eap4 E3D OF RE W4LL, 6. MAkMM SMEAR 60" USE h' BMEATNG ONE SIDE CF &L NAIL ALL EDQE6 AM IOd NAU AT 7 h' OG 61A6GEIiED. FOR FPUSE 3J(DF Not DOUNLE DOTTCM PLATES ARE RE fiIIFED. DOLT Ti610004 M PLATES WTH ANCHOR BMTS. spAcws MOS TEFORO DOUM6�A aEAON RO OF T�iE MI XI, ALL 64RATWo OUN SIOLL EE BACKED OT14 FRAMMG SIZED ACCORAN6 TO SMEAR U14LL BCHEWA U.E OR 7' NOMNAL lTI.00ICNfI CO+EOTIGNS HEIUEEN ROOF 61EATIYi AND & 6MEATMG MMM UPPER W4LL SMEATMMp AND LCUER W"SIEAD MG SIMI 0 SUCH TMAT RE6EIM EDM NAILNM PER SCIMA E 16 CONTNUM TIMUSM pLOClo i AND WALL PLATT, SPACE IOd NAU.6 AT U' Or- ALONG MMVWIATE FRAMMG THE TIE XM TIE 00" SMkLL6M64LL OE 6 � T� O THE UPPER ATSD ON � O M WALL UA"67WO COFlECAIa T41BAM ROD A6 PER MRAFACTIlf V" -41 t. 11 1 .21 1 .2 MIDDEL LEVEL SHEAR WALL PLAN WAU T SMEAR WALL NU'7EER 6 �aav6sh UWl 7' �UUU1 5 NU►M�y i:�z.� ]paV I OF SIVAPS � 1 ppPli SP6'i WFa VIA A4t, W 1 vP M4 b"bl;)'► Wv-r. LOWER LEVEL T!P ��� a SHEAR WALL PLAN 6CAL6 V4' I'-O'co IL awnan - - %lWr E mSrM FaNDATION AT NBU SMEAR IML PROYIDQ MR UP UDE FOOTING IS' DEEP UJM4 (7) NO,i OARS AT EOTT01 IND Of AT TOP DRILL AND MW ANCHOR BMT6 AND HOLD MN DOLTS A6 CALLED FOR GN IMEAR CALL GMIME 0 SCALE V4' I' -O' PLYWOOD OR O.S.B. SHEAR WALLS 7. MAkMM SMEAR 30 PLI• USE We SMEATNO CFE SIDE OF aLL PLL WOES WITH ed N46 ATroaGAWANCHOR DOLTS AT MkMqUpA AT TDVR FOR TE =0 AT EACH EMD CP TME UW1„ SEE FA41t tI6 rM PLANS L MAMIM 81EAR SM PU USE h' 61EaTNfi CFE SDE OF WALL NAIL ALL EIXIES GIN IOd NAILS AT 3' OG FOR FRM USE 3X DF HOZDOIbLE DOTTCM PLATS ARE BW DMVIR ANCHOR MOLTS, AT u' O MWtM SPACSI6 AT TWE � A� TENSWEAR �Aa At Eap4 E3D OF RE W4LL, 6. MAkMM SMEAR 60" USE h' BMEATNG ONE SIDE CF &L NAIL ALL EDQE6 AM IOd NAU AT 7 h' OG 61A6GEIiED. FOR FPUSE 3J(DF Not DOUNLE DOTTCM PLATES ARE RE fiIIFED. DOLT Ti610004 M PLATES WTH ANCHOR BMTS. spAcws MOS TEFORO DOUM6�A aEAON RO OF T�iE MI XI, ALL 64RATWo OUN SIOLL EE BACKED OT14 FRAMMG SIZED ACCORAN6 TO SMEAR U14LL BCHEWA U.E OR 7' NOMNAL lTI.00ICNfI CO+EOTIGNS HEIUEEN ROOF 61EATIYi AND & 6MEATMG MMM UPPER W4LL SMEATMMp AND LCUER W"SIEAD MG SIMI 0 SUCH TMAT RE6EIM EDM NAILNM PER SCIMA E 16 CONTNUM TIMUSM pLOClo i AND WALL PLATT, SPACE IOd NAU.6 AT U' Or- ALONG MMVWIATE FRAMMG THE TIE XM TIE 00" SMkLL6M64LL OE 6 � T� O THE UPPER ATSD ON � O M WALL UA"67WO COFlECAIa T41BAM ROD A6 PER MRAFACTIlf V" PREPARED 11/06/07 11 05 56 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 11/06/07 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR TINY BUBBLES CONTRACTOR PHONE OWNER SHELLEY M VAN CLEAVE PHONE (360) 452 6745 PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 07 00001166 COMM ADDITION - -- -- --- -- - - -- - PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL1 01 11/06/07 L BLDG FOUNDATION FOOTING TIME O1 00 November 6 2007 8 21 04 AM 1pangrle BILL 461 2550 FOUNDATION TV- AFTERNOON COMMENTS AND NOTES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 07 00001166 Date 10/26/07 Application pin number 927792 Property Address 1130 E FRONT ST ASSESSOR PARCEL NUMBER 06 30 00 7 1 0210 0000 Tenant nbr name TINY BUBBLES Application type description COMM ADDITION Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 90502 Owner Contractor SHELLEY M VAN CLEAVE OWNER 4200 S CEDAR MILL RD PORT ANGELES WA 98362 (360) 452 6745 Structure Information 000 000 867 SQ FT ADDITION OF RETAIL SPACE Other struct info HARD SURFACE AREA Permit BUILDING PERMIT COMMERCIAL Additional desc ADD 867 SF RETAIL SPACE Permit pin number 112722 Permit Fee 957 25 Plan Check Fee 622 21 Issue Date 10/26/07 Valuation 90502 Expiration Date 4/23/08 Qty Unit Charge Per Extension \ BASE FEE 670 25 VV1 41 00 7 0000 THOU BL 50 001 100K (7 00 PER K) Special Notes and Comments 287 00 V` / A minimum 2A 1OBC fire exinguisher is required / Extinguishers must be mounted with the top no more than 5 off the floor Suggested extinguisher placement is adjacent to an exit October 26 2007 10 56 03 AM sroberds The proposal is an addition to a retail use in the Commercial Arterial zone The completed structure will require additional parking which can be provided at 1130 East Front Street A parking agreement is on file for 4 additional parking spaces Electrical load calculations and elctrical permits are required \ Public Works Utility Engineering has no requirements for this plan review C> Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due —\ Permit Fee Total 957 25 957 25 00 00 Plan Check Total 622 21 622 21 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1583 96 1583 96 00 0014 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. p lv-�.Le-Oi S�\\Po f-\ (A Date Print Name Signature dtractob or A thorized Agent Signature of Owner (if owner is builder) T.Forms/Building Division/Building Permit(10/01/07).wpd 1 BUILDING PERMIT INSPECTION RECORD 0 CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. J CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE I ACCEPTED COMMENTS YES I NO FOUNDATION - FOOTINGS SHEAR WALLS / WALLS 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 SHEAR WALL' 6LD DOWN, I WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/PELLET/CHIMNEY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING it �n"0`? l j—L- FINAL DATE 01-10-08 -"c_i— Shewwml ol-Io-o&-,ru FINAL DATE PLANNING DEPT SEPARATE PERMIT 9's SEPA. PARKING/LIGHTING I I I I ESA. LANDSCAPING Ij SHORELINE. F►NAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ELECTRICAL LIGHT DEPT 417-4735 CONSTRUCTION R.W / PW/ ENGINEERING 417-4807 FIRE 417-4653 PLANNING DEPT 417-4750 BUILDING 417-4815 T.Forms/Building Division/Building Permit (10/01/07).wpd ELECTRICAL LIGHT DEPT CONSTRUCTION R. W PW / ENGINEERING FIRE DEPT ACCEPTED BY. ACCEPTED BY. ACCEPTED YES NO PLANNING DEPT BUILDING _T eM 00"r C-12-69, I / yl ar--� 1131'' (jy Vq 0 m PORT ANGELES FIRE DEPARTMENT 1011:Ii+2:iUVl.�1 Project Name Tiny Bubbles Addition Address 1130 East Front Plan # 07-27 I Com ® Residential ❑ I Date 10 9.2007 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. 1) Provide a 2A-10BC fire extinguisher for the occupancy Extinguisher to be mounted adjacent to an exit, with the top no more than 5' off the floor NOTE Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by- t Date to g 0 7 ® Building Department Copy ❑ Contractor/ Owner Copy ❑ Fire Department Copy 1 aY- -�D 1 120 C` cy,\P,� �pK 2 w RECEIVED OCT 0 9 2007 CITY OF PORT ANGELES �3Q(�M BUILDING DIVISION n t� �o I lo I , - +tL l Ke -d\ -c) 4y-� DU6 UC a,60u+ Ae.s e f) ev 1 CcV) S n �)eJ 4-o see, 4ek--) waA hek g k - � s 4e- o �n 1� c V) O- ; LINDBE 14 h R C x I& C T S 319 s. peabody, suite b; port angeles, wa 98362 360.452.6116 /fax 360.452.7064 Project: `�1�Ll3S Subject: i **L, Date: Off' SQ7n rIew j6 Project No. Bv- Sheet ) of ` NUw - G4. - 'V5 L / ,S?6) S m tp -,z. , FTC-57PM, 4� 9 t±, 1-1 LINDBERTH ARC H Ie C T S 319 S. Peabody Suite B. Port Angeles, WA 98362 360.452.6116 / fax 360 452.7064 contacta,lindarch.com / www.lindarch.com Project: --r')Ny' P50*P�LWS Subject: W4SPA1. Date F 1- - ? OG7 �GC�-1 SHEAR WALL SUMMARY W L H V V2 ►rte I — I�z�a IZ I I - Il2sD 11i;fD I I I Z2. 1(0 I I..3 0 a)� i f 2.4. I I2I124 zI1to2,)f, I I I I � 12z i ID� Ise-► 3 I2t�2 l �o 1&-30 -7 1 (.00 I I I I I I ! I I I I I/ALLOFIT/FII2 ]INFO/FORMS/SHEARWAL Project No By- Ct.7 ,�p Sheet 1, SW VH- WL/2 ISI I I. ISI POST HOLD DOWN I - I I �,, Iuaait _�17 a,' i f I I WALL 'I' NO SFRAR WALL WALL T _ IIEQUNNED -W � \\n NO SWAM UW REQUITED l r F GTAIRB DOW _ M) ROM AT bb3W 1READa AT MNK I' 6TAW UP (n) IiISERb AT bb3�8' o�+1ae TREADS AT MNK I' F6TAW DouH AV FJOHN AT 6AW 7FEAD6 AT Mk I' O� Ig CAN= WALL 7' — — NO SHEAR WALL WALL 7' Na t REOAw NO SPEAR WALL OWND UPPER LEVEL SHEAR WALL PLAN DOUBLE TOP L L SIMIPSON MSTA36 STRAP pow aTiJDb—� O OW BEAM TO tOF04M WEACM r • SIDE WALL voorr ' an m4mm PLAN AT EDGE OF OPENM v' Jv' END OF WALL CENTER WALL 0 1 SHEAR WALL w OPENING SCALE. P P -O' WALL T SWAM "JIM 6LL WALE. 7' SPEAR WALL NJsR 6 v1FFY EXOMrs POINDATION AT NEW "AR WALL mwm MK 16' UNDE FOO?61G I6' DEEP UNTN (2) NOA OARS AT OOf CM AND 06 AT TOP DML AND E400Y ANCHOR BOLT& AND HOLD DOUN BOLTS A6 CALLED POR ON SHEAR WALLSCHEDULE (awwwNs VERFY 67RUCM 6TA." UP X 8PF'8ON KSLWW (MAW :TI LADS ATAMk fl- T FIANdIR AT EEMwxirax%rIA�*u�.��. MIDDEL LEVEL SHEAR WALL PLAN WAA V4' P -O' LOWER LEVEL SHEAR WALL PLAN GC" V4' P -O' PLYWOOD OR OS.B. SHEAR WALLS 7. M4X"m SPEAR 3f6 PL' UBE IR' SHEATMG OE SIDE OF WALL NAIL ALL ECOR WITH ad NAILS AT S' = POR ! t4l* A�r DP NOZ PROVPE VY !tXl ER ANCHOR BOLTS AT 3Z' OG MA�OMNM SPACNG AT THE POU PATIAK FOR TE DONS AT LAW END OP THE WILL, SEE FROiNa 81EAR MA& B. MAXHUM SPEAR "0 PLP. USE V!' SHEATM3 ONE SPE OF WALL NAL ALL WM M IOd NAILS AT 3' OG. FOR UBE 3X DP NO3. DOtLE DOTTOM KAMAN IvECI)INEDI DOLT DO H PLATES WITH ANCHOR DOLTd< PR0IADE aw DW EIER ANCFIOR DOLTS AT 44' OG MNfMM SPACMG AT THE anFOR TIE AW at EACH &V OF THE WALL, b. MO&W SPEAR m PLP. USE Vr "ATM ONE RM OP W41.L HAIL ALL EIXIN WN IOd HAILS At 2 Vl' Or. BTAfiGERED. FOR USE 3X DP HOZ. W E BOITOi PLATES AM REOIIIRED, DOLT IFN d 3N KAM SNTH ANCHOR DOLTS. AT THE FQUhPATM TEFOR A AT E0 OP UkMUM an FRAmNsAw-m K." LL �� ALL GWATMEDGEB SHALL BE WOW MRN StMMfi 600 AOCOWNS TO SPEAR WALL SCH U.E OR T' NOMMAL BL.00VJ fi 020ECfl00 BETUUM ROOF SHEATMG AND WALL "ATM OR MUM U°PER W" sun" AFP LOUER WALL SIEATNM SH4LL EE SUCH TWIT NaINAED EDGE NAILM3 P61t SOi'DILE E C0ITNJOU6 TIIiOUGH OLACKIYs AND WALL PLATER SPACE IOd NAL6 AT 12'Or- ALONG KM41 DIA7E FRAMINrs r#9 TIE DO" SPILL L BE W IN'M AAV LOUR WAILL 611P6 A!P CONSICR:D DY TWNADED RCD A6 PER M4NFACTUIMM I�arr,�aTloNs I A. PLYWOOD OR Q.S.B. SHEAR WALLS MAXIMUM SHEAR = 250 P LY USE %' SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" O C FOR FRAMING USE DF NO.2. PROVIDE %' DIAMETER ANCHOR BOLTS AT 32" 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 2. MAXIMUM SHEAR = 315 P.L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" OC. FOR FRAMING, USE DF NO.2. PROVIDE %' DIAMETER ANCHOR BOLTS AT 32" O C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS 3 MAXIMUM SHEAR = 375 P.L.F USE'/" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4" OC. FOR FRAMING, USE 3X DF NO.2. PROVIDE %" DIAMETER ANCHOR BOLTS AT 24" O C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 4 MAXIMUM SHEAR = 490 P.L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O:C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 5. MAXIMUM SHEAR = 560 P.L.F USE W SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d 'NAILS AT 3" OG FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 6. MAXIMUM SHEAR = 685 P L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2 1/2" O C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 20' O.0 MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FLAMING/SHEAR WALL PLANS. 7 MAXIMUM SHEAR = 770 P.L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.0 STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITHANCHOR BOLTS. PROVIDE 5/8' DIAMETER ANCHOR BOLTS AT 18" O C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS 8. MAXIMUM SHEAR = 870 P.L.F USE Yz' SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 31/2"OC FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 20' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 9. MAXIMUM SHEAR = 980 P LY USE Y2' SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT TOC FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATESWITH ANCHOR- BOLTS. PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 18"0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 10 MAXIMUM SHEAR = 1,200 P LY USE WSHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" O C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLEBOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 11 MAXIMUM SHEAR = 1,540 P L.F USE I" SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT Z'OCSTAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 314 DIAMETER ANCHOR BOLTS AT 11 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS 12. MAXIMUM SHEAR = 1 740 P L.F USE 5/8" SHEATING — BOTH SIDE OF WALL NAIL ALL EDGES WITH 10d NAILS AT 2*OCSTAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3140 DIAMETER ANCHOR BOLTS AT 9* 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. J -111h; `I .QBE "&, 'M n - H t'R C H I C t S 319 s. peabody, suite bi port angeles, wa 98362 360.452.6116 fax 360.452.7064 CT ARGHMCT Project: -1-114A P , Project No. Subject: L417,*AL. 13v - Date. 04.,r -24v-i Sheet of +;At l � �� I C��� ? No V4 -7, 0 if INDBER �ITH 319 S Peabody Suite B. Port Angeles, WA 98362 360 452.6116 / fax 360 452.7064 contacta,,lindarch.com / www.lindarch.com Prqject:'riw �'✓� � Project No Subject: PIIN L By- c�,-X. DateSheet '` of -I SHEAR WALL SUMMARY IGz►te1'Z3- I , e' W L H V V/L SW I f.p 3zza 3'' 2 I ►a I� I �I4q 4- 111-'1 15"ol Int -P,5Z 112Z 6? 1 VH- WL/2 I POST I HOLD DOWN I/ALLOFIT/FIRMINFO/FORMS/SHEARWAL r IGz►te1'Z3- I , e' I6:w-10 I26-7 I I - 1 It I I6g�2� z. I f.p 3zza 3'' 2 I ►a I� I �I4q 4- 111-'1 I/ALLOFIT/FIRMINFO/FORMS/SHEARWAL r • t.i WALL T NO 6WAR WALL R WALL 7' NO OHM WALL REa)e® r-4MV WARS DOLL (n) NOWS AT 6b3W 1READS AT MR Is _ M%A= WALL T NO SWAP ULALL \i f STAPS II' (n) ROM AT • 63U' o�I o TREADS AT MIL W F STAIRS DOW M) F46'Ji8 AT &A61• TREADS AT MR n' al 8g '°':°tea wa.L z' NO SHEAR WAl RFamw UPPER LEVEL MIDDEL LEVEL SHEAR WALL FLAN SHEARWALL PLAN SCALES V4' I' -O' DM' AOUDLE TOPo L L - sahPeoN rrerA� e�wAr Fo1a•I eTrroe AB REAM TO \ CPR" HEADER p�p�� FOF1"I SEE FRAIHTIG PLAT (2) 2X6 STUDS AT EDGE OF OPENMG END OF WALL COCER WALL O1 SHEAR WALL a OPENING SCALE, i' 11.01 VERFT E)dM FOWDATION AT NEW IL WALL RO PVIDEE MMN. m' u BW A IS' DEQ WN (2) ND.OA i DABS AT DOROM App ONE AT TOP DRILL AND OfM ANCHOR DOLTS AND HOLD MN DOLTS AS CALLED FOR GN SHEAR WALL SCHEDULE WALL T' 814EM WALL �. NUMtER 6 :� LONS SLaliib LI' n x 6I PSM LOAM lMNO RIBEIA aMK p 91' - �JO ST HANGER AT BEAM ' •wxww WA.L 7' SHEAR WALL MRIM 4 S" V4' I'-& LOWER LEVEL SHEAR WALL FLAN SCALE V4' P -O' PLYWOOD OR O.S.B. SHEAR WALLS L MAk" SIEAR 2BO 190. USE 12' SHEATNG ONE SIDE CF WALL NAIL ALL EDGES WTH Sd NARS ATV OC. FOR p Wet DF No? PROVIDt V2' DL44M ANCHOR DOLTS AT 32' orl MW1cFLM SPACIIS AT THE F LNOATIOIL FOR TE DOWNS AT EACH EPC OF TIE GALL., SEE FRAMNGIBIEAR PLANS, LL MAMM SHEAR 490 PLP USE V2' O"TWA ONE SIDE OF WA.L. NAR ALL 060 WITH Sd NAILS AT 3' O,0. USE 9X OP NO?. DOIELE 007Ta 1 PLATES AIM REAAFiD, T DOTiI PLATES WTH ANCHOR DOLTS Fp OVM SIS' DIAMETER ANCHOR DOLTS AT 32' OG MW%M SPACNG AT TIE PMMT1CK FOR TE DOWNS AT EACH END OF TIE WAIL, 8EE gPAMNGAlIEAR Pl.ANe� S. MAXiMMSIEm "0 Plt USE Vl' SHEAN3 TONE GVE CF WALL NAIL ALL EDGES WTH IOd MARS AT 3' OL. OTTOMPTEAFIE RaWD, DTRxDLANEARDOTSO OW DAPETL'R ANCHOR DOLTS AT 24'0r- M"Ifl SPACM AT TIE FOADATKX FOR TE DOWNS AT EACH END OF THE WALL„ SEE FRAMNISM PLAJS ALL SHEATM WALL DE DaCIW WN FRAMNG SUS ACCORDN3 TO S1EAR WALL SCIEDLLE OR 2' NOMNAL DLOCKII's COMEOTIONS DCnM Ph" GHEATNS AND WALL SIEATM OR MIUMIN UPMN "L EDGE NAI -NG MR SCE " 16 OCOMMOUS IWZL II OLOGTC M AND F' WALL � � ��DOUNS,� AT0'= IPPAADE�PLOOR�WW18�� THE TE DOWNS SHALL OE DOLTED TO 1HE UPPER AND LOWER W14LI. STUDS AND CCNM= 'B�pATIONBY B� THREADED ROD AS PER MANFACilIi NG FIECOM FA A. PLYWOOD OR O.S.B. SHEAR WALLS MAXIMUM SHEAR = 250 P LY USE %' SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" OC FOR FRAMING USE DF NO.2. PROVIDE %' DIAMETER ANCHOR BOLTS AT 32"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 2. MAXIMUM SHEAR = 315 P LY USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" OC. FOR FRAMING, USE DF NO.2. PROVIDE W DIAMETER ANCHOR BOLTS AT 32"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. MAXIMUM SHEAR = 375 P.L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4' OC. FOR FRAMING, USE 3X DF NO.2. PROVIDE V DIAMETER ANCHOR BOLTS AT 24" O C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 4 MAXIMUM SHEAR = 490 P.L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 5. MAXIMUM SHEAR = 560 P.L.F USE W SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3' OC FOR FRAMING USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" O C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS 6. MAXIMUM SHEAR = 685 P LY USE W SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2 1/2" O C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 20' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 7 MAXIMUM SHEAR = 770 P.L.F USE %" SHEATING —ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT TOC. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 518" DIAMETER ANCHOR BOLTS AT 18' 0 C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS 8. MAXIMUM SHEAR = 870 P.L.F USE'/' SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 31/2" O C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 20"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 9. MAXIMUM SHEAR = 980 P.L.F USE W SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O C FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES -WITH ANCHOR BOLTS. PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 18' 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 10 MAXIMUM SHEAR = 1,200 P L.F USE'/" SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" O C STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4' DIAMETER ANCHOR BOLTS AT 14"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 11 MAXIMUM SHEAR = 1,540 P L.F USE V SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O C. STAGGERED FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4 DIAMETER ANCHOR BOLTS AT 11 0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS 12. MAXIMUM SHEAR = 1 740 P L.F USE 5/8" SHEATING —BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O C STAGGERED FOR FRAMING USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 9"0 C MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS Roof Beam[ 2000 International Building Code (97 NDS)1 Ver 6.00 7 By Charles Smith Lindberg & Smith on. 10-04-2007 4 17.02 PM Project: TINY BUBBLES Location. HEADER 1 Summary - 3.5 IN x 5.5 IN x 8 0 FT / #2 Douglas Fir -Larch Dry Use Section Adequate By- 21.8% Controlling Factor- Section Modulus / Depth Required 4 98 In Deflections: Dead Load - Live Load: Total Load: Reactions (Each End) Live Load: Dead Load: Total Load Bearing Length Required (Beam only Beam Data. Span: Maximum Unbraced Span. Pitch Of Roof - Live Load Deflect. Criteria: Total Load Deflect. Criteria. Roof Loading Roof Live Load -Side One Roof Dead Load -Side One - Tributary Width -Side One: Roof Live Load -Side Two Roof Dead Load -Side Two Tributary Width -Side Two Roof Duration Factor- Wall actorWall Load Beam Self Weight: Slope/Pitch Adjusted Lengths and Loads. Adjusted Beam Length. Beam Uniform Live Load Beam Uniform Dead Load. Total Uniform Load: Properties For- #2 Douglas Fir -Larch Bending Stress. Shear Stress Modulus of Elasticity- Stress lasticityStress Perpendicular to Grain. Adjusted Properties Fb' (Tension) support capacity not checked) Adjustment Factors. Cd=1 15 C1=0 99 Cf=1 30 Fv' Adjustment Factors. Cd=1 15 Design Requirements: Controlling Moment: 4 0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear- At hearAt a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) DLD= 018 IN LLD= 0.06 IN = L/1618 TLD= 0.24 IN = L/402 LL-Rxn= 200 DL-Rxn= 605 TL-Rxn= 805 BL= 0.37 L= 8.0 Lu= 80 RP= 4 L/ 240 L/ 180 LL1= DL1= TW1= LL2= D L2= TW2= Cd= WALL= BSW= 250 150 10 250 150 10 1 15 115 5 Ladi= 80 wL= 50 wD_adi= 151 WT= 201 Fb= Fv= E_ Fc_perp= Fb'= Fv'= AT V= 900 95 1600000 625 LB LB LB IN FT FT 12 PSF PSF FT PSF PSF FT PLF PLF FT PLF PLF PLF PSI PSI PSI PSI 1334 PSI 109 PSI 1610 FT -LB 725 LB Sreq= 1449 IN3 S= 1765 IN3 Areq= 9.95 IN2 A= 19.25 IN2 Ireq= 2174 IN4 1= 4853 IN4 Roof Beamf 2000 International Buildinq Code (97 NDS)1 Ver 6 00 7 By Charles Smith Lindberg & Smith on 10-04-2007 4 1807 PM Project: TINY BUBBLES Location- HEADER 2 Summary - 3.5 IN x 7.25 IN x 6 0 FT / #2 Douqlas Fir -Larch Dry Use Section Adequate By- 14 5% Controlling Factor Section Modulus / Depth Required 6 78 In Deflections. Dead Load Live Load Total Load Reactions (Each End) Live Load Dead Load Total Load - Bearing Length Required (Beam only Beam Data: Span: Maximum Unbraced Span. Pitch Of Roof - Live Load Deflect. Criteria. Total Load Deflect. Criteria. Roof Loadinq: Roof Live Load -Side One. Roof Dead Load -Side One. Tributary Width -Side One Roof Live Load -Side Two - Roof Dead Load -Side Two Tributary Width -Side Two Roof Duration Factor - Wall Load Beam Self Weiqht: Slope/Pitch Adjusted Lenqths and Loads. Adjusted Beam Lenqth Beam Uniform Live Load Beam Uniform Dead Load: Total Uniform Load: Properties For- #2 Douqlas Fir -Larch Bendinq Stress: Shear Stress. Modulus of Elasticity - Stress Perpendicular to Grain - Adjusted Properties Fb (Tension) support capacity not checked) Adjustment Factors. Cd=1 15 C1=1 00 Cf=1.30 Fv' Adjustment Factors. Cd=1 15 Design Requirements: Controllinq Moment: 3 0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear - At a distance d from support. Critical shear created by combining all dead and live loads Comparisons With Required Sections Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) DLD= 006 IN LLD= 005 IN = U1351 TLD= 011 IN = L/660 LL-Rxn= 975 LB DL-Rxn= 1022 LB TL-Rxn= 1997 LB BL= 091 IN L= 6.0 FT Lu= 2.0 FT RP= 8 12 U 240 L/ 180 LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= BSW= 250 150 10 250 150 12.0 1 15 100 6 Ladj= 6.0 wL= 325 wD_adj= 341 WT= 666 Fb= Fv= E_ Fc_perp= Fb'= Fv'= M= V= 900 95 1600000 625 PSF PSF FT PSF PSF FT PLF PLF FT PLF PLF PLF PSI PSI PSI PSI 1342 PSI 109 PSI 2995 FT -LB 1597 LB Sreq= 26.79 IN3 S= 3066 IN3 Areq= 2193 IN2 A= 2538 IN2 Ireq= 3032 IN4 1= 111 15 IN4 Roof Beamr 2000 International Building Code (97 NDS) j Ver- 6 00 7 By Charles Smith Lindberg & Smith on. 10-04-2007 4.2005 PM Project: TINY BUBBLES Location HEADER 3 Summary - 3.5 IN x 7.25 IN x 6 0 FT / #2 Douglas Fir -Larch Dry Use Section Adequate By- 50.2% Controlling Factor- Section Modulus / Depth Required 5 92 In Deflections: Dead Load DLD= 006 IN Live Load. LLD= 001 IN = U8783 Total Load. TLD= 0.07 IN = U986 Reactions (Each End) Live Load: LL-Rxn= 150 LB Dead Load: DL-Rxn= 1186 LB Total Load: TL-Rxn= 1336 LB Bearing Length Required (Beam only support capacity not checked) BL= 0.61 IN Beam Data: Span L= 60 FT Maximum Unbraced Span. Lu= 60 FT Pitch Of Roof- RP= 8 12 Live Load Deflect. Criteria. U 240 Total Load Deflect. Criteria. U 180 Roof Loading: Roof Live Load -Side One. LL1= 25.0 PSF Roof Dead Load -Side One: DL1= 150 PSF Tributary Width -Side One: TW1= 1 0 FT Roof Live Load -Side Two LL2= 250 PSF Roof Dead Load -Side Two. DL2= 150 PSF Tributary Width -Side Two TW2= 10 FT Roof Duration Factor Cd= 1 15 Wall Load WALL= 353 PLF Beam Self Weight: BSW= 6 PLF Slope/Pitch Adjusted Lengths and Loads. Adjusted Beam Length. Ladi= 6.0 FT Beam Uniform Live Load wL= 50 PLF Beam Uniform Dead Load: wDadi= 395 PLF Total Uniform Load —WT= 445 PLF Properties For #2 Douglas Fir -Larch Bending Stress. Fb= 900 PSI Shear Stress. Fv= 95 PSI Modulus of Elasticitv' E= 1600000 PSI Stress Perpendicular to Grain Fc_perp= 625 PSI Adjusted Properties Fb' (Tension) Fb'= 1046 PSI Adjustment Factors. Cd=O 90 CI=O 99 Cf=1.30 Fv' Fv'= 86 PSI Adjustment Factors. Cd=O 90 Design Requirements. Controlling Moment: M= 1779 FT -LB 3 0 ft from left support Critical moment created by dead loads only on all span(s) Controlling Shear- V= 949 LB At a distance d from support. Critical shear created by dead loads only on all span(s) Comparisons With Required Sections Section Modulus (Moment) Sreq= 2041 IN3 S= 30.66 IN3 Area (Shear) Areq= 1664 IN2 A= 2538 IN2 Moment of Inertia (Deflection) Ireq= 20.28 IN4 1= 111 15 IN4 Roof Beamf 2000 International Buildinq Code (97 NDS) j Ver 6 00 7 By- Charles Smith Lindberg & Smith on. 10-04-2007 4:2046 PM Project: TINY BUBBLES Location HEADER 4 Summary- ( 2 ) 1.5 IN x 5 5 IN x 3 0 FT / #2 Douqlas Fir -Larch Dry Use Section Adequate By- 127 9% Controlling Factor Area / Depth Required 3 18 In Deflections: Dead Load: DLD= 001 IN Live Load LLD= 0.00 IN = U26296 Total Load TLD= 001 IN = U2967 Reactions (Each End) Live Load- LL-Rxn= 75 LB Dead Load- DL-Rxn= 590 LB Total Load: TL-Rxn= 665 LB Bearing Length Required (Beam only support capacity not checked) BL= 0.35 IN Beam Data: Span. L= 30 FT Maximum Unbraced Span. Lu= 3.0 FT Pitch Of Roof- RP= 8 12 Live Load Deflect. Criteria. U 240 Total Load Deflect. Criteria. U 180 Roof Loadinq Roof Live Load -Side One. LL1= 250 PSF Roof Dead Load -Side One: DL1= 150 PSF Tributary Width -Side One TW1= 10 FT Roof Live Load -Side Two LL2= 250, PSF Roof Dead Load -Side Two DL2= 150 PSF Tributary Width -Side Two- TW2= 10 FT Roof Duration Factor Cd= 1 15 Wall Load- WALL= 353 PLF Beam Self Weiqht: BSW= 4 PLF Slope/Pitch Adjusted Lenqths and Loads. Adjusted Beam Lenqth. Ladj= 30 FT Beam Uniform Live Load: wL= 50 PLF Beam Uniform Dead Load. wD_adj= 393 PLF Total Uniform Load: WT= 443 PLF Properties For #2 Douqlas Fir -Larch Bendinq Stress. Fb= 900 PSI Shear Stress. Fv= 95 PSI Modulus of Elasticity- E= 1600000 PSI Stress Perpendicular to Grain. Fc_perp= 625 PSI Adjusted Properties Fb (Tension) Fb'= 1049 PSI Adjustment Factors. Cd=O 90 C1=1 00 Cf=1 30 Fv' Fv'= 86 PSI Adjustment Factors. Cd=O 90 Design Requirements. Controllinq Moment: M= 442 FT -LB 1 5 ft from left support Critical moment created by dead loads only on all span(s) Controllinq Shear- V= 413 LB At a distance d from support. Critical shear created by dead loads only on all span(s) Comparisons With Required Sections. Section Modulus (Moment) Sreq= 506 IN3 S= 15.13 IN3 Area (Shear) Areq= 7.24 IN2 A= 16.50 IN2 Moment of Inertia (Deflection) Ireq= 2.52 IN4 1= 41.59 IN4 Roof Beam[ 2000 International Buildinq Code (97 NDS) ) Ver 6 00 7 By, Charles Smith Lindberg & Smith on 10-04-2007 4:21.08 PM Project: TINY BUBBLES Location HEADER 5 Summary - 3.5 IN x 5 5 IN x 5 0 FT / #2 Douqlas Fir -Larch Dry Use Section Adequate By- 25 3% Controlling Factor- Section Modulus / Depth Required 4 91 In Deflections. Dead Load - Live Load: Total Load. Reactions (Each End) Live Load. Dead Load: Total Load. Bearing Length Required (Beam only Beam Data. Span: Maximum Unbraced Span. Pitch Of Roof - Live Load Deflect. Criteria. Total Load Deflect. Criteria. Roof Loadinq- Roof Live Load -Side One. Roof Dead Load -Side One: Tributary Width -Side One. Roof Live Load -Side Two Roof Dead Load -Side Two Tributary Width -Side Two Roof Duration Factor, Wall Load Beam Self Weiqht: Slope/Pitch Adjusted Lenqths and Loads. Adjusted Beam Lenqth: Beam Uniform Live Load - Beam Uniform Dead Load Total Uniform Load. Properties For #2 Douqlas Fir -Larch Bendinq Stress. Shear Stress. Modulus of Elasticity - Stress Perpendicular to Grain. Adjusted Properties Fb' (Tension) support capacity not checked) Adjustment Factors Cd=O 90 CI=1 00 Cf=1.30 Fv' Adjustment Factors. Cd=O 90 Design Requirements. Controllinq Moment: 2.5 ft from left support Critical moment created by dead loads only on all span(s) Controllinq Shear- At hearAt a distance d from support. Critical shear created by dead loads only on all span(s) Comparisons With Required Sections. Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) DLD= 007 IN LLD= 001 IN = U6626 TLD= 008 IN = U747 LL-Rxn= 125 DL-Rxn= 984 TL-Rxn= 1109 BL= 0.51 L= 50 Lu= 50 RP= 8 L/ 240 U 180 LL1= DLI= TW1= LL2= DL2= TW2= Cd= WALL= BSW= 250 150 10 250 150 10 1 15 353 5 Ladi= 50 wL= 50 wD_adi= 394 WT= 444 Fb= Fv= E_ Fc_perp= 916E Fv'= M= V= 900 95 1600000 625 LB LB LB IN FT FT 12 PSF PSF FT PSF PSF FT PLF PLF FT PLF PLF PLF PSI PSI PSI PSI 1049 PSI 86 PSI 1230 FT -LB 807 LB Sreq= 1408 IN3 S= 1765 IN3 Areq= 1416 IN2 A= 19.25 IN2 Ireq= 1170 IN4 1= 48.53 IN4 Uniformly Loaded Floor Beam( 2000 International Buildinq Code (97 NDS)1 Ver 6 00 7 Bv- Charles Smith , Lindberq & Smith on. 10-04-2007 4.34:25 PM Project: TINY BUBBLES Location. FLOOR JOISTS AT STAIRS Summary - 6165 1 75 IN x 14 0 IN x 8 5 FT / Versa -Lam 2800 Fb DF Boise Cascade V= Section Adequate By 107 5% Controlling Factor- Section Modulus / Depth Required 9 72 In Deflections: 27.55 Dead Load- DLD= Live Load: LLD= Total Load. TLD= Reactions (Each End) A= Live Load. LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only support capacity not checked). BL= Beam Data. Span. L= Unbraced Lenqth-Top of Beam Lu= Live Load Deflect. Criteria. L/ Total Load Deflect. Criteria: L/ Floor Loadinq: Floor Live Load -Side One LL1= Floor Dead Load -Side One. DL1= Tributary Width -Side One. TW1= Floor Live Load -Side Two LL2= Floor Dead Load -Side Two DL2= Tributary Width -Side Two TW2= Live Load Duration Factor- Cd= Wall Load: WALL= Beam Loadinq- Beam Total Live Load. wL= Beam Self Weiqht: BSW= Beam Total Dead Load* wD= Total Maximum Load WT= Properties For Versa -Lam 2800 Fb DF Boise Cascade Bendinq Stress. Fb= Shear Stress. Fv= Modulus of Elasticitv' E_ Stress Perpendicular to Grain. Fc_perp= Adjusted Properties Fb' (Tension) Fb'= Adjustment Factors. Cd=1 00 CI=O 98 Cf=O 98 Fv' Fv'= Adjustment Factors. Cd=1 00 Design Requirements- Controllinq Moment: 4.25 ft from left support Critical moment created by combining all dead and live loads Controllinq Shear* At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections. Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection) 002 IN 0.08 IN = U1236 010 IN = U1018 2391 LB 511 LB 2901 LB 1.84 IN 8.5 FT 1.33 FT 360 240 750 PSF 150 PSF 7.5 FT 400 PSF 150 PSF 00 FT 1 00 0 PLF 563 PLF 8 PLF 120 PLF 683 PLF 2800 PSI 285 PSI 2000000 PSI 900 PSI 2686 PSI 285 PSI M= 6165 FT -LB V= 2147 LB Sreq= 27.55 IN3 S= 5717 IN3 Areq= 11.30 IN2 A= 24.50 IN2 Ireq= 116.57 IN4 1= 40017 IN4 Multi -Loaded Beamr 2000 International Buildinq Code (97 NDS) j Ver- 6 00 7 By- Charles Smith Lindberq & Smith on 10-04-2007 4.3504 PM Proiect: TINY BUBBLES Location FLOOR JOIST AT STAIR HEADER Summary - 5 125 IN x 24 0 IN x 24 0 FT / 24F V4 Visually Graded Western Species Dry Use Section Adequate By- 265 5% Controlling Factor- Section Modulus / Depth Required 14 03 In Center Span Deflections. Dead Load: DLD-Center= 005 IN Live Load- LLD -Center= 016 IN = U1800 Total Load: TLD -Center= 0.21 IN = U1344 Camber Required: C= 008 IN Center Span Left End Reactions (Support A) Live Load. LL-Rxn-A= 2394 LB Dead Load: DL-Rxn-A= 859 LB Total Load: TL-Rxn-A= 3253 LB Bearinq Lenqth Required (Beam only support capacity not checked) BL -A= 0.98 IN Center Span Riqht End Reactions (Support B) Live Load LL-Rxn-B= 1972 LB Dead Load. DL-Rxn-B= 765 LB Total Load TL-Rxn-B= 2736 LB Bearing Length Required (Beam only support capacity not checked) BL -B= 0.82 IN Beam Data. Center Span Lenqth L2= 240 FT Center Span Unbraced Lenqth-Top of Beam: Lu2 Top= 15.5 FT Center Span Unbraced Length -Bottom of Beam. Lu2-Bottom= 15.5 FT Live Load Duration Factor Cd= 1 00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria. U 240 Center Span Loading: Uniform Load Live Load: wL 2= 50 PLF Dead Load: wD-2= 10 PLF Beam Self Weight: BSW= 30 PLF Total Load wT 2= 90 PLF Point Load 1 Live Load PL1 2= 2391 LB Dead Load PD1 2= 511 LB Location (From left end of span) X1 2= 8.5 FT Trapezoidal Load 1 Left Live Load- TRL-Left-1 2= 50 PLF Left Dead Load TRD-Left-1 2= 10 PLF Riqht Live Load TRL-Riqht-1 2= 50 PLF Riqht Dead Load TRD-Right-1-2= 10 PLF Load Start: A-1 2= 8.5 FT Load End. B-1 2= 240 FT Load Lenqth C-1 2= 155 FT Properties For 24F V4- Visually Graded Western Species Bendinq Stress. Fb= 2400 PSI Shear Stress. Fv= 190 PSI Modulus of Elasticity- Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain. Fc perp= 650 PSI Bendinq Stress of Comp Face in Tension. Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension) Fb'= 2171 PSI Adjustment Factors. Cd=1 00 C1=0 90 Cv=O 92 Fv' Fv'= 190 PSI Adiustment Factors. Cd=1 00 Design Requirements: Controllinq Moment: 8 64 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear- At hearAt a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections. Section Modulus (Moment) Sreq= S= Areq= A= Ireq= 1= M= 24346 FT -LB V= 3081 LB Area (Shear) Moment of Inertia (Deflection) 13459 IN3 492.00 IN3 2432 IN2 12300 IN2 1180.57 IN4 590400 IN4 c. PARKING AGREEMENT An Agreement is entered into in favor of the owner of property legally described as. (provide legal description/address of subject property requiring additional parking) The purpose of this agreement is to establish and allow parking rights and privileges for y off-street parking spaces which are located at including the necessary mgress and egress to access the parking spaces in order to satisfy the off-site parking requirements for uses within the City of Port Angeles per Parking Ordinance #1588, as amended for property located at //3f) F c7i� This parking agreement shall not be modified, revoked, or altered in any respect whatsoever without serving prior notice of such intended action upon the City of Port Angeles and obtaining the City's written approval. Such revocation or modification may result in the lirmtation of the activity located at 1130 /f This agreement is made between. PropeKOwner (Grantor) Prope Owner (Grantee) STATE OF WASHINGTON ) ) ss: COUNTY OF CLALLAM ) Property address w► 9, Property address Dated this —5 day of `ov- 2007 BEFORE,M , a Notary Public in and for the County and State aforesaid, personally appeared rQag, 4,e Eu, and ► W. known to me to be the persons who executed the within Agreement, and who acknowledged the same to be their free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this, day ofd pu," OQ7 \`� 11 llil /iii NOTARY •jn•9tfQ•f©r the ate of Washington. My commi o4 eitplip zC);�A? o o°o //,/z����irlttiQ PERSONNEL SERVICES. 10/22/07 Tiny Bubbles can use 4 parking spaces for the term of operation as a retail store at 1130 E. Front St. for overflow parking needs. �i Smc ely uane Folden Owner -AVER OCT 2 6 2001_ 10 CITY OF PORT ANGMES! BUILDING DIVISION9z 1128 E. Front Street, Port Angeles, WA 98362 360/452 1253 FAX 360/452 1514 OV ?QRT,,1,k BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application, prescriptive energy form, plans, specs, and a 8'/" x Il" site plan MUST BE COMPLETE to be accepted for review (360) 4174815 FAX (360) 417-4711 Residential projects: submit two sets of plans Commercial projects: submit three sets of plans I Applicant or Agent �,, Owner S)? Owner's Address Contractor/Engineer o State License 4 Contractor/Engineer's Address PROJECT ADDRESS / / FOR OFFICIAL USE ONLY Date Rec. 05-01 Pen-nft4- (-)-7- lt6� Date Approved/6?�., I Date Issued. Phone L -,<o � Z- - &Z> /I ' Phone fi 0- -/-/ — 6 "-? LrC LEGAL DESCRIPTION Lot: Block: Subdivision. CLALLAM COUNTY PARCEL NUMBER, Expires Phone ZONING TYPE OF WORK o Residential 11 NewConstr 0 Re -roof 0 Stove c SIZE/VALUATION, SF @ $ 1(7i-!, ` t /SF = $ 9050-2 13 Multi-family--b,-Addition 13 Move 11 Garage SF @' $ /SF = $ 0 `,,Commercial 0 Remodel 0 Demolition 0 Deck SF @ $ /SF = S 0o Repair 0 Sign 11 Other TOTAL VALUATION 41 BRIMK�CRWTION OF-THI�MOJECT- G / 1` fF� 19, / I— C. <2 Ar rRo -i-- I 9 C-) I t--,,9 rllrtiv\\, &We -,5) 10123io-7 Pear f1100e C031 L.,%* e I (I Va*1etave 0 PIA) M bi, nj C (.14' 4. COMMkRelAORESIDDENTIAL. Occupancy Group: Occupant Load. Construction T}pe: ivt the° Existing Structure(s) basement --Sq. I` floor ) & Ft. & Sq Ft. & Proposed Structure(s) basement Sq, Ft. I" floor Sq. Ft. 2nd floor 3 6 -?-,a7 Sq. Ft, & 2nd floor3L�� _Sq. F1 Yd floor Sq. Ft. & 3' floor Sq Ft Accessory Structures Sq. Ft. & Accessory Structures --Sq Ft. Existing Structure(s) TOTAL 4 aS Sq. Ft. & Proposed Structure(s) TOTAL q6b&� Sq. Ft. TOTAL of existing & proposed structures Sq Ft. LOT COVERAGE Maximum Height of Proposed Structure(s). Ft. Lot size Sq Ft. Ft. 'Footprint Are you planning to install a lawn sprinkler system? r/ Existing Structure(SNI _(_ 6 53 - Proposed Structure(s) Sq Ft. Footprint 1-n TOTAL Structure(s) Sq. Ft. Footprint Total Lot Coverage % (Di de Total Structure(s) Sq. Ft. Footprint by Lot Size Sq Ft.) VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE. The plan check fee must be paid at the time the building permit application is submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW An application for a permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing unless such application has been pursued in good faith or a permit has been issued, except that the building official is authorized to grant one or more extensions of time for additional periods not exceeding 180 days (90 days for commercial projects) each. The extension shall be requested in writing and justifiable cause demonstrated. (IRCABC 2006 105.3.2) / hereby certify that / have read and examined this application and know the same to be true and correct. / am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and that I must obtain such permits prior to work. Date 0— Applicant Al" Y// rllllj " a ryNe, T-\FORMS\BUILDINGDIVISIONMBldgPermftAppl.-2006C'ODE backup.wpd BM Ssoje- iri-%of yv-, of VeA the. o 1 ?,0 10-7 MV 15t, 0 r1i., VAII 5 6094 iS rely -q)t- Q(C-Kvp 0 f SAN lkodov—el lNO Inspection Selection By Inspection - CITY OF PORT ANGELES SUNGARD'PUBLIC SECTOR ( HTE NaviLme Y/ w``.'�' a OK I Exu i 2 Cancel Inspection Selection By Inspection Property address: 1130 E FRONT ST ASSESSOR PARCEL NUMBER: 06-30-00-7 1-0210-0000- 00000054 000 000 ELNC 00 EL1 0001 TAP 1/14/08 DA 08 00000054 000 000 ELNC 00 EL 1 0002 TAP 08 AP 07 00001166 000 000 BPC 00 BLED 0001 JLL ;V;15 10/08 AP f✓ 07 00001166 000 000 BPC 00 BLI 0001 JLL 8/08 DA d 07 00001166 000 000 BPC 00 BL1 0001 JLL 7/06/07 AP 1 07 00001166 000 000 HPC 00 BL3 0001 PB/07/08 DA 07 00001166 000 000 BPC 00 BL3 0002 JLL 0/1 /08 CA 07 00001166 000 000 HPC 00 BL9 0001 PB /07/08 DA 07 00001166 000 000 BPC 00 BL9 0002 JLL JYi10/08 AP 05 00001003 000 000 ME 00ME99 0001JLL 10/13/05 AP 1 05 00000776 000 000 BPC 00 BAIR 0001 JLL 11/09/05 AP 1 05 00000776 000 000 BPC 00 BLI 0001 JLL 11/14/05 DA 1 05 00000776 000 000 BPC 00 BLI 0002JLL 12/16/05 AP 1 41 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA98362 Application Number 07 00001424 Date 12/05/07 Application pin number 852016 Property Address 1130 E FRONT ST ASSESSOR PARCEL NUMBER 06 30 00 7 1 0210 0000 Application type description PUBLIC WORKS UTILITES Subdivision Name Property Use Property Zoning COMMERCIAL ARTERIAL Application valuation 0 Owner Contractor VAN CLEAVE SHELLEY M OWNER 4200 S CEDAR MILL RD PORT ANGELES WA 98362 Permit RIGHT OF WAY Additional desc PARK TRAILER IN PLANTING STRIP Permit pin number 116947 Permit Fee 70 00 Plan Check Fee -00 Issue Date 12/05/07 Valuation 0 Expiration Date 6/02/08 Qty Unit Charge Per Extension BASE FEE 70. 00 Fee summary' Charged Paid Credited Due Permit Fee Total 70 00 70 00 00 00 Plan Check Total 00 00 00. 00 Grand Total 70 00 70 .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 180days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection I, hereby certify that I have lead 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 Signature of Contractor or Authorized Agent Date Signature of Owner (if owner isbuilder) Date T•\Po1icies\1102.15R [1105] PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAIF'FUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPEI DATE I ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE / METER I` SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION RW / PW/ CONSTRUCTION R.W ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T-\Policies\l 102.15R[1/05) Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Owner VAN CLEAVE SHELLEY M 4200 S CEDAR MILL RD PORT ANGELES WA 98362 08 00000054 943998 1130 E FRONT ST 06 30 00 7 1 0210 0000 ELECTRICAL ONLY COMMERCIAL ARTERIAL 0 Contractor OWNER Date 1/15/08 Permit ELECTRICAL NEW COMMERICAL Additional desc OWNER/ SUB PNL +CIR Permit pin number 119065 Permit Fee 75 00 Plan Check Fee 00 Issue Date 1/15/08 Valuation 0 Expiration Date 7/13/08 Qty Unit Charge Per Extension 1 00 75 0000 ECH EL COM 0 100 NEW SRV FEEDER 75 00 ^' U Fee summary Charged Paid Credited Due Permit Fee Total 75 00 75 00 00 00 Plan Check Total 00 00 00 00 �q Grand Total 75 00 75 00 00 00 '�i INSPECTION TYPE DITCH SERVICE OUCH - IN FINAL COMMENTS: DATE ,1i510p RESULTS � ►mac-�.5 �c�.-�' ELECTRICAL INSPECTOR 7 PREPARED 9/12/06 9 18 20 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/12/06 ADDRESS 1130 E FRONT ST SUBDIV TENANT NBR VAN CLEEVE CONTRACTOR PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 05 00000620 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 8/01/05 JLL BUILDING FOUNDATION MONO SLAB 8/01/05 AP 08/01/2005 08 36 AM DYASUMUR 08/01/2005 03 24 PM JLIERLY BL9 01 10/10/05 JLL BUILDING SHEARWALL TIME 17 00 10/10/05 DA 10/10/2005 08 36 AM PBARTHOL BILL 461 2550 THERE ARE 2 PERMITS FOR THIS SO WE NEED TO KEEP TRACK OF INSPECTIONS ON BOTH 10/10/2005 03 59 PM JLIERLY attach straps to 2nd floor and washer on double sill plate/jll BL99 01 9/12/06 LL BUILDING FINAL TIME 13 00 VAN CLEEVE 452 6011 09/08/2006 02 26 PM DYASUMUR COMMENTS AND NOTES PREPARED 9/07/06 11 10 06 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/07/06 ADDRESS 1130 E FRONT ST SUBDIV CONTRACTOR PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 05 00000776 COMM ADDITION PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL9 01 10/10/05 JLL BUILDING SHEARWALL TIME 17 00 10/10/05 DA 10/10/2005 04 00 PM JLIERLY BL3 01 11/07/05 JLL BUILDING FRAMING TIME 17 00 11/08/05 DA 11/08/2005 08 36 AM JLIERLY finish nails in truss hangers / plywood interior per plan/tighten anchor/hold down bolts/block bwp/ picked up engineer special inspection report for epoxy bolt and dept of drill/jll BL3 02 11/08/05 JLL BUILDING FRAMING 11/08/05 AP 11/08/2005 08 10 AM PBARTHOL BILL 461 2550 11/08/2005 04 56 PM JLIERLY BAIR O1 11/09/05 JLL BUILDING AIR SEAL 11/09/05 AP 11/08/2005 04 01 PM PBARTHOL bill 461 2550 11/09/2005 03 45 PM PBARTHOL BLI O1 11/14/05 JLL BUILDING INSULATION 11/14/05 DA 11/14/2005 08 44 AM PBARTHOL BILL ,,.•461 2550 * CALL IST SO HE -CAN LET YOU IN - 11/ . 14'/2005 N*11/14'/2005 04 19 PM JL°�IERLY paitial two lower floors ok attic still to be insulated/jll BLI 02 12/16/05 JLL BUILDING INSULATION 12/16/05 AP 12/16/2005 12 42 PM PBARTHOL 12/16/2005 03 50 4PM PBARTHOL BL99 01 9/-0'1-x- BUILDING FINAL TIME 13 00 09/06/2006 10 35 AM DYASUMUR BILL 452 6011 = i t COME TS AND NOTES Z. 1 F, ORT ANGELES ..iux WASHINGTON, U S.A. May 2, 2006 Shelley M Van Cleave 4200 S Cedar Mill Rd Port Angeles WA 98362 Re First Notice of Violation Misc. Nuisance - 06-00000067 Dear Ms Van Cleave I am writing this letter as a follow up to a conversation I had with Bill Van Cleave Tuesday May 2, 2006 Siding on the building addition at 1130 E Front Street has not been completed I have talked to Mr Van Cleave a number of times about the need to finish the work on the exterior of the building Temporary occupancy of the addition was granted in good faith and on the condition that the project be completed in a timely manner This has not happened Please contact me no later than May 16 2006 with an acceptable plan for the completion of this project or the City of Port Angeles will have no choice but to revoke occupancy and use of this portion of the building until completion of the project and issuance of a permanent certificate of occupancy Sincere Pa arth ck- Co ompliance Officer 360-417-4712 Cc: Sue Roberds PREPARED 12/16/05 13 27 13 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 12/16/05 ADDRESS 1130 E FRONT ST SUBDIV CONTRACTOR PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 05 00000776 COMM ADDITION PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL9 01 10/10/05 JLL BUILDING SHEARWALL TIME 17 00 10/10/05 DA 10/10/2005 04 00 PM JLIERLY BL3 01 11/07/05 JLL BUILDING FRAMING TIME 17 00 11/08/05 DA 11/08/2005 08 36 AM JLIERLY finish nails in truss hangers / plywood interior per plan/tighten anchor/hold down bolts/block bwp/ picked up engineer special inspection report for epoxy bolt and dept of drill/jll BL3 02 11/08/05 JLL BUILDING FRAMING 11/08/05 AP 11/08/2005 08 10 AM PBARTHOL BILL 461 2550 11/08/2005 04 56 PM JLIERLY BAIR 01 11/09/05 JLL BUILDING AIR SEAL 11/09/05 AP 11/08/2005 04 01 PM PBARTHOL bill 461 2550 11/09/2005 03 45 PM PBARTHOL BLI 01 11/14/05 JLL BUILDING INSULATION 11/14/05 DA 11/14/2005 08 44 AM PBARTHOL BILL 461 2550 CALL IST SO HE CAN LET YOU IN* 11/14/2005 04 19 PM JLIERLY partial two lower floors ok attic still to be insulated/jll BLI 02 12 16/05 .TT•L BUILDING INSULATION 12/16/2005 12 42 PM PBARTHOL COMMENTS AND NOTES 4SEASONS ENG/NEER/NG, INC. Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 (360) 452-3023 ■ Fax (360) 452-3047 619 S. Chase Street - Port Angeles, WA 98362 December 15, 2005 Subject: Structural Observation, Bill VanCleave,1130-E. Front St. Port Angeles, WA 98362 4 Seasons Engineering, Inc. has provided an inspection at the above address on December 15, 2005 The building addition meets the intent of the construction plans in regards to the lateral and vertical design. If there are any questions, please give me a call at (360) 452-3023 Sincerely, Donna J Petersen P.E. cc Bill VanCleave PREPARED 11/14/05 11 57 56 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 11/14/05 ADDRESS 1130 E FRONT ST SUBDIV CONTRACTOR PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 05 00000776 COMM ADDITION PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL9 01 10/10/05 JLL BUILDING SHEARWALL TIME 17 00 10/10/05 DA 10/10/2005 04 00 PM JLIERLY BL3 01 11/07/05 JLL BUILDING FRAMING TIME 17 00 11/08/05 DA 11/08/2005 08 36 AM JLIERLY finish nails in truss hangers / plywood interior per plan/tighten anchor/hold down bolts/block bwp/ picked up engineer special inspection report for epoxy bolt and dept of drill/jll BL3 02 11/08/05 JLL BUILDING FRAMING 11/08/05 AP 11/08/2005 08 10 AM PBARTHOL BILL 461 2550 11/06/2005 04 56 PM JLIERLY BAIR 01 11/09/05 JLL BUILDING AIR SEAL 11/09/05 AP 11/08/2005 04 01 PM PBARTHOL bill 461 2550 11/09/2005 03 45 PM PBARTHOL BLI 01 1111/1 JLL BUILDING INSULATION 11/14/2005 OB 44 AM PBARTHOL BILL 461 2550 CALL 1ST SO HE CAN LET YOU IN* COMMENTS AND NOTES PREPARED 11/09/05 13 28 40 INSPECTION TICKET PAGE 9 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 11/09/05 ADDRESS 1130 E FRONT ST SUBDIV CONTRACTOR PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 05 00000776 COMM ADDITION PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL9 01 10/10/05 JLL BUILDING SHEARWALL TIME 17 00 10/10/05 DA 10/10/2005 04 00 PM JLIERLY BL3 01 11/07/05 JLL BUILDING FRAMING TIME 17 00 11/08/05 DA 11/08/2005 08 36 AM JLIERLY finish nails in truss hangers / plywood interior per plan/tighten anchor/hold down bolts/block bwp/ picked up engineer special inspection report for epoxy bolt and dept of drill/jll BL3 02 11/08/05 JLL BUILDING FRAMING 11/08/05 AP 11/08/2005 08 10 AM PBARTHOL BILL 461 2550 11/06/2005 04 56 PM JLIERLY BAIR O1 11/09/05 JLL BUILDING AIR SEAL \•� _/„ a 11/08/2005 04 01 PM PBARTHOL �I' � bill 461 2550 COMMENTS AND NOTES PREPARED 11/08/05 13 03 42 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 11/08/05 ADDRESS 1130 E FRONT ST SUBDIV CONTRACTOR PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 05 00000776 COMM ADDITION PERMIT HPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL9 01 10/10/05 JLL BUILDING SHEARWALL TIME 17 00 10/10/05 DA 10/10/2005 04 00 PM JLIERLY BL3 01 11/07/05 JLL BUILDING FRAMING TIME 17 00 11/08/05 DA 11/08/2005 08 36 AM JLIERLY finish nails in truss hangers / plywood interior per plan/tighten anchor/hold down bolts/block bwp/ picked up engineer special inspection report for epoxy bolt and dept of drill/jll BL3 02 11/ 8//5r_ JL BUILDING FRAMING 11/08/2005 10 AM PBARTHOL BILL 461 25555 0 COMMENTS AND NOTES PREPARED 11/07/05 10 59 51 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY ADDRESS 1130 E FRONT ST SUBDIV CONTRACTOR PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 05 00000776 COMM ADDITION PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL9 01 10/10/05 JLL BUILDING SHEARWALL TIME 17 00 10/10/05 DA 10/10/2005 04 00 PM JLIERLY BL3 01 11/_ olw, jj,L BUILDING FRAMING TIME 17 00 x„'11--'�-,f�`T` �JIG��- 11/07/2005 OB 49 AM PBARTHOL BILL 461 2550 COMMENTS AND NOTES 124freS/L i PAGE 8-- DATE _—DATE 11/07/05 P6,04t CERTIFICATE OF OCCUPANCY City of Port Angeles Max. Occupancy Budding Division 13 This Certification issued pursuant to the requirements of Section 301 of the International Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating Building construction or use. For the following Use Classification. Business Building Permit No. 05-379 Business Name Tinv Bubbles. Group: B Type of Construction: V -N Use Zone: 'CA Owner ofBuiness: Shell ev Van Cleave. ,address: 4200 S. Cedar Mill Rd. Port Angeles, WA. 98382 Building Address: 1130 E. FronfliStreet, Port An:?eles. WA. 98362 r w :.a• c"k',r ¢: `k 1y November 3, 2005 Building O icial'rs $4 _ yCf; Date Post on the premises in -a conspicuous place No. 41 Shall not be removed except by Building Official 10 Structural Design for Bill VanCleave 1130 E Front St. Port Angeles, WA 98362 �i �'t„ '•1 `F I VWMS A- 01 1 4 SEASONS ENGINEERING, INC 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 4SEASONS ENGINEER/NG, INC. Jim Lierly City of Port Angeles PO Box 1150 Building Official Port Angeles, WA 98362 Subject. Scope of Engineering for - Structural Design Bill VanCleave 1130 E. Front St. Port Angeles, WA 98362 (360) 452-3023 - Fax (360) 4S2-3047 619 S. Chase Street ■ Port Angeles, WA 98362 October 25, 2005 Enclosed is the structural design of the Addition for Bill VanCleave At this time, portions of this structure that have been reviewed by the engineer include 1 Lateral Forces 2 Beams and Headers 3 Foundation by others Please give me a call if you need any additional information Sincerely Donna J Petersen P E Structural Design Bill VanCleave 1130 E. Front St. Port Angeles, WA 98362 DESIGN CRITERIA ELEVATION LESS THAN 625 FT SNOW LOAD GROUND= 25 PSF LIVE LOAD- = OFFICE = 50 PSF (3RD FLOOR) RETAIL =100 PSF (1$T & 2ND FLOOR) DEAD LOAD =10 PSF (FLOOR) DEAD LOAD =10 PSF (ROOF) DEAD LOAD = 7 PSF (CEILING) 3 SEC GUST, Vas =100 MPH EXPOSURE C SEISMIC ZONE Dz SOIL BEARING =1500 PSF REFERENCES DESIGN STRESSES DOUGLAS FIR/LARCH #2- 2 & 4 x Fb = 900 PSI Fv = 95 PSI E=1 6 (10)6 PSI DOUGLAS FIRILARCH #1- 2 & 4 x Fb =1200 PSI Fv = 95 PSI E=1.8 (10)6 PSI HEM FIR #2- 2 &4x Fb = 850 PSI Fv = 75 PSI E=1.3 (10)6 PSI GLU-LAM BEAMS 24F -V4 Fb= 2400 PSI (T) BOTTOM Fb=1850 PSI (T) TOP Fv=165 PSI E=1 8 (10)6 PSI (1) INTERNATIONAL BUILDING CODE 2003 (2) TIMBER CONSTRUCTION MANUAL 3RD ED by AITC (3) CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG -TIE (4) WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 (5) NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1997 (6) ROSBORO-APA WOODCAD, VERSION 1 1 by ROSBORO GLULAM RESOURCES 2000 (7) RISA -213 RAPID INTERACTIVE STRUCTURAL ANALYSIS — 2-DIMENSIONAL VERSION 5.5 2001 General Notes 1 Ground snow load = 25 PSF 2. Maximum soil bearing capacity =1500 PSF 3. Seismic Zone D2. 4 Wind, VFa = 80 MPH, 3 second gust, Vas =100 MPH, Exposure 'C' 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong -Tie Company San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBG approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate snow load in note 1 and appropriate snow drifts as noted in the URC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to 0360. Total load deflection will be limited to 0240. 7 Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 11 Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. Wood Framing Notes (The Following apply unless shown on the plans) 1 All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2003 I.B.C. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 2304.9.1 of the 2003 I.B.C. 3. All structural framing lumber such as 2x_ joists, and rafters to be Douglas Fir No. 2, Spruce/Pine/Fir No. 2, or Hem/Fir No. 2 kiln dried. 4 All 2x_ studs and blocking to be Douglas Fir construction, Spruce/Pine/Fir construction, or Hem/Fir construction grade. 5. All structural posts to be Douglas Fir No. 2 kiln dried. 6. All structural headers to be 4x,_ - Douglas Fir No. 2 kiln dried. 7 All Glu -lam beams to consist of Douglas Fir kiln dried 24F -V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather and/or moisture shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather and/or in ground contact shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. U1 10. 12. 13. 14. 15. 16. 17 18. 19. 20, 21 Framing connectors, nails, bolts, and other fasteners in contact with pressure treated wood shall have the following finishes: Wood Treatment I CCA -C and DOT Sodium Borate (SBX) I ACQ-C, ACQ-D, CBA -A, CA -B, Other Borate (Non -DOT) Steel Ammoniacal Copper Zinc Arsenate (ACZE) and other pressure treated woods. Finish I Galvanized, 0.60 ozlft` ! Post Hot -Dip Galvanized, ZMAX galvanized, I! 1.85 oz/ft2 , or SST300-Stainless Steel SST300-Stainless Steel When using Stainless Steel or hot -dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot -Dip Galvanized metals will occur Individual members of built-up posts and beams shall each be attached with 16d spikes at 12' o.c. staggered. All columns in framed walls to be well nailed into adjacent framing in order to resist lateral movement. Provide solid blocking for wood columns and multiple studs through floors to supports below Provide 4x10 headers, or double 2x10 headers over and double studs each side of all openings In stud bearing wails not detailed otherwise. Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings in non-structural stud walls not detailed otherwise. At joist areas: Provide solid blocking at bearing points. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise Toenail joists to supports with 2-16d nails, 2 10d box nails for TJI joists. Attach all beams at the roof exceeding 8'0' In length with Simpson ST 292 strap each end. Attach joists to flush headers and beams with Simpson 'U' series metal joist hangers to suit the joist size. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12' o.c. staggered, unless otherwise noted in the shearwall schedule. 22. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails @ 6' o.c. to framed panel edges and over stud walls shown on the plans @ 12' o.c. to intermediate supports. Provide approved plywood clips @ 16' o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d @ 12' o.c. unless otherwise noted in the shearwall schedule. 23. Provide continuous solid blocking at mid -height of all stud walls over 10' In height unless wall is blocked per shear wall note. 24 Plywood wail sheathing for noted shear wails shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes. 101 J Mark Sheeting Fastener spacing 0 all edges (Blocked) 3/4 CDX 10d 0 6' OC OPLYWOOD SHEAR WALL SCHEDULE 5d cooler -0.086"dia X 1-5/8" min. 2-10d 0 Ys X 10' O3/4' CDX 10d 0 4" OC Anchor Bolts doubled stud sollcina PLYWOOD backln size g 2 SIDES or 0 one side both sides one side both sides 1/2' CDX 10d 0 4" OC J O plywood THRU Y2 SIDING for taming 0 24" 8d O 4' OC 10dstud 012 for stud framing 016' 2x TO FRAMING Bd 0 6" OC 2x 10d 0 6" OC O1/2" CDX THRU 1s SIDING for stud framin 016" plywood 8d 0 6. OC TO FRAMING SHEAR WALL SCHEDULE 5d cooler -0.086"dia X 1-5/8" min. 2-10d 0 Ys X 10' 1 7 bottom plate nailing & IntermediateFramin framing nail g I Anchor Bolts doubled stud sollcina spacing backln size g Sheeted Sheeted Sheeted Sheeted or 0 one side both sides one side both sides I 2x 4"OC 10d O 12" OC 5d cooler -0.086"dia X 1-5/8" min. 2-10d 0 Ys X 10' for stud framin 016" I 10 box —0.128"dia X 3 mfn. 12'OC 0 36" O.C. 15 GA. staple-0.072'dia X 1-1/2" min. 3.2-10d 10d 0 12" OC or 0 for stud faming 0 16" OBL.2x 4"OC 10d 0 6' OC for taming 0 24" 2-16d 10dstud 012 for stud framing 016' 2x 0 10"OC Bd 0 6" OC 2x for stud framing 024' 8d 012" OC 2-16d 0 for stud framin 016" 12"OC Maxlumum Notes allowble shear 320 PLF $ 3, 6 2, 3, 5, 6 S2" X10" 960 PLF SPECIFIED 350 PLF 2, 3, 4, 6 240 PLF 2, 3, 6 480 PLF Notes: 1 ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS, FASTERNERS SHALL MEET THE FOLLOWING CRITERIA 8d common 0.131 "dia X 2-1/2 min. 5d cooler -0.086"dia X 1-5/8" min. 10d common 0.148"dia X 3"m1n. 8d box —0.113"dia X 2-1/27min. 5d GWR -0.086'dla X 1-5/8' min. 6d cooler -0.092"dla X 1-7/8" min. 10 box —0.128"dia X 3 mfn. 6d GW8 -0.092"dia X 1-7/8" min. 16d common—0.162'dia X 3-1/2" min. 15 GA. staple-0.072'dia X 1-1/2" min. 2• PROVIDE APA RATED SHEATHING PLYWOOD OR OSB APA RATED SIDING 303 OF INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER NOTE 1. 3. SPECIFIED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2' OR 3" FRAMING (PER THE TABLE) INCLUDING FOUNDATION SILL PLATES, VERTICAL FRAMING, AND BLOCKING PANELS MAYBE INSTALLED EITHER HORIZONTALLY OR VERTICALLY (SEE NOTE 4 FOR EXCEPTION). NAILS SHALL BE STAGGERED FOR 3" FRAMING. 4. 7/16' OSB MAY BE SUBSTITUTED FOR 1/2" CDX PLYWOOD IF FRAMING IS SPACED AT 16" ON CENTER, OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS FOR FRAMING SPACED AT 24" (BLOCKED). 5. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3—INCH NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. 6. NAILS TO BE DRIVEN FLUSH WITH SHEATHING. DO NOT OVER DRIVE NAILS. 7 ALL SHEAR PANELS SHALL BE BLOCKED. DATE. OCTOBER 2005 ' VA N CL EA VE SCALE. NONE SHEARWALL 4SEASONS DRAWN BY DJP N 0 TES ENG/NEER/NG, INC (360) 452-3023 CHECKED 619 S. Chase St. Port Angeles, WA 98362 SHEET LP Bill Van.Cleave 1130 E. Front St, Port Angeles-, WA 98362, 2003 IBC WIND ANALYSIS BUILDING DESCRIPTION FIRST FLOOR = SECOND FLOOR = THIRD FLOOR = '/z ROOF HEIGHT = AVERAGE HEIGHT OF BUILDING A 2.4 WIND EXPOSURE ,C WIND SPEED 100 MPH ROOF PITCH 3.5 P, _ XIWP:30 P, _ X IwP.3o AREA A, p530 = AREA B ps30 = AREA C ps30 = AREA D ps30 = AREA E, ps30 = AREA F ps30 = AREA G, ps30 = AREA H, ps30 = E oh G oh COMPONENTS ZONE 1 100sgft ZONE 2, 100 sqft ZONE 3, 100sgft EAVES Z3 )L= IW= AREA 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.361 1.36 1.361 1.361 1.36 1.361 3 121 1 1 1 1 1 1 1 1 1 48 1 1 1 1 WIDTH 40 8.7 7,4 1 26 3 16.26 LC1 Ps3o = 22 -5.8 14.6 3.2 191 13.3 13.3 10.1 -26.7 -20.9 LENGTH LEAST DIM .241 241 )03 IBC SEISMIC ANALYSIS SIMPLIFIED BASE SHED S1 0.50 Ss 1.25 SITE CLASS D 14,5 19.77 Fv 1.50 -21 28.64 Fa 1.00 M 2A=l 6.0 Sm1 075 -38:1; -51.96 Sms 1.25 Sd1 0.50 Sds 0.83 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY D LC1,P, = LC2,P00 = LC2,P3 = RESPONSE MODIFICATION FACTOR 61/2 30.00 22 30.00 SEISMIC BASE SHEAR COEFFICIENT=� 0 154 7.91 -5.8 7.91 CONNECTION OF SMALL ELEMENTS 19.91 14.6 19.91 SHEAR COEFFICIENT= 0.111 -4.36 3.2 -4.36 HORIZONTAL DIAPHRAGMS -26.05 191 -26.05 SHEAR COEFFICIENT= 01667 18.14 13.3 18.14 BEARING AND SHEAR WALL 18.14 13.3 18.14 OUT OF PLANE WALL FORCES 13.77 10.1 13.77 SHEAR COEFFICIENT= 0.3333 -36.41 -26.7 -36.41 MASONRY AND CONCRETE OUT OF PLANE -28.50 -20.9 -28.501SHEAR COEFFICIENT= 1 0.6667 14,5 19.77 -9.77 117.297 LONGEST TRUSS @ 2 FT OC -21 28.64 18.64 223.671 EAVES -33.2 -45.28 35.28 ROOF DEAD LOAD -38:1; -51.96 -41.96 0 TRUSS UPLIFT HURRICANE CLIP 24 0 10 3411 H1 M Bill VanCleave 1130 E. Front St. Port Angeles WA 98362 I LATERAL FORCE RESISTING SYSTEM WIND LOADS SEISMIC LOADS (AREA)(PRESSURE)/LENGTH = SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR SECOND AREA FT FT PSF LBS FT PLF AREA FT PSF COEFF LBS PLF WALL A A 6.0 , ` '12,1 30.00 ROOF 11,0 17 B 6.0 2.4 7.91 FLOOR 4.2 17 C 4.0 , 12.1. 19.91 WALL 46 8 D 4.0,". -4.36 2986.1 24 1244 ETC. 7.5 8: 0.154 1411.9 58.8 WALL B A 30.00 ROOF 11,0 1,7 •, B 7.91 FLOOR 4.2 1C 10.0 12.1, 19.91 WALL $:0 8 D 1:0:0 2:4 -4.36 2304.5 24" 96.0 ETC 7.5 8 0.154 1411.9 58.8 WALL C A 6.0• -13.7 30.00 ROOF 13.0z,,'"',! 7 "" JB 7.91 FLOOR :5.0 17 1C 6.0, 13.7. ' 19.91 WALL S.0-, 8 D -4.36 4102.9 20° ' 205.1 ETC. 7.5 8,,,' 0.154 1323.1 66.2 WALL D A 6.0 13,7.;_, •. ';� 30.00 ROOF 13.0 j, X17 "I 7.91 FLOOR (;. .5,0 ) 17 C ' 6.0' , ;, '1.3 .7 ' 19.91 ' WALL 8.0 8 I D -4.36 1 4102.9 20' 205.1 ETC. �. 7.5 8' „• _'I 0.154 1323.1 66.2 LATERAL FORCE RESISTING SYSTEM WIND LOADS SEISMIC LOADS (AREA)(PRESSURE /LENGTH = SHEAR WALL TRIB WIDTH HEIGHT PS FORCE LENGTH SHEAR TRIB WIDTH DL SHEAR SHEAR SHEAR MAIN AREA FT FT PSF LBS FT PLF AREA FT PSF COEFF LBS PLF WALL A A 6:0 21.3 30.00 ROOF 11.0. 17 B 6.0 2.4:. _ 7.91 FLOOR "12.0 17 C 4,0 21.3" 19.91 WALL 8.0 8 D 416" J, 2.4 -4.36 5375.0 24 224.0 ETC. 24.4 8', 0.154 2400.7 100.0 WALL B A 30.00 ROOF 11.0` " 17 B -7.91 FLOOR 12:0 17 C 16.0:..... 14.8 , : 19.91 WALL 8.0" 8 D 16:0" 3.0:,, • -4.36 4505.5 24. 1877 ETC 244 " , ,8 0.154 2400.7 100.0 WALL C A 6:0. 21,3 30.00 ROOF 13.0, 17 B ...., -7.91 'FLOOR 10':0 17 C „ '6.0 21-.3.,, • 19.91 WALL 8.0 8, D �_ _ _ . -4.36 6379.0 �' 20 319.0 ETC. ' 29.2" 8 0.154 1 2118.8 105.9 WALL D JA 6:0; 21.3 + 30.00 ROOF 13.0 17 , B 7.91 FLOOR 10:0 ,• 17 1C I 6.0 �, 21.3 19.91 IWALL 8.0. ID _ '�'.. 4.36 6379.0 � _ `20 , 1 319.0 JETC. 29.2, 0.154 ' 2118.8 � 105.9 I Bill VanCleave 1130 E. Front St. Port Angeles, WA 98362 99 PERFORATED SHEAR WALL DESIGN WALL DL IROOF DgFLOOR DL ' I X516......... 17 :. 15 Level SECOND WIND SEISMIC OVERALL MINIMUM PIER RESISTANCE DESIGN SHEAR TRIB TRIB WALL SHEAR SHEAR HEIGHT WIDTH HEIGHT WIDTH MAX OPENING % OF WALL % OF FULL ADJUSTMENT SHEAR WALL ROOF FLOOR UPLIFT PANEL PLF PLF FT FT FT FT HEIGHT (FT.) HEIGHT HEIGHT SHTHG. FACTOR PLF TYPE FT FT LBS. WALL A 124.4 58.8 24 A 124.4 58.8 8 24 ,. - 5. W 63 ........,... 0:6Z� ` ':�i �,... �. 0.78 170.5 1 s _ . ...3 .�• 1357.5 WALL B 96.0 58.8 24 1 A 96.0 58.8 8 ?24 i 0, zt 0 1.00: 1.00 68.6 1 480.2 •.,,. WALL C 205.1 + 66.2 20I I I I A 205.1 66.2 _. 20 ; £ 4:5, 8 56 0.$2r 0.89 201 4 1 1926.1 WALL D I I 205.1 I 66.2 20I I I I I I I I I I I A 1 205.1 66.2 1 { 8 20� m 4. , 1 50 0.87 241 7 1 I;.,... h ) 2311.4 Level MAIN I WIND I SEISMICI OVERALL I MINIMUM PIER I I 1 I RESISTANCE I DESIGN I SHEAR I TRIB TRIB WALL I SHEAR I SHEAR I HEIGHT WIDTH I HEIGHT WIDTH I MAX OPENINGI % OF WALL I % OF FULL I ADJUSTMENT I SHEAR I WALL I ROOF FLOOR UPLIFT IPANELI PLF I PLF I FT FT I FT FT I HEIGHT (FT.) I HEIGHT I HEIGHT SHTHG.I FACTOR I PLF I TYPE I FT FT LBS. WALLA I I 224.0 I 100.0 I 241i1 I I I I I I 1 A 1 1343.8 1 600.2 I 8 41', 0 1.00 1 959.8 1 (2 SIDES) 211"" 10702.0 WALL B I I 1877 I 100.0 241 .. .". , A I 3817 I 203.4 1 8 3.3I .....- -' . _ I r , ... i 0 t _ ., I 0 I ..> .. '.t1.00 ...... I 1.00 I 272.6 1 2 1 _. ,. .. 3013.7 B 09. 1654.7 8 j1 ., u... 25 0:81 " 1.00 I 272.6 I 2 L ..._. -... .. .. . _.M 28977 WALL C I I 31 I 105.9 I Iy,.2;t... 1 zD1 I: I A 319.0 105.9 8 204 5 56 0:82 0.89 1 313.2 1 1 1 ^ 1 1 3177.5 WALL D I I 319.0 I 105.9 I I 201 1 I 1 I I I 1 1 A 319.0 105.9 8 20` i `rv'' 0: 1Y. 0 1:0 0 ` I 1.00 227.8 I I 1 I I�.s 1 2311.6 e ........ _I .. 99 014', J, or - N t v b C-06VO_OW WAIL" - W'Q U -t r , 0 (51 3 '�Ov I N A /9 'r, itto PU � / r -Q+ Nw CL 00 X DAM 2 SEASONS SCALE: vo M.RAWAW--v DRAWN - ENGINEERING, INC. (360) 4.52-3023 CHECKED: 619 S Chase St Port Angeles, WA 98362 1.11T e0 OF A. nu?� UP i IV C) UD DAM /0 SCALE, SEA ONS PRAWN .1 T--) ENGINEERING, INC. (360) 452-3023 c-EcKe.: 619 S Chase St Port Angeles, WA 98362 SHEET varl 0 1 ga OF 7 HEADER of SECOND FLOOR 6'WINDOWS-Quick Beam Eagle Point Project: 1130 E. FRONT ST Job BILL VANCLEAVE Client: BILL VANCLEAVE Input Data ,C Left Cantilever* None Main Span: VY Check for repetitive use? No Tributary Width: 0' Dead Load: 0 psf Live Load: 0 psf Allow LL Deflection: U360 Allow TL Deflection: U240 (3 in Maximum) Eb. 1600000 psi F, 180 psi User Defined Loads Page 1 14 10*01 10/27/05 Designed by, Donna Petersen Checked by. Right Cantilever* None Slope: 0 Snow Load: 0 DOL. 1 150 Fb- 900 Psi Reactions and Bearing _n, 0. 1.5 275312 6'3' 1.5 2753.12 Self -weight of member is not included. Member has an actuaVallowable ratio in span I of 71 le%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live+Snow Condition I Maximum hanger forces: 2753.12 lb (Left) and 2753.12 lb (Right). Program Version 8.2 12/17/2004 i tg,,, fi 4-4441 A; ZVI'- "'Ad,#t, jfio W, 7RF Dead Uniform 01 6-3' 306 Snow Condition I Uniform 01 7- 325 Floor Live Uniform 01 7- 250 Design Checks 1 n Max. Value 2751112 804419 7474 -0.0416 -0,0637 Allowable % of Allow 421903 65 le 1138.5 71 le 207 36 ke 0.2083 19 Ie 0.3125 20 110' Location 01 3'1 1/2' 65-3/4' 3'11/2' 3'11/2' Reactions and Bearing _n, 0. 1.5 275312 6'3' 1.5 2753.12 Self -weight of member is not included. Member has an actuaVallowable ratio in span I of 71 le%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live+Snow Condition I Maximum hanger forces: 2753.12 lb (Left) and 2753.12 lb (Right). Program Version 8.2 12/17/2004 HEADER @ SECOND FLOOR 6' WINDOWS WEST WALL -Quick Beam Eagle Point Page 1 Project: 1130 E. FRONT ST 14:2813 10/27/05 Job BILL VANCLEAVE Designed by- Donna Petersen Client: BILL VANCLEAVE Checked by' Input Data ,w`�""`.��!fn'.�t�' '' 1�,<�.�'�4,l137• ,,�� _ �4si�...�%,G���,.,'�"t'..�.;��f��i..�!I�aa�''�»� ���.�Na�yc.:, .',�e�: _�':zGu,,. .ate Left Cantilever None Main Span: 6'3' Right Cantilever- None Check for repetitive use? No Tributary Width: 0' Slope: 0 Dead Load: 0 psf Live Load: 0 psf Snow Load: 0 Allow LL Deflection: U360 Allow TL Deflection: U240 DOL. 1 150 (3 in Maximum) Eb. 1600000 psi F,,. 180 psi Fb. 900 psi User Defined Loads ..C121S�..; ii,�'ii ;4k;.2 :asci§ s X2 ' �a.Awk Dead Concentrated 2'2' 612 Snow Condition 1 Concentrated 2'2' 650 Floor Live Concentrated 27 500 Dead Concentrated 4'1 612 Snow Condition 1 Concentrated 4'1 650 Floor Live Uniform 4'1 0' 500 Design Checks ,'T..RI.., °a.f° r� Max. Value 1588.67 643.668 57.249 -0.0291 -0.0489 Allowable 4219.03 1138.5 207 0.2083 0.3125 % of Allow 38 ke 5711 2810 13 be 15 V Location 0' 27 9-1/4' 3'31/32' 3'31/32' Reactions and Bearing r W.. ' wr .;xis 1 �'��"s'�" .•,:.C; 0' 1.5 1588.67 + M fa a- 6'3' 1.5 1435.33 Self -weight of member is not included. Member has an actuaUallowable ratio in span 1 of 57 V%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live+Snow Condition 1 Maximum hanger forces: 1588.67 Ib (Left) and 1435.33 Ib (Right). Program Version 8.2 12/17/2004 13 HEADER @ FIRST FLOOR 3'8" WINDOW WEST WALL -Quick Beam Eagle Point Project: 1130 E. FRONT ST Job. BILL VANCLEAVE Client: BILL VANCLEAVE Input Data Left Cantilever* None Main Span. 3'11 Check for repetitive use? No Tributary Width: 0' Dead Load: 0 psf Live Load: 0 psf Allow LL Deflection: U360 Allow. TL Deflection: U240 (3 in Maximum) Eb. 1600000 psi Fv. 180 psi User Defined Loads Page 1 14 38 03 10/27/05 Designed by- Donna Petersen Checked by - Right Cantilever None Slope: 0 Snow Load: 0 DOL. 1.000 Fb. 900 psi Pr° 7 LiialCai}5":�C ." 4 "P 400'"01,40" ;i,, V;Lo!4�a`{t 'bTI..;.T�eft §3t 1 "LV.; �: a w. • Y 'nl �1Ia, kyr: gtart; i' !f o d n «Sw ,:1;. .. 1t .,a... .i : H -0.1431 Allowable d°:"�e`2 '}+.' �ISF U8R�'w 114 Dead Concentrated 1'5' 99 le 255)f 3351 48 lir Floor Live Uniform 0' 4' 1200 1'10-21/32' Dead Uniform 0' 48' 268 Design Checks �.a y4,, � ;.?�,: pti ,r.�' - .:.�� .kr';��. ,,��. � � :�; ��•u,�lk k� :��ix 'bTI..;.T�eft Max. Value 5013.77 297771 263.087 -0.0635 -0.1431 Allowable 50647 1170 180 0.1306 0.1958 % of Allow 99 le 255)f 146)( 48 lir 73 V Location 0' 115' 5-1/2' 1'10-21/32' 1'10-21/32' Reactions and Bearing ;S�JR0 4y`Lo�atonnrnRQt ainy 0' 1.801 5013.773'11 1.5 4086.9 Self -weight of member is not included. �`� to p I t` ! S I Member has an actual/allowable ratio in span 1 of 255 X%. Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. no. Maximum hanger forces: 5013.77 Ib (Left) and 4086.9 Ib (Right). �"� G.. �► Program Version 8.2 12/17/2004 14. a HEADER @ FIRST FLOOR 318" WINDOW WEST WALL -Quick Beam Eagle Point Project: 1130 E. FRONT ST Job BILL VANCLEAVE Client: BILL VANCLEAVE Input Data User Defined Loads Page 1 14 39,42 10/27/05 Designed by Donna Petersen Checked by. Right Cantilever* None Slope: 0 Snow Load: 0 DOL. 1 000 Fb. 900 psi "00 44 Left Cantilever, None Main Span: 3'11 Check for repetitive use? No Tributary Width: 0' Dead Load: 0 psf Live Load: 0 psf Allow LL Deflection: U360 Allow TL Deflection: 0240 (3 in Maximum) Eb- 1600000 psi F, 180 psi User Defined Loads Page 1 14 39,42 10/27/05 Designed by Donna Petersen Checked by. Right Cantilever* None Slope: 0 Snow Load: 0 DOL. 1 000 Fb. 900 psi "00 44 f '00 A Vt A Max. Value 5013.77 7 Dead Concentrated 115. 3351 50647 99 ke Floor Live Uniform 01 4' 1200 Location Dead Uniform 01 48' 268 110-21/32' Design Checks 41 f "So4r, 11!L,000 Max. Value 5013.77 711 711 107778 -0.0074 -0.0167 Allowable % of Allow 50647 99 ke 900 79 ke 180 60 It 0.1306 5 of 01958 8 V Location 0. 115. 111/4' 1110-21/32' 110-21/32' Reactions and Bearing 01 1.801 5013.77 Tl 1 1.5 4086.9 Self -weight of member is not included. Member has an actual/allowable ratio in span 1 of 79 New Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live. Maximum hanger forces: 5013.77 lb (Left) and 4086.9 lb (Right). Program Version 8.2 12/17/2004 115 FLOOK BEAM -Quick Beam Eagle Point Project: 1130 E. FRONT ST Job- BILL VANCLEAVE Client: BILL VANCLEAVE Input Data A/ Left Cantilever- None Main Span: 6'6' Main Span: 4' Check for repetitive use? No Tributary Width: 0' Dead Load: 0 psf Live Load: 0 psf Allow LL Deflection: U360 Allow TL Deflection: U240 99 ke (3 in Maximum) Et, 1600000 psi F 180 psi User Defined Loads 40 -4 0,11,0440. Floor Live Dead Design Checks Uniform 0. Uniform 0. Reactions and Bearing 69.46 180 39 V 5'6-3/4' Page 1 15 11 58 10/27/05 Designed by- Donna Petersen Checked by - Right Cantilever, None Slope: 0 Max. Value 5433.62 -402.607 Allowable 5488.79 894.267 % of Allow 99 ke 45 ke Location 6'6' 66' Reactions and Bearing 69.46 180 39 V 5'6-3/4' Page 1 15 11 58 10/27/05 Designed by- Donna Petersen Checked by - p' L -0.0201 -0.0231 0.2167 0.325 9 ke 7V 2'11-2/2' 2'11-2/2' A I I RooV 0. 1.5 2156.67 6-6- 1,951 5433.62 10'6' 1.5 < ---E Self -weight of member is not included. C.,4 L) 0 - Member has an actual/allowable ratio in span 1 of 45 ke%. t o Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live w/Pattern Loads-- Maximum hanger forces: 2156.67 lb (Left) and 1335.53 lb (Right). no10� Program Version 8.2 12/17/2004 r Lup4z ID011b A IS a`*/k) J , 1, L . 11 (a A 'bTtCL 1% / � Right Cantilever, None Slope: 0 Snow Load: 0 DOL. 1000 Fa. 900 psi 4 A t 0 :ply 675 115 p' L -0.0201 -0.0231 0.2167 0.325 9 ke 7V 2'11-2/2' 2'11-2/2' A I I RooV 0. 1.5 2156.67 6-6- 1,951 5433.62 10'6' 1.5 < ---E Self -weight of member is not included. C.,4 L) 0 - Member has an actual/allowable ratio in span 1 of 45 ke%. t o Design is governed by bending fb/Fb. Governing load combination is Dead+Floor Live w/Pattern Loads-- Maximum hanger forces: 2156.67 lb (Left) and 1335.53 lb (Right). no10� Program Version 8.2 12/17/2004 r Lup4z ID011b A IS a`*/k) J , 1, L . 11 (a A 'bTtCL 1% / � PREPARED 10/10/05 13 29 16 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 10/10/05 ADDRESS 1130 E FRONT ST SUBDIV CONTRACTOR PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30 00 7 1 0210 0000 APPL NUMBER 05 00000620 COMM REMODEL PERMIT BPC 00 BUILDING PERMIT COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ELM O1 8/01/05 JLL BUILDING FOUNDATION MONO SLAB 8/01/05 AP 08/01/2005 08 36 AM DYASUMUR 08/01/2005 03 24 PM JLIERLY BL9 01 -�10r10/f`05 JLL BUILDING SHEARWALL TIME 17 00 '- ► 10/10/2005 08 36 AM PBARTHOL 1111 ���- ���`���-���1 ���J BILL 461 2550 THERE ARE 2 PERMITS FOR THIS SO WE NEED TO KEEP TRACK OF INSPECTIONS ON BOTH COMMENTS AND NOTES Gik-, r S W 145 Vl Cis- Q CITY OF PORT ANGELES V�1�N DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 05 00000776 Date 9/02/05 Application pin number 644856 Property Address 1130 E FRONT ST ASSESSOR PARCEL NUMBER 06 30 00 7 1 0210 0000 Application type description COMM ADDITION Subdivision Name Property Use F°�4f—Et? Property Zoning COMMERCIAL ARTERIAL Application valuation 1450 17112-106`! Owner Contractor VAN CLEAVE SHELLEY M OWNER 4200 S CEDAR MILL RD PORT ANGELES WA 98362 Other struct info TOTAL % LOT COVERAGE 18 00 NUMBER OF STORIES 2 00 EXISTING LOT COVERAGE 850 00 LOT SIZE 7000 00 PROPOSED LOT COVERAGE 1260 00 TOTAL LOT COVERAGE 1260 00 NUMBER OF UNITS 1 00 Permit BUILDING PERMIT COMMERCIAL Additional desc Permit pin number 59014 Permit Fee 77 50 Plan Check Fee 50 38 Issue Date 9/02/05 Valuation 1450 Expiration Date 3/01/06 Qty Unit Charge Per Extension BASE FEE 47 00 10 00 3 0500 HND BL -501 2K (3 05 PER C) 30 50 Special Notes and Comments The Fire Department has reviewed the project application and has no comments 08/29/2005 12 11 PM SROBERDS The proposal will result in an addition to a retail use in the Commercial Arterial zone The addition will not eliminate off street parking No land use issues are noted MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and electrical permits are required 08/24/2005 11 55 AM JHEBNER - $0 Connect Fee 08/24/2005 11 56 AM JHEBNER Any modifications to the electrical facilities will be at the customer s expense 08/24/2005 11 56 AM JHEBNER 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 77 50 77 50 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 as 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. / Signature of Contractor or Authorized Agent Date r8ignature of Owndr (if owner is builder) Date T•\Policies\1 102_15 building permit inspection record05 wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE I ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS I FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE I BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS/ GIRDERS SHEAR WALUHOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR ' INSULATION SLAB WALL/ FLOOR / CEILING MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE WOOD STOVE/ PELLET/ CHIMNEY COMMERCIAL HOOD/ DUCTS F MANUFACTURED HOMES i FOOTING / SLAB I! BLOCKING & HOLD DOWNS I SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKINGlLIGHTING ESA LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY[USE RESIDENTIAL DATE YES NO COMMERCIAL ELECTRICAL LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W / PW/ CONSTRUCTION R W ENGINEERING 417-4847 PW / ENGINEERING { FIRE 417-4653 I ( FIRE DEPT PLANNING DEPT 417-4750 I PLANNING DEPT BUILDING 417-4815 { BUILDING T-1Policies11102_15 building permit inspection record05.wpd (1/4/2005] DATE ACCEPTED YES I NO 197) CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 05 00000776 Date 9/02/05 Application pin number 644856 Plan Check Total 50 38 50 38 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 132 38 132 38 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 ifconstruction or work is suspended or abandoned for a period of 180 days after the work as 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. Signature of Contractor or Authorized Agent T-\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] Date Signature of Owner (if owner is builder) Date BUILDING PERMIT INSPECTION RECORD 06--776 CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4847 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COYER, INSULATE OR CONCEAL ANY WORKBEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS i I 1 YES r NO I FOUNDATION: FOOTINGS I WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR / SLAB i ROUGH -IN 1 WATER LINE (METER TO BLDG) GAS LINE 1 BACK FLOW / WATER AIR SEAL WALLS 1 !!! CEILING I li FRAMING JOISTS/ GIRDERS SHEAR WALLMOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T BAR INSULATION SLAB I W ALL / FLOOR/ CEILING MECHANICAL HEAT PUMP / FURNACE / DUCTS , GAS LINE WOOD STOVE / PELLET / CHIMNEY COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING / SLAB i BLOCKING & HOLD DOWNS 1 SKIRTING i PLANNING DEPT SEPARATE PERMIT #'s I I SEPA. I PARKING/LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY[USE RESIDENTIAL I DATE YES NO COMMERCIAL DATE ACCEPTED I YES NO ELECTRICAL LIGHT DEPT 417-4735 ! ELECTRICAL LIGHT DEPT CONSTRUCTION R.W / PW/ CONSTRUCTION R.W ENGINEERING 417-4807 I PW / ENGINEERING FIRE 417-4653 I i FIRE DEPT PLANNING DEPT 417-4750 I ( PLANNING DEPT BUILDING 417-4815 BUILDING jq1j7-,t6 �7W I T-\Policies11102_15 building permit inspection record05.wpd [1/4/2005} POP FOR OFFICIAL USE ONLY BUILDING PERMIT - APPLICATION Al)aieRiec. Fill out COMPLETELY and in INK Your 2pplicatior and site plan ATUST BE COMPLE4TEto he accepted for review If you have an q nestions. call Date Approved. PEPITlIITS (360) 417-4815 FAX(360)417-4711 Date Issued: 9 I- - Applicant or Agent: � 1W V 1 .}xUje- 'r,, Phone -HSZ-6oN Owner- S� Q-\\-" Q" \j i) V\-, C Le- Pk V Phone. ' N (i i\ O -Z Cit)'. L'i Address. 4i c'3 C zip ATchitect/Enganecr- Phone: Contractor U NV 241, State License # Exp Phone Address City. zip PROJECT ADDrmss )V� zONING LEGAL DESCRIPTION Lot: Block: Subdivision. CLALLAM COUNTY PARCEL NUMBER. D 6 0 0 Credit Card Holder Name: Billing Address: city Credit Card Type VISAMC4 Exp. Date: TYPE OF WORK. SIZEIVALUATION El Residential El New Co= D Re -roof El Stove SF @ ISF 0 Multi -family 0 Addition El Move 0 Garage g SF @S /SF --E Conii=icia:17--� Remodel 11 Demolition 11 Deck SF @$ ISF 13 Repair D Sign D Other TOTAL VALUATION $ BRIEF •DESCRIPTION OF THE PROJECT COMMERCIAL/RESIDENTIAL. Occupancy Group Occupant Load. No of Stones:a Lot Size: Existing Sq. Ft. _C6 1 (0) & Proposed Sq. Ft. Total lot coverage ) �( %. PLANNING USE ONLY ESA/Wetland(s). El Yrs 0 No SEPA Checklist required? 13 Yes 0 No Other Construction Type - Y =TOTAL Sq Ft.—Lqj-., '_0 APPROVALS. PLAN BLDG- DPV,TU FIRE 0 TBE R._ VALUATION OF CONSTRUCTION In all cases, 2 valuation amount must be entered by the applicant. This figure will be reviewed and may be revised bythe Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE IF a plan check fee'is due it must'Ve submitted at the time the building perrutf application and construction plans are. submitte.d. All other permit fees are due at the tune of permit issuance. EXTIRZATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire, The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI 05.3.2 of the international Building/Residental Code, 2003) No application can be extended more than once. hereby certify that I have read and examined this applic tion and k the same to be true and correct, / am authorized to apply for this permit and .... s app" 9 W ee"eEIrmit re rAadire understand that it is my responsibility togine a p mits a iced ,not the City's, and that I must obtain permits prior to work. P11 T-ToliciesM 1102 13 wpd Appl� Date. ��J q L, ­T' �, l (3968 DHA) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR TOP CHORD 2x6 HF 1650f 1 5E ROOF OVERHANG SUPPORTS 2 00 PSF SOFFIT LOAD BOT CHORD 2x6 HF 1650f 1 5E WEBS 2x4 HF Stud W3 W5 2x6 HF 1650f 1 5E CALCULATED HORIZONTAL DEFLECTION IS 0 16 DUE TO LIVE LOAD AND 0 10 DUE TO DEAD LOAD COLLAR TIE TO BE BRACED WITH 1X4 STRESS RATED CONTINUOUS BC ATTIC ROOM LOADING LL = 40 00 PSF DL = 10 00 PSF LATERAL BRACING AT 24 OC OR PROPERLY ATTACHED RIGID CEILING DEFLECTION MEETS L/240 00 LIVE AND L/180 00 TOTAL LOAD W5X5 4 4 W8X8,i W8X80� 4J1 17,Yd W3X5 /0 W3X5 W3 W5 9 3 0 6 5 15 /O 17 44 17 44 1 � 1000 01 - W15X4 III W3X7 = W4X4 W3X7 = W15X4 III W3X5(Al) = W3X5(A1) 1 8 0 �-2 6 0+2 0 e= I- 5 5 0 aP 15 E 1_ 4 6 8 I, 5 5 8 I 5 S 8 �R=1282 W=3 5 20 0 0 Over 2 Supports L-1 L), a o r �I_2 0 8+2 6 0-� _t 4 6 8 _1 R=1262 W=3 5 PLT TYP Wave TPI 95 Deslq,n Criteria TPI(ST[) WA/ /1/ / / /F Scale = 25 /Ft **WARNING* TRUSSES REQUIRE EXTREME CARE IN FABRICATION HANDLING SHIPPING. INSTALLING AND BRACING REFER TO HIB i WAS,_ TIC LL 39 0 PSF 91 (HANDLING INSTALLING AND BRACING) PUBLISHED BY TPI (TRUSS PLATE INSTITUTE 583 D ONOFRIO OR SUITE 200 MADISON WI. 53719) FOR SAFETY PRACTICES PRIOR TO OF R E F R 7 1 1 7 35112 PERFORMING THESE FUNCTIONS UNLESS OTTO OTHERWISE INDICATED TOP CHORD SHALL HAVE PROPERLY ATTACHED 6 9 � D L 7 0 P S F DATE 10/15/98 STRUCTURAL PANELS BOTTOM CHORD SHALL HAVE A PROPERLY RIGID CEILING * IMPORTANT* FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR ALPINE ENGINEERED '4"f 10 0 PSF D R W PRODUCTS INC SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI OR FABRICATING HANDLING SHIPPING INSTALLING AND WAUSR7117 981015001 A L P I N E BRACING OF TRUSSES THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN y 27259 BC ILL 0 0 PSF I WA E N G / M R M SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI ALPINE'�•SS CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV STEEL EXCEPT AS NOTED APPLY CONNECTORS TO I� �`,1G T 0 T L D 5 6 0 P S F I S EON 5 9 -3 EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN POSITION CONNECTORS PER N=� DRAWINGS 160 A Z THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING I D U R F A C 1 1 5 Aline Engineered Products, Inc. P RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING THE 6-16-99 NI Tacoma, WA 98424 IS RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 1995 SECTION 2 SPACING 2 4 0 4 Y"O t RY ANGg�ES Tr 41�1 CETY F PO do�wucw ans speoff- TM Issuprice of this.per'mjt:liased'p* these plans, cat'sons, d il - not prevent the bitilding official all da 18 _sI all from th eafter requiring :the correction of• error$, in. said plans, specifications arfubt&r data, or from preventing building perati n being .carried on thereunder •when.iin- Maiabon, of all; -odes and' ordinances: of this jurisdiction. Ism rip i oval Acte EUIVE via iSeweu rod ri*.e--cP Irn' L Al. VIV, EUROORIVE, " www J J� Avnlicatinn Nj=bpr Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name a Property Use 1i Property Zoning Application valuation Owner CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 FAST STH STREET PORT ANGELES. WA 98362 336720 1130 E FRONT ST 06 30 00 7 1 0210 0000 COMM REMODEL COMMERCIAL ARTERIAL 3850 Contractor VAN CLEAVE SHELLEY M OWNER 4200 S CEDAR MILL RD PORT ANGELES WA 98362 Special Notes and Comments 07/25/2005 09 59 AM SROBERDS The proposal will add an additional 1260 s f to a structure in the CA for total lot coverage of 18% Setbacks are good No land use issues are anticipated Electrical load calculations and electrical permits are required $0 Connection Fee 07/20/2005 02 30 PM JHEBNER Any modifications to the City s electrical facilities will be at the customer s expense 07/20/2005 02 31 PM JHEBNER MAINTAIN CLEARANCES FROM SERVICE WIRES OVER ROOF Recommendation Relocate Service Entrance Public works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE Fee summary Charged Paid Credited 00 00 00 00 Permit Fee Total 78 70 78 "0 P-lan Check Total 00 00 Other Fee Total 4 50 4 50 Grand Total 83 20 83 20 COMMENTS/ACTION NEEDED 00 0 Extension 78 70 Due 4 50 00 00 00 00 a CA 141 Structure Information 000 000 Construction Type TYPE V NON RATED Occupancy Type BUSINESS OFF/PRO/MED/REST Permit ELECTRICAL ALTER COMMERCIAL Additional desc SIMPSON/ MOVE MTR WIRE ADDIT Permit pin number 56507 Sub Contractor SIMPSON ELECTRIC Permit Fee 78 70 Plan Check Fee Issue Date 8/03/05 Valuation Expiration Date 1/30/06 Qty Unit Charge Per 1 00 78 7000 ECH EL COM ALT 0 200 SRV FDR Special Notes and Comments 07/25/2005 09 59 AM SROBERDS The proposal will add an additional 1260 s f to a structure in the CA for total lot coverage of 18% Setbacks are good No land use issues are anticipated Electrical load calculations and electrical permits are required $0 Connection Fee 07/20/2005 02 30 PM JHEBNER Any modifications to the City s electrical facilities will be at the customer s expense 07/20/2005 02 31 PM JHEBNER MAINTAIN CLEARANCES FROM SERVICE WIRES OVER ROOF Recommendation Relocate Service Entrance Public works Utility Engineering has no requirements for this plan review Other Fees STATE SURCHARGE Fee summary Charged Paid Credited 00 00 00 00 Permit Fee Total 78 70 78 "0 P-lan Check Total 00 00 Other Fee Total 4 50 4 50 Grand Total 83 20 83 20 COMMENTS/ACTION NEEDED 00 0 Extension 78 70 Due 4 50 00 00 00 00 a CA 141 ELECTRICAL PERMIT INSPEC rJON RECORD t CALL 417A735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A NIIND" 24 HOUR NOTICE. IT IS UNLAWFUL TO COVET' INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES 1 NO DITCH ROUGH -IN / COVER SERVICE 9 -off FINAL GENERAL COMMENTS: Pw•1 102.15141 11-3-05 - X41 ROUTING SLIP �j� Certificate of Occupancy $47 00 Certificate/Inspection Fee W \ Y r�-gym 057-- 37�j DATE - �� ' V New Business (� Address of Proposed Business _ Transfer of Business Location Clh n Change of Ownership Applicant ���� P Y1) \ ,��P�� New Building dress 0C�lkArz, t 14�- Remodel Temporary Business Phone business +S home 7 � Change of Use Brief description of proposed business ��� ` VA b Legal Description Lot Block Subdivision Current Use of Property - Zoning Classification of Property- C A WILL THERE BE ANY OF THE FOLLOWING? YES NO THE FOLLOWING WILL BE REQUIRED Construction changes BUSINESS LICENSE �� Electrical changes &RIMITS Building 1) Taxi Mechanical (heating, cooling, stoves) 2) Plumbing 2) Peddlers Plumbing changes 3) Electrical 3) 2nd Hand Dealer New or relocated signs 4) Mechanical 4) Pawn Broker New septic tanks 5) Sewer 5) Dance New sewer service 6) Sidewalk installation 6) Hotel Motel Admission charged to patrons 7) Driveway installation 7) Fireworks Is this a home occupation? 8) Curb installation 8) Ambulance Excavation of filling of lots ! 9) Sidewalk obstruction 9) Tattoo shop Work done in City right-of-way v 10) Water meter installation 10) Other Is there sufficient off-street parking? _� 11) Fire New driveway openings 12) Occupancy A grading plan for site drainage 13) Sign (parking lots, downspouts, etc.) ��\� 14) Shoreline Are the existing streets paved? �1— 15) Home occupation Are there existing sidewalks? 16) Conditional use,/, Is there curb and gutter? 17) Other I740.(u Other I hereby apply for a Certificate of Occupancy and acknowl- edge that I have read this application and state that the Date information I have supplied is correct to the best of my knowledge Signed APPRO E REJECTED a Building Section Public Works Department Planning Department Fire Department City Clerk PB I.A. Comments / Conditions U,oF�FN CITY CF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . Application pin number . . . Property Address . . . . . . ASSESSOR PARCEL NUMBER: Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . Owner ------------------------ VAN CLEAVE SHELLEY M 4200 S CEDAR MILL RD PORT ANGELES WA 98362 05-00000620 Date 7/28/05 336720 1130 E FRONT ST 06 -30 -00 -7 -1 -0210 -0000 - COMM REMODEL COMMERCIAL ARTERIAL 3850 Contractor ------------------------ OWNER -------------------- -------------------------- Structure Information 000 000 ---------------------- Construction Type . . . . . TYPE V NON -RATED Construction Occupancy Type . . . . . . BUSINESS:OFF/PRO/MED/REST ---------------------- ----------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIA, Additional desc . . Permit pin number . 56184 Permit Fee . . . . 120.75 Plan Check Fee 78.49 Issue Date 7/28/05 Valuation . . . . 3850 Expiration Date 1/24/06 Qty Unit Charge Per Extension BASE FEE 92.75 2.00 14.0000 THOU BL -2001-25K (14 PER K) 28.00 ---------------------------------------------------------------------------- Special Notes and Comments 07/25/2005 09:59 AM SROBERDS --The proposal will add an additional 1260 s.£. to a structure in the CA for total lot coverage of 18%. Setbacks are good. No land use issues are anticipated. Electrical load calculations and electrical permits are required. $0 Connection Fee. 07/20/2005 02:30 PM JHEBNER ---------------------------- Any modifications to the City's electrical facilities will be at the customer's expense. 07/20/2005 02:31 PM JHEBNER ---------------- ------------ MAINTAIN CLEARANCES FROM SERVICE WIRES OVER ROOF. Recommendation: Relocate Service Entrance. 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 120.75 120.75 .00 .00 Plan Check Total 78.49 78.49 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 203.74 203.74 .00 .00 k4q 4� zg�A, 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 orwork is suspended or abandoned for a period of 180 days after the work as 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 reguiatingTonstruction or the performance of construction. Signature of Contractor or Authorized Agent Date giAature of Owner (if j e s builder) Date 'T:\Policies1.1102 15 buildingpennit inspection record05.\vpd [1/4/2005] `.N tj BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONI... CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL A1','3 WORKBEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE , ACCEPTED COMMENTS I ( YES I NO I FOUNDATION: FH9'FRdto'S YI c? AJ U S( A.3 WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR/SLAB ROUGH-IiN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW/ WATER 1 AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF/ CEILING DRYWALL (INTERIORBRACED PANEL ONLY) I T -BAR INSULATION SLAB WALL/ FLOOR / CEILING MECHANICAL HEAT PUNIP r FURNACE I DUCTS I GAS LINE WOOD STOVE 1 PELLET? CHIMNEY COMMERCIAL, ROOD / DUCTS 1 MANUFACTURED HOMES fFOOTING / SLAB I BLOCKING & HOLD DOWNS I SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s I I SEPA: PARKING/LIGHTING ESA: LANDSCAPING I SHORELINE: 1 FINAI. INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL, ELECTRICAL - LIGHI DEPT 417-4735 ELECTRICAL LIGI IT DEPT CONSTRUCTION R.1�,'. / P%Vr I # C:ONSTRUCTION - R.%V. il.NGINEIsRING 417-4807 I PW / ENGINEERING FIRE. 417-4653 I ( FIRL', DEPT. PLANNING I1EPT', 117-4750 � � PLANNING DEPT. IiUll DING 417-4815 I L BUILDING T:'A'olicies\I 102 15 huildingl7ermtt inspection recordtl5.wpd [1/4/20051 DATE I ACCEPTED YES NO Applicant OT Agent: i t i, y _ �� h t_Q Phone: Owner: �i i1 ¢��i f�► In► . � jA �r Q�^ Phone: L1 SZ__ ( 1 14..5 Address: t1f1 �_it��: 1 �c�f�', . , `.•iS41c?.� L} Zip:. Architect/ nglneer: ContractorADW+rnro-(2 State License #: Address: City: PROJECT ADDRESS:_ IN 30 - 9,0'� r� LEGAL DESCRIPTION: Lot: Block: CLALLATM COUNTY PARCEL NUNMER: Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: ❑ Residential ❑ New Constr. ❑ Re. -roof ❑ Multi -family X Addition ❑ Move Commercial ❑ Remodel ❑ Demolition ❑ Repair ❑ Sign BRIEF DESCRIPTION OF THE PROJECT: 3 gpaz. � C A&a 1r, —7U ��< City: Phone: Exp Subdivision: Phone: Zip: ti ZONING: Exp. Date: SIZE/VALUATION: ❑ Stove SF. @ $ /SF. _ $ ❑ Garage SF. @ $ /SF. _ $ ❑ Deck SF. @ $ /SF. _ $ ❑ Other TOTAL VALUATION COMMERCIAL/RESIDENTIAL:1,Occcupancy Group: Occupant Load: Construction Type: No. of Stories: _ �_ Lot Size: ����� t�) Existing Sq. Ft. ' &Proposed Sq. Ft. i r i = TOTAL Sq. Ft._121do_ Total lot coverage 1 Ci % ` PLANNING USE ONLY: APPROVALS: PLAN: BLDG: DPWU: ESA/Wetland(s): El Yes ❑ No SEPA Checklist required? ❑ Yes 13 No No Other: OTHER: VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and maybe revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI 05.3.2 of the International BuildingfResidential Code, 2003). No application can be extended more than once. 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that itis my responsibility to determine what permits are required , not the City's, and that / must obtain such permits prior to work. TA1Po1icieslBL-1102_?3.wpd Applicant: Date: BUILDING PERMIT - APPLICATION � � FOR OFFIC' USE ONLY Date T:ec. ��/� Permit #: (Poo Fill out COMPLETELY and in INK. Your application and site plan MUST BE t'` a COMI LETE to be accepted for review. If you have an), questions, call Date PProvedV PERMITS (360) 417-4815 FAX(360)417-4711 Date Tssued:T / � Applicant OT Agent: i t i, y _ �� h t_Q Phone: Owner: �i i1 ¢��i f�► In► . � jA �r Q�^ Phone: L1 SZ__ ( 1 14..5 Address: t1f1 �_it��: 1 �c�f�', . , `.•iS41c?.� L} Zip:. Architect/ nglneer: ContractorADW+rnro-(2 State License #: Address: City: PROJECT ADDRESS:_ IN 30 - 9,0'� r� LEGAL DESCRIPTION: Lot: Block: CLALLATM COUNTY PARCEL NUNMER: Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: ❑ Residential ❑ New Constr. ❑ Re. -roof ❑ Multi -family X Addition ❑ Move Commercial ❑ Remodel ❑ Demolition ❑ Repair ❑ Sign BRIEF DESCRIPTION OF THE PROJECT: 3 gpaz. � C A&a 1r, —7U ��< City: Phone: Exp Subdivision: Phone: Zip: ti ZONING: Exp. Date: SIZE/VALUATION: ❑ Stove SF. @ $ /SF. _ $ ❑ Garage SF. @ $ /SF. _ $ ❑ Deck SF. @ $ /SF. _ $ ❑ Other TOTAL VALUATION COMMERCIAL/RESIDENTIAL:1,Occcupancy Group: Occupant Load: Construction Type: No. of Stories: _ �_ Lot Size: ����� t�) Existing Sq. Ft. ' &Proposed Sq. Ft. i r i = TOTAL Sq. Ft._121do_ Total lot coverage 1 Ci % ` PLANNING USE ONLY: APPROVALS: PLAN: BLDG: DPWU: ESA/Wetland(s): El Yes ❑ No SEPA Checklist required? ❑ Yes 13 No No Other: OTHER: VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and maybe revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section RI 05.3.2 of the International BuildingfResidential Code, 2003). No application can be extended more than once. 1 hereby certify that 1 have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that itis my responsibility to determine what permits are required , not the City's, and that / must obtain such permits prior to work. TA1Po1icieslBL-1102_?3.wpd Applicant: Date: PREPARED 8/01/05, 13:04:25 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES L LIERLY DATE 8/01/05 ----- - ---------- ----------------- ------- ---------- - ----------------------------------------- ADDRESS . ! 1130 E FRONT ST SUBDIV: CONTRACTOR : PHONE OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06 30-00-7-1-0210-0000- APPI, NUMBER: 05-00000620 COMM REMODEL ---------- ------------ ---------------- ------- ----------------- ------- ---- ---- PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------ - --------------- ------- -------- I ---------------------- ----- -------------- BLM 01/01/05 LL BUILDING FOUNDATION MONO SLAB 08/01/2005 08:36 AM DYASUMUR ------ ----------------- -- ------ ----- ---- --------- COMMENTS AND NOTES ------- - ------------------------- -- Ao ( i �:� -- - - — � — Y ,�� f E Z, »� 2003 INTERNATIONAL BUILDING CODE CONCRETE FOUNDATION WALL & FOOTING DETAIL WALL THICKNESS 6" THICK FOR WALLS UNDER 6' HIGH 8" THICK FOR WALLS OVER 6' HIGH 1/. ANCHOR BOLTS FOR 1 -STORY . 72" O. Cj& 2- STORY P 48" O. j PLACE BOLTS WITHIN 12" OF EACH PLATE F-19IJ &USE 3"X3'XI/4" SQ. WASHERS UNDER NUTS PRESSURE TREATED SILL PLATES 4 HORIZONTAL REINFORCEMENT PLACED WITHIN 12" OF TOP OF WALL FINISH GRADE REINFORCEMENT SCHEDULE ANCHOR 7" MIN'E HEIGHT VERTICAL HORIZONTAL EMBEDMENT IN FEET REINFORCEMENT REINFORCEMENT CRAWL SPACE *2' #4 @ 48" O. C. (1) #4 TOP BAR VERTICAL REINFORCEMENT MIN. FOOTING BEND =12X BAR DIA., DEPTH *2 'TO 4' #4 @ 48" O. C. #4 @ 24" O. C. #4 BAR = 6" BEND BELOW GRADE INTO *4' TO LESS UNDISTURBED THEN 6' #4 @ 24" O. C. #4 @ 18" O. C. • SOIL 12" 1 -STORY **6'TO 8' #4 @ . . . . .. . 1 24" O. C. #4 @ 10" O. C. 3"CLEARANCE'l•18"2-STORY >8' ENG1 NEERS ANALYSIS WITH STAMPED & SIGNED PLAN REQUIRED BENT VERTICAL REINFORCEMENT VERTICAL REINFORCEMENT MUST BE BENT & TIED TO FOOTING REINFORCEMENT. TIED IN PLACE TO HORIZONTAL REINFORCEMENT SHALL BE GRADE 60 ... HYDRAULIC BENT ONLY. REINFORCEMENT 4- #4 REINFORCEMENT 2 -PIECES CONTINUOUS FOOTING WIDTH FOOTING THICKNESS 12" 1 -STORY —1 -STORY 6" 15" 2 -STORY 2 -STORY 6" 23" 3 -STORY 3 -STORY 8 1/2" MONOLITHIC CONCRETE *FOUNDATION DETAIL NO SCALE 1/2" ANCHOR BOLTS(SAME AS ABOVE) PRESSURE TREATED SILL PLATES #4 REINFORCEMENT 1 -PIECE CONTINUOUS SLAM b ANCHOR • 6" MIN. TO 31/2 d7" MIN. ... EMBEDMEN UN -TREATED MATERIAL' C.7-. FINISH GRADE Tf, HIM 11 MIN. FOOTING g DEPTH BELOW GRADE INTO SOIL UNDISTURBED 12" 1 -STORY =j no % 1 0 18" 2 -STORY 3" CLEARANCE Ohl l FOOTING WI2 PIECES CONTINUOUS DT #4 REINFORCEMENT 12" 1 -STORY 15" 2 -STORY 23" 3 -STORY BL-1102-OBIRC.WPO GOMPD�' ITIOtJ RUG�IwI�- S0 BIJILDII3 FELT Irl " . PL'T`UX>OD ROC 2X BIRD BLOGKIW W/ 2N? SCREENED VD4T, ( 2) PER R•41-7 SPAGE CONT. METAL OR VINYL RAWSUTTER 2X6 CEDAR FASCIA 5-HEATHW3 SIDIWS AS SELECTED Bl' OWNER APPRO et) 1-lOUSE WRAP RIM JOIST .4 BLOGKNG FINISH GRADE D O^,iv spin ,Llr TfC-;HTLINE STORM DRAIN IF lREQ'D. � i�E DRAININ�s_ �.�i C3RAVEL A8Tc,;Pl c=F F�� 1 4"0 PEi;;F RATED 1=00TIi�s DRAIN UNDISTURBED EARTH 'F' iii E -'P, t=A aR►c- MAINTAIN 1" MIi�L AIRSPACE R- MSULATION PRE -EN -b/1 - ID 7Rl1SSES Q 24" or_. S/8" CE IL N s 2X6 DBL. TOP PLATE R- 54TT. INSULATION 1/2 " G.W.B. 2X6 STUDS a 16 " or -- 3/4" T 4G GOMPL Y FLOOR R- INSULATION � I I Jr`ROIS7II5 CPERLAN I �! 2k � P.T. 31�.L_PL,4TE :.);5 �% , Co ) 1, I'2) �4 CONT. 6 MIL. SLAc;K POLI -VAPOR BARRIER A1,IC)46R9-1r1"O X loll AJ3. 48" 01- 4 1' - O" F=ROM EA. END w( SQUA�RL— 'y:Grof�i.LF�S .04 VERT_ ?jt19.-- Aktr.) HOOK�:b 'To 04 HOR17- tQ�, TbkPk I =f5`� ys� 9 fb j? t PL5 r P �x f/ f � 1116 1135 1122 A 1126 r 1130 %. �''.. 1134 3 ., r tEc°� '` r 1133 w C- o qj 1127 :. 1210 r� s d' 1203 40 ,� This ma is not intended to be used as a legal description. �L'erlical Down, own = NA VD 88 N p S P r --i—NI Dnranr =NAD 83191 Area Map This map/drawing is produced Gr the Cin, ojPort Angeles.jor its ox•n use and purposes, e `:r x y f } t. E :i E E f t � z r '' `} 4 f { � F � �. r y � � _�. � ; ` j 4 f �. 4 } t i F 5 f � i, 1 t i '_. � ._ t l� # .; ._ _ _ _ 2 �_._ .__�....-..... __... _ _._ _ .._.. .._ _ -_ .... s-,. . F � 1 Prescriptive Approach - Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site information Lot: Address: PG �c0 2 �� ' �azo� 1 S City: 1 r-1 State: Zip: Contact: S Phone: Ll S 'Z ^ LO 1 1 Phone 2: �� S 2- b 1 Fax: Builrlinn rlannrhment Use 20nly Permit #: Notes: See the code text for footnote references Slab" Floor' On Grade R-3 0 R-10 This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that is 24 ft.Z or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U -factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception 1 Copyright 2002, WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 7/25/2004 Table 6-1 PRESCRIPTIVE REQUIREMENTS "' FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U -Factor Doo? Wall Wall Wall Option Area10 U- Ceiling'' Vaulted Above Int`' Ext' % of Floor Vertical Overhead" factor Ceiling' Grade Below Below Grade Grade III Unlimited Group R-3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 Occupancy Only See the code text for footnote references Slab" Floor' On Grade R-3 0 R-10 This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that is 24 ft.Z or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U -factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception 1 Copyright 2002, WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 7/25/2004 Prescriptive Approach — Simple Form For the Washington State Energy Code (2003 Edition) Climate Zone 1 Site Information Lot: Address: _3c) f7 �7p_ o ►. I S City: PG fZ I A " RU_ State: n Zip: Contact: Phone: Phone 2: Fax: Building Department Use Only Permit #: Notes: See the code text for footnote references Slab Floors On Grade R-30 R-10 This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U -factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 7/25/2004 Table 6-1 PRESCRIPTIVE REQUIREMENTS 0" FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U -Factor Door' Wall Wall Wall Option Area10 U- Ceiling' Vaulted Above Inti Ee % of Floor Vertical Overhead" factor Ceiling' Grade Below Below Grade Grade - _ III Unlimited Group R-3 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 Occupancy Only See the code text for footnote references Slab Floors On Grade R-30 R-10 This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door, that is 24 ft.2 or less, that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U -factor of 0.40 allowed without calculations, Option III only. Location of the door(s) taking this exception Copyright 2002, WSUCEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive — Simple Form — Climate Zone 1 7/25/2004 "f"SEASC,NS ENGINEER/NG, INC. Jim Lierly Cit of Port Angeles BUlding Official PO Box 1150 Purt Ange:es, WA 98302 ♦ t� (360) 432-3023 • Fax (360 ) &52-3047 619 S. Chasse Street . bort Angeles, WA 93:16'2 November 7.2005 Subject- Bolt hole inspection, Bill VanCleave,11130 E. front St. Port Angeles, SVA 58362 4 Seasons Engineering, Inc. has provided an inspection of the drilled holes for epoxy in place anchor bolt, and hold down bolts at the above address. All holes inspected on Ncveinber 2, 2005 were in compliance. If 'there are any questions, please give me a call at (360) 452-3023. Sincerely, Donna J. Petersen P.B. cc. Bill VanCleave f � Fx=teES e BILE 4SEASONS ENG/NEER/NG, INC. Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 (360) 452-3023 • Fax (360) 452-3047 619 S. Chase Street • Port Angeles, WA 98362 November 7, 2005 Subject: Bolt hole inspection, Bill VanCleave, 1130 E. Front St. Port Angeles, WA 98362 4 Seasons Engineering, Inc. has provided an inspection of the drilled holes for epoxy in place anchor bolts and hold down bolts at the above address. All holes inspected on November 2, 2005 were in compliance. If there are any questions, please give me a call at (360) 452-3023. Sincerely, Donna J. Petersen P.E. cc. Bill VanCleave EXPIRES 'A ��/ 4,�F°��F� CITY OF PORT ANGELES ,I�' DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION `�—� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . Application pin number . . . Property Address . . . . . . ASSESSOR PARCEL NUMBER: Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . 05-00001003 Date 10/12/05 581465 1130 E FRONT ST 06 -30 -00 -7 -1 -0210 -0000 - MECHANICAL APPL. PERMIT COMMERCIAL ARTERIAL 1800 Owner Contractor ------------------------ VAN CLEAVE SHELLEY M ------------------------ THURMANS SUPPLY 4200 S CEDAR MILL RD 1807 EAST FRONT STREET PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 457-8591 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . PELLET STOVE Permit pin number . 62307 Permit Fee . . . . 50.00 Plan Check Fee .00 Issue Date . . . . 10/12/05 Valuation . . . . 0 Expiration Date . . 4/10/06 Qty Unit Charge Per Extension 1.00 50.0000 ECH ME -WOOD BURNING APPL. 50.00 ---------------------------------------------------------------------------- Fee summary Charged ---Paid--- ------------ --- Credited ---------- -- Due Permit Fee Total 50.00 50.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 50.00 50.00 .00 .00 1RA 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 as 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 rdinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presum give authority to violate r cancel the provisions of any state or local law regulating construction or the performance of Ionst cf n. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\Policies\1102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE / DOWN SPOUTS 1 PIERS POST HOLES (POLE BLDGS.) I I PLUMBING 1 UNDER FLOOR / SLAB I` ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE I I BACK FLOW / WATER { AIR SEAL I WALLS { CEILING FRAMING JOISTS/ GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) ' T -BAR INSULATION ' SLAB WALL/FLOOR/CEILING MECHANICAL ttt HEAT PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY COMMERCIAL HOOD/ DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS `( SKIRTING ' I PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/lAGHTING LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. / PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT, }� BUILDING I 417-4815 10-/,J-0,5 BUILDING T:\Policiestl 102_15 buildingpermit inspection record05.wpd [ 1/4/20051 PREPARED 10/13/05, 12:39:12 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR: JAMES L LIERLY DATE 10/13/05 ----- ------------------ - - ADDRESS . : 1130 E FRONT ST SUBDIV: CONTRACTOR THURMANS SUPPLY PHONE (360) 457-8591 OWNER VAN CLEAVE SHELLEY M PHONE PARCEL 06-30-00-7-1-0210-0000- APPL NUMBER: 05-00001003 MECHANICAL APPL. PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 10/13/05 JL" 1 MECHANICAL FINAL 1-N' •1�'-_fir 10/12/2005 03:08 PM DYASUMUR T �--- DARREN 477-2604 COMMENTS AND NOTES 11 r LJ • Op pORi pNO CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 oT—t (206)457-0411 PERMIT NO. I/ILICS_ DATE / to �' ELECTRICAL PERMIT yp Site Address: / % {',L� . l INSREAPECTION ON Installed By: � j'y(�/,� DLicense Number: Owner/Business: Owner/Business Address: ❑ RESIDENTIAL ❑ COMMERCIAL ❑ BASEBOARD KW ❑ FURNACE KW ❑ FAN/WALL KW ❑ HEAT PUMP KW x SIGN Details/Description: W.S. No. ❑ TEMPORARY SERVICE ❑ PERMANENT SERVICE ❑ NEW CONSTRUCTION ❑ REMODEL ❑ ADD/ALTER CIRCUITS ❑ SERVICE UPGRADE/REPAIR ❑ SPECIAL EQUIPMENT (LIST BELOW) SERVICE SIZE ❑ WILL CALL FOR INSPECTION Phone: 1. 0-0 Phone: Sq. Ft. ❑ OVERHEAD SERVICE ❑ UNDERGROUND SERVICE VOLTAGE: ❑ SINGLE PHASE ❑ THREE PHASE SERVICE SIZE AMPS I/ J. r 0 () DATE ENGR. CAPACITY: ❑ O.K. NOT O.K. ACTION REQUIRED: ❑ CHANGE TRANSFORMER ❑ CHANGE SERVICE WIRE ❑ INSTALL SERVICE POLE ❑ OTHER ❑ Ditch Inspection O.K. ❑ Rough-in/cover O.K. ❑ O.K. to connect service *q,Final O.K. Site Address: Permit/Receipt No. Installer: /1 New MetersDate: HD Itr ll _ .� r � /- 6- 9� Notify Port Angeles City Light by Street Address and Permit Number when ready for inspection. Work must not be covered before inspection and O.,K. for covering has been given by the electrical inspector in writing on either the Wiring Report or on the Building Per LHONE 457-0411, EXT. 224. NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT L Electrical 1pspectory Permit Fee WHITE — File by address YELLOW YELLOW — file by number PINK — Top: Eng, Bottom, Customer GREEN — Top: Meter Dept., Bottom: City Hall OLYMPIC PRINTERS INC WHITE Original CANARY - Duplicate PINK Triplicate WHITE CARD - Inspector's Report vs— A14 CITY OF PORT ANGELES FEE RECEIPTJNUMBER DEPARTMENT OF LIGHT A PERMIT NUMBER AND ELECTRICAL PERMIT TOTAL FEE I IAPPLICATION IG •¢tl FAN G. I I 11"tu %'�-k- � � ��<Q, CONT LIC. NO. TIMETOCOMPLETE + NO STORIES LEGALOCCUPANCY / ♦ ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT �- Site AddresP --�• CORRECT A ESS 1151 RESPO SIBI TY OF APPLICANT PERMITS WITH WRONG ADDRESSES ARECANCELLED Ly Owner -- /G?i��.'%i,�/i/ Installation By 2'2neT Owner's Address DC7 ('� � �'/`�/VA;�-1067 & U,, stallers Address SCOP Day Phone _ - Installers Phone Application is hereby made for Permit to install Electrical Eq%i pment as follows, TN"+AA4 �.Kti Q_, O • w/ Avx hvr- J9 Wiring Method / USE OF CIRCUIT NUMBER _AMP 120V 240V CIRCUITS PER 1 0 1 00OR FEE - USE OF CIRCUIT NUMBER AMP 120V 240V CIRCUITS PERCER 1 0 1 00OR FEE LIGHT I SIGN I _ . I LIGHT - 1150 VOLTS OR LESS CONVENIENCE 2 Zt1 I /-% CJJ I MOTOR CONVENIENCE - I - - I MOTOR-- - - ' I APPLIANCE - - .. I I MOTOR I (DISHWASHER _ _ I I FIREALARMS (DISPOSAL ((BURGLAR ALARMI- ® I RANGE I I I MISC OVEN I I I I I I I I WATER HEATER II I I I I I LAUNDRY DRYER I - I I REINSTALLATION LIGHT FIXTURE N ' FURNACE - OIL _ - I I - I SUB TOTAL FEEGAS ELECTRIC RNACE I ENERGY FEE IELECTRIC HEAT BASIC FEE ELECTRIC HEAT TOTAL FEE SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER AC UNIT I I �� � CAMP W !4:� PHASE FEEDERI SIZE OF SERVICE ENTRANCE CONDUCTORS I I I SERVICE [[ - A W G ISUB-TOTAL I I I SIZE OF GROUND SIZE OF ENTRANCE SWITCH I certify that the work to b-e performed" under this permit will be done by the installer and in coo{'"Ar-man/ce with th Code. Date Application made -N,.E...CAElleecttrical +7 "" / 7 1gl By / CONTRACTO OWNER (OR AUTHORIZED AGENT) " Permission is hereby given to do the above described work, according to the conditions hereon and according to the approved plans and- specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. - - .. _" .. DIRECTOR OF, CITY LIGHT ! I Date Permit Issued By ® _ - / �.// 7 / �'7 PLANS APPROVED Notify Department of City Light by Street Address and Permit Number when ready for inspection. Work "`��� /// must not be Covered or current turned on before inspection and O.K. for covering or service has_been given by Inspector in Writing on Permit Placard. A. - Permits Phone: 457.0411 Ext. 158. WARNING I PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK — SEE OVER — WHITE Original CANARY - Duplicate PINK Triplicate WHITE CARD - Inspector's Report REPORT OF INSPECTOR DATE OF VISIT MADEBY REMARKS r O.K.F6RG0VeRING YY O.�ICE e OFVOHT�Nn ELECTRICAL INSPECTION u N WIRING REPORT j W�FKS � V 417-4735 DATE PERWT # 1 INSPECTOR OWNERICONTRACTOR �!U oi� hC LLmR ADDRESS APPROVED �A{�� J NOT APPROVED ❑ ....................DITCH.................... ❑ ❑................ ROUGH IN/COVER . C-C� I –I .... 1LC ❑..... ..............SERVICE................... ❑ ❑...... ..............FINAL................ ...ems CORRECTIONS NEEDED C)ht COh'R,i Si !P 1 I�;-- W pa ws C3cx i s � � F� ��w� 1\LTE,(- `f a'Z.Qo ���� WtZ�S y'erz'rwx Amb c.�1YNlyd >_I (�drr INIvEL lt6HT FtATL) rzP-f-CDL)t2E—p +off f1D NT btcc rz 6�f '!; 17- 3 2 q g / )tittS+t tAl�il�CZ-i Id>� rn At 1 �_1��i121CA� IT4!57�1s. NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OIYMP!C PRINTERS, INC, (960) 352-1381 ELECTRICAL INSPECTION �„ y WIRING REPORT ° W 417-4735 CWFKS bV�\ 3�S�O8 -MS `i �r4 INSPECTOR OWNERICON TRACTOR ILL 1JR14 ADDRESS i APPROVED NOT APPROVED ❑ ....................DITCH.................... ❑ I ❑................ ROUGH IN/COVERC.;o;-[L-f44 ....-N/-- I ❑ ....................SERVICE................... ❑ CORRECTIONS NEEDED 010IZ�5 HtuL) T�,i&,%D'LY Soli rL�'6- `T0 i� tLuL4 D s rf r s T o-1 g r.c i Z5 0 –x Doc) tZ 6t? -C1 --*77– Tuu t s _ C AK -5-7 � �fr� i I L}CC��� tea CE[ t_I -C e, Ol'( R-va _nit �i17o rz C- O v err- t4n- r- .DsLi-c �w NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PRINTERS INC 13607 4E2-1981 OF PORT 4,y ELECTRICAL q tl �� 9 ® 9tl V!"YL INSPECTION EV 0®'1V WIRING REPORT h ��� - `�_�° Se L� , 0` wo W 417-4735 DATE PERMIT INSPECTGR OWNER/CONTRACTOP ADDRESS 1130 tn6riR s`� APPROVED NOT APPROVED ❑ . ............... ..DITCH.... .. .. ......... ❑ t, .iAL.... IN/COVER ....... ....... ❑ I ❑ ....................SERVICE................... ❑ ❑........ ............FINAL.............. ..... ❑ COR /RECTIIOJ�N�S NEEDED S rz— NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — OLYMPIC PRINTERS, INC (26C) t82-1381 I ELECTRICAL INSPECTION � � W WIRING REPORT m` 417-4735 Cw°flK5 aJl -AT' PEPIAIT'I INSPECTOR il'i1� O;� OVrNER,CO-NTRArTOP ADDRESS I 1 -7-;, n APPROVED NOT APPROVED ❑ .............. ..... DITCH ....... ............ ❑ ❑................ ROUGH IN/COVER .............. ❑ ....................SERVICE. ......... . ..... ❑ ❑........... ........ FINAL.................... ❑ a� CORRECTIONS NEEDED: ( cnj dJ t#RC7-i— LL - moi QA�L_. SIJ, 11 GH�� i-a�L L4 '57(9 1 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — CLW4PIC PRINTERS, INC ,360) 4521381 / ELECTRICAL WORK PERMIT APPLICATION Y�J 1J i�J / N/Installation description Job wired by ❑ Electrical Contractor OwnerCommercial ❑ Residential Electrical coptractor name License number Date Expires ��❑New Altered/Addition Q I— /sl r Q Purchaser's mailing address 11 �,,j C �7'&,b 7 I ST, Cwt tyl n ` State ZIP Cab Telephone number FASnumber ysZ-6o 1-) LIC -L- 4,�0 'Premises owner's name ��T / S )lA 11 G tion \ A t. U/i `Q AI, P �� City t...�.c � A S�I.rJ Phone number to schedule inspection: I Owner at defined hr RCIV 19.28.261:(1) Osney it occupy the eu'ucnrre for boo pears after this electrical permit is jorali:ed (2) Owner it required to dire an electrical contractor if above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner or the above named property or a licensed electrical contractor. I am making the electrical instal- lation or alteration in compliance with the electrical laws, ME C., RCW. Chapter 19.28, WAC. Chapter 296-466, The City of Port Angeles Municipal Code, and Utility Specifications SL� PIA eC fr ❑ Cash 13,,Eheck # ❑ Credit Card Visa Mastercard Discover Card # /Signature of owner, a ectrical contractor or electrical administrator Expiration Date �X ito-� Date: J )_LX) of Electrical Load Additions and or subtractions ❑ NO LOAD CHANGES ❑ Baseboard _ KW ❑ Furnace _ KW Overhead Service ❑ Heat Pump _ Ton LAR ❑ Temp Service ❑ Fan -Wall _KW ❑ Underground Service SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 (R UGH -IN THERMOSTAT I i5 C8 1/ Dae Ap/ Date Apprm eJ By CFINAL 1 � DITCH D ea AP Date Apprm cJ By Inspection Area, Budding or Equipment Inspected Dale Il,�l as 1�4,at96� lnsp lion tee CS r.GQ Service Information Voltage Pharms 'O 1 ❑ 3 Service Size: _ Feeder Size: SERVICE DateDate 1 Approved By \J FEEDER Date1 Date Approved By J Action Taken W -6 - Electrical Inspector °q FVflOkaSiJN ION ELECTRICAL INSPECTION PECT FNW AIRING REPORT�4417-4735 am DATE PERMIT 4 IN8PE�JCTOP J / CNMERICCNTRACTCR ADDRESS APPROVED NOT APPROVED ❑ ....................DITCH.................... ❑ ❑............ ... ROUGH IN/COVER ........ ..... ❑ ❑. ............. ...SERVICE........... ...... ❑ ❑............. ..... FINAL. ......... ........ ❑ CORRECTIONS NEEDED 1 I /V/SN NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLIMPIC PRINTEPS, INC (3601352-1381 a= Z1 —0 ELECC'RICALWORKPERNMAPPLICATION ❑ Reaf est Inspection r 7"lectrical Contractor U Owner *+ M ❑ Mount Permit O Alarm D CaroivaVil Commercial O Residential Q Rooideatiai Maint. O Signs ❑ Thermostat Q Telecom. t� 1/installation description Job wired by 30 Electrical Contractor ❑ Owner Electrical contractor numc License number Purchases mailing address ' tfx n� hl+tht— /O/ tJ �rfct✓� mfxr/ city U state ZIP , Telephone number FAX number 4(S' -/ 7e) _!5�.....i 'Premise Obaer'a ,same Address of i zpectlon cloy e ❑ Cash Q Check # I hereby comfy that I am the owner of the above named property or a licensed electrical conuactor (or the fur's authorized agent) and am making the electrical Credit Card VL Mastercard Iiiscovcr installation or alteration in compliance with the electrical'iaw, Chapter IR?S PCW. Card # /Signature orr�_�Za r, electrical contractor eclrical sAmntlstrator N. ` \ / EXpuationlate ( lospcctt�on Inc ' X �ofcard 4 $ pec os O WALLS - \ C:EMJNG — ( THMMC7 SERVICE —.. Insulation Only Insulation Only _'_�_ wprro.a er •w �y;�.��.�wppmreo By +\Q `ter wPrmyed aY Date Appmrm by AITCH r / nv.• ver wplaovice Br Dna Approves By // O Electrical Load Additions and or subtraction g ,../,Ly�� - Service information Q NO LOAD CHANGES k�f/A,.r . •� j Q Baseboard _ KW �/� Voltage req/ ( Q Furnace „_KW )LOvemead Service Phase)@ 1 3 Q Heat Pump —Ton — LAR Q Tamp Service Service Size: Z102 14 Q Fan -Wall _KW O Underground SeMca Feeder Size: InspectionI Electrical I! Arca, Building or Equipment Inspected Action Taken Date lnspeclor tiv TO 3DVd CIZiiOYG NOSdWIS OLZSLSD 8E:TZ SOOZ/TE/LO 0 a 9 Mel I N 14ja a 19-4 "10 '•' , Application Number . . . . , 14-00001037 Date 3/05/15 Application pin number . . , 542007 Property Address . .. . . 1130 E FRONT ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-7-1-0210-0000- Application type description ELECTRICAL ONLY on your excise tax form Subdivision Name „ to the City of Port Angeles Property Use . . . . Property Zoning . . . . . . , COMMERCIAL ARTERIAL (Location Code 0502) Application valuation . . . 0 Application desc Subpanel and 6 circuits Owner Contractor SHELLEY M VANCLEAVE SIMPSON ELECTRIC 4200 S CEDAR MILL RD 243036 W HWY 101 PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 452-6011 (360) 457-9270 Permit . . , . ELECTRICAL ALTER COMMERCIAL Additional desc Permit Fee 192.00 Plan Check Fee „ „ .00 Issue Date 9/02/14 Valuation 0 Expiration Date 8/31/15 Qty Unit Charge Per Extension 12.00 5.0000 ECH 'EL -BRANCH CIRCUIT W/FEEDER 60.00 1.00 132.0000 ECH EL -COM 0-200 SRV FEEDER 132.00 Fee summary Charged Paid Credited Due Permit Fee Total 192.00 192.00 ,00 00 Plan Check Total .00 .00 ,00 00 Grand Total 192.00 192.00 .00 .00 INSPECTION TYPE DATE: RESULTS: INSPECTOR: DITCH SERVICE ROUGH -IN s FINAL COMMENTS: _ _I PERMIT WILL EXPIRE SIX (6) MONTHS FROM LAST INSPECTION Signature of owner or Electrical Contractor X Date: GAEXCHANGE\BUILDING —- Ilii I... t MR 0 � ice' W CITY Ok' �'OR'1' AIVGFLI'rS .PEitMi.T �S,PPLIC.ATION MAR �, 2015 Building Division/ElectricalInspections 321. East Fifth Street —P.O. Box 1150 /Port Angeles Washington, 98362 EIEC TRIG Ph: (360) 417-4735 Fax: (3600) 417-4711 INSPECTlot), Date"" 4- Multi,Famlly or Commercial PIP",; ' Plan Review May Be Re i ed, Plea' a Com late EI Ctr'o I Plan Review Information Sheet Job Address: � lg� A Building Square Footage: Description of above �� �° a� M &L� Wit " l Owner I f to Contractor Infrarme to Name: 'G , oar) ie.O� Name:" Malifrrg ,Address. ! ! ,5, �.,:. CMI r j % Melling teas: �i t oiry< % Supe Zip:, City: Stara: i1'W Phopw Fax: License # / E:rp. l'cen e # t Cpl P ftm UnitChargg Total (Qtv Mu tlie Iinit,CC,t e ServiceiFeeder 200 Amp, $132.00 $ _ Service/Feeder 201-400 Amp. $180.00 $ ServicetFeeder401-600 Amp $' 225,00 $ Servic0eeder 601-1'000 Amp, $ 288.00 $ Servieederover 1000 Amp. $ 410,00 $ _ Branch Orrull w/ Service Feeder $ 5.00 $ _ Branch Circult W tO Service Feeder $ 74.00 Each Additional Stanch Circuit $ 5.00 Branch Circuits 1-4 $ 06.00 $�,� Temp. Service/ Feeder 200 Amp. $102.00 $ Temp, Servicer/Feeder 201400 Amp, $121.00 Temp. Sery c9fteder 401.600 Amp. $164.00 $ _ romp. ServioeAFeeder601-1000 Amp. $185,00 $ _... Portal to Portal Hourly $ 96.00 Sign/Outline Lighting $ 8800 $ „_ Signal Circuit/ UmAed Energy — Multi -Family $ 64.00 $ Signal Clrculli t.irnited neMy 1 First 1500 of — Commercial $ 96.00 $ Note: $'5,00 for each additional 1560 of Renewable Electrical Energy - 5KVA System or Less $113.00 $ Thermostat $ 56,00 $ Note; $5.00 for each additional T-Stat Total Owner as defined by RC' .,19.28.261: (1) Owner will occupy the strtictute for two years after this electrical permit is finalized, (2) Owner is required to hire an electrical contractor if above sold property Is for sale, rent or lease. Permit expires after sk months of Inst Inspecticn. After reading the above statement, I hereby Certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance wilh time electrical lags. N.E'.C., RM Chapter 19.28, WAC, Chapter 29146S. The City of Port ,Angeles Municipal Code, and Utility Specifications and PAMC 14,05,050 regarding Electrical Permit Applications. .Sign of owner, electrical Contract or electrical administrator, 0 Cash ❑ Chock (gcr+acards rtatew 8lrotfl0l2 After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical con raclor. I am making the electrical installation or alteration in compliance with the electrical laws, N.F,C,, RICK Chapter 19.711, WAC Chapter 296-41 I6, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.06,060 regarding Electrical Permit. Applicaition& $t tur of owner, electrical contractor or electrical administrator: ❑ Cash ❑ Check / nteda a ,46_. . _ 01/0112012 d CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections I 321 Cast Fifth Street —II1150 / Port Angeles Washington, 98362 �,,V',V,' y I N ,»t — ,;� Ph: (360) 17-4735 Fax: (360) 417-4711 Date: ig"lu:: nl. Multi -Family or Plan Review May 8e Re uBred, PBea Carnpl�te Eie tfieaB PPS evie nfvrfn 181 Sheet Job Addrass; + d Building Square Footage: Description of above_ca Owner lin ati n Contractor Information _ Name: t Name; '.2"� -�•r' C".. L . L, (1, ss: / '°f Mailing Address', ��r Maill*'-ft- COry' ,f25$tatwU&_zip: Clty;.�...»I' atate Zip:, Phonf' Fax, Phone; 2 — 70 Fax: S��.-a Licenp, License ff /'Exp. < t .5 EL . ltd Unit Charas, Total (Q � Multi stied URI bar e 't C ! Service/Feeder 200 Amp. $1$2.00 _ i � � Service/Feeder 201-400 Amp. $160.00 $� � Service/Feeder 401.600 Amp $ 225.00 $ Service/Feeder 601-1000 Amp, $ 288.00 $ Service/Feeder over 1000 Amp. $ 410.00 $ Branch Circuit W/ Service Feeder $ 5.00 Branch Circuit W/O Service Feeder $ 74.00 $ _ Each Additional Branch Circuit $ 5.00 $ Branch Circuits 1-4 $ 86.00 $ Temp, Service/ Feeder 200 Amp, $102.00 $ Temp. Service/Feeder 201-400 Amp. $121.00 $ Temp, Service/Feeder 401.600 Amp. $164.00$ — Temp, Service/Feeder 601-1000 Amp . $185.00 $ Portal to Portal Hourly $ 96.00 $ — Sign/Outline Lighting $ 88.00 $ --� Signal Circuit/ Limited Energy — Multi -Family $ 64.00 $ — Signal Circuitl Limited Energy I First 1500 sf — Commercial $ 96,00 $ Note: $5.00 for each additional 1500 sf Ronewable Electrical Energy .5KVA System or Less $113.00 $ Thermostat $ 56.00 $ — Notc: $5.00 for each additional T-Stat,, 'Total Owner as defined by RCW.19.28,261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (,'e) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of lass inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical con raclor. I am making the electrical installation or alteration in compliance with the electrical laws, N.F,C,, RICK Chapter 19.711, WAC Chapter 296-41 I6, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.06,060 regarding Electrical Permit. Applicaition& $t tur of owner, electrical contractor or electrical administrator: ❑ Cash ❑ Check / nteda a ,46_. . _ 01/0112012