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HomeMy WebLinkAbout1225 1/2 W Lauridsen Blvd - BuildingPREPARED 3/23/09 9 12 28 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/23/09 ADDRESS 1225 W LAURIDSEN BLVD SUBDIV TENANT NBR HOMEWARD BOUND CONTRACTOR COZI HOMES CONSTRUCTION INC PHONE (360) 452 9906 OWNBR HOMEWARD BOUND PHONE (360) 460 5533 PARCEL 06 30 00 0 4 5885 0000 APPL NUMBER 06 00000890 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 3/25/08 JLL 3/25/08 AP BL2 01 4/07/08 JLL 4/07/08 AP BAIR 01 5/07/08 JLL 5/07/08 AP BL3 01 5/07/08 JLL 5/07/08 AP BLI 01 5/09/08 PB 5/09/08 AP BL99 01 7/31/08 JLL 7/31/08 DA BL99 02 3/23/09 DRW 01 3/23/09 JLL BLDG FOUNDATION FOOTING TIME 01 00 March 25 2008 8 24 40 AM 1pangrle BRENT 775 1809 FOOTING AFTERNOON March 25 2008 3 02 51 PM jlierly BLDG FOUNDATION STEM WALL TIME 10 30 April 7 2008 8• 46 57 AM 1pangrle KELLY 808 4827 STEMWALL MID MORNING INSPECTION April 7 2008 4 43 32 PM jlierly BLDG AIR SEAL May 7 2008 9 03 21 AM 1pangrle KEN 460 0036 AIRSEAL AFTERNOON May 7 2008 3 53 24 PM jlierly BLDG FRAMING May 7 2008 9 02 48 AM 1pangrle KEN 460 0036 FRAMING AFTERNOON May 7 2008 3 53 24 PM jlierly BLDG INSULATION May 9 2008 8 23 57 AM 1pangrle KEN 460 0036 INSULATION May 9 2008 4 12 27 PM pbarthol BLDG FINAL July 31 2008 1 44 59 PM 1pangrle KEN 460 0036 BLDG FINAL July 31 2008 4 52 24 PM jlierly hand rails /alarm bell not working with smoke det /finish grade per code /pw /elec final regd /j11 BLDG FINAL March 23 2009 9 04 03 AM 1pangrle MELINDA 460 5533 BLDG FINAL BLDG DRYWELL March 23 2009 9 03 29 AM 1pangrle MELINDA 460 5533 DRYWELL COMMENTS AND NOTES PREPARED 7/31/08 8 44 20 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/31/08 ADDRESS 1225 W LAURIDSEN BLVD SUBDIV TENANT NBR HOMEWARD BOUND CONTRACTOR COZI HOMES CONSTRUCTION INC PHONE (360) 452 9906 OWNER HOMEWARD BOUND PHONE (360) 460 5533 PARCEL 06 30 00 0 4 5885 0000 APPL NUMBER 06 00000890 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 3/25/08 JLLI BLDG FOUNDATION FOOTING TIME 01 00 3/25/08 AP March 25 2008 8 24 40 AM 1pangrle BRENT 775 1809 FOOTING AFTERNOON March 25 2008 3 02 51 PM jlierly BL2 01 4/07/08 JLL BLDG FOUNDATION STEM WALL TIME 10 30 4/07/08 AP April 7 2008 8 46 57 AM 1pangrle KELLY 808 4827 STEMWALL MID MORNING INSPECTION April 7 2008 4 43 32 PM jlierly BAIR 01 5/07/08 JLL BLDG AIR SEAL 5/07/08 AP May 7 2008 9 03 21 AM 1pangrle KEN 460 0036 AIRSEAL AFTERNOON May 7 2008 3 53 24 PM jlierly BL3 01 5/07/08 JLL BLDG FRAMING 5/07/08 AP May 7 2008 9 02 48 AM 1pangrle KEN 460 0036 FRAMING AFTERNOON May 7 2008 3 53 24 PM jlierly BLI 01 5/09/08 PB BLDG INSULATION 5/09/08 AP May 9 2008 8 23 57 AM 1pangrle KEN 460 0036 INSULATION May 9 2008 4 12 27 PM pbarthol BL99 01 7/31/08 JLL BLDG FINAL TIME O3 00 30 July 30 2008 4 47 33 PM 1pangrle KEN 460 0036 BLDG FINAL AFTERNOON PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 7/31/08 JLL MECHANICAL FINAL TIME 01 00 July 30 2008 4 48 31 PM 1pangrle KEN 460 0036 MECHANICAL FINAL AFTERNOON PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 4/17/08 JLL PLUMBING ROUGH IN TIME 01 00 CONTINUED ONTO NEXT PAGE PREPARED 7/ 1/08 8 44 20 INS"ECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 7/31/08 ADDRESS 1225 W LAURIDSEN BLVD SUBDIV TENANT NBR HOMEWARD BOUND CONTRACTOR COZI HOMES CONSTRUCTION INC PHONE (360) 452 9906 OWNER HOMEWARD BOUND PHONE (360) 460 5533 PARCEL 06 30 00 0 4 5885 0000 APPL NUMBER 06 00000890 RES ADDITION REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 4/17/08 AP April 17 2008 8 53 17 AM 1pangrle KEN 460 0036 ROUGH IN PLUMBING AFTERNOON April 17 2008 3 53 58 PM jlierly PL2 02 5/06/08 JLL PLUMBING ROUGH IN 5/06/08 AP May 6 2008 9 08 42 AM 1pangrle VINCE 461 9635 ROUGH IN PLUMBING May 6 2008 4 20 46 PM jlierly PL99 01 7/31/08 JLL PLUMBING FINAL TIME 01 00 t1/4,t 1 July 30 2008 4 49 06 PM 1pangrle KEN 460 0036 PLUMBING FINAL AFTERNOON COMMENTS AND NOTES nn BUILDING DIVISION CITY OF PORT ANGELES Correction Notic Q5 Job Located at l �v ei,44e7 Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction P7.4-6 sc,ota. w r kt s ri-za r- .p k.. l a. C¢, /LA n P pet-- .can, Lir t p9.- 1 These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call I 1 '3 1 emu' for inspection /1 1 l' 4 Date c-7/ ii i Inspector for B Division DO NOT REMOVE THIS TAG PREPARED 5/09/08 11 23 41 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER PERMIT BPR 00 BUILDING PERMIT REQUESTED INSP TYP /SQ COMPLETED RESULT BL1 01 3/25/08 JLL 3/25/08 AP BL2 01 4/07/08 JLL 4/07/08 AP BAIR 01 BLI 01 5/09/08 1225 W LAURIDSEN BLVD HOMEWARD BOUND COZI HOMES CONSTRUCTION INC HOMEWARD BOUND 06 30 00 0 4 5885 0000 06 00000890 RES ADDITION 5/07/08 JLL 5/07/08 AP BL3 01 5/07/08 JLL 5/07/08 AP JLL RESIDENTIAL DESCRIPTION RESULTS /COMMENTS INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE BLDG FOUNDATION FOOTING March 25 2008 8 24 40 AM BRENT 775 1809 FOOTING AFTERNOON March 25 2008 3 02 51 PM BLDG FOUNDATION STEM WALL April 7 2008 8 46 57 AM KELLY 808 4827 STEMWALL MID MORNING INSPECTION April 7 2008 4 43 32 PM BLDG AIR SEAL May 7 2008 9 03 21 AM KEN 460 0036 AIRSEAL AFTERNOON May 7 2008 3 53 24 PM BLDG FRAMING May 7 2008 9 02 48 AM KEN 460 0036 FRAMING AFTERNOON May 7 2008 3 53 BLDG INSULATION May 9 2008 8 23 57 AM KEN 460 0036 INSULATION COMMENTS AND NOTES (360) 452 9906 (360) 460 5533 TIME 01 00 1pangrle jlierly TIME 10 30 1pangrle jlierly 1pangrle jlierly 1pangrle 24 PM jlierly 1pangrle PAGE 1 DATE 5/09/08 PREPARED 5/07/08 10 36 47 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/07/08 ADDRESS 1225 W LAURIDSEN BLVD SUBDIV TENANT NBR HOMEWARD BOUND CONTRACTOR COZI HOMES CONSTRUCTION INC PHONE (360) 452 9906 OWNER HOMEWARD BOUND PHONE (360) 460 5533 PARCEL 06 30 00 0 4 5885 0000 APPL NUMBER 06 00000890 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 3/25/08 JLL BLDG FOUNDATION FOOTING TIME 01 00 3/25/08 AP March 25 2008 8 24 40 AM 1pangrle BRENT 775 1809 FOOTING AFTERNOON March 25 2008 3 02 51 PM jlierly BL2 01 4/07/08 JLL BLDG FOUNDATION STEM WALL TIME 10 30 4/07/08 AP April 7 2008 8 46 57 AM 1pangrle KELLY 808 -4827 STEMWALL MID MORNING INSPECTION April 7 2008 4 43 32 PM jlierly BAIR 01 5/07/08 JLL(J BLDG AIR SEAL May 7 2008 9 03 21 AM 1pangrle KEN 460 0036 AIRSEAL AFTERNOON BL3 01 5/07/08 L 4 BLDG FRAMING May 7 2008 9 02 48 AM 1pangrle KEN 460 0036 FRAMING AFTERNOON COMMENTS AND NOTES PREPARED 5/06/08 10 39 27 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 5/06/08 ADDRESS 1225 W LAURIDSEN BLVD SUBDIV TENANT NBR HOMEWARD BOUND CONTRACTOR COZI HOMES CONSTRUCTION INC PHONE (360) 452 9906 OWNER HOMEWARD BOUND PHONE (360) 460 5533 PARCEL 06 30 00 0 4 5885 0000 APPL NUMBER 06 00000890 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 4/17/08 JLL PLUMBING ROUGH IN TIME 01 00 4/17/08 AP April 17 2008 8 53 17 AM 1pangrle KEN 460 0036 ROUGH IN PLUMBING AFTERNOON April 17 2008 3 53 58 PM jlierly PLUMBING ROUGH IN PL2 02 5/06/08 LL May 6 2008 9 08 42 AM 1pangrle 1 VINCE 461 9635 ROUGH IN PLUMBING COMMENTS AND NOTES PREPARED 4/17/08 9 18 40 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 4/17/08 ADDRESS 1225 W LAURIDSEN BLVD SUBDIV TENANT NBR HOMEWARD BOUND CONTRACTOR COZI HOMES CONSTRUCTION INC PHONE (360) 452 9906 OWNER HOMEWARD BOUND PHONE (360) 460 5533 PARCEL 06 30 00 0 4 5885 0000 APPL NUMBER 06 00000890 RES ADDITION PERMIT PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS PL2 01 4/17/08 LL PLUMBING ROUGH IN TIME 01 00 April 17 2008 8 53 17 AM 1pangrle KEN 460 0036 ROUGH IN PLUMBING AFTERNOON COMMENTS AND NOTES PREPARED 4/07/08 8 56 12 INSPECTION TICKET CITY OF PORT ANGELES ADDRESS TENANT NBR CONTRACTOR OWNER PARCEL APPL NUMBER 1225 W LAURIDSEN BLVD HOMEWARD BOUND COZI HOMES CONSTRUCTION INC HOMEWARD BOUND 06 30 00 0 4 5885 0000 06 00000890 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 3/25/08 JLL 3/25/08 AP BL2 01 4/07/08 y j LL INSPECTOR JAMES LIERLY SUBDIV PHONE PHONE BLDG FOUNDATION FOOTING March 25 2008 8 24 40 AM BRENT 775 1809 FOOTING AFTERNOON March 25 2008 3 02 51 PM BLDG FOUNDATION STEM WALL April 7 2008 8 46 57 AM KELLY 808 4827 STEMWALL MID MORNING INSPECTION COMMENTS AND NOTES (360) 452 9906 (360) 460 5533 TIME 01 00 1pangrle jlierly TIME 10 30 1pangrle PAGE 2 DATE 4/07/08 PREPARED 3/25/08 8 35 28 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 3/25/08 ADDRESS 1225 W LAURIDSEN BLVD SUBDIV TENANT NBR HOMEWARD BOUND CONTRACTOR COZI HOMES CONSTRUCTION INC PHONE (360) 452 9906 OWNER HOMEWARD BOUND PHONE (360) 460 5533 PARCEL 06 30 00 0 4 5885 0000 APPL NUMBER 06 00000890 RES ADDITION PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 3/25/08 JLL BLDG FOUNDATION FOOTING TIME 01 00 March 25 2008 8 24 40 AM 1pangrle BRENT 775 1809 FOOTING v AFTERNOON COMMENTS AND NOTES ,tai L- G CA4_- J PliY N o aft WeA-6 CkJoo /0 ps/ V /1 P-(4)/( 1u i7 I I g 3N/20 jukti cu e-0._ wJ 00420 D Mr Of POO" WGELIES WILONG D1'40014 \o I. \ad d re ssch an ge. wpd W A S H I N G T O N U S A Public Works Utilities Department February 15, 2008 Homeward Bound Port Angeles, WA 98362 The City is changing the current address 1229 West Lauridsen Blvd. to 1225 West Lauridsen Blvd. The new address will be official on February 29, 2008 This change will help facilitate 911 response time. Building address numbers must be a minimum of 6" in height, contrasting in color to its back ground and visible from the street. If you have questions please contact me at (360) 417 -4812 Sincerely, Roger Vess Assistant Civil Engineer 1 Copy to Dan McKeen, Fire Chief Utility billing, Tracy Rook Engineering, Trenia Funston PenCom Phone 360- 417 -4805 Fax 360- 417 -4542 Website www cityofpa us Email publicworks@cityofpa.us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217 MN. im uridsgniBlvd, 0 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner HOMEWARD BOUND PO BOX PORT TOWNSEND (360) 460 5533 Other struct info Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per 30 00 7 0000 THOU Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Qty Unit Charge Per Qty Unit Charge Per CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 98368 06 00000890 808230 LAURIDSEN BLVD 06 30 00 0 4 5885 0000 HOMEWARD BOUND RES ADDITION (cal Nornes Cons Snc, 324 E Q +G► S+ TOTAL LOT COVERAGE ATlete 9 40 $S 6 CONSTRUCTION TYPE V N HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS BUILDING PERMIT RESIDENTIAL 750 SF ADDITION 415 GAR 84749 880 25 Plan Check Fee 352 10 11/29/06 Valuation 80000 5/28/07 BASE FEE BL -50 001 100K (7 00 PER K) MECHANICAL PERMIT 88401 75 15 11/29/06 5/28/07 BASE FEE 2 00 7 2500 ECH ME VENT FAN 1 00 10 6500 ECH ME VENT SYSTEM OTHER Permit Additional desc Permit pin number 88419 Permit Fee 114 00 Issue Date 11/29/06 Expiration Date 5/28/07 PLUMBING PERMIT BASE FEE RS7 RESDNTL SINGLE FAMILY 80000 Contractor T \Policies \1102_15 building permit inspection record05 wpd [1/4/2005] u9 i pL Plan Check Fee Valuation Valuation Date 3/08/07 1 Z Z 52W LauhSean. avdl Atares.s eincn j ee for Vess J 2- 4'5/o S.e Ie iier 01 2 00 01 6000 00 1165 00 1165 00 1 00 Extension 670 25 210 00 00 0 Extension 50 00 14 50 10 65 Plan Check Fee 00 0 Extension 50 00 (s6b) 45z-9906 0 U9 Signature of Contractor or Authoriz-: Agent Dbfe Signature of Owner (if owner is builder) Date 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 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. IT IS UNLAWFUL TO COVER, IA'SULATE OR CONCEAL ANY WORK BEFORE IA'SPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDERFLOOR /SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW /WATER AIR SEAL 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 ROUGH -IN HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY BUILDING PERMIT INSPECTION RECORD ACCEPTED YES I NO FINAL FINAL COMMENTS DATE ACCEPTED BY. DATE ACCEPTED BY. MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #/'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING 1 SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED YES I NO ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417-4807 FIRE 417 -4653 I PLANNING DEPT 417 -4750 I BUILDING 417 -4815 T \Policies \1102 15 building permit inspection record05.wpd [1/4/2005] 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING I I I I 1 1 I I OF pORr tivA- J T Application Number Application pin number Other Fees T- \Policies \I102_15 building permit inspection record05 wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000890 808230 Qty Unit Charge Per 5 00 7 0000 ECH PL EA FIXTURE ON ONE TRAP 1 00 7 0000 ECH PL- EA INSTALL WATER PIPE 1 00 15 0000 ECH PL- EA BLDG SEWER 1 00 7 0000 ECH PL- EA WATER HEATER Special Notes and Comments 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 08/18/2006 12 07 PM SROBERDS The development was approved under CUP 02 08 No land use issues are apparent Electrical load calculations and elctrical permits are required Provide cleared alley behind lot for all season access to power poles See Gail Engineering 08/15/2006 03 12 PM GMCLAIN Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to prouring concrete Page 2 Date 3/08/07 Extension 35 00 7 00 15 00 7 00 STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 1069 40 1069 40 00 00 Plan Check Total 352 10 352 10 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 1426 00 1426 00 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 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. IT IS UNLAWFUL 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 J013 SITE. INSPECTION TYPE DATE I ACCEPTED COMMENTS FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL ROUGH -IN HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417-4807 I FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \Policies \1102 15 building permit inspection record05 wpd [1/4/2005] YES I NO I3 25- og 1 .TLi 1 I I 5 -9 -0g LL- rrw 3 -23 -Oci IZ1A -I 1 FINAL 7 31 d $DATE I 417 -4735 ELECTRICAL LIGHT DEPT 3e- r4U1ed, I 1-7-0 ILL_ CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT 1 BUILDING 5 6 -U R 1 1 h P(,vrnhl`h 7�L. ACCEPTED BY. FINAL l DATE J L ACCEPTED BY. MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA. PARKING /LIGHTING ESA. LANDSCAPING I SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE I ACCEPTED I YES I NO cb VJ O 1 1 3 I I I I tete- Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner HOMEWARD BOUND PO BOX PORT TOWNSEND (360) 460 5533 Other struct into Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date T\Policies\ 1102.15R (1/05] WA 98368 Qty Unit Charge Per RIGHT OF WAY CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000890 80 1 W LAURIDSEN BLVD 06 30 00 0 4 5885 0000 HOMEWARD BOUND RES ADDITION RS7 RESDNTL SINGLE FAMILY 80000 Contractor OWNER TOTAL LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS DRIVEWAY INSTALLATION 85175 170 00 Plan Check Fee 11/29/06 Valuation 5/28/07 BASE FEE 85183 50 00 Plan Check Fee 11/29/06 Valuation 5/28/07 Special Notes and Comments Address numbers shall be plainly visible from the street Date 3/08/07 (2 2 1 Z W- Lcwv 131ti Co V•V P-ii aa veSs. j K030,- Voss 2/1/cr ree- 19 40 V N 01 2 00 01 6000 00 1165 00 1165 00 1 00 00 0 Extension 170 00 00 80000 Qty Unit Charge Per Extension 1 00 50 0000 ECH RIGHT OF WAY PERMIT 50 00 Permit SANITARY SEWER HOOK UP Additional desc RECONNECT TO SEWER Permit pin number 85191 Permit Fee 40 00 Plan Check Fee 00 Issue Date 11/29/06 Valuation 80000 Expiration Date 5/28/07 Qty Unit Charge Per Extension 1 00 40 0000 EA SAN SEW REPAIR 40 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. SigRatufe-of-eonractor or Aiorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4807 FOR UTILITY INSPECTIONS. 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 ACCEPTED COMMENTS PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T \1102.15R 1 /05] FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO PERMIT INSPECTION RECORD YES NO I I I I I I I I CONSTRUCTION R.W PW ENGINEERING FIRE DEPT. PLANNING DEPT I BUILDING I I I I I I I I I Application Number Application pin number Other Fees Fee summary T•\Policies \1102.15R [1/051 CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 06 00000890 808230 Special Notes and Commehts Address numbers shall be a minimum of six inches high and be of contrasting color from the background 08/18/2006 12 07 PM SROBERDS The development was approved under CUP 02 08 No land use issues are apparent Electrical load calculations and elctrical permits are required Provide cleared alley behind lot for all season access to power poles See Gail Engineering 08/15/2006 03 12 PM GMCLAIN Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch 24 hour advance notice is required Construct driveway and Sidewalks to City Standards No concrete with exposed aggregate allowed in the City road right of way An inspection by Public Works Engineering is required prior to prouring concrete STATE SURCHARGE 4 50 Charged Paid Credited Page 2 Date 3/08/07 Due Permit Fee Total 260 00 260 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 264 50 264 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 CALL 417 -4807 FOR UTILITY INSPECTIONS. 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 ACCEPTED COMMENTS PW UTILITIES. (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING FIRE PLANNING DEPT BUILDING T•\Policies \1102.15R 1 /05] 417 -4807 417 -4653 417 -4750 I 417 -4815 PERMIT INSPECTION RECORD YES 1 NO 1 1 1 I 1 1 1 1 CONSTRUCTION R.W PW ENGINEERING FIRE DEPT I PLANNING DEPT BUILDING FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES 1 NO City of Port Angeles Building Department 321 E 5th Street Port Angeles WA 98362 122 RE W Lauridsen Blvd Building Permit Status Sirs We are asking for an extension of the building permit. Revised construction plans are under review and we do not expect them to be approved before the expiration date of the existing building permit. The building permit for the above property was approved in order to comply with the requirements for moving the house to the property After siting the house and layout out the property and setback lines it was determined that the proposed garage conflicted with the setback lines and the plan needed to be revised At the same time it was determined that the first floor footprint should be reduced to keep the house in scale with the narrow lot and to keep the project within affordable limits New construction plans were submitted earlier this month Jim has not had sufficient time to review the plans He expects the review to be complete in early March In the meantime we do not want the project to time out. Please feel free t contact me if you have any questions Sincerely '5.1..- Michael Szatlocky Homeward Bound a Community Land Trust c/o M Szatlocky 32 Southridge Road Port Angeles, WA 98363 360- 457 -9726 Jr A r_iE-✓L 02/91r/o7 BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 FOR OFFICIAL USE ONLY Date Rec. •-i �-y -6 6 Permit e Date Approved Date Issued: 41, t. 6 Applicant or Agent: Me eL ICCIC-V Phone: c� 4(o 1 eS2 Owner ome\IUCQ.(d. biord t Phone. (o �J��J Address TiU H g i`J �(9( City'' 1 in Zip i g 3 9 Architect/Engineer• _,'I g/ 1 I �f I r 1 i Phone: 4(a t) nog Contractor"' f r s State License Exp Address: City v' 140nd Sell. Elij PLANNING USE ONLY 1 PROJECT ADDRESS 1 LEGAL DESCRIPTION Lot: Block. Subdivision. CLALLAM COUNTY PARCEL NUMBER. O 40 '?iO no c .4 S g S s n O O O TYPE OF WORK. Residential New Constr Multi- family Addition Commercial Remodel Repair Sign BRIEF DESCRIPTION OF THE PROJECT Re -roof Stove Move 0 Garage Demohtion Deck Other COMMERCIAL/RESIDENTIAL. Occupancy Group No. of Stones: Lot Size: Existmg Sq. Ft. Total lot coverage ESA/Wetland(s) Yes No SEPA Checklist required? Yes No Other TAFORMS\BIdgPermitform.wpd Applicant: 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. 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 apphcation, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon wntten request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. 1 hereby certify that I 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 it is my responsibility to determine what permits are required not the City's, and that I must obtain such permits prior to work. STZF/VALUATION SF /SF SF /SF SF /SF TOTAL VALUATION Phone: Zip �1 ZONING RS 7- Occupant Load. Construction Type: Proposed Sq Ft. TOTAL Sq Ft. Date: d 1810 1 APPROVALS PLAN BLDG DPWU FIRE. OTAFR. Applicant or_Agent: U b' 1 i r 1T I n(16) Owner l'jYI� .1.t94- d--C4- d Address __P C� 3 z j i S y 'ity Architect/Engineer 6e 4.1 V i e 3 aO n C, D 0 SS License PLANNING USE ONLY FOR OFFICIAL USE ONLY BUILDING PERMIT APPLICATION Date Rec. N t9 6 Permit 626 90 Fill out COMPLETELY and in INK. Your application and site plan MUST BF. COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 ESA/Wetland(s). Yes No SEPA Checklist required? Yes No Other Phone 3L0045.9) ??hon63‘-© 144 P?.. c53 �3 1-1 T W v SEEYI4_ Zip q "3_6. Contractor, Address. 1 2. Z5- City PROJECT ADDRESS j2Q 1 ViLiil 11 Y i C14eYt h Lot l 5• LEGAL DESCRI1 3ION Lot: Iliiiipp Block: 4 s Subdivision. 110-17 3 L i S 335 CLALLAM COUNTY PARCEL NUMBER. CO 3 Phone: Exp 4 Phon Zip ZONING as-1 Date• jJ /O"-1 ate Approved: ate Is TYPE OF WORK. a n lcieVr SIZF/VALUATION Re -roof t e Residential New Constr 7 SD SF /SF Multi- family lit. Addition e� Garage `7 50 SF /SF ❑,Commercial Vt. Remodel Demolition Deck L} L S SF /SF Repair 0 Sign 0 Other Q• TOTAL UATIO t-O t) 00 BRIEF DE CRIPTION OF THE PROJECT re. (n c,t -4-1 c'n p Z n CH-) r( V p (q P 4tx feat) Floor k 6ciratc COMMERCIAL/RESIDENTIAL. Occupancy Group. (f Occupant Load. Construction Type:[ -1/ No of Stories. 2 Lot Size: Le D CO Existing Sq. Ft. 0 Proposed Sq Ft. l l (sf� F TOTAL Sq Ft. 11("S Total lot coverage 1 4'• H APPROVALS. PLAN BLDG DPWU FIRE. OTHER. 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 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 R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. 1 hereby certify that have read and examined this application and know the same to be true and correct. 1 am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that must obtain such permits prior to work. T•tFORMS\B1dgPermitAppl. wpd Applicant: tkaik--4 The City of Port Angeles Building inspections Dept. Upon reviewing the single- family residential plans submitted for permit, the following are some of the items that will need to be taken in to consideration. Foundation Footing The minimum size of a footing in Seismic zone D2 are as follows. (1 Story 12" WI 6" min. thick) (2 story 15" W/ 7" min. thick) (3 story 23 W/ 8' min. thick) (Load bearing value of soil 1,500 (psi). With 2 4 bars horizontal continuous 3" off the bottom of footing. The minimum specified compressive strength of concrete in basement walls, foundation walls, exterior walls and other vertical concrete work exposed to weather in moderate weathering table 11402.2 of the IRC is 30001bs with a min. of 5% air entrained, but not more that 7% Foundations in seismic categories D2 that exceed 50 -0" in either direction are required to have a continuous footing per section 8403.1.2 including support of an interior braced wall line. Locating and marking the property boundary is required for a footing inspection. Tables in chapter 4 of the IRC. Will be applied for soils that are heavy in moisture (hydraulic) in nature or foundation wall over 5' -0" in height. Verify site conditions and unbalanced back fill at time of application. Foundations Drains are required as per section R 405.1 (see exception for soil classification) 2- Foundation walls. Vertical steel in foundation walls as of July 1 2004 Vertical bar reqd to be' #4 bar with a hook and tied to the footing steel in place at 4' -0" 0 C. at footing inspection. One #4 bar horizontal within the top 12 "of the wall.' anchor bolt with a 3" a 3" x 1 /4" steel washer is required at 6' -0 "OC for a 1 story and 4 -0 "OC for a 2 story, along and within 12" of each end the pressure treated sill plate. Crawl space ventilation is required at (1') s.f. of vent per (150') s.f. of area per sec. R408.2. 2003 IRC. 6 mill black poly is required in crawl space as a below grade moisture barrier per section R406.3.2 2003 MC. Finish grade shall be a 6" slope away from foundation within 10' -0" of the foundation wall measured horizontally as per sec. R406.3 2003 IRC. 3- Framing All connections from a pier to a post and beam are required to have positive connection per code. In addition any connectors/ fasteners in contact with treaded wood are req'd to be hot dipped zinclgaly (See manufacture details.) All floor joist are required to be blocked with 2x material at the beam support. 7/16" OSB sheathing is required to be nailed to pressure treated sill plate and bottom plate or sole plate of wall. (or other approved hold down's). Attic ventilation is required at (1') s.f. of vent per (150') s.f. Of area with an allowable 50% of ventilation can be located in the upper portion of the ridge if applicable per 2003 MC. Truss design and calculations are required upon submitting an application, lateral connections are required to end walls where truss rafters are perpendicular to end walls. A truss /rafter tie shall be required to prevent uplift per code. 4- Braced Wall Lines In Seismic category D2 exterior and interior braced wall lines cannot exceed 25' -0" Wall bracing must start within 8' -0" of a transverse wall or a designed collector Standard wall bracing methods are required as per section R602.10.3 of the 2003 IRC. If the wall bracing methods cannot be met, then refer to "Alternate Braced wall panel" Section 602.10.6 of the 2003 IRC. If any of the aforementioned methods cannot be met, engineering design will be required for the "SHEAR WALL" design. Section R602.10.9 for interior braced wall line support for 1 and 2 story buildings require a continuous footing supporting a braced wall line, interior and exterior not to exceed 50' -0 "intervals. 5- Egress. Rooms used for sleeping are required to have one window with 5.7'S.F of openable space and a sill height of not more the 44" above finished floor for emergency escape per 2003 IRC. 6- Energy and Air Quality Insulation, Heating, Air conditioning, Lighting, Windows and Appliances to meet 2003 WSEC VIAQ New single family structures are required to have a whole house exhaust fan with a 24hr timer per table 3 -1, 3 -2, 3 -3 of the 2003 VIAQ Mechanical fresh air intake (FAI) is required to have a 24 hr timer or windows in all bedrooms and living, dining area may have intake ports for fresh air per 2003 VIAQ if zone heat is applicable. 7- Dry Wall. (Gypsum wall board) 5/8" type "X" sheets rock is required in the accessible usable space under stairs and on ceiling of a garage only if a habitable area is located above the garage. The rating of the sheet rock nail pattern must be visible to the inspector Nail pattern for all sheet rock 'A" and 5/8" to be 8" on center and 12" OC if drywall screws are used. Per table 702.3.5 of the 2003 IRC. Interior braced wall panels are to be inspected prior to tape, bed and texture. Moisture resistant wallboard is required around w /c. A cementuous backer board is required for tiled areas at tub and showers. Vapor barrier is required. A perm rated paint may be substituted for a poly vapor barrier on the warm in winter side. 8- Plumbing Water heaters are required to have two approved seismic straps in the upper and lower 1 /3 of the tank per UPC. T &P valve to be 3 /4" I.D and directed to the exterior and turned 90 degree downward not less that 6 -12" above finish grade. Water heater s are required to have a 26 ga. Pan of other approved drain pan with a 'A" drain line from pan to exterior Impact protection for w/h and mechanical equip are required to resist 6,0001bs impact if located in the garage area. All DWV are req'd. to be tested under water pressure per 2003 UPC or air test (consult manufacture recommendations for air test) Min. test pressure in Residential LPG is 30 lbs. 9- Smoke detectors. shall be located in each sleeping room and in the hall leading to each sleeping area. One smoke detector is required at the top of each stairs, and at least one smoke detector is required on every floor level. Smoke detectors must be within 6" to 12 "from the ceiling if mounted on wall. Smoke detector shall not be less than 36" from any air return. Power supply for smoke detectors shall be from the main house supply that is not switched and required to be battery back up. Smoke detectors to be inter connected so that if one smoke detector alarm will start a chain reaction to all other smoke detectors as per code. 10- Maximum building height allowable is 30' -0" based on an average grade plain per 2003 IRC. Property pins shall be located and marked for a footing inspection to verify zoning set back requirements. 11- Safety glazed tempered glass required within 24" of any doorway edge, along with other requirements as per 2003 IRC. 12- All water, sewer, gas, electrical, drywells, downspouts and footing drains are required to be inspected before cover This letter is not intended to cover all items required by the City of Port Angeles, but is to serve as a guide to help you understand frequently asked questions, "ALL WORK IS SUBJECT TO FIELD APPROVAL" 4/05. LOCAL AREA MAP LEGAL D =SCR F TI ❑I J E2 L L. LT" 15 17 BL 45C OrCUP(-)fr 1 AI'IT E I1❑ AS BL FE1; OVER 750 s F TYPE :.F f' EINS {R(.J( 1 .1 1) NI(, AR 07TI FEA 01AL GAPA5 AL I�J f^ F 1 A H(1. 1 Ak1 SI_ AR'_. S SEER 1 E 7-rE, ZONE C ❑1it"iEPI AL --TER AL (G'=N) 710 t q c; E f. 41' L SYMBOL LEGEND DETAIL DETAIL NUMBER -SHEET WHERE DRAWN BUILDING SECTION SECTION NUMBER SHEET WHERE DRAWN PROJECT DATA STREET ADDRE >S 122 ./TS -AUF IDSF N BL 5 P RT AI s. A 98 ,,r WIND LOAD 100 MPH EXPOSURE C SOIL BEARING 1500 PSF SEISMIC ZONE D2 CONCRETE 2500 PSI SNOW LOAD 25 PSF ENERGY CODE NOTES 1 HEAT SOURCE HEAT PUMP ELECT FURNACE 2 INSULATION CEILING R -30 WALLS R- 21 FLOOR R -30 3 U- VALUES WINDOWS 40 DOORS 20 INDEX TO PRINT 1 0 PLOT PLAN AREA MAP NOTES 1 1 GENERAL NOTES 2 0 FOUNDATION PLAN 3 0 FIRST FLOOR PLAN 4 0 SECOND LEVEL FLOOR AND FRAMING PLAN 5 0 SECOND LEVEL FLOOR PLAN 6 0 ELEVATIONS 7 0 SECTIONS 8 0 DETAILS 9 0 SITE DRAINAGE PLAN EXTERIOR NOTES 1 ROOF PITCH 4 12 2 ROOFING PER OWNER 3 FASCIA AND BARGE 5/4 X 6 CEDAR 4 OVERHANG MAIN 24 5 SOFFIT CLOSED HARDISOFFIT 6 SIDING MATCH EXISTING ABOVE BAND 8 HORI HARDIPLANK BELOW BAND CITY OF PORT ANGELES Construction Peens The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said plans specifications and other data, or from preventing building operations being carried on thereunder when in violation of all codes and ordinances 1 this jurisdiction. I *1�V�fA�7IT! "1, 2006 0009 *VAT! DATE. 06 26 06 REV'SED: SHEET 1 0 Approval Date By tat A LociA S 0 J co J Z w W cn O 0 E w <0 J 1— 0 (n J_ CO LLJ N N N HOMEWARD SOUND 0 Commu ity Land Trust AREA MAP NOTES GENERAL NOTES 1 ENGINEERING DESIGN LOADS. ROOF LIVE LOAD• 25 PSF (SNOW) WIND LOADING BASED ON: 80 MPH /EXPOSURE C" SEISMIC USE GROUP I. SITE CLASS D 2. CONSTRUCTION SHALL CONFOTM TO THESE PLANS AND ALL APPLICABLE CODES AND LOCAL ORDINANCES INCLUDING THE 2006 INTERNATIONAL BUILDING CODE. SOIL NOTES 1 FOUNDATION DESIGN IS BASED ON: SOIL BEARING CAPACIT OF 1500 PSF PER IBC IBC TABLE 1804 2 WITH INCREAWSES PER IBC 1804 3.1 2. ALL FOOTINGS EXCEPT WHERE NOTED OTHERSWISE ON PLANS SHALL BE SET AT LEAST 12 -IN TO UNDISTURBED EARTH OR CERTIFIED COMPACTED FILL. 3. ANY UNUSUAL SOIL CONDITIONS SUCH AS ORGANIC SOILS. CLAY POCKETS OR UNCERTIFIED FILLS SHALL BE. BROUGHT TO THE ATTNETION OF THE ENGINEER PRIOS CONSTRUCTION WOOD FRAMING NOTES 1 ALL FRAMING SHALL BE DOUGLAS FIR /LARCH AS FOLLOWS UNLESS NOTED OTHERWISE ON THE PLANS. A. STUDS, CRIPPLES AND MISCELLANEOUS VERTICAL FRAMING SHALL BE STUD GRADE OR BETTER. B. JOIST AND RAFTERS SHALL BE N0.2 OR BETTER. C. HEADERS AND BEAMS SHALL BE N0.2 OR BETTER. 2. PLYWOOD SHEATHING SHALL BE GRADE C -D EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH IBC TABLE 2304 7(3) (4) (5). ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD SHEATHING FASTENERS SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. NAILING SHALL BE PER IBC TABLE 2304 9.1 UNLESS NOTED OTHERWISE ON PLANS AND /OR IN SHEAR WALL SCHEDULE. 3. GLUE LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND AITC STANDARDS. ALL BEAMS SHALL HAVE AN AITC INDENTIFICATION MARK. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F -V4 F8 2400 PSI, FV 240 PSI. CAMBER SHALL BE AS SHOWN ON PLANS. 4 PARALLEL STRAND LUMBER (PSL) SHALL BE MANUFACTURED UNDER A PROCESS APPROBED BY THE NATIONAL RESEARCH BOARD EACH PIECE SHALL BEAR STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY DESIGN IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION: WITH FB 2900 PSI AND FV 290 PSI. ALTERNATE MANUFACTURES MAY BE USED SUBJECT RO REVIEW AND APPROVAL OF THE ENGINEER. 5. MAINATED VENEER LUMBER (LVL) SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL RESEARCH BOARD NUMBER AND THE QUALITY CONTROL AGENCY DESIGN IS BASED ON LUMBER MANUFACTURED BY THE TRUS -JOIST CORPORATION: WITH FB 2600 PSI AND FV 285 PSI. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 6 TIMBER CONNECTORS COILD OUT BY LETTERS AND NUMBERS SHALL BE SIMPSON STRONG TIE CONNECTORS. PROVIDE THE NUMBER AND SIZE OF TASTENERS AS SPECIFIED BY THE MANUFACTURER'S RECOMMENDATIONS. WTLERE CONNECTOR STRAPS CONNECT TWO MEMBERS, ONE -HALF OF THE RAILS OR BOLTS SHALL BE PLACED IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A3O7 ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROBIDED THAT THEY ARE ICBO APPROVED FOR EQUAL OR GREATER LOAD CAPACITY ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED ALL CONNECTORS USE WITH PRESSURE TREATED WOOD SHALL BE ZMAX, POST HOT- DRIPPED GALVANIZED OR SST300 (STAINLESS STEEL). USE ONLY STIANLESS STEEL FASTENERS WITH STAINLESS STEEL CONNECTORS. USE ONLY HOT- DIPPED GALVANIZED FASTENERS WITH SMAX AND POST HOT SIPPED GALVANIZED CONNECTORS. 7 FRAMING FASTENING SHALL COMPLY WITH IBC TABLE 2304 9.1 8. ALL BOLTS, THREADED ROD AND LAG SCREWS SHALL BE TIGHTENED ON INSTALLATION AND RETIGHTENED BEFORE CLOSTING IN OR UPON COMPLETEIONG OF THE JOB. 9 ALL BOLTS, LAG SCREWS AND THREADED ROD SHALL BE PROVIDED WITH WASHERS WHERE THE NUT HEAD BEARS ON THE WOOD WASHERS SHALL HAVE A MINIMUM DIMENSION OF AT LEAST TWO BOLT DIAMETERS. 10. ANCHOR BOLTS SHALL BE PROVIDED AT A MAXIMUM SPACING OF FOUR FEET OR AS SHOWN ON THE PLANS. EACH SECTION OF MUDPLATE SHALL HAVE AT LESAT TWO BOLTS WITH ONE BOLT NOT MORE THAN 12 FROM EACH END. 11 THE MINUMUM SIZE OF ANCHOR BOLTS SHALL BE •"DIAMTER BY 10" LONG. THE MINIMUM EMBEDMENT SHALL BE 7' INTO THE CONCRETE AND NO ANCHOR BOLT SHALL BE LOCATED CLOSER THAN 2" FROM THE EDGE OF THE CONCRETE. ALL BOLTS SHALL CONFORM TO ASTM STANDARD A -307 PLATE WASHERS A MINIMUM OF 2" X 2" X 3/16 THICK SHALL BE USED ON EACH BOLT 12. ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS AS INDICATED ON TO THE PLANS OR ICBO APPROBED MECHANICALLY DRIVEN FASTENERS OF EQUIVALENT HOLDING STRENGTH. NAIL SIZE AND SPACING SHALL BE AS REQUIRED BY THE UBC TABLE 23- 11 -8 -1 AND AS SPECIFIED ON THESE PLANS. 13. ALL HORIZONTAL WOOD FRAMING SHALL BEAR ON BEAMS, PLATES OR LEDGERS WITH A NOMINAL WIDTH OR AT LEAST 2" OR BE SUPPORTED BY SHEET METAL CONNECTORS AS MANUFACTURED BY SIMSPON OR EQUAL. 14 ALL CONNECTIONS BETWEEN WOOD MEMBERS NOT SPECIFICALLY DETAILED HERE, SHALL BE NAILED WITH THE MINIMUM NAILING SPECIFIED IN UBC TABLE 23- 11 -8 -1 CONCRETE NOTES 1 CONCRETE SHALL BE A COMMERCIALLY AVAILABLE TRANSIT -MIX PROPERLY PROPORTIONED AND DELIVERED OT THE SITE IN READY -MIX TUCKS. AGGREGATE SIZE SHALL BE A MAXIMUM OF 1^. IN FOUNDATIONS AND AT ALL OTHER LOCATIONS. SLUMP SHOULD NOT EXCEED 4 CURING COMPOUND SHALL BE SPRAYED ON ALL EXPOSED SURFACES IMMEDIATELY AFTER FINAL TOWELLING. 2. ALL CEMENT SHALL CONFORM TO THE ASTM STANDARD C -150. ALL AGGREGATE SHALL CONFORM TO ASTM STANDARD C -33. ALL REINFORCING BARS SHALL CONFORM TO ASTM STANDARD A -615 AS FOLLOWS. #3 -#5 BARS AND WWM -GRADE 40 #6 BARS AND LARGER -GRADE 60 ALL REBAR TO BE WELDED SHALL BE ASTM A7O6 STEEL. PREHEAT ALL BARD 117 AND LARGER PER AWS 014 -92. PREHEAT NOT REQURIED FOR BAR SIZES #6 AND SMALLER. 3. CONCRETE USED FOR FOUNDATIONS AND SLOBS ON GRADE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2500 PSI AND SHALL NOT CONTAIN LESS THAN 5 SOCKS OF CEMENT PER CUBIC YARD BUILDING REQUIREMENTS PER SECTION 1301 1 SPACE HEAT AND ELECTRIC RESISTANCE HEAT TO MEET REQUIREMENTS OF SECTION 1302 2. SEMI HEATED SPACES TO MEET REQUIREMENTS OF SECTION 1310.2 3. ROOF CEILING INSULATION TO MEET REQUIREMENTS OF SECTION 1311 2 4 WALL INSULATION TO MEET REQUIREMENTS OF SECTION 1311 3 5. FLOOR INSULATION TO MEET REQUIREMENTS OF SECTION 1311 4 6. SLAB ON GRADE TO MEET REQUIREMENTS OF SECTION 1311 5 7 RADIANT FLOOR TO MEET REQUIREMENTS OF SECTION 13116 8. MOISTER CONTROL VAPOR RETARDERS TO MEET REQUIREMENTS OF SECTIONS 1313, 1313.1 THROUGH 1313.5 AIR LEAKAGE. 1 BUILDING ENVELOPE SEALING TO MEET REQUIREMENTS OF SECTION 13141 2. GLAZING /DOOR SEALING TO MEET REQUIREMENTS OF SECTION 1314 2 3. DUCT ASSEMBLY TO MEET REQUIREMENTS OF SECTION 1314 3 LIGHTING NOTES (PER SECTION 1501): 1 LOCATION CONTROL /ACCESS TO MEET REQUIREMENTS OF SECTION 1513.1 2. AREA CONTROL TO MEET REQUIREMENTS OF SECTION 1513.2 3. DAYLIGHT ZONE CONTROL TO MEET REQUIREMENTS OF SECTION 1513.3 4 VERTICAL GLAZING TO MEET REQUIREMENTS OF SECTION 1513.3 5. OVERHEAD GLAZING TO MEET REQUIREMENTS OF SECTIONS 1513.3 6. DISPLAY EXHIBITION AND SPECIALTY LIGHTING CONTROLS TO MEET REQUIREMENTS OF SECTION 1513.4 7 AUTOMATIC SHUT -OFF CONTROLS. EXTERIOR TO MEET REQUIREMENTS OF SECTION 1513.5 8. AUTOMATIC SHUT -OFF CONTROLS. INTERIOR TO MEET REQUIREMENTS OF SECTION 1513.6 ELECTRIC MOTORS. 1 SCOPE PER SECTION 1501 2. ELECTRIC MOTOR EFFICIENCY TO MEET REQUIREMENTS OF SECTION 1511 MECHANICAL NOTES (PER SECTION 1401): 1 MECHANICAL VENTILATION TO MEET REQUIREMENTS OF SECTION 1401 2. HVAC EQUIPMENT PERFORMANCE TO MEET REQUIREMENTS OF SECTION 1411 1 THROUGH 1411 4 3. HVAC CONTROLS TO MEET REQUIREMENTS OF SECTION 1412.1 THRU 1412.7 4 AIR ECONOMIZERS TO MEET REQUIREMENT OF SECTION 1413 THRU 1413.3 5. DUCTING SYSTEMS TO MEET REQUIREMENTS OF SECTION 1414 THRU 1414 2 SERVICE WATER HEATING. 1 WATER HEATER INSTALLATION SHUT OFF CONTROL TO MEET REQUIREMENTS OF SECTION 1441 1442. 2. HEATED POOLS TO MEET REQUIREMENTS OF SECTION 1451 THRU 1454 2. ELECTRIC MOTOR EFFICIENCY TO MEET REQUIREMENTS OF SECTION 1511 ce z Z LA u1 W D LLJ J ix F- 0 L Z J N CO HOMEWARD BOUND a Commu ity Land Trust GENERAL NOTES 2006 -0009 DATE: 06 -26 -06 REMSED: 02 13 07 SHEET a 1 0 W z a 0 0 ac z cn 0 M 1n•_t 11 -7° r r X 16 X 8 CONCRETE PA 4 x 4 POST D 3' ABS SEWER UNDER SLAB „3" ABS SEWER CLEANOUT 1 —8 4 23' -5 28' -9" 9 tY —A 4 6 11 —4" 7 -A" 20' CONCRETE FOOTIN 1 1 -14 7 x 4 POST 16 X 16 X 8 CONCRETE PAD 2" ABS SEWER UNDER SLAB L} 4 CONCRETE SLAB Lt 6' -8 L 6" THICK 1 12 SLOPED .CONCRETE CONCRETE RAMP LANDING L FOU\DATIO\ PLA\ 1 I w J o t lo in' 52' -2' 7 SCALE. 3/16 1 4 CONCRETE SLAB L 4 x 4 POST 16 X 16 X 8 CONCRETE PAD NORTH a co a W Z w a z> CLc v tn w p Z 0 17 F m 4 a F V1 z V J W �6 D:p HOMEWARD BOUND Comm, ily Land Trust FOUNDATION PLAN 2806 -0009 DATE. 06 -26 -06 REVISED: SHEET 20 1 0 0 a 0 0 CLOSET 1 -1 6068 MASTER BEDROOM 17'— ME 7 3/4 1ST 110 VMS 1 Y MAC 4 R' -1n" BATHROOM 1 —5 1 V— d 40=.0 1 9' -1" 1 d -1" d R I— w 1 0 O CO 0 J 4040 CO O N MUD ROOM BASIN WORK SINK 59 9" A 19' 6 PLUM ZING WALL CLOSET BEDROOM 1 4040 DRYER WASH 5668 i A'- 3' A• SCALE. 3/16 1 F I R S T LEVEL FLOOR P L A\ 19'_0 R R —R" 4 —9 1 .a 6040 GARAGE 6040 19 0 0 rn NORTH �I\ S W cr 0 c 1— 10- 4 I_ to LaJ Ca Cal CC cc r Cd W p 2 0 �rm 4. cc 0 z a @�6 V z 1/ o LA N r o D J I- 0 W z E N m HOMEWARD BOUND 0 Commu ily Land Trust FIRST FLOOR PLAN 20 06 -0009 DATE: 06 -26 -06 RENSEO: SHEET 3 0 (i) 0 0 z I M P1 T] D 0 0 D D P1 0 0 7 1 o (1) 1 s[ A ■K 0 O r DBL TJI 0, 0 n 17' 14' —R' IMP 4 X6HDR 4X6HDR 0 I 1 T27 WEST LAURIDSEN BUILDING REMODEL 14 —6" 4.E.J.lie it l 1 ;1 aig■I 11 4 X 6 HDR 2' A R C H I T E C T U R E C O L L A B O R A T I V E 1225 EAST FRONT ST PORT ANGELES, WA 98362 P. 0 0 0 0 a L". 5 —6" 4 —7" CLOSET DEN R 4040 BATHROOM 2 12 -2 10 22 6 -8' 6' —R" OPEN TO BE LO KITCHEN 6040 r 1 I 2668 I I I LAYOUT PER OWNER L O O L II II O 30 i 2 630 11 4040 ')1 —9" SECO \D LEVEL FLOOR PLAN 4 —2' 4 —R' 4040 9 —S SCALE. 1/4 1 N 0 o 0 V: l0 i NORTH �I\ S Z `1 J c o W c _0 -a c o Q W J H O L7 z W o a J N 5 N m HOMEWARD BOUND 0 Commu ity Land Tr st SECOND LEVEL FLOOR PLAN 406 2006 0009 DATE: 06 26 06 REVISED: SHEET 5 0 GARAGE CEILING LINE GROUND LINE SECOND STORY 1 CEILING LINE SECOND STORY FLOOR LINE FIRST STORY CEILING LINE FIRST STORY FLOOR LINE SO"TH SCALE 1/8' 1 //1 L� I II,IT I' kIMS I \ORTH ELEVATIO\ ELEVATIO\ SCALE. 1 /8 1 1 11 II 1 II I II II II I n I I WEST ELEVATIO\ SCALE. 1/8 1 EAST E L SCALE. 1 /8' 1 =VAT O\ a co N W J O Z W W a U r a r c ce W O 2 O ~m LL a Z J a V J W W O N aU N SHEET 0 J J Z w LLJ° (f) ED LLJ Q O J Z H (n _J O m N N N HOMEWARD BOUND comma ity Lond Tr st ELEVA110NS JOB 2006 -0009 DATE: 06 -26 -06 REVISED: 6 0 CONTINUOUS METAL GUTTER 5/4 X 6 FASCIA I!! 8 HARDY PLANK VERT SIDING L-1 TYVEK BUILDING WRAP R-12 BATT INSULATION L (-)m o U) BACKFILL 8 HARDY PLANK VERT SIDING TYVEK BULDINC WRAP R-12 E3ATT INSULATION STAIRWELL GABLE EXISTING TOP RIDGE PLATE ROOFING PER OWNER EXISTING ROOF '7j !s c I I I III II WALL o 0 EXISTING EXTERIOR STAIRWELL 7,‘ \___N R WALL NEW EXTERIOR 2 11 6 DOUBLE PLATE *WERE REO'D 0 WALL REPAIR 5/8' GYPSUM WALL BOARD C! /NT #4 REBAR 60 DRAIN PIPE GRAVEL WEST WALL CROSS SECTION SCALL ur WALL EXISTING TRUSSES CHECK INSUL. TO MATCH R-30 5/8' GYPSUM CEILING BOARD TJI L65 16 0.C. SPAN OF 18' OR LESS 12' 0.C. SPAN OF 20' 1/2' ANCHOR BOLT R-30 BATT INSUL. 5/8" GYPSUM CEILING BOARD EXIST EXTERIOR WALL .I. 1 l'-i I- -I I TRIM' NA114:1 _71 i 1_1 I 1 1111, SLOPE TO DRAIN 11=11P-1i SOIL II1 1 II iii=i1=111=111-111=i11=111=11 Ii 11=11 1-111-111-111=111=111=111=11 I-111=111=111=11H' 1227 WEST LAURIDSEN BUILDING REMODEL NATIVE COMPACTED SOIL EXIST EXTERIOR WALL TJI L65 16' 0.C. SPAN OF 18' OR LESS 12 0.C. SPAN OF 20' 4 X 12 BEAM ENTRY BATHROOM 12 4 1 I: --1 111 NATIVE COMPACILU 1-!tatu 4;E- I i I_ rTh r111E111-E111=' Or I 17±- I I till tiflt-I l#-1 k;I r t1 t;111' W I Ii±jUlF WALL CROSS SECTION./. 1 1 1 I I- -1 GENTRY COLLABORATIVE ARCHITECTURE 1225 EAST FRONT ST. PORT ANGELES, WA 98362 P. $57-7SAA r. A47.07. CONTINUOUS METAL GUTTER 5/4 X 6 FASCIA 0v Al ,2 4 ROOFING PER OWNER 2 X 4 RAFTER =R 1/2' PLYWOOD F00 TJI A \G R00 BLOCKING D= T A 1 SCALE. 1/2 1 2 HOUR FIRE WALL BEDROOM 1 I \G D =TAIL SCALE 1/2' 1 •45,_____917— BLOCKING PANEL BY TJ WEB TIFFENERBY TJ EACH SIDE OF TS. (SEE 'fa COVER SHEET FOR REQUIRED NAILING) 2x_ STUD WALL TJI I) =TA L S SCALE. 1/2 1 SHEET z W J W O 0 E O D W J I— 0 W Z W J 5 N m HOMEWARD BOUND Commu ity Land Trust DETAILS uD 2006 -0009 DATE: 06 -26 -06 nuncio: 8 0 6. N 0 ui J 2 4 D. F N z O La nil a N CEDARWOOD GROUP 32 Southridge Road Port Angeles WA 98363 360- 452 -9655 360- 460 -1705 cell cwood @olyen com TITLE 1227 LAURIDSEN BLVD SITE DRAINAGE PLA\ CLIENT HOMEWARD BOUND a Community Land Trust SCALE. SHEET 1 20 FILE. SHEET 9 0 90 JOB: 07004