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Home My WebLink About1622 Maloney Court Address: 1622 Maloney Court 0 PREPARED 11/24/15, 9:27:24 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/24/15 ------------------------------------------------------------------------------------------------ ADDRESS 1622 MALONEY CT SUBDIV: CONTRACTOR PHONE OWNER HABITAT FOR HUMANITY CL COUNTY PHONE PARCEL 06-30-01-8-5-0060-0000- APPL NUMBER: 15-00000009 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: RPR O1 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 3/19/15 JLL BLDG FOUNDATION FOOTING 3/19/15 AP March 19, 2015 9:57:06 AM pbarthol. Dan AM March 19, 2015 4:49:36 PM jlierly. 2 ufr rods installed per code/ill BL2 01 3/23/15 JLL BLDG FOUNDATION STEM WALL 3/25/15 AP March 23, 2015 9:59:39 AM jlierly. rex 460-2485 March 26, 2015 4:51:39 PM jlierly. BLIS O1 4/01/15 JLL BLDG INSULATION/SLAB 4/01/15 AP April 1, 2015 3:30:18 PM jlierly. April 1, 2015 3:31:32 PM jlierly. PW4 01 4/03/15 RV PUBLIC WORKS STORM 4/03/15 AP BLIS 02 4/13/15 JLL BLDG INSULATION/SLAB 4/13/15 AP April 10, 2015 9:46:01 AM pbarthol. Harry 808-0049 April 13, 2015 5:01:04 PM jlierly. BL9 01 5/07/15 JLL BLDG SHEARWALL 3/07/15 AP May 7, 2015 8:56:23 AM jlierly. harry 808-0049 May 7, 2015 3:56:40 PM jlierly. 9L3 01 7/14/15 JLL BLDG FRAMING 7/17/15 AP harry 808-0049 July 8, 2015 1:41:04 PM jlierly. July 13, 2015 11:50:42 AM jlierly. July 17, 2015 12:26:38 PM jlierly. FFNL O1 7/16/15 KDD FIRE FINAL 7/16/15 AP July 16, 2015 3:13:03 PM kdubuc. July 16, 2015 3:13:27 PM kdubuc. BLI O1 7/17/15 JLL BLDG INSULATION 7/17/15 AP July 16, 2015 9:24:11 AM jlierly. harry 808-0049 July 17, 2015 4:15:35 PM jlierly. BL99 01 11/2 /15 JLL BLDG FINAL Ai november 24, 2015 9:24:19 AM pbarthol. 1� r Harry ---------- ------------- - 49 --- -- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 11/24/15 JLL MECHANICAL FINAL ----------------------------------- CONTINUED ONTO NEXT PAGE ---- i }PREPARED 11/24/15, 9:27:24 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/24/15 ----------------------------- ADDRESS . : 1622 MALONEY CT SUBDIV: CONTRACTOR : PHONE OWNER HABITAT FOR HUMANITY CL COUNTY PHONE PARCEL 06-30-01-8-5-0060-0000- APPL NUMBER: 15-00000009 RES NEW SFR --------------------------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLET _ _ _D RESULT RESULTS/COMMENTS ------------__ __.___ ____________________________________ ______________________ November 24, 2015 9:24:37 AM pbarthol. / harry 8080049 ---------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL1 01 4/01/15 JLL PLUMBING UNDER SLAB 4/01/15 AP April 1, 2015 10:54:35 AM jlierly. harry 808-0049 April 1, 2015 3:29:22 PM jlierly. PL6 01 4/01/15 JLL PLUMBING WATER SUPPLY 4/01/15 AP April 1, 2015 3:31:00 PM jlierly. April 1, 2015 3:31:32 PM jlierly. PPD 01 4/01/15 JLL PLUMBING PERIMETER DRAIN 4/01/15 AP April 1, 2015 3:30:37 PM jlierly. April 1, 2015 3:31:32 PM jlierly. PL2 01 7/14/15 JLL PLUMBING ROUGH-IN 7/17/15 AP July 8, 2015 1:40:40 PM jlierly. Harry 808-0049 July 13, 2015 11:50:56 AM jlierly. July 17, 2015 12:26:38 PM jlierly. PL99 0111/24 5 JLL PLUMBING FINAL / November 24, 2015 9:24:54 AM pbarthol. W Harry 808-0049 ________________________ COMMENTS AND NOTES ______________________________________ CITY OF PORT ANGELES i DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000009 Date 2/04/15 \' Application pin number . . . 007100 �\ Property Address . . . . . . 1622 MALONEY CT ASSESSOR PARCEL NUMBER: 06-30-01-8-5-0060-0000- Application type description RES NEW SFR REPORT SALES TAX —L1 Subdivision Name . . . . . . on your State excise tax form Property Use Property Zoning . . . . . . . RESIDENTIAL MEDIUM DENSTY to the City of Port Angeles Application valuation 95089 (Location Code 0502) Application desc new sfr ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HABITAT FOR HUMANITY CL COUNTY OWNER 3430 HWT 101 E STE #32 PORT ANGELES, WA. PORT ANGELES WA 98362 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . NEW SFR Permit Fee . . . . 992.25 Plan Check Fee 644.96 Issue Date . . . . 2/04/15 Valuation . . . . 95089 Expiration Date 8/03/15 Qty Unit Charge Per Extension BASE FEE 670.25 46.00 7.0000 THOU BL-50,001-100K (7.00 PER K) 322.00 ----------------------------------=------------------------------------------ Permit . . . . . . MECHANICAL PERMIT Additional desc . . NEW SFR Permit Fee . . . . 181.85 Plan Check Fee .00 Issue Date . . . . 2/04/15 Valuation . . . . 0 Expiration Date . . 8/03/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 _ 1.00 10.6500 EA ME-VENT SYSTEM (NON-HVAC) 10.65 �\ 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 -------5.00-------14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD)---- -74.00- --------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . . . 113.00 Plan Check Fee .00 Issue Date . . . . 2/04/15 Valuation . . . . 0 �. Expiration Date . . 8/03/15 b Qty Unit Charge Per Extension BASE FEE 50.00 6.00 7.0000 EA PL-PLUMBING TRAP 42.00 \`v Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authofized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS -- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Unlyl— 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 . . . . . 15-00000009 Date 2/04/15 Application pin number . . . 007100 Qty Unit Charge Per Extension REPORT SALES TAX 1.00 7.0000 EA PL-WATER LINE 7.00 on your state excise tax form 1.00 7.0000 EA PL-DRAIN VENT PIPING 7.00 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles ----Comments Comm---- Special Notes and -------------- ----------=-------------- (Location Code 0502) January 8, 2015 10:16:27 AM rbecker. If you are installing a closed fire sprinkler system, you will need to install a double check valve assembly. If you are installing an open fire sprinkler system, you do not need to install a backflow assembly. If you have any questions call Ron Becker at 360-417-4886, fax:360-452-4972, or E-mail: rbecker@cityofpa.us 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. Call for cover inspection for all sprinkler installations. A ,full acceptance test will be required for the fire sprinkler system. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) . January 22, 2015 12:58:57 PM sroberds. New sfr in the RMD in an IOZ for total lot coveage of 290. No land use issues anticipated. Electrical load calculations and electrical permits are required. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout.disconnections.Contact Jonathan Boehme at 360 417-4811 Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public. Works Inspection request line 417-4831 Use existing Driveway. Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. 1) Standard Stormwater Comments for temporary erosion control. This is part of a larger plan of development, greater than 1 acre. This includes 1. Mark Clearing Limits 2. Establishing Construction Access Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type 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%GirGirders/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 Rou h-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blockin �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 3 Application Number . . . . . 15-00000009 Date 2/04/15 Application pin number . . . 007100 ---------------------------------------------------------------------------- Special Notes and Comments REPORT SALES TAX 3. Control Flow Rates on your state excise fax form 4. Install sediment controls BMP.. 5. Stabilize exposed soils to the City of Port Angeles G. Protect slopes from erosion (Location Code 0502) 7. Protect drain inlets 8. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 9. Maintain temporary and permanent erosion control BMPS during project 10. Update TESC plans as changes take place No downspouts shall be connected to sanitary sewer.. Also include: Consider applying for the City Green Infrastructure Rebate of up to $750 towards the materials to install a rain garden to control roof or driveway runoff. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. January 15, 2015 8:24:01 AM rvess. ---------------------------------------------------------------------------- Other Fees . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE . 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260..00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1287.10 1287.10 .00 .00 Plan Check Total 644.96 644.96 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7226.56 7226.56 .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 oflaws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL.TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Ba 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: Footin /Slab 113locking&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 PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00000009 Date 2/04/15 Application pin number . . . 007100 Property Address . . . . . . 1622 MALONEY CT �/ ASSESSOR PARCEL NUMBER: 06-30-01-8-5-0060-0000- REPORT SALES TI/�'1/� Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RESIDENTIAL MEDIUM DENSTY Application valuation . . . 95089 (Location Code 0502) ---------------------------------- Application desc new sfr ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ HABITAT FOR HUMANITY CL COUNTY OWNER 3430 HWT 101 E STE #32 PORT ANGELES, WA. PORT ANGELES WA 98362 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 3/4" METER SFR FIRE SPRINKLERS Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . 2/04/15 Valuation . . . . 95089 Expiration Date . . 8/03/15 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 ----------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . 2/04/15 Valuation . . . . 95089 Expiration Date . . 8/03/15 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments January 8, 2015 10:16:27 AM rbecker. If you are installing a closed fire sprinkler system, you 6 will need to install a double check valve assembly. If you are installing an open fire sprinkler system, you do not need to install a backflow assembly. If you have any questions call Ron Becker at 360-417-4886, fax:360-452-4972, or E-mail: rbecker@cityofpa.us 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. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for the fire sprinkler system. All homes in new subdivisions that are outside of the Fire 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 cons(ru r tion. (/ f 2- -i 5 Signature ofAr ractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit CITY OF PORT ANGELES PUBLIC WORKS& UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 15-00000009 Date 2/04/15 Application pin number . . 007100 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on our state excise tax form Department four-minute response area shall be equipped with }� residential fire sprinkler systems that comply with the to the City of Port Angeles International Fire Code (IFC) and National Fire Protection Association (NFPA) . (Location Code 0502) January 22, 2015 12:58:57 PM sroberds. New sfr in the RMD in an IOZ for total lot coveage of 29%. No land use issues anticipated. Electrical load calculations and electrical permits are required. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Use existing Driveway. Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. 1) Standard Stormwater Comments for temporary erosion control. This is part of a larger plan of development, greater than 1 acre. This includes 1. Mark Clearing Limits 2. Establishing Construction Access 3. Control Flow Rates 4. Install sediment controls BMPs. 5. Stabilize exposed soils 6. Protect slopes from erosion 7. Protect drain inlets 8. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 9. Maintain temporary and permanent erosion control BMPS during project 10. Update TESC plans as changes take place No downspouts shall be connected to sanitary sewer. Also include: Consider applying for the City Green Infrastructure Rebate of up to $750 towards the materials to install a rain garden to control roof or driveway runoff. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. 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 afterthe work as commenced,or if required inspections have not been requested within 180 days from the last inspection. 1 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 r T:Forms/Building Division/Public Works Permit CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 15-00000009 Date 2/04/15 Application pin number . . . 007100 ------------------- REPORT SALES TAX ---------------------------------- Special Notes and Comments January 15, 2015 8:24:01 AM rvess. on your state excise tax form ---------------------------------------------------------------------------- to the City of Port Angeles Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 (Location Code 0502) STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 --------------------------------,------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 570.00 570.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 5864.50 5864.50 .00 .00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and 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:Forms/Building Division/Public Works Permit Ta t l � For City Use Crry ®r Permit# D�p NN 09 W1r A S H I N G T O N, U. S. Date Received: p p N 321 E 5m Street Date Ap "J,,ed/ Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permitsCWcityofpa.us BUILDING PERMIT APPLICATION Project Address: 4 -z z nn A LU/�o cy C o v vL; Phone: G g - � D _ Prima Contact: k v�rLni v2-,-4v o.Tt= Email: C o N s;1--�,U GT i 01A @ 14 a5l 1vaT CL ALLAyt-, - Name / Phone r G Hai-3i-1Q-1 1�CVLl�UVv�YJN1 CltaLlgv� 1. ur- Property Mailing Address Email Owner Po 30 -kauCrioQQ PAM-,v.+-- CLva�1,14 •0� City State Zip Name Phone Contractor Address Email Information city State Zip Contractors License# Nni3 �'� z l (_D Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) Residential ® Commercial ❑ Industrial ❑ ° Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following, fill out both pages of permit application: (check New Construction ® Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms 2 Proposed Bedrooms Z Yes ® No [3Yes 13 No 1 3 Description Project Pro j P 5�H L� ��.��, o�,.. � c��s-ua�o,ti.. ��-z t,:� - 1 Z a 2. Is project in a Flood Zone: Yes ® NoW Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal, the application will be considered abandoned and the fees will be forfeited. Date - - Print Name s Si nature ��/%i Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Z� Second Floor Covered Deck/Porch/Entry Deck(over 30"ora' floor) �. Garage _ Carport Other(describe) Area Totals ' 1 Za -Z- Commercial ZCommercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Covera a Calculations Lot Size(s ft) Lot Coverage (sq ft) P jvZ�% Lot Coverage(Total lot coverage-lot size) 2 1 ��a Site Coverage (Sq IFt of all impervious) .5 9 %of Site Coverage (total site coverage_lot size) .5 / U Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # PU,� LiSS Haz/Non-Haz Piping Outlets: #"I .-(?I SP I-)i Appliance Exhaust Fan # m(C-ao Heater(Suspended,Floor, Recessed wall) # J— INGDD VNrAk.k- Q k3 C -,Vj-, A OkS0viDOVn— Boiler/Compressor Size: # Heating/Cooling appliance # re air/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # n Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit I C_YQ-tel I Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # G Fuel gas piping #of Outlets: Water Heater ;5c) # I Medical gas piping #of Outlets: f' Water Line # 1 Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17.13.docx Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information V2 V2 �t 1 V V1 i`Ir t��Urtw�l�l caU�cw. This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Idl/Z,7k�___Tgr Date t- I L-1 All Clirrfate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight LI-Factor n/a 0.50 Glazed Fenestration SHGCb'e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9'k'' 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wal,,k 10/15/21 int+TB 0.042 Slab° R-Value&Depth 1 10,2 ft I n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. ('77 ift ❑2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ 1 b Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 WM 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1 200kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 1'10/15/21.+TB" means R-10 continuous insulation'on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. s s ,r � 1612 2404 2412 Qj c� �p ' t � r > y ` 1 2301 fi 1626 h 2301 Y 2311 > i t4 E' 4 r �r e 2309 2321 -� WEST PROPERTY LINE -81' Y v 8'EASEMENT FOR LOT 7 SEWER LINE °1 m .. F- � SETBACK SETBACK - I 18'7 1/2 -20' I :Z -� - 4'X 4'CONCRETE STOOP (IfI{ I / W W CL O W � f I ' W ° ° 4'X 4'CONCRETE STOOP 77 _ m C W � • SOUTHEAST PROPERTY CORNER J WATER LINE ' w -Z- w m EAST PROPERTY LINE-81' [0 U Q J U Q w U Z O � U -- LOT AREA = 4212 SQ FT STRUCTURE FOOTPRINT = 1202 SQ FT LOT COVERAGE = 29% .IWL x. 1612 ' 2404 2412 / r •. c l' ,1► r ,@d 2301 Ov qVA r 1 1626 2301 4♦. 2311 w a ' w ti ` 230161 . 2321 Date: 12-30-15 10'WIDE X 6"THICK CONCRETE EMERGENCY ACCESS WAY D C� CITY OF PORT ANGELES-Consmiction Plaw Y WEST PROPERTY LINE -81' U The Issuance of this permit based upon these plans 8'EASEMENT FOR LOT 7 SEWER LINE specifications and other data shall not prevent the } m " building official from thereat4c�t trmguirirDg ft lv � � — — — — — — — — — — — — correction of errors in said PlaaDs,s� N I SETBACK other data,or from preventing tisuilding ops o being carried on thereunder when in violation Off A SETBACK —18'7 1/2 codes and ordinances of this jurisdiction. w .� > 20' l Afl L C'1 OM SU �'"lily 7MD APPROVAL z 72.' a� LU >. ... < . l o U od9 ��. Dow --- � 00 � a a� Q Lnw k:. W_ z N w z N Q J 4'X 4'CONCRETE STOOP O F- 0 LU - `. / �- O Q Q z LL H w — — — — — — — — — — — — — — - — — w z H CL — — z Z ti �, J O J a- �:. :.of Q O 0 � w z U) CD z > o O Ly cn > w w o O p U z Z z Q = w 0° � � 0o wp w z O li zwZ) co o o I ' ~ Q > m II Z = w CO 4'X 4'CONCRETE STOOP _ _ — Y - LU LL ~ 1 Y � ODIY � ILL, Q Jd I v k :� Q O 0 Q Z J O ° N H J (C) _ F � 0 Zw Q QXC'o CLXL1 LU Z C) co SOUTHEAST PROPERTY CORNER WATER LINE k e �- W CO O W w LL u' O O N �`.. C�1 O LLJ U) w Q > Z Z �- M -zLU-w EAST PROPERTY LINE-81' w = d Z LLJI O J O I j O 1 j z E- 0 Z m Lu H m z U Q w Q Q � — Q w v wY � �LLJ � aww (n0 � 0 O = � (n ` z it J C'1 � zD W > > � H = mow O= U 4 I w - 0 a lY Z > } Q Q ¢ II W J LOT AREA 4212 SQ FT _ z zw ~ -i<< U- > WwU- 0 QU- STRUCTURE FOOTPRINT - 1202 SQ FT o m ? oQ0 -1wwoo > o Of FwF- LOT COVERAGE = 29% D O o a— z D ry P 0 U co 00 LIVING AREA 1111 m w <W x (D > D � w w = mow Q cn 0wa_ Uw0-1 ROOF FOOTPRINT = 1574 SQ FT v o J = J W z z z W PAGE w O � Wwi- -1zO — Q � cnW PLOT PLAN (n _ � °° � QQwz � m w 3 1 26 r Date: 12-30-15 42'4 1/2 41'8 w z 388 W j pw yNK daY �v1 36'8 — p _< '0 mZ om o~m pw <o D F _ z a 3 p w m �N JzUw iap Uo zN �w 095 0., 50., o 32'8 o0 D < J OZQ7 a 2 o 0 OJ , m K z z N w0 3 O o 28'8 ~Ua oau�i Hm w�OLL SOF 06, oz6 F UO00 27'8FaK L w 0wDFO O< W45 O pU Uw LzZW � Oz207 � Cfl _moo a 0 1 x co 00 aU U 12'8 �Qoo - — O CD � rn 118 — w w 7' - w z o7 (n 378 Side Se w tback 18'7 o w co - - — — - - 1/2" IIIIIIIIII_. I Q Q z Q m � 15'91/2 o 19'9 �j Z J J N PO rt < DN zo o Q (V Toilet Centerline I `— o o Q z w O p Q _z za x N p2zz gw.0z Q�tipo (yam N p P zE p KIp O o 2 Z O 2 Q D LL 3 U r V N w w D �ww ��yw N Thickened Footing Under Slab j W < Z o° Z o o X o z - 12"Wide x 12"Deep with Two 41/4 N 0) z LLNO e000 o�000� Grade 60#4 Rebar Anchored c� ;o< N Into Stem Wall N W a Z¢�W 4 o Z WDoll- CD 00 Typical Footing-16"Wide x 7"Tall W ►` Typical Stem Wall-8"Wide by 24"Tall o7 0 i 28'8 rn co 1312 SSTB 16 z J 0 zv�w i J 0 — 4 Q2< E, W Q X _ �W � —j 0 ___{� co z o U CID �� ,4'53/4 Q Z � 2 Z (n Q N' I� HUD4(1800 LBF)ON DOUBLE STUD WITH W W a Q O C Q o 0 0 0 ^' 1 SST816 ANCHOR BOLT FOR SHEAR WALL Q Z m> U " C) \V - SEE A.B.PLACEMENT SCHEDULE FOR CCC w X W a- w ? a OF a �.., L J �� - — — _ — _ — —� EXACT POSITIONING } J Z - 00 FYI Q o} m W 2� OJ W Qm ~7 00 - JFw �QQOQ �p (O W pOQ Z 1,1 U) co Na....F- O� QQm Q LU Q Side Setback-20' w a W a ¢J Q r0()f D W 9' 53� CoQ Wow } � D J I w zoC7 st� �tYm Q = v, 9'2— , O W Q9m ! lll 0 W W 12'7 NOTE: SLEEVE FOUNDATION 13'4 Yi Z W J Q SOUTH EAST WALLS FOR WATER,PHONE, 13'10 � �S o z IY] PROPERTY CORNER AND SEWER LINES fl C) cn IIII o Q LL Q W w F— z w 42'4 1/2 0 = 0 �— W /O w Y �I m00 0 ;_III 0 Q N o = ti amE � ti E 0 E W a 6 0 z u = m E < W x m C ¢ PAGE o - O EL1n� m E a v � E 3 N m FOUNDATION DETAIL � Hm 26 E � n " 3Uc�� 0 F Date: 12-30-15 42' 2016 2016 U z W M 0 co U) M W w N 18\BATH 0 �1's � � BATH 13'13/4 U � Q rn in U 6'4 67 BEDROOM o w 10' 3'8 1/4 g Q Q BEDROOM S O 0 3068 5068 6'1 1/8 CLOSET N Z } ce) N z:) 00 fh N • •,� w O O CO BEDROOM U FAMILY N 00 O °' r,— C.0 s U)8V UL J O 22'81/2 5'11/2 Q x CD M O LAUNDRY U m " 10' 2' 1/ LL O O N _ �- M v L .p..�. .. 00 f Q) N 5040 3068 C w N 13'10 3/4 13'10 1/4 0 O N 12'4 � KITCHEN J MECHANICAL ROOM 4 O w yj Z 3016 I I 3030 Q LL Q II II � LLl - - - - - - - - - - - - - - - - - - co 00 2 ti d LIVING AREA PAGE 1111 sq ft 3 7 26 OF Date: 12-30-15 w U Z W c� U) co W 00 M Q W U � Z Lu ® ® Q W Q U` ~ F- 0 O a_ SIDE(SOUTH)ELEVATION SIDE(NORTH)ELEVATION ELEVATIONS z 0 O U C° rn co Q ►� C.0 J 1 J O J O C'7 UILL m O O00 N z H rn Lu = U) w Ell Q LL Q w d' = oNoo PAGE 4 BACK(WEST)ELEVATION FRONT(EAST)ELEVATION 26 OF Date: 12-30-15 4 WALLA 4 13'7 1/4 5 15'6 3/4 257 1/4 4 O o N in F- - 27'3 1/4 w w N J Z U N J Z Lij Q = O co C� U) co �n m w_ w co N S _j Q Z W Ln W ZZ rn0o0 (D cn0 U u c�i 31'3 o } 0p Z L Q LU 6'6 /8 co cJn Q m = < Z 4 9) W 0 Ur F- Q _ m �zzzzzzzA x�xo ZZ w < Z Q ULu � O 5 � Q � oIL N O m o N N CO Q W II N Z Z C N 7 _ O z — N N d cn 3 ZUQ _ v c/) Z 2 0 co O O O J O CL Z o Z J (D N 8 Q J _l < } W (if w Q W U Z O U w w 0 0 D 00 W I- ti O_ U J >_ M Q O cn Qw C 9 II = U CO — Ucnw Z � 0 3 � (D co rn 00 LO U o � � N p � � J Qm 6 � w � J = CSO W U- Z d Q X 14'3 3/4 o w =O Q a- U m HDU4 1800 LBF HOLD-DOWN ON ~ U � F- JQO LL ° v DOUBLE STUD AT BEGINNING m UW' W Q Z p O O OF BRACED WALL PANEL J D U m C'7 of = m Q F- - 00 14'9 1/4 3 cn m Q — F- W (D p d' M N J J �f w Q F- Z Z o < LJ 4 4 28,8 w � co fi z z 4 c/)41'61/2 4 J pZLu LL O CD 4 F- � z —A\ W mcg = tia 5 PAGE INTERIOR BRACED WALL PANELS PER 2012 IRC R.602.10.2 FRAMING- 48" MINIMUM WIDE PANEL WITH 1/2"GYPSUM WALL BOARD BOTH SIDES OR 96" MINIMUM ONE AND ENGINEERING NGINEERING SIDE WITH 1 1/2"TYPE W OR S SCREWS IN ACCORDANCE WITH ASTM C 1002 AT 7" O.C. ON EDGES 26 AND FIELD. BLOCK ALL HORIZONTAL JOINTS. NO HOLD DOWNS REQUIRED /F V 7/16 OSB I� 8- Date: 12-30-15 I 2" EXTRUDED POLYSTYRENE I J v Q z I I W M PRESSURE TREATED 1 X 2 3/4 BATTEN I I w rn a F- U 3: o I o I z z W u=, — Qp O I w I a 0 oI I Z R-21 ROXUL INSULATION 81/4"X 12' HARDIE CEDARMILL SIDING ~ Q a WITH 6 7/8" REVEAL I I Z" in LL- a 1 1/2" H.D. GALVANIZED w o O 5/8"SHEETROCK ROOFING NAIL x I o ( O w l l o 0 `° cc 4 1/2"SCREW AT 24"O.C. TO N I I O ATTACH FURRING TO STUDS of w Z 00 SIDING STARTER STRIP 2"WIDE w =O cn z U rn CAULK PLATE TO SLAB F W I p cn J h o WINDOW SCREEN FOR BUG CONTROL o o a J o (STAPLE TO FRONT OF OSB, INSTALL R z U m BLUEBOARD ON BEAD OF CAULK AT ~ w ? I o I w u' 2 3/16 w o w E- O O N FOUNDATION, WRAP SCREEN UP AND w N I X CC) OVER 1 X FURRING AND STARTER x Cc Z w H a 00 STRIP AND STAPLE TO 1 X FURRING) "' w ww X Z W 434" a Q o U N Q Wco CL Q 2"X 1"Z FLASHING TO PROTECT x = c BOTTOM OF BLUEBOARD a w = U W � � J NOTE: EXTERIOR PLATE LINE IS 2 3/16" LL Q C7 8 1/16" INSIDE EXTERIOR STEM WALL EDGES 0� Z Q LL < m w 00 EXTERIOR INSULATION AND RAIN SCREEN DETAIL PAGE -� 6 26 OF Date: 12-30-15 5/12 PITCH SITE BUILT 1" POLYSTYRENE BAFFLES BETWEEN TRUSS R-50 BLOWN IN INSULATION CHORDS SHEAR PANEL IN EACH TRUSS BAY- 7/16 OSB w 2 X BLOCKING ALL SIDES - 8D w NAILS @ 6" PER 9 co TR 2019 I.R.C. R602.10.6.2(3) co U O'0Ch, Lu 24" WIDE VENTED HARDISOFFIT o w co O Z �� CO U) 1¢— Q Z) O TRUSS BLOCKING a TRUSS BOTTOM CHORD 4/4 X 2 TRIM 2' 7/1 6 'KH HURRICANE CLIPS AT ALL 2'3 5/8 j 0 TRUSS/PLATE INTERSECTIONS p � WINDOW SCREEN FOR BUG CONTROL U ' 7/16 OSB (STAPLE TO FRONT OF OSB, INSTALL Q m BLUEBOARD ON BEAD OF CAULK AT _j 'C4- 0 R-21 ROXUL INSULATION FOUNDATION, WRAP SCREEN UP AND J X M OVER 1 X FURRING AND STARTER U m STRIP AND STAPLE TO 1 X FURRING) O O c� 5/8" SHEETROCK >- i° PRESSURE TREATED 1 X 2 3/4 BATTEN Z o rn 2" EXTRUDED POLYSTYRENE 8 1/4" X 12' HARDIE CEDARMILL SIDING g WITH 6 7/8" REVEAL 1: U) 1 1/2 H.D. GALVANIZED ROOFING NAIL pzw LL O CD 41/2" SCREW AT 24" O.C. TO Q � Q ATTACH FURRING TO STUDS m 00 LLi = N a PAGE SOFFIT AND ATTIC INSULATION/VENTILLATION DETAIL 7 V 26 Date: 12-30-15 Rev 7-18-11 Tempered F-- Egress U) BATH O BATH 0 z U co BEDROOM o co cn co W co BEDROOM 70 CFM FAN 70 CFM FAN w 3: Egress �� zw Q J -/ SMOKE DETECTOR } z SMOKE DETECTOR F Z a- O a Egress SMOKE/CO DETECTOR CLOSET Q ALL INTERCONNECTED SMOKE DETECTOR SMOKE DETECTOR J BEDROOM w U) FAMILY u- J Cl w v A �-- 0000 Uti N 2 (o CD z VO 00 LAUNDRY W rn Tempered > _ ;. J O zQ x M FIRE SPRINKLER 2 LJ O s ° PANEL Uo p z m ELECTRICAL PANEL o = O O N H ob Z ~ o-)W jw � EL W F— c6 II II ' J I _ _ _ _ I I r/r Q Z W - - - - - - - - - - - - - - - Q LLZ m 00 W c� LIVING AREA = ti 1111 sq ft PAGE 8 26 OF Date: 12-30-15 Rev. 7-18-11 - - - - -E7]— — — — — I WP WP _ I D D I U Z W c7 �� o ,P�j o o fwd co 1T;'I ��!C— W � C- rn / \ 71 FCI - W_ U C6 Z Q WJ < Z SD Q Q N GFC GFC \ ~ O N I SD , \ SD U \ WP YNR - - - - - - - - - - - - - - - - - _ - _ ids \ Lij 00 ti ID \ _ LU Q � MCD O / J Qc) Q X M lim RAI (UFCI WH O \ R p p N CE 0 ^ o WP GFCI / O LL 'I) F- � rn CD o GFCI ¢ w a GFCI (� 1 GFCI f^� GFC / \ GFC I GFC - - - V J ... ...... W p z w - - - - L - - - - — - - - - -1 = - - - - - - - _ — - - - - - - Q U— Q 00 mw � L -t — J < CN0 PAGE 9 26 1/0 F 41'-6 1/2„ Date: 12-30-15 Rev 7-18-11 39'-5 3/4" 37'-5 3/4" 35-5 3/4" 33'-5 3/4" W U Z 31'-5 3/4" p CY) U7 co 29'-5 3/4" LU � � rn Q W 27'-5 3/4" () Ui Z Lu LJ 26-1 1/16" LU 25'-5 3/4" 23'-111/2" Q Q F- 23'-5 3/4" G� O 21'-5 3/4" lL 19'-5 3/4" 17'-5 3/4" 16'-1 3/4" 15-5 3/4" 14'-0 5/16" 13'-5 3/4" 11'-5 3/4" } 9'-53/4" 3/4" D 00 WALL A 5-5 3/4" O 3'- 3/4" U `0 v , d) � LL U E 3 3/ 1 1 1 J o use 15/32 OSB Horizontally 5 IF Q O M Z Top Course,7/16 OSB bottom '2: 5 / i Course- Shear Nail Headers ZD 1' 5/ " m 71 '-4 3/ 1 3 3/1 " O O N } � cfl 11'-6 7/16" 00 16'-0" 14 0" Q, 1 1" zw Q 2x6 CQC w _8„ PT Plates-11'6 1/2",14',16' G Studs-24 �-- 11'-8" 4'7 1/2"-2 = (n U) 24"-4 w w 12'-8" 22 1/2"-2 ~ J a 16,-7., �r� 10 1/8"-2 O Z w o 6 1/2",5 3/4",5",4 1/4" LL O V 8 LL 20,_7„ ~ Of Q 0 2x4 24'-5" 1 22 112"-10 16 3/4,16 1/2-,16-, ~ w 27'-8" 15 1/4"-3 m 0 28'-8" 32'-8" 36'-8" 38,-8„ PAGE 41'-8" � G WEST WALL 10 26 OF 27'-5 3/4" Date: 12-30-15 26-2 3/4" Rev 7-18-11 25-5 3/4" 23'-5 3/4" 22'-11 1/4" 21'-5 3/4" i 19'-5 3/4" 17'-5 3/4" LU 15'-7 1/4" z W co 15-5 3/4" o c) w a, 13'-5 3/4" w < 11'-5 3/4" z w a 9'-5 3/4" 0 W Southwest } z Corner T-7 1/4"-- Q Q WALL B 7'-5 3/4" ~ o a_ 5'-5 3/ ' cz- 3' 3/4" H 4'-0" Z - 3/4" / � - co CD CV -1 CV CUC G co r 0 ,- 3'-2" o 14-31/211 U O co m u- 5'-0" > CD 91-0112x6 Plates 16', 14' 3 1/2" z w rn Q 13'-0" Studs 15LLJ 0 15'-11 48" - 4 2 c j co 38" - 1 J 25 1/2" -4 p z w m =LL w p C0 0 22 1/2" - 6 Q � z Q " 17'-2" 10 1/8" - 6 w �- 21'-2" 00r 23'-4" PAGE 27'-4" 30'-6" 11 / 26 V OF Date: 12-30-15 Rev 7-18-11 12'-5" 9'-5 3/4" w 8'-7 1/4" W 9 CO CO 7'-5 3/4" wCO CIO 5'-5 3/4" w Z aW Q J W Q Q H � 3'-5 3/4" Start 15/32" OSB Horizontal o Shear Nailing 3" OC Staggered a WALL C 3/ " Around Header Area 2x6 V Studs - 8 orlz PT Plate 12' 5" �- 61" 1/2" - 1 36" - 2 J 0 a-o 22 1/5" - 1 10 1/8" - 1 0- 9 -1 Qr, (0 J � % Date: 12-30-15 Rev 7-18-11 North Porch Wall Z Wch 0 (9)U) Cl) W °o rn Wall F w U � '-11 114 Q 111 1 / w Wall DQ Interior -► 3 -1 1 /4 3'1 1 /4 South Porch - Wall 8' 2X6 ' - PT Plate 9' 7 1/2 6' 2X6 Studs - 7 CU PT Plate - 8' 1 1/2" Sheath after }. Studs -6 Wall E ~ 8'1 /2 O 00 Sheath after Wall E Exterior v Q °�' � _j o Exterior ► ,-7 1 /2' J � x m M u_ East Corner O O c,4 } tl M East Corner QO QwQ 8" „ � of � 8 2 (Aw 48 ftf- 61 4'—(J811 o 0 Z QLLQ 6'-011 �- uJ {- mCOQf _ " ° PAGE 13 / 26 l/OF Date: 12-30-15 Rev 7-18-11 13'-91/411 11'-11 1/4" 11'-9 3/4" 9'-11 1/4" w U Z 7'-11 1/4" o CO COto W CO 6-8 1/4" w UW 6'-6 3/4" Q LU 5'-11 1/4" } Z Q 3'-11 1/4" a- a 7 " Wall E 15/32 OSB Vertical on top course 0 4' section followed by 8' section } Header area nailed _ Z 5'-0" 6.1 1/ at 3" OC O 00 � '-8 1/2' - w C) 0i 3'-2" 2x6 PT Plate 13'10 3/4" O 00 - Studs-7 J 00 Trimmers 6'7 1/8"-2 J O r 63"-1 J x (0 so"-1 � U O �-- N ' 29 5/8"-2ILL m Shear Wall Blocking 22 v2" O O N O -p\p 20 1/2" O r LO 12"-2 H 0M0 LO 101/811-1 O 6 1/4"-1 Q W Q South 13'-10 3/4" z c) w 4'-0" p z w 8'-0" U- 0 cD '-0" 12 � ui � 13'-4" = N p Center Section East Wall PAGE 14 26 .F Date: 12-30-15 Rev 7-18-11 13'-10 1/4" 13'-8 3/4" U 11'-11 1/4" w � M C M W CO Of 0) W Q 10'-7 1/4" Z W 9'-5 3/4" W Q Q T-5 3/4" Northeast Comer 5'-5 3/4" 3'-5 3/4" Wall G 1-5 301 z C) 15/32 OSB To Course Vertical) 2x6 PT Plate 13' 10 1/4" Top Y =O 00 Starting at Window Studs - 9 Nailed 3" OC around Header 43 1/2 " - 1 U � '-( 36" - 2 Q QCD 101/8" -1 - moo M 14 1/2" -1 U 0 M LL m 2x4 O O 04 20" - 1Ham N N Q W Q Z„) Ch m (n W � � J O 0 z U- Q 14 ft Plate / 51-211 i _ 00 U O 91_211 Q O w _ H a U � -1 0 5 LL ' " a 0 13PAGE CO W 15 26 OF Date: 12-30-15 30'-9" Rev 7-18-11 30'-7 1/2" 29'-11 1/4" 28'-4 1/2" 28'-3" 27'-11 1/4" W U 26'-11/2" W CI) o (.0 26'-0" w m 23'-11 1/4" w < 21'-111/4" z vi Q 19'-11 1/4" ¢ W W W 19'-2 3/4" z 17'-11 1/4" 16-9 1/4" p IL 16-7 3/4" 15'-11 1/4" 13'-11 1/4" NORTH WALL 11'-11 1/4" 9'-11 1/4" Wall H 2x6 D 00 PT Plates 18', 12'9" 2'-0'7O Studs- 17 - o) 0o 48"-2 o E Q ti c.0 43 1/2"- 1 M m 7-1111/4" J O 25 1/2"-2 5'-1 1/4" J ^ cM 22 1/2"-3 c co C) m `° LL 2x4 N _ _ _ 3'-1 1/4" 0 0 cV a ti v v CD 10 1/8" -5 M o o '-11 1/ Northwest Comer a M - Z W 12'-9" 18'-0" H 4'-615/16" 4'-8" s (n SSTB 16 Anchor Bolt —W-I 12'-8" 0 0 Z d E 16'-0" Q LL- Q W � t m 00 23'-11" a 2 � O 26-6 9/16" PAGE � 6 30'-6•, 26 OF Date: 12-30-15 Rev 7-18-11 LU U Z LU co West Ed e co Wall I g LU co wco cnLU UCli Z w Q J W Z H Q H 2' 3' 6' 2x4 6'7 PT Plate - 10' 6" z0 Studs - 7 D co ti 0 38' - 1 10 1/8" -1 m o J 9'10 1 / C) m LL 10'41 /2 0 0 CN 00 z ~ O' W = C/) W 10'6 � ° z QLLQ mw � < CN° 0 PAGE 17 26 OF Date: 12-30-15 1 Box in with two extra 2x6 Studs on the flat w • U Z LU co 10'- 1 coCD w co 10' 0° w C) C6 w 8e ee Qz < Q O 6'-011 51-711 Wall J '-011 2x6 Plate - 10' 6" z CD Studs - 11 oco CO4 QtiCO JX O Q X (DJ O M 2e_®" L °° OOc,4 00 Z ~ °' West End 10w '-611 = cnW J � LU OC7 �- ()� Z Q LL Q co 00 cl� 2 ti 0 PAGE 18 26 [/0 121-21' Date: 12-30-15 1 0'-9 1 /2" 101-41 /211 Wail K w 9'-10 1 /2" Ui C.0 - M - W 00 0) � Q W U Z W � W Q C7 '-10 1 / 19 2x40 8, „ PT Plate - 12' 3 12" Studs - 12 3819 -1 101/811 - 1 \� } 31-211z z - 7- Z) o (.00 r � Qa' co 6' 1 " Qc) � J O M J 51-81100 L 1 0 fn 0 N } C- M Zw � 4 < W 21-011 = 0 w WSJ Z w o0z QLLQ mW00 � East = tia- 12'-3 12 -3 1 /2" PAGE 19 26 OF Date: 12-30-15 w C) z w Cl) o co Cl) w00 � rn Q J w co z w Q J O (O w Cl N ' N po Q Q X ::, 000No N (n (C) co co 0 N CY) 00 C'7 } N ~ z CO O 0 ~ N N O U N N _ - N 2 C) 00 b Q ti co °o - J O r - N [9 V- N \ J O N Ln rn - U 0') 00 o m I LL T o N _ - 0 0C\l N rn N cm H co O r Lo O z w � r O p _ Q w >Q O ED O EO \ - D Cn U) 0O C? w O w 0O u- 0 C� N z N O - Q LL Q C'7 N c0 m W _ CN 0 a w PAGE 20 OF 26 V OF Date: 12-30-15 I 914 1 /2 Add Stud on the flat LU U Z LU co e co cn ch co wrn m � < Wall N w U Z w J w Q Q H 818 2x4 Plate- 9' 6" 06 a- Walln n 1 V 1 Studs - 5 73" - 1 8 1/8" - 3 N r - L 1 H 11 / Z) 00 72' 5 1 /2 ° � � � tiC.0 N CO J O 11 � o � 6 21LL O O N 0 z ~ m U-1 916 West = C/) w pzw WEST- LL (D �. � QLLQ -5102 " m0 � _ pa- PAGE 21 7 26 0 Date: 12-30-15 Wali O Wall T N 3'-4" Wall R _ , „ 3'-6 3/4" w�-6 co U Z _N (p ch w ch 2' d �_On - a> p co N N (� Cl) a r. d W 00 I N (n LCA a Q J 1-1011 U) 6' N W J a ' " 6,9 8 3/ N U) I— Q H East North O 6'10 1/2 3►-5-112' North 3'-8 1/4" z 11 5/8 D 00 n ti Wall P C° rn co 5°5 Q `° .. J =o j co Wall Um � 5 cN 0 h 3'-4" �, CO ob < UJ 2' W °_4,° ? o' 1` c0 a = Cn W x 1 NC pzw _0 ti O CD North N :3 < Q U- Q U- 6'1 1/8 south m w 3'-5 1/2" Q 3: CN O = tio_ F PAGE �- 22 26 OF Date: 12-30-15 26'8 1/4 26' 24' 22' 20'5 3/4 19'10 3/4 0 18' o 16' w Go a' 14' w � U C6 13'51/4 o w 13' 1/4 Q a 10' ~ o a 13' 3/16 12'10 11/16 8' 2x4 6'8 3/16 PT Plates- 14', 12'9 3/4" Studs- 19 6'5 1/2 73"- 1 } 60"- 1 H 10 1/8"-2 Z O 5'6 3/4 81/8"-3 J Z) 00 4' � U C° 2, 2x6 Studs-2 Q � 51/4" Q -' o J O M _ - U m OOcy co IMO CO 6'1 QwQ 2 U 0) w J co 0 z w 5' LLofZ Q U- Q W = N North Wall U 26'9 3/4 PAGE 23 26 0 Date: 12-30-15 w U Z LU CY) CD CO Cl) w 00 Q LU U C6 Wall W o w Q 0-10 1 /2" o Wall X 81 If CD N } 6 -011 z 0 N 00o ^SCO 1 -0 1 -11L W 2i 0) co a) Q ti x � co 2 0o � N cn � J � m 20-®,1 ,'I- - 0 .0 N cv Cn coCO w North „ South 2i W 10 1-31 /2 0 z w L.L0 (D Q LL Q F— w co w i Date: 12-30-15 e W U 12°m3 9/16" o U) M W °O LU rn Q W U 1 ®°e Q w Q J W 10,®0°° wall z Q 8° 0°' 6°®019 o 00 2x6 � 1 PT Plate - 12' 5 OI } z o s Studs - 10 2° '° 0 °° U co (mco 2x4 1 /1 Q Studs 1 X (0 j 0 1 ° 1 / 0 6 O ON H co South z rn 12'-5 1 /16" w � F- m U) w Q� F— J LL O CD �—. 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