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Home My WebLink About1234 W 3rd St - Building PREPARED 12/07/09 9 11 27 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/07/09 ADDRESS 1234 E 3RD ST SUBDIV TENANT NBR SAM J BRENKMAN CONTRACTOR KATHOL CONSTRUCTION PHONE (360) 417 5594 OWNER SAM J BRENKMAN PHONE (360) 452 5093 PARCEL 06 30 00 7 9 0400 0000 APPL NUMBER O8 00001376 MECHANICAL APPL PERMIT PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 12/07/09 J MECHANICAL FINAL TIME O1 00 \1 ; December 7 2009 9 05 21 AM 1pangrle (LINDA P TO FINAL THIS PERMIT) MECHANICAL FINAL WOOD-BURNING STOVE AFTERNOON COMMENTS AND NOTES 1 PREPARED 12/07/09 9 11 27 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/07/09 ADDRESS 1234 E 3RD ST SUBDIV TENANT NBR SAM & KATIE BRENKMAN CONTRACTOR HUTCHINSON CONSTRUCTION LLC PHONE (360) 417 0575 OWNER SAM J BRENKMAN PHONE PARCEL 06 30 00 7 9 0400 0000 APPL NUMBER 09 00000469 RES ADDITION REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED REULT RESULTS/COMMENTS December 7 2009 9 04 23 AM 1pangrle PHIL 460 2151 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES PREPARED 12/07/09 9 11 27 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/07/09 ADDRESS 1234 E 3RD ST SUBDIV TENANT NBR SAM & KATIE BRENKMAN CONTRACTOR HUTCHINSON CONSTRUCTION LLC PHONE (360) 4 7 0575 OWNER SAM J BRENKMAN PHONE PARCEL 06 30 00 7 9 0400 0000 APPL NUMBER 09 00000469 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 6/29/09 JLL BLDG FOUND FTG/STEM WALL 6/29/09 AP June 29 2009 8 55 17 AM 1pangrle PHIL 460 2151 FOUNDATION STEMWALL/FOOTING June 29 2009 4 19 10 PM jlierly BL9 01 8/25/09 PB BLDG SHEARWALL 8/25/09 AP August 25 2009 9 51 22 AM 1pangrle PHIL 460 2151 SHEARWALL & NAILING August 25 2009 4 45 43 PM pbarthol BL3 01 9/25/09 PB BLDG FRAMING 9/25/09 AP September 25 2009 8 38 52 AM 1pangrle PHILLIP 460 2151 FRAMING September 25 2009 4 46 59 PM pbarthol BLI O1 9/29/09 'LL BLDG INSULATION 9/29/09 AP PHIL 460 2151 September 29 2009 4 12 12 PM jlierly BL99 01 12/07/09 JL BLDG FINAL TIME 01 00 1 December 7 2009 9 03 36 AM 1pangrle PHIL 460 2151 BLDG FINAL AFTERNOON PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ME99 01 12/07/09 TL MECHANICAL FINAL TIME O1 00 December 7 2009 9 04 04 AM 1pangrle PHIL 460 2151 MECHANICAL FINAL AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 9/09/09 JLL PLUMBING ROUGH IN TIME 01 00 9/11/09 AP September 9 2009 8 53 51 AM 1pangrle STEVE 461 2259 ROUGH IN PLUMBING AFTERNOON September 11 2009 4 50 15 PM jlierly PL99 01 12/07/09 JLL PLUMBING FINAL TIME O1 00 CONTINUED ONTO NEXT PAGE °�°°Rr ELECTRICAL INSPECTION �1•� % WIRING REPORT G �W RKS 417-4735 � 6 DATE PERMIT# INSPECTOR 1) OWNER/CONTRACTOR ADDRESS r 3 sc APPROVED NOT APPROVED ❑ DITCH ❑ ❑ ROUGH IN/COVER ❑ ❑. SERVICE ❑ ❑ FINAL ❑ lk 6ORRECTIONS NEEDED �QC- prJ�-l FR�BEh�LCU�� "Isco woV,KG 216 lZ P-0-cPS" fzr7-djuzEmb 17 rA 1211 dr I-,pop-lTilE a Del&r, 2110 Sia ALL u rl o S'F-D a'Pt-A l Sc�R rAC� A/&C, 3l e NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS — DO NOT REMOVE — fZ*y-,oug,-. �,� �*1 vS�� tJ�.�t►JV �ce.asE '� CmC- t y.Otr-' PREPARED 9/29/09 13 08 00 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/29/09 ADDRESS 1234 E 3RD ST SUBDIV TENANT NBR SAM & KATIE BRENKMAN CONTRACTOR HUTCHINSON CONSTRUCTION LLC PHONE (360) 417 0575 OWNER SAM J BRENKMAN PHONE PARCEL 06 30 00 7 9 0400 0000 APPL NUMBER 09 00000469 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 6/29/09 JLL BLDG FOUND FTG/STEM WALL 6/29/09 AP June 29 2009 8 55 17 AM 1pangrle PHIL 460 2151 FOUNDATION STEMWALL/FOOTING June 29 2009 4 19 10 PM jlierly BL9 01 8/25/09 PB BLDG SHEARWALL 8/25/09 AP August 25 2009 9 51 22 AM 1pangrle PHIL 460 2151 SHEARWALL & NAILING August 25 2009 4 45 43 PM pbarthol BL3 01 9/25/09 PB BLDG FRAMING 9/25/09 AP September 25 2009 8 38 52 AM 1pangrle PHILLIP 460 2151 FRAMING September 25 2009 4 46 59 PM pbarthol BLI O1 9/29/09 BLDG INSULATION PHIL 460 2151 ri COMMENTS AND NOTES PREPARED 9/25/09 8 47 29 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/25/09 ADDRESS 1234 E 3RD ST SUBDIV TENANT NBR SAM & KATIE BRENKMAN CONTRACTOR HUTCHINSON CONSTRUCTION LLC PHONE (360) 417 0575 OWNER SAM J BRENKMAN PHONE PARCEL 06 30 00 7 9 0400 0000 APPL NUMBER 09 00000469 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 6/29/09 JLL BLDG FOUND FTG/STEM WALL 6/29/09 AP June 29 2009 8 55 17 AM 1pangrle PHIL 460 2151 FOUNDATION STEMWALL/FOOTING June 29 2009 4 19 10 PM jlierly BL9 01 8/25/09 PB BLDG SHEARWALL 8/25/09 AP August 25 2009 9 51 22 AM 1pangrle PHIL 460 2151 SHEARWALL & NAILING August 25 2009 4 45 43 PM pbarthol BL3 01 9/ 5/09 JLL ///�� BLDG FRAMING September 25 2009 8 38 52 AM 1pangrle os iq 5i PHILLIP 460 2151 FRAMING -- COMMENTS AND NOTES ELECTRICAL PERMIT R- CITY OF PORT ANGELES 360-417-4735 i Application Number 09 00000928 Date 9/09/09 Application pin number 083552 Property Address 1234 E 3RD ST ASSESSOR PARCEL NUMBER 06 30 00 7 9 0400 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc 200 amp service with 10 circuits remodel Owner Contractor BRENKMAN SAM J BEST ELECTRIC P 0 BOX 177 P 0 BOX 2445 LONGVIEW WA 98632 SEQUIM SEQUIM WA 98382 (460) 2248 Permit ELECTRICAL ALTER RESIDENTIAL \v Additional desc 1 Permit pin number 153239 Permit Fee 113 75 Plan Check Fee 00 Issue Date 9/09/09 Valuation 0 Expiration Date 3/08/10 r Qty Unit Charge Per Extension `) 10 00 2 0000 ECH EL-BRANCH CIRCUIT W/FEEDER 20 00 1 00 93 7500 ECH EL 0 200 SRV FEEDER 93 75 Fee summary Charged Paid Credited Due Permit Fee Total 113 75 113 75 00 00 Plan Check Total 00 00 00 00 Grand Total 113 75 113 75 00 00 V C INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH SERVICE ROUGH IN 2 FINAL COMMENTS Signature of owner or Electrical Contractor X Date RECEIVED y, QF pC1t2TA City of Port Angeles Permit Application SEP 9 2009 Building Division/Electrical Inspections 321 East Fifth Street-P.O.Box 1.150 ELECTRICAL Port Angeles Washington,98362 Ph.(360)417-4735 Fax:(360)417.4711 INSPECTIONS Date )?__44 2 Single Family Dwelling 0 Multi-Family or Commercial' ___Commercial Addition/Alteration!Remodel/Repair' Plar,Review May Be R q ired,P e Comr)lete ElectriGal Plan Review Information Sheet Job Address: ! Building Square Footage ( N cfl� Description of above a0 eI�'r Owner IVM ion L Contract nformaf n Name: �{-/�/1� � B IQ�oU�VyJ,Q� Name. Mailing dre s. c,( Maifin Address: Yo On K City- State: Zip City_ ^' State- Zip. - Phone Fax: Phone: L41 Fax: License#/Exp License#/Exp tS n Unit Charge oty Total Q Mulliplied by Unit Charge) $ 93.75 $ Service/Feeder 200 Amp. $113.75 $ Service/Feeder 201-400 Amp. $160.00 $ Service/Feeder 401-600 Amp. $205.00 $ Service/Feeder 601 1000 Amp. $291.25 $ Service/Feeder over 1000 Amp. $ 2.00 _,� $ Branch Circuit W/Service Feeder $ 57.50 $ Branch Circuit W/O Service Feeder $ 2.00 $ Each Additional Branch Circuit $ 72.50 $ Temp.Service/Feeder 200 Amp. $ 86.25 $ Temp.Service/Feeder 201-400 Amp. $116.25 $ Temp.Service/Feeder 401-600 Amp. $131.25 $ Temp Service/Feeder 601 1000 Amp. $ 75.00 $ Portal to Portal Hourly $ 69.00 $ Sign/Outline Lighting $ 75.00 $ Signal Circuit/Limited Energy Commercial $ 50.00 $ Signal Circuit/Limited Energy 1 &2 Family Dwelling $ 50.00 $ Signal Circuit/Limited Energy Multi-Family Dwelling $ 9375 $ Manufactured Home Connection $ 80.00 $ Renewable Electrical Energy 5KVA System or Less $ 86.25 $ First 1300 Square Ft. $ 27.50 $ Each Additional 500 Square Ft.or Portion of $ 57.50 $ Each Outbuilding or Detached Garage $ 86.25 $ Each Swimming Pool or Hot Tub $ 4375 $ Thermostat $ Total 11375 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. 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. Signature of wner electrical contractor or electrical administrator 1:1 Cash 1:1 Check X Credit PREPARED 9/09/09 8 58 32 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 9/09/09 ADDRESS 1234 E 3RD ST SUBDIV TENANT NBR SAM & KATIE BRENKMAN CONTRACTOR HUTCHINSON CONSTRUCTION LLC PHONE (360) 417 0575 OWNER SAM J BRENKMAN PHONE PARCEL 06 30 00 7 9 0400 0000 APPL NUMBER 09 00000469 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL2 01 9/09/09J PLUMBING ROUGH IN TIME 01 00 _ September 9 2009 8 53 51 AM 1pangrle STEVE 461 2259 ROUGH IN PLUMBING AFTERNOON COMMENTS AND NOTES PREPARED 8/25/09 10 03 47 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 8/25/09 ADDRESS 1234 E 3RD ST SUBDIV TENANT NBR SAM & KATIE BRENKMAN CONTRACTOR HUTCHINSON CONSTRUCTION LLC PHONE (360) 417 0575 OWNER SAM J BRENKMAN PHONE PARCEL 06 30 00 7 9 0400 0000 APPL NUMBER 09 00000469 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW O1 6/29/09 JLL BLDG FOUND FTG/STEM WALL 6/29/09 AP June 29 2009 8 55 17 AM 1pangrle PHIL 460 2151 FOUNDATION STEMWALL/FOOTING June 29 2009 4 19 10 PM jlierly BL9 01 8/}/25�/f"0�9�� JLL ,., BLDG SHEARWALL August 25 2009 9 51 22 AM 1pangrle PHIL 460 2151 SHEARWALL & NAILING COMMENTS AND NOTES PREPARED 6/29/09 8 59 27 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 6/29/09 ADDRESS 1234 E 3RD ST SUBDIV TENANT NBR SAM & KATIE BRENKMAN CONTRACTOR HUTCHINSON CONSTRUCTION LLC PHONE (360) 417 0575 OWNER SAM J BRENKMAN PHONE PARCEL 06 30 00 7 9 0400 0000 APPL NUMBER 09 00000469 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLFW 01 6/29,/09 J BLDG FOUND FTG/STEM WALL ` June 29 2009 B 55 17 AM 1pangrle PHIL 460 2151 FOUNDATION STEMWALL/FOOTING COMMENTS AND NOTES ^FN CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Y Application Number 09 00000469 Date 6/23/09 Application pin number 249064 Property Address 1234 E 3RD ST ASSESSOR PARCEL NUMBER 06 30 00 7 9 0400 0000 Tenant nbr name SAM & KATIE BRENKMAN Application type description RES ADDITION Subdivision Name- Property Use Property zoning RS7 RESDNTL SINGLE FAMILY Application valuation 85592 Application desc TWO-STORY ADDITION & REMODEL Owner Contractor SAM J BRENKMAN HUTCHINSON CONSTRUCTION LLC 1234 E 3RD ST P O BOX 1161 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 417 0575 Structure Information 000 000 TWO-STORY ADDITION & REMODEL Other struct info HARD SURFACE AREA Permit SANITARY SEWER HOOK UP Additional desc Permit pin number 148098 Permit Fee 135 00 Plan Check Fee 00 Issue Date 6/23/09 Valuation 85592 Expiration Date 12/20/09 Qty Unit Charge Per Extension 1 00 135 0000 EA SAN SEW RECON 135 00 Special Notes and Comments June 8 2009 2 22 46 PM sroberds The proposal will result in a two story residential addition/remodel for total lot coverage of 15% and site coverage of 19t in the RS 7 zone May 28 2009 11 37 22 AM Bob Larson 360 417 4706 MAINTAIN CLEARANCES FROM SERVICE WIRES Must maintaine 5 feet minimum clearance between the edge of any building projections (including rain gutters) and the existing overhead electrical conductor or the conductor must be relocated �! ' Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Abandon existing sewer line at property line expose and cap an inspection by Public Works Engineering is required 24 hour advance notice is required Other Fees STATE SURCHARGE 4 50 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 p�z Sig at re of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T'\Policies\1102 15[10/08] PERMIT INSPECTION RECORD s CALL 417-4831 FOR UTILITY INSPECTIONS 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 NO PW UTILITIES (Engineering Division) WATERLINE/METER 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 NES I NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T\Policies\110' 1 [10/08] °`�wF,e CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 Application Number 09 00000469 Date 6/23/09 Application pin number 249064 Fee summary Charged Paid Credited Due Permit Fee Total 135 00 135 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 139 50 139 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 Signature of Owner(if owner is builder) Date T\Policies\1102 15[10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND 4CCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE ' INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER 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 I NO CONSTRUCTION R.W /PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 BUILDING T\Policies\110' I [10/081 . CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 09 00000469 Date 6/23/09 Application pin number 249064 Property Address 1234 E 3RD ST ASSESSOR PARCEL NUMBER 06 30 00 7 9 0400 0000 Tenant nbr name SAM & KATIE BRENKMAN Application type description RES ADDITION Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 85592 Application desc TWO-STORY ADDITION & REMODEL Owner Contractor SAM J BRENKMAN HUTCHINSON CONSTRUCTION LLC 1234 E 3RD ST P 0 BOX 1161 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 417 0575 Structure Information 000 000 TWO-STORY ADDITION & REMODEL Other struct info HARD SURFACE AREA Permit BUILDING PERMIT RESIDENTIAL Additional desc Permit pin number 146449 Permit Fee 922 25 Plan Check Fee 599 46 Issue Date 6/23/09 Valuation 85592 Expiration Date 12/20/09 Qty Unit Charge Per Extension BASE FEE 670 25 36 00 7 0000 THOU BL-50 001 100K (7 00 PER K) 252 00 Permit MECHANICAL PERMIT Additional desc Permit pin number 146837 Permit Fee 171 20 Plan Check Fee 00 Issue Date 6/23/09 Valuation 0 Expiration Date 12/20/09 Qty Unit Charge Per Extension BASE FEE 50 00 3 00 7 2500 EA ME VENT FAN (SINGLE DUCT) 21 75 1 00 10 6500 EA ME STOVE/FIREPLACE/MISC APP 10 65 6 00 14 8000 EA ME HEATER(SUSP/WALL/FLOOR MTD) 88 80 Permit PLUMBING PERMIT 2 Additional desc Permit pin number 146829 Permit Fee 128 00 Plan Check Fee 00 Issue Date 6/23/09 Valuation 0 Expiration Date 12/20/09 Qty Unit Charge Per Extension 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 o;construct' n. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:FormsBuilding Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs) PLUMBING Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL. Walls Ceiling FRAMING Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION. Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction R.W PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 . Building 417-4815 T:Forms/Building Division/Building Permit % CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Page 2 Application Number 09 00000469 Date 6/23/09 Application pin number 249064 Qty Unit Charge Per Extension BASE FEE 50 00 8 00 7 0000 EA PL-PLUMBING TRAP 56 00 1 00 7 0000 EA PLWATER LINE 7 00 1 00 15 0000 EA PL-SEWER LINE 15 00 Special Notes and Comments June 8 2009 2 22 46 PM sroberds The proposal will result in a two story residential addition/remodel for total lot coverage of 15% and site coverage of 19W in the RS 7 zone May 28 2009 11 37 22 AM Bob Larson 360 417 4706 MAINTAIN CLEARANCES FROM SERVICE WIRES Must maintaine 5 feet minimum clearance between the edge of any building projections (including rain gutters) and the existing overhead electrical conductor or the conductor must be relocated Electrical load calculations and electrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Abandon existing sewer line at property line expose and cap an inspection by Public Works Engineering is required 24 hour advance notice is required Other Fees STATE SURCHARGE 4 50 t Fee summary Charged Paid Credited Due Permit Fee Total 1221 4'5 1221 45 00 00 Plan Check Total 599 46 599 46 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1825 41 1825 41 00 00 Separate Permits are required for electrical work, SEPA, Shoreline,ESA, utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local Tl�egulating construction or the performance of construction. G Z3h wu0 (�i Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:FormsBuilding Division/Building Permit BUILDING PERMIT INSPECTION RECORD Q — 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 S IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION ootin s Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor/Slab Rough-In LL Water Line(Meter to Bldg) Gas LineT Back Flow/Water FINAL Date ��001 pted b JL N AIR SEAL. r Walls " Ceiling [ FRAMING Joist irders/Under Floor Shear aW Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATIONt— Slab W Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Z�� ccepted b MANUFACTURED HOMES Footing/Slab ,Blocking 8 Hold Downs Skirting PLANNING DEPT Separate Permit#s SEPA. Parkin /Lighting ESA. Q 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 7r L� J' S v T:Forms/Building Division/Building Permit —LA GcA RE C JUN 0 5 2009 11 30 CITY OF PORI"ANGELES _ g,� BUILDING IIIVISIG�J ��1(' Ht2e-- r� �Xll1f ING In IJ Ip Gh or tp wI �4X1� �11'JK> IN�v11�� fool- ' M IN U~ not I �1�ApiEl'�� O► Al; V? ( co Nr I T Nr t 7 l I � 1 -~- -- 1234 E 3RD ST PERMIT #09-469 1 4 PR❑P❑SED I� o R❑❑M ADDITI❑N i v EDGE ❑F EAVE AND/❑R RAIN GUTTER H > MUST BE 5' MIN PER Q NESC RULE 234C 1 a w \ w 0 H H SGP�ti. x - w .e ACCEPTANCE OF THESE PLANS FOR CONSTRUCTION CONSTITUTES AN UNDERSTANDING AND AeCEPTANCE OF BELOW MENTIONED ITEMS. PROJECT REQUIREMENTS APPLICABLE CODES. 1 All construction shall conform with the following applicable codes International Residential Building Code 2006 Uniform Plumbing Code (U.P C )—2003 edition International Mechanical Code (I.M.0 )—2003 edition International Fire Code (I.F C )—2003 edition National Electrical Code (N.E.C )—2000 edition Washington State Energy Code CONTRACTOR NO'T'ES. DRAWINGS AND SPECIFICATIONS. 1 Contractor to physically verify all existing site dimensions, conditions, etc pertaining to the work before proceeding. Notify Architect of any variations from the dimensions and/or conditions shown on the construction drawings. Any variations shall be resolved by the architect prior to proceeding with the work, or the contractor accepts full responsibility for cost to rectify same, if required. 2. The intent of the drawings is to show general scope of the work. Methods and materials not explicitly implied are to be builder designed. Provide submittals for approval where specifically requested in the construction documents. 3 CONTRACTOR SCALES DRAWINGS AT OWN RISK. Use written dimensions shown on drawings. If discrepancies are noted,please contact the ARCHITECT 4 All dimensions shown on drawings are taken from face of studs UNO 5 Contractor to cross reference with city/county approved plans for any changes and/or additional requirements by the County 6 Features not fully shown on plans or details are to be provided as specified for similar conditions. PROTECTION AND QUALITY OF WORD. 1 All information contained in these documents represents a"basic design service"that requires the Contractor to be knowledgeable and experienced with all aspects of construction including all building codes and regulations imposed by the County, State, or any other agency having jurisdiction over the project. 2. All work shall comply with State and Local ordinances, and be done to the highest standards of craftsmanship by journeymen of the respective trades. All work shall be installed complete and in operating condition. 3 Consider quality of materials specified as minimum and any change shall demonstrate better quality unless specifically released by OWNER. All changes must be approved by the Owner Materials not specified shall be of high quality intended for residential use. 4 Contractor to provide adequate heat and shelter for material prior to, during execution of the work, and until Owner acceptance,to maintain dimensional stability and material quality Materials at installation shall be of a moisture content that will not alter general appearance or integrity of assembly when moisture content decreases or increases beyond service levels. 5. Protect all existing site improvements, sidewalks, and utilities that are to remain in an active manner by erecting wrapping, barricades, and or covers as necessary to ensure that there is no damage whatsoever to this or adjacent properties. Repair any damage to original condition or better 6 Refrain from creating dirt, dust conditions and noise that interfere with the use of adjacent properties, city streets, and walks. Clean and/or repair walks and streets damaged by this construction and cost shall be the responsibility of the contractor Last printed 5/7/2009 10:57 AM CAWinborn Data\PROJECTS\Residential\Brenkman\Master General Notes CURRENT.docm EXECUTION AND COORDINATION. 1 Except for the Building permit the Contractor shall secure all other required permits. Contractor to call for all required inspections. 2 Contractor shall pay all necessary fees required. 3 Contractor shall carry all insurance required by law 4 Safety, care of adjacent properties during construction, compliance with Local, State, and Federal Regulations regarding safety on site shall be the contrator's responsibility 5 Contractor shall coordinate the work of all trades to avoid interference between divisions of the work. Where installation and/or connection of equipment is not specified, and where such connection and/or installation is required for a complete and operable system,the Contractor shall be held responsible for such connection and/or installation. 6 Working hours for the use of LOUD EQUIPMENT shall be limited to between 7.30 AM to 6°00 PM MONDAY THROUGH FRIDAY This equipment shall include, but is not limited to compressors, graders, drills, and other similar equipment. 7 The contractor shall cease all work related to the finding of hazardous materials on this project, and immediately notify the OWNER in writing of such findings. 8 Provide portable fire extinguishers per NFPA 10-1975 and in construction shack. Permanent extinguishers by OWNER. Fire extinguishers shall have a"2A"rating. 9 Unless otherwise specified, Electrical, Mechanical, Etc is to be bidder designed, OWNER and/or AGENT (CONTRACTOR) is responsible for all work done on site as to proper installation, etc. CLOSE OUT. 1 CONTRACTOR to remove all materials not related to the finish product from the site. 2. CONTRACTOR to provide final cleaning of all areas throughout the project. Remove all grease, adhesives, dust, dirt, stains, fingerprints, non-permanent labels and other foreign materials from sight exposed interior and exterior surfaces including windows (interior and exterior). Cleaning includes cleaning windows inside and out. Provide periodic cleaning of construction site. Provide cleaning as required for painting. ACCEPTANCE OF THESE PLANS FOR CONSTRUCTION CONSTITUTES AN UNDERSTANDING AND ACCEPTANCE OF ABOVE MENTIONEID ITEMS. CONSTRUCTION REQUIREMENTS. .SITE WORD. 1 Clearing and grading shall conform to Local requirements, and shall be conducted such that erosion of soils and vegetative losses are minimized. 2. Verify location and disposition of utilities before starting work. 3 See Demolition Notes. 4 Contractor to review all existing Site conditions, establish all property lines and set backs prior to construction. 5 Final Grading: Spread and grade stockpiled topsoil to levels shown on finish grade on Drawings. Distribute topsoil evenly over rough-graded areas to a depth of 4" Topsoil shall be from stockpiled topsoil and shall be used for finish grading. Topsoil shall be selected to be reasonably without mixture of subsoil, and shall be clean and reasonably free from clay, lumps, stones, roots, or similar substances more than 1" in diameter, debris, or other objects which might be a hindrance to planting operation. Any additional topsoil needed to complete the work should be included in the bid. Rake to smooth surface when complete then distribute the stockpiled duff and leaf litter where shown in landscape plan. Last printed 5/7/2009 10:57 AM CAWinborn Data\PROJECTS\Residential\Brenkman\Master General Notes CURRENT.docm FOUNDATION NOTES 1 Verify all existing conditions before proceeding with work. 2 Footing to bear on fine, undisturbed, native soil. 3 Step foundation wall as required by grade Run footing and reinforcement continuously 4 Drainage a. D S Downspout stub out. Tie downspout to tight-line 4" dia. solid pipe, independent of footing drain line. Provide positive drainage. Tie to storm water drainage system. b Run 4" dia. footing drain continuous at foundation perimeter Provide positive drainage away from structure Wrap w/filter fabric, bury in washed, free draining gravel. 5 Concrete exposed to weather to be 3,000 psi (UNO)with air entrainment between 5%and 7%. Except for garage slabs concrete not exposed to weather shall be a min. 2,500 psi per IRC 402.2 All psi rating at 28 days. Min. 5-1/2 sack mix. UNO Refer to Finish Schedule and Plans. Otherwise Finish flat surfaces smooth at interior slabs, light broom finish at exterior in direction of slope. UNO, See Finish Schedule for additional information.Apply curmg sealer as early a possible Protect from freezing. 6 Concrete cast against grade,provide 3"min. bottom and 2"min. side cover for reinforcing steel. 7 Damp proofing at exterior surfaces below grade 8 All wood in contact with concrete or ground to be pressure treated. All metal in contact with treated wood to be hot dipped galvanized or stainless steel. Includes all bolts, washers, nuts, nails, screws, connectors and plates. For Simpson Connectors,refer to catalog for required surface treatment. At connections exposed to weather, wrap wood with Vycor, self-adhesive, flashed. 9 Crawl space access hatch to be weather-stripped, and insulated to the same value as surface it is located. Min. 18"x24" 10 Crawl space. Maintain min. 12" clearance between untreated wood and ground. Provide a min. 18" of clearance for crawl access. 11 Crawl space ventilation. a. Required vent area is 1/150 of crawl space to be vented. b All venting to be installed per manufacturer's specifications. c. Area per vent: i. Rim or cast(14' x 7') 51 s.f./vent d. Venting required at new crawl space i. Area to be vented. s.f. ii. Area of venting required s.f./150= 609 s.f. iii. Req Vents. 6 9 s.f./51 s.f./vent= (14) 14 x 7 -vents 12. Batt insulation per schedule,with vapor retarder on warm(in winter) side 13 6 mil. polyethylene vapor barrier in crawl space, lap 12' min at splices 14 Exterior ledgers to have flat flashing to wall and ledger flashing installed prior to joist installation. Use 5/8" round lags at 16" o c , stager pattern to 1-3/4" LSL rim. Provide shaft clearance holes at ledger and lead holes at rim. 15 At cripple walls, provide same studs as floor above. Nail shear walls,the same as above. Provide threaded rod and coupler nuts of same grade and size as shear wall anchors. 16 Provide min. (2) 1/2"round A.B with min. 7"of embedment and 3" sq x 1/4" washer at foundation sill plate, with a maximum spacing of 48" o.c., with(1)bolt located within 7" to 12" of each end of sill plate Also see additional anchor bolt requirements at Shear Wall callouts. 17 Protect HVAC and water tanks in garage/parking areas with 2-1/2" round schedule 40 pipe Embed minimum of 24" in 12" round concrete. Fill with concrete and round top Project minimum of 42" Paint, color as selected. Last printed 5/7/2009 10:57 AM C:\Winborn Data\PROJECTS\Residential\Brenkman\Master General Notes CURRENT.docm FLOOD FRAMING NOTES. 1 All framing hardware to be `Simpson' or approved equivalent by ARCHITECT Install per manufacturer's specifications. 2. Manufactured floor joists a. Install per manufacturer's instructions. b Where required, use Joist hangers as required by Joist manufacturer c Install solid blocking or web stiffeners as required by Joist manufacturer and where indicated. d. Install 1-3/4" Timberstrand LSL rim Joist. e Provide manufactured Joist shop drawings to ARCHITECT for review and approval prior to ordering Joists. 3 All beams in crawl space to be 4 x 12 DF#2, UNO Provide positive connection from beam to post w/ `Simpson' CC44 or CC46, UNO 4 All posts in crawl or damp areas to be P T 4 x 4, w/P T 4 x 6 @ bin breaks. Provide positive connection from post to footmg w/ `Simpson' CB44 or C1346, UNO 5 All concrete pads to be 24"x24"x8"deep UNO w/(3) #4's each way bottom UNO 6 Lap all floor Joists 6"min at bearing, and provide solid blocking. 7 Provide T& G, 3/4"thick, 48/24 Struct. I or Il plywood sub-floor Glue sheathing to Joists per manufacturer's specifications. Screw sheathing w/#8 x 2 inch "Grabber" #282 or equal deck screws @ 6" o c edges, 12" o c field, LINO Use"Edge Gold"or" Top Knotch Orange Plus"or approved equal. 8 Exterior ledgers to have flat flashing at wall and ledger, "L" flashing installed prior to Joist installation. Use ledgerlock screws, stagger pattern to 1-3/4" LSL rim. 9 All fastenings per Section R501, UNO 10 Deck: 1 x6 cedar decking with concealed fasteners. Color or sealer selected by Owner MAIN FLOOR NOTES. 1 Exterior walls to be 2 x 6 DF#2 @16' OC single bot. plate, double top plate. UNO Interior walls to be 2 x 4 DF#2 @16'OC, single bottom plate, double top plate, UNO 2 Typical Header(HDR) size. 3 1/8" x 6" GLB UNO Place all headers to outside face of exterior walls. Insulate resultant cavity Provide single cripple under ends of header for openings 3'-0" and less. Provide double cripple under ends of header for openings greater than 4'-0" UNO 3 Provide (2) stud posts min. in walls under all point loads from roof, except where indicated otherwise. 4 All framing hardware to be `Simpson' or approved equivalent by ARCHITECT Install per manufacturer's specifications. 5 Interior wall sheathing to be 1/2" GWB Interior_ceiling sheathing to be 5/8' GWB, UNO Finishes per Finish Schedule. 6 Crawl space &attic access hatch to be weather-stripped and insulated to the same value of the surface it is located. 7 Guardrails to be minimum of 36" above floor landing, or stairs. Guardrails to be +34" to+36" above nose of treads Balustrades at guardrails spaced so that a 4"round sphere cannot pass. 8 Handrails to be continuous, +34"to+38" above stair nosing and landings. Handrails to be 1-1/2"round, mounted to maintain 1-1/2" clear between handrail and wall or guardrail. Return handrail ends into adjacent walls or newel posts. 9 Provide shower and tub with water-proof finish to a min. of 7' above drain inlet. Place water-proof backing to same height or greater 10 Weather-strip all doors to unconditioned spaces. 11 At walls and floor joists use batt. nsul. per insulation schedule, face stapled with vapor retarder on warm (in winter) side. 12 Siding per elevations and Finish Schedule 13 'Tyvek' air barrier, lap 12"min. At splices, install per manufacturer's instructions. 14 Provide blocking or continuous rim over all bearing walls or beams. CAWinborn Data\PROJECTS\Residential\Brenlcman\Master General Notes CURRENT.docm 15 Typical wall sheathing 1/2 nominal OSB and per braced wall panel detail. 16 All fastenings per Section R602. 17 Install wood/gas`stove per manufacturers written instructions and per codes MISCELLANEOUS WOOD FRAMING NOTES. 1 All 2x timber to be kiln dried. All grades shall conform to "WWPA Grading rules for Western Lumber" 2 All wood in contact with concrete, below grade, in contact with earth, or exposed to the elements shall be pressure treated. 3 All metal in contact with pressure treated wood to be hot dipped galvanized or stainless steel. This includes, but is not limited to, all nails, screws, lags, bolts,washers,plates,hangers, and straps. 4 Fire blocking, draft stops, and fire stops per R.602.8, R1001 16, and R1003 13 5 Contractor is responsible for erection bracing and shoring during construction. 6 Notching beams, girders,joists, and I-Joists. a. Beams, girders, and Joists supporting bearing walls or other concentrated loads, shall not be notched. I-Joists shall not be notched. b Joists, except as noted above, may be notched no deeper than 1/4 of the depth, at top edge only,provided such notch is located within 1/8 to 1/4 of span from face of support. c. Saw cuts for notches shall not overrun depth of notch. d. Holes in joists, beams, and girders shall not be larger to diameter than I/10 the depth of member and shall be located within center half of the span. e. All holes shall be centered within depth of member f. Holes and notches in studs shall be located within 1/3 of height from either top or bottom but not closer than 8" from plates. g. Holes and notches in studs shall not exceed 1" in diameter or depth. h. Studs in exterior walls shall not be notched. >. Notches or holes for cross ventilation in sawn rafters shall not exceed 1" UNO 7 Joists, rafters, and decking shall neither be cut and headed nor displaced to provide for openings in roofs or floors, except as detailed on drawings. 8 Install all horizontal members with crown up 9 All members in bearing shall be accurately cut and aligned so that full bearing is provided without use of shims. Load-beanng post shall have full blocking or support under Notch all rafters for full bearing on all supports. Provide minimum of 2"bearing of all joists on wood or metal. Provide a minimum of 6"lap ofjoists on interior supports. 10 Apply all plywood wall sheathing as follows Center vertical points over studs and center horizontal points over 2"blocking or plates. Nail top of panels to double top plate, and nail bottom of panels to anchored sill plate Apply GWB so that end jomts of adjacent courses do not occur over the same stud. 11 Plywood sub-floor and roof sheathing: Install with face gram at right an*les to supports, continuous over two or more spans. Allow minimum space 1/16"between endpoints and 1/8 at edge joints for expansion and contraction of panels. 12 Provide cutouts, blocking, curbs, and/or other requirements specified by mechanical, plumbing, and electrical SUBCONTRACTORS 13 Lags. Drill holes to match shaft diameter in top member Drill lead hole in member for treads. Apply lubricant to threads. At double rims or beams, extend lags into second member 14 All hangers, straps, hold downs, etc. called out are by Simpson Strong Tie Co Refer to catalog for surface treatment required for products in contact with P T lumber At double members, use full-length nails into second member 15 Minimum post to beam connection shall be AC (max), strap beam corners with CS 16 (UNO) CAWinborn Data\PROJECTS\Residential\Brenkman\Master General Notes CURRENT.docm 16 Cover surfaces behind siding, and under roofing, and where indicated on drawings with asphalt-saturated, non- perforated, felt without wrinkles for buckles. Lap horizontal Joints 12" 6"at vertical Joints and carry into openings, up walls 12" and down sides 6"minimum. Locate end laps at least 18"from internal and external corners. 17 All Glue-Lam Beams to be DY 24F V4 or V8 as applicable Architectural grade where exposed. EXTERIOR S'T'EPS CONSTRUCTION. 1 Maximum three risers without handrails. 2. Nose max 1-1/4" and 3/4" minimum for solid risers. 3 Solid risers at exterior steps a. Risers Maximum 7-3/4", minimum 6" b Tread @ 16" wide. 4 See Electrical Notes for step lights. 5 See Main Floor Notes for handrail and guardrail requirements. INFILTRA'T'ION CONTROL. 1 Exterior Joints around windows and door frames; openings between walls and foundations, between walls and roof, and between walls and panels, openings of penetrations of utility services through walls, floor, and roofs and all other such openings in the building envelope, including access panels into unheated spaces, shall be sealed, caulked, gasketed, or weather-stripped to limit air leakage 2. All exterior window and door openings shall be flashed with minimum 26 gage corrosion resistant metal. Building paper/wrap to be lapped over head flashing, typical. Use `Moistop E-Z Seal' or approved equivalent by ARCHITECT at perimeter of door and window openings. Install per manufacturer's specifications, and in accordance with R903.2 and R903.2.1 3 Flashing and counter flashing to be minimum 26 gage corrosion resistant metal, and shall be installed in compliance with R903.2 and R903.2 1 GYPSUM WALLBOARD (GWB). 1 Gypsum board work and materials shall meet all requirements of ANSI No A 97-1, for the"Application and finishing of wallboard" 2. Stagger vertical Joints on opposite sides of walls. 3 Use tapered edge boards in sizes to minimize Joints. Use water resistant (green board) in damp locations and adjacent to plumbing fixtures. Use [1/4" -OR- 1/2"] WonderBoare Cement Backerboard at tile or slate 4 Joint compound system mixed, applied, and finished in compliance with manufactures'printed directions. To be invisible after finished, including all metal corner beads and trim. 5 Fasten to framing per Table R602.3 1 6 Seal coat prior to texture Texture Light orange peel UNO 7 Paint: Use best painting practices, no runs or holidays. Best quality primer with two finish coats of good quality latex. Use semi-gloss, enamel at painted trim, eggshell finish at other areas. Typical ceiling color to be white, color as selected by OWNER for walls. 8 Standard Air seal required. 9 All exposed drywall corners and edges to have metal corners & edges. DOORS AND WINIDOWS. 1 All windows on the Second Floor and above shall have a minimum sill height of 24 inches above the floor 2. All glazing subject to human impact shall be safety glazing. This includes glazing in doors, within 18" of floors or walking surfaces, within 24 of doors, and in shower or tub enclosures. See Section R308 4 CAWinborn Data\PROJECTS\Residential\Brenkman\Master General Notes CURRENT docm 3 Safety glazing shall conform to Section R308 4 Wired, tempered, and laminated safety glass must meet I.R.0 standards. 4 Skylights shall conform to R308 6 in maximum span for wired and laminated glass with an approved interlayer having a minimum thickness of 0 030 inch. 34"maximum span for tempered glass with an approved thickness 7/32" Minimum 4"curb required, 6" preferred UNO Screens required with glass other than laminated, wired, or fully tempered meeting conditions in Section R308 6.5 Manufactured by Crystalite UNO 5 Doors and windows called out in feet and inches UNO 6 See plans for window size and style. See elevations for combination, orientation, and swing. 7 Window brand Milguard or approved equivalent by owner UNO/ Metal Door brand Stanley/French Door brand Existing 8 Provide Shop drawings for review by ARCHITECT 9 All Interior Doors to be Solid Core, Panel to match existing UNO ROOF NOTES. I All roof pitches and roofing per elevation. 50 year Composition Roofing by Elk or Malarky Roofing Co Install per manufacture's written instructions Follow International Residential Code R905 for underlayment applications at low roof slopes. (2 in 12 to 4 in 12 slopes) 2. All framing hardware to be `Simpson' or equal. Install per manufacturer's specifications. 3 At rafter framing a. Splice all hip beams, valley beams, and ridge boards at bearing points. b Cross ventilation. See Miscellaneous Framing Notes for notches. 4 Cross-hatching indicates over framing. Over framing to be 2x6 DF #2 rafters @24"o.c UNO 5 Flashing per R901 6 All post downs to be positively connected with `Simpson' framing anchors. 7 Provide `Simpson' HI at each end of rafter and truss. 8 Insulate per schedule. Batten insulation with vapor barrier, face stapled, per schedule. Vapor barrier not required where ventilation space averages 12" or more. 9 Cardboard baffle at all eaves,ridges,wall vents and as required to maintain I" minimum clear air space from sheathing. 10 Attic ventilation. a. Half of required roof ventilation to be installed at upper portion of attic, other half to be installed at eaves. Venting at upper portion to be installed 36"min. above eaves. b Required vent area is 1/150 of attic area to be vented. c All venting to be installed per manufacturer's specifications. d. Area per roof vent: 1) Bird block (3-2" holes) 065 s.f./vent 2) Ridge vent(`core-a-vent' v400) 125 s.f./l.f. of vent e. Venting required 1) Area to be vented. s/f/ 2) Half required at upper portion. s.£/2= s.f. 3) Area of venting required. s.f./300 = s.f. 4) Req Vents at upper portion of attic s.£/ 125 s.f./l.f. of vent= 1.£,min. 5) To provide cross ventilation in vaulted ceiling, notch 2x12 rafters 1" deep per Framing Notes. f. Provide bird blocking (3-2" screened, holes) at every rafter bay g. Provide continuous, 2 inch wide, screened metal vent at all enclosed soffits UNO h. Provide continuous ridge and hip vent and install per i-t .' roof mfr s specifications. 11 Roof sheathing 5/8" min. at supports at 24" o c 12. Use continuous, metal gutters and down spouts. Down spouts tied into drainage system. Use metal eave and rake flashing. C-\Winborn Data\PROJECTS\Residential\Brenkman\Master General Notes CURRENT docm I ]ELI,ECTRIGAL/f LUMBING/M E6CHANICAL NO'T'ES. (see addition electrical notes) 1 Mechanical, plumbing, and electrical systems are to be bidder designed, and are to conform to the latest applicable code for each trade 2. Provide cast iron drain piping at all plumbing fixtures overhead in habitable spaces. 3 Locate propane tanks a minimum of 10 feet from any ignition source 4 Use frost proof hose bib at non-insulated walls. Use frost proof yard hydrants. 5 See additional electrical notes on Electrical Drawings ELEVATION NOTES. 1 All exterior window and door openings shall be flashed at the head with min. 26 gauge corrosion-resistant metal Building paper to be lapped overhead flashing,typ Use `Moistop E—Z seal' at perimeter of door and window openings. Install per manufacturers instructions and per Code. 2. Flashing and counter flashing to be min. 26 gauge of corrosion-resistant metal, and shall be installed in compliance with Chapter 7 and 9, flash tops of horizontal trim. Flash as indicated and required. 3 Flash all roof penetrations. Flash valleys per Chapter 9 Flash roof/wall intersections per R903 4 All Hardie products to have high quality exterior grade, alkali resistant primer and two top coats of 100% aciylic, exterior paint. All wood trim to have high quality exterior grade oil based paint finish. Primer and two top, color coats. Minimum two colors with trim differing from bodv Use best painting practices, no runs or holidays. Colors per owner 5 S G safety glazing per R308 4 6 Mount all down spouts on min. 1 x 4 cedar board. U.N O TYPICAL WALL. CONSTRUCTION. 1 Siding per elevations 2 `Tyvek' air barrier, lap 12"min. At splices, install per manufacturer's instructions. 3 Wall sheathing minimum 3/8 inch(nom 1/2") and per Notes and braced wall panel detail. 4 2 x 6 wall studs @ 16" o c. at exterior, UNO 5 2 x 4 wall studs @ 16" o c at interior, UNO 6 Batt insulation per schedule, face stapled with vapor retarder on warm (in winter) side. 7 1/2" GWB at interior,UNO Typical air seal package. TYPICAL FLOOR CONSTRUCTION. 1 Finish floor per plans, Finish Schedule, and Floor Framing Notes. 2. Nominal 3/4 inch tongue and groove sub-floor sheathing glued and screwed per Notes and Sections. 3 Floor joists per Framing Plan. 4 Beams, posts, and piers per Foundation Plan. 5 6 mil. Polyethelene vapor barrier in crawl space, lap 12"min at splices. 6 Batt insulation per schedule, with vapor retarder on warm (in winter) side TYPICAL. ROOF CONSTRUCTION. 1 See roofing notes. - 2. 304 builders felt 3 Rafters at 2'-0 o c. 4 Soffit to match existing _5 Batt insulation with vapor barrier, face stapled,per schedule. Vapor barrier not required where the ventilation space above the insulation averages 12" or greater 6 Cardboard baffle at all eaves,-ridges, and wall vents to maintain min. 1"clear air space from sheathing C\Winborn Data\PROJECTS\Residential\Brenkman\Master General Notes CURRENT docm ELECTIUCAL NOTES. I Provide power to each gas unit. 2. Provide 3-way switches as noted. 3 Provide (2)dimmers. 4 Allow(1) set of 2 security lights. 5 Provide cable and television outlets in bedroom and kitchen, 6 Provide exterior junction box for future landscape lighting. 7 Provide wall outlets per code and as noted. 8 Smoke detectors-hardware with battery backup, interconnect audio 9 Exhaust fan—Kitchen use 800 CFM @ 0.25 water gauge, switch control. All others use 80 to 100 CFM @ 0.25 water gauge, switch control with timers. 10 G.F.I at all damp locations, (including outside) or adjacent to plumbing fixtures. 11 W.H.V Whole House Vent with timer operated by switch. Per WSVIAQC Sec 303 4 Capacity- 60—90 CFM @ 0.25' water gauge mimmum or air-to-air heat pump 12. Use sloped cans at vaulted roof. 13 To reduce sound transmission, do not place outlets back to back. 14 See PROJECT NOTES for mechanical notes. R EIyt®I[.,IITI ffON NOTES. 1 Before Demolition notify owner of unanticipated hazardous material, structural, electrical, or mechanical conditions. 2 Coordinate with occupants when area must be vacated in which demolition will occur 3 Notify owner(3)three days prior to Mechanical or Electrical Shutdown. 4 Dust must be kept at a minimum! Notify owner of means. 5 After the project begins the contractor is responsible for condition of the structures. 6 Survey existing conditions (including but not limited to electrical and plumbing service to other areas) and correlate with drawing and specifications to determine the extent of demolition required. Restore any remaining, partially demolished equipment/structure to original condition or better 7 Provide protection for persons passing around or through area of demolition. 8 Perform demolition to prevent damage to adjacent facilities to remain. 9 Erect temporary protection such as but not limited to fences as required by city 10 Construct and maintain shoring, bracing and supports as necessary to ensure the stability of the structure. 11 DAMAGES Without cost to the owner or delay, repair any damages that remain. 12. Remove existing material as required unless indicated to reinstall or salvage. Reinstall in location indicated. Protect existing to remain against damage during demolition. 13 Promptly dispose of materials resulting from demolition to a legal off-site disposal. 14 Cleaning- a. Broom clean interior areas. b Leave all interior cabinets and horizontal surfaces free of dust. c. Leave exterior areas free of debris. 15 Remove siding as required to integrate new material caulk all points with high quality caulk. 16 Salvage landscaping as directed by owner 02072 o,soar,t." BUILDING PERMIT APPLICATION Print In Ink ` '^r•�- CITY OF PORT ANGELES -� For City Use Only Attn Building Permit Technician Date Received `= 321 E. Fifth St. Port Angeles WA 98362 j , Permit# 7 (360)417-4815 fax (360) 417-4711 Date Approve 'a ApplicantVir-4W� Phone'l L} ?SGS( Property Owner j! d H Phone T q9t �7 Property Owner's AOdress Z ✓ Contractor +641101j0� Phone 0 Contractor's Address , p Llcense # yt�"C G RGlo Wt Grlr Expires �_ _— E-mall ( ,Oryx PROJECT ADDRESS ��3� � �A N�l� 1�3GZ— Parcel Number Lot Zoning Project Type & Brief Description Residential ❑ Multi family, ❑ Commercial ❑ Industrial Check all that apply ' 1 ❑ New Construction (-6(az s,-f} OJ I- " on Addition ,kI Moo_k4M �)ypo . ,��-,� .230 s W►ocAFf XRemodel _ , ❑ Repair Xi Demolition - Re-roof House garage ❑ other tear off & re-roof ❑ lay over one layer ❑ Heat System ❑ Heat pump ❑ wood-burning stove .I gas fireplacpellet stove ❑ other ❑ Other ---------------- --- - --- _Floor Areas Existing (sq, ft.) Prosed(sq ft. �'QII�GG�E` 23U sg l bs/ l'i'l 6 Basement ��j' @ $ _ per so 1St Floor �b►�►r7��/ -- @ -t� 2 Floor - ---�1 '» --�- )�---- $�460 3rd Floor Garage —-- -2 - ---- -- -- Carport Covered Porch Deck b2�nq �ern��''-`�7 O --- - --— --- Shed � -- ----- - - --- - Other 4110 _- t .12.5G+40 {c {- 5284 yg t +?j(oTOTAL VALUATION $ UJ 51 ,�` Total footprint of structures Z�{j sq ft. - Lot size sq ft. = Lot coverage 57-% Site Coverage = the amount of Impervious surface on a parcel including struct.ires paved driveways sidewalks patios and other impervious surfaces (see PAMC 17 94 135 for exempts ns) 2,215 Site coverage 11S % Avcs � Max height of proposed structures 2-�- ft Occupancy group �1, #of bedrooms Y1`SMI Will a lawn sprinkler system be installed' 1110 Occupant load _ #of full baths _L _.{� Will a fire sprinkler system. be installed? h Construct on type # of half baths I have read and completed this application and know it to be true and correct. t am author,-ed to apply for this permit and understand that it is my respon;,ibility to determine what permits are requir(e�d�and to ottain permits prior to working n profVCts Date 1 0 Print Name ,vr �"�� TvV, V 9{��1 fi/�KO Signature T Forms:Bu,idin Di-ision/Bid Permit.do ��` V s g - 00.bove ine w cove eA porch 61 some crP ext 9H 6 borne NOTES Permit# s- C)CIv� S t !eyI F Forms/Building Divisior)./Not:.,� 1'2 / 1227 / 1214 122+3 1228 f d e d >r ens ;221 os 301. \ 1306 1227 f' 314- 1 ` .322 / �✓ „� � `�, � '13p1 •,, f 0 1 _ 2 1 FsLorT Yn _ J ,�11fi wTv,s 1�17P�Nt7o N �� '►N�TAti� N�w �IN� �sl +� 4F- /dNRVIL j ,P'R T1QNh. � a � I � pOw�� I� ffoGP�i1oN i �mv N �lT 'BLAH ��rr`— O� PORTgi�. " PRESCRIP'T'IVE APPROACH-SIMPLE FORINT For the Washington State Energy Code (2006 Edition) " Climate Zone 1 CITY GOVERNMENT Site Information Building Department Use Only Lot. Permit Address Notes City- PP&IIA5 State _Y1A— zip Contact: . 6yY Phone Phone 2 FAX Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) `.s}'n .iii r-'-..K..x� •. 5. "^?�'s5i•- - w1?i 11= -" l - ".•.- ".> �Glaztn }"'" Y,.-� �,. i,. ';�;; s ''4:w.,•,,. :£r�Wall, `Wall'' : ,- Yg; GI'azin.grU=Fa'cfor r'iD.00r'," _ . - Wall yZ `IVadlt—dJ - A R `O"`tions Area ,_ d:: s :Interior Ezte�ior:': Slah-on-P, 'o 2#, Cgilirig; - .�...x. Belgw :Bel'ow u =Goncrete- ...,...,, ;�,. •��..._... ,,.. .., .=s�;t::-. ,;.: - :,.�',:. - �' ,Gratle ;Grade Unlimited `` Group R 3 IV an dR4 035 058 0.20 R38 R30 R21 R21 R10 R30 R10 Occupancies Onl 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, securi'v or architectural purposes Location of the door taking this exception X602 6 Exception 2 If a door is mostly glass, it should meci the requirement of the vertical glazing U factor listed above O�f lyv ✓v A^ Location of the door(s)taking e,�,+ceptlon ((� % (Ivn, �l� yl L 1'�YG(.Fi� �nov�,ly d r CJI di ni 1AJ Type of Heat Source _ ��,1�� .� I T Forms/Building Dvision/Press-wive Approach-Simple Fore• M Electrical Information Form Public 4rorks& Utilities Department(360)417-4700 m City Electrical Inspector(360)417-4735 Please complete and return to Public Works & Utiiities Department Permanent service Name40 4 Name and address of party Street: 2� r:,- r responsible for permanent City/ State / ZIP. Por f'C 3& service billing? Daytime Phone p Home Phone (if other than.above) . Site contact: Name hW I '�'IY►tG6►JnSOVI Title l9✓g19i Daytime Phone O Z 15 1 Contractor Name h tdL h 1 Com an j h Daytime Phone 416.00 SLI Electrician. Name Vk // Company' gr Daytime Phone 6F' Excavator Name Com an Daytime Phone • • ' ❑Existing ❑New Single-family residence El Multi-family residence #of units ❑Commercial ❑Subdivision #of lots ❑Overhead service ❑General ^^serrviice LL *Street rground service ❑Other' /'>�1y11 Tt Description of work: O •'�l •'1. O�dress/lot number l2?j� �" ' Nearest cross street: Desired connection date. Electrical transformer serving property is on a pole ❑ on the ground Total square footage sq ft. Main disconnect size amps. Voltage 0120/240 1ph 0120/208 3ph 0277/480 3ph ❑120/240 3ph ❑480 3W 3ph ❑ Other Standard residential loads ( ightin refrigerator dishwasher washer) Check all that apply ❑A/C (_ton) ❑Range/Oven ❑Hot Tub —J ❑Clothes Dryer ,Heating ❑Pumps Hp) ❑ No Load Change ❑Water Heater ❑Elevator(_Hp) ❑Other • • • • Please provide a copy of the following *Detailed plot plan ( dwg or dxf format mandatory for subdivisions) *Electrical one-line drawing showing the service entrance panel and location *Connected load data. Size and locked rotor amps of all motors over 50h Applicant's Signature H&IbL UADateV I O /0!1 MAIL OR DELIVER COMPLET FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360-417-4711 WS WF Informat�on form. xls d PAK.-�:IJGHT;ENI i3Orioin tv r- it, P=vi"ed 1 `" '`✓ / l 4& 7327 7233 r 1214, r 1224 I ✓ r i 1226 r I ` 1234 /� b o VA 122 7 13016 /All Y4 ' • / 322 \°°� \ ••• , / `O f 1301/C` r ,�•� l hA(v,, V L F mc-r:onz D ARG-1 11TECT , yl MKL,j� \ �I All Ti4-PS fI lu f - ' �' ------ Z4g --- ---- J _._..___— ----- --- '_------ -- 32x4 —_----`�. -- --_--_ ._ ___.—_-------- ---- -- —� -- �b riv-- --------- -- i Z� p 70MCO - �j�� .� I ----- - ------ - ----- ,.- -------------------- PM,-IST Cba } — tUaCHI3' CT 547-g)I i I� i ; 7 N2 .7 -7c ----- - sono REUSTERED A ------- -- - _. 16o - I 'i i{ �1� BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn. Building Permit Technician For City Use Only, Date Received In-3,0-02 321 E. Fifth St. Port Angeles WA 98362 Permit# 0g- (360)417-4815 fax(360)417-4711 ' Date Approved ��Applicant or Agent � ►M�/J Phone Property Owner rM a /'ew w► Phone 340 4157- 5"073 Property Owner's AddressZ3 as f S Contractor/Engineer ( , -P •{-r Phone Contractor/Engineer's Address License # Expires E-mail PROJECT ADDRESS 17141 bij 1 d S k- Parcel Number Lot Zoning Proiect Type&Brief Description. Residential ❑ Commercial ❑ Multi-family ❑ Industrial Check all that apply ❑ New Construction ❑Addition ❑ Remodel ❑ Repair ❑ Re-roof ❑ Demolition ❑ Heat System ❑ Heat pump wood-burning stove ❑gas fireplace ❑ pellet stove ❑ other ❑ Other $ Floor Areas Existing(sq.jqJ Proposed(sq. ft.) Basement @$ per sq. ft. _ $ 1st Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other �JJ� TOTAL VALUATION $ vL�00 Total footprint of structures sq. ft. T Lot size sq. ft. = Lot coverage % Max. height of proposed structures ft. Occupancy group #of bedrooms Will a lawn sprinkler system be installed? Occupant load #of full baths Will a fire sprinkler system be installed? Construction type #of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain permits prior to working on projects. l> Date �� Print Name KAkrt�MK�Wk Signature -• 1 OF VOPi,N,C CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES,WA 98362 Application Number 08 00001376 Date 10/30/08 Application pin number 121504 Property Address 1234 E 3RD ST ASSESSOR PARCEL NUMBER 06 30 00 7 9 0400 0000 Tenant nbr name SAM J BRENKMAN Application type description MECHANICAL APPL PERMIT Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 4700 Application desc INSTALL A WOOD-BURNING STOVE Owner Contractor SAM J BRENKMAN KATHOL CONSTRUCTION 1234 E 3RD ST 312 BIGLOW RD PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 5093 (360) 417 5594 Permit MECHANICAL PERMIT Additional desc INSTALL WOOD-BURNING STOVE Permit pin number 137158 Permit Fee 60 65 Plan Check Fee 00 Issue Date 10/30/08 Valuation 4700 Expiration Date 4/28/09 Qty Unit Charge Per Extension BASE FEE 50 00 1 00 10 6500 ECH ME OTHER APPL N/R 10 65 Fee summary Charged Paid Credited Due Permit Fee Total 60 65 60 65 00 00 Plan Check Total 00 00 00 00 Grand Total 60 65 60 65 00 00 Separate Permits are required for electrical work,SEPA,Shoreline ESA,utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction at Print Narylia Signature of Contractor or A r orized Agent Signature of Owner(if owner is builder) T.Forms(Building DivisioiVBuilding Permit OP I BUILDING PERMIT INSPECTION RECORD W — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 4174815 Electrical Inspections 417-4735 Public Works Utilities 417-4807 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By- Comments FOUNDATION Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date: Accepted by- AIR -AIR SEAL. Walls . ••ll Ceiling FRAMING Joists/Girders Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION Slab Wall/Floor/Ceiling MECHANICAL. Heat Pum /Furnace/Ducts Gas Line 1 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. Parkin /Lighting ESA. Landscaping SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE Accepted By, Commercial Date Accepted By- Electrical 417-4735 Electrical C� Construction R.W Construction R.W PW /Engineering 417-4807 PW/Engineering Fire 417-4653 Fire Planning 417-4750 PlanningC Building 417-4815 _ Buildin 5 T-Forms/Building Division/Building Permit