The URL can be used to link to this page

Home My WebLink About1411 Morning Court Address: 1411 Morning Court PREPARED 12/01/14, 12:47:16 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/01/14 ------------------------------------------------------------------------------------------------ ADDRESS . . 1411 MORNING CT SUBDT_V: CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 OWNER . . GREEN CROW PROPERTIES INC PHONE . PARCEL . . 06-30-14-6-7-0390-0000- APPL NUMBER: 14-00000699 RES NEW SFR REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------- ------------------------- - - ----- 8/20/14 AP August 20, 2014 9:04:54 AM pbarthol. John 460-6902 August 20, 2014 4:14:25 PM jlierly. PLSP O1 9/30/14 JLL PLUMBING SHOWER PAN 9/30/14 AP September 30, 2014 9:19:21 AM pbarthol. Kurt 775-5450 September 30, 2014 4:52:08 PM jlierly. PL99 Ol' 12/01/14LSI L PLUMBING FINAL December 1, 2014 10:36:56 AM pbarthol. Chris 775-5450 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/20/14, 13:41:11 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/20/14 ------------------—------------------------—--------------------------—---------------------- ADDRESS . : 1411 MORNING CT SUBDIV: CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0390-0000- APPL NUMBER: 14-00000699 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT_ PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------------------------—-—---------—--------------------------- PL2 01 8/20/14 L PLUMBING ROUGH-IN August 20, 2014 9:05:20 AM pbarthol. John 460-6902 PL6 01 8/20/14 VivPLUMBING WATER SUPPLY August 20, 2014 9:04:54 AM pbarthol. John 460-6902 ------------------------ ------------ COMMENTS AND NOTES -------------------------------------- PREPARED 12/01/14, 12:47:16 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/01/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1411 MORNING CT SUBDIV: CONTRACTOR : GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0390-0000- APPL NUMBER: 14-00000699 RES NEW SFR ------- -------- _ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 7/29/14 JLL BLDG FOUNDATION FOOTING 7/29/14 AP 670-8062 July 29, 2014 4:40:21 PM jlierly. BL2 01 8/04/14 JLL BLDG FOUNDATION STEM WALL 8/04/14 AP August 4, 2014 9:16:48 AM pbarthol. Wilson 670-8062 August 4, 2014 3:55:57 PM jlierly. BFF O1 8/06/14 JLL BLDG FLOOR FRAMING 8/06/14 AP August 6, 2014 8:20:32 AM pbarthol. Kurt 775-5450 August 6, 2014 3:40:04 PM jlierly. BL9 01 8/26/14 JLL BLDG SHEARWALL 9/02/14 AP August 25, 2014 9:14:07 AM pbarthol. William 912-3277 September 2, 2014 9:43:36 AM jlierly. BAIR O1 8/29/14 JLL BLDG AIR SEAL 8/29/14 AP August 29, 2014 10:34:50 AM jlierly. August 29, 2014 4:13:40 PM jlierly. BL3 01 8/29/14 JLL BLDG FRAMING 8/29/14 AP August 29, 2014 10:35:21 AM jlierly. August 29, 2014 4:13:40 PM jlierly. BLI O1 9/04/14 JLL BLDG INSULATION 9/04/14 AP September 4, 2014 9:09:44 AM pbarthol. Kurt 775-5450 September 4, 2014 4:14:20 PM jlierly. BL99 01 12/01/14L' 1 BLDG FINAL December 1, 2014 10:36:29 AM pbarthol. Chris-775-5450 ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL, PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------ ------------------ ME99 01 12/01/14 JL' MECHANICAL FINAL December 1, 2014 10:36:46 AM pbarthol. Chris-775-5450 ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 8/20/14 JLL PLUMBING ROUGH-IN 8/20/14 AP August 20, 2014 9:05:20 AM pbarthol. John 460-6902 August 20, 2014 4:14:25 PM jlierly. PL6 01 8/20/14 JLL PLUMBING WATER SUPPLY ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- I it CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION p 321 EAST 5TH STREET, PORT ANGELES, WA 98362 a Application Number . . . . . 14-00000699 Date 7/02/14 Application pin number . . . 743477 Property Address . . . . . . .1411 MORNING CT ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0390-0000- REPORT SALES TAX Application type description RES NEW SFR subdivision Name . . . . . . on your state excise tax form Property use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 157145 (Location Code 0502) Application desc 2345 sq ft SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GREEN CROW PROPERTIES INC GREEN CROW CONSTRUCTION LLC PO BOX 2439 PO BOX 2439 PORT ANGELES WA 983620312 PORT ANGELES WA 98362 (360) 417-3661IN ------------------------------------------ --------------------------------- Permit - . . . . BUILDING PERMIT RESIDENTIAL Additional desc . . 2345 SQ FT SFR Permit Fee . . . . 1345.05 Plan Check Fee 874.28 Issue Date . . . . 7/02/14 Valuation . . . . 157145 Expiration Date . . 12/29/14 Qty Unit Charge Per Extension BASE FEE 1020.25 58.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 324.80 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . 181.85 Plan Check Fee .00 Issue Date 7/02/14 Valuation . . . . 0 Expiration Date 12/29/14 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 2.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 21.30 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 74.00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . PLUMBING SFR Permit Fee . . . . 170.00 Plan Check Fee .00 Issue Date 7/02/14 Valuation . . . . 0 Expiration Date 12/29/14 Qty Unit Charge Per Extension Q BASE FEE 50.00 9.00 7.0000 EA PL-PLUMBING TRAP 63.00 1.00 7.0000 EA PL-WATER LINE 7.00 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 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 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 t _ , 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-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney O 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 I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-000006.99 Date 7/02/14 Application pin number . . . 743477 REPORT SALES TAX Qty Unit Charge Per Extension our state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 On Y 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles --------------------------------------------------------------- Special Notes and Comments (Location Code 0502) June 24, 2014 9:28:57 AM tamiot. UNDERGROUND ELECTRICAL SERVICE FROM EXISTING PEDESTAL AT THE SE CORNER OF THE PROPERTY. ELECTRICAL PERMIT WILL BE REQUIRED. June 17, 2014 12:30:58 PM rbecker. If you are installing a lawn sprinkler system, you will need to install a double check valve assembly. If you 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. June 25, 2014 10:32:15 AM sroberds. Proposal is sfr in RS-9 for total lot cov of 17$ and site cov of 23%. No land use issues anticipated. Ditches & 8" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. 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 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. 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. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance 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/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) 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 I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES • i � DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00000699 Date 7/02/14 Application pin number _ _ _ 743477 --------- --------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form notice is required. Public Works Inspection request line 417-4831 to the City of Port Angeles Construct driveway and Sidewalks to City Standards. (Location Code OSOZ� Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . 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 1696.90 1696.90 .00 .00 Plan Check Total 874.28. 874.28 .00 .00 Other Fee Total 4524.50 .4524.50 .00 .00 Grand Total 7095.68 7095.68 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 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-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 Of PORT's CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES ,mss 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000699 Date 7/02/14 Application pin number . . . 743477 Property Address . . . . . . 1411 MORNING CT REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0390-0000- on your state excise tax form Application type description RES NEW SFR Subdivision Name . . . . . . to the City Of Port Angeles Property Use . . . . . . . . (Location Code 0502) Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 157145 ---------------------------------------------------------------------------- Application desc 2345 sq ft SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GREEN CROW PROPERTIES INC GREEN CROW CONSTRUCTION LLC PO BOX 2439 PO BOX 2439 PORT ANGELES WA 983620312 PORT ANGELES WA 98362 (360) 417-3661 -------------------------------------------------------_--------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 7/02/14 Valuation . . . . 0 Expiration Date . . 12/29/14 Qty Unit Charge Per Extension BASE FEE 180.00 --------------------------------------------------------=------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 5/8" DROP IN METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 7/02/14 Valuation . . . . 157145 Expiration Date 12/29/14 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 . . . . 7/02/.14 Valuation . . . . 157145 Expiration Date 12/29/14 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments June 24, 2014 9:28:57 AM tamiot. UNDERGROUND ELECTRICAL SERVICE FROM EXISTING PEDESTAL AT THE SE CORNER OF THE PROPERTY. ELECTRICAL PERMIT WILL BE REQUIRED. June 17, 2014 12:30:58 PM rbecker. If you are installing a lawn sprinkler system, you will need 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:\Policies\1102.15[10/081 PERMIT INSPECTION RECORD CALL 417-4831 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 INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) r WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102.15[10/08] Off,VORTCITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00000699 Date 7/02/14 Application pin number . . . 743477 REPORT SALES TAX -------------------------------------------------------- Special Notes and Comments On your State excise tax 01717 to install a double check valve assembly. to the City of Port Angeles If you any questions, call Ron Becker at 360-417-4886, (Location Code 0502) 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. June 25, 2014 10:32:15 AM sroberds. Proposal is sfr in RS-9 for total lot cov of 17% and site cov of 23W. No land use issues anticipated. Ditches & 8" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. 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 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. 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. 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 Construct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER SYSTEM DELV CHARGE 2260.00 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 orwork is suspended or abandoned for a period of 180 days after the work as-commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:\Policies\1102.15[10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT, 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING TA\Policies\1102.15[10/08] 4�y0°�0RT,*,,"k CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 14-00000699 Date 7/02/14 Application pin number . . . 743477 REPORT SALES TAX - ------------------------------------------------------------ on your state excise tax form Other Fees . . . . . . . . . STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 to the City of Port Angeles ---------------------------------------------------------------------------- (Location Code 0502) Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4524.50 4524.50 .00 .00 Grand Total 5274.50 5274.50 .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:\Policies\1102.15[10/08] PERMIT INSPECTION RECORD CALL 417-4831 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 INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING jj TAPolicies\1102.15[10/08] r �i'H E "S CITY ., For City Us0 L GE e ..a A i H I N G T 0 N, U . S. Permit# ie/- 9 q 321 East Th Street CA' Date Received:Port Angeles, WA 98362 Date ApprovedP: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit App ca ion Project Address: &��± �,-7` �•-��ps, G(/� 9f�-3�2 Main Contact: Phone # (360) 53✓'uC-6 G�rne� E-Mail: co ►^�u,�ro�- �m-n Property Name \ Phone Owner Mailing Address Email city GIA State Z,p�7f?L:V�' Contractor Name C�bc� S�rt�tc!/Uri LLCM Phone Mailing Address Email Cs�-) City State Zip Contractor License# G. C� g,J � Expiration: Project Value: Zoning: Tax Parcel# / Lot# $ l5 7 > I ks( cc, 6;7> 3%Q 317 Type of Residential ® Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction 0 Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No 13 Project ��v �,•` �e �avni( �B�75Y�'u�.�ioy-, Description I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor l 637-14 139 W Second Floor Covered Deck/Porch/Entry d 0 S 2 G O Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverage m 2,J�ssF 13 S9► s� 17 /o SQ FT Site coverage(all impervious+ %Site Coverage structures) SF ' �O Mechanical Fixtures Indicate how many of each pe of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater(Suspended,Floor,Recessed wall) # �- Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 3 Furnace/Heat Pump/ Size: # I Ventilation System # Forced Air Unit _ dict u Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # j Vent piping # Sewer Line # / Industrial waste pretreatment # interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX i 1 t I r� 5-1 DF+ LOT il-9 F ♦-.,ice, a.,,4 1152 1158 p f. a � e. a. cam, Alm r-. 1407 " h... t a 1� a r•r , u` Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Green Crow ADDRESS:Lot 39 Morning Court,Pott Angeles,WA,98362 WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER No Wall Line A-1 Wall Line W1 Wall Line C-1 Braced-Wall-Line Location 1 at of I-story tat of 1-story i st of 1-story Ewe to Ridge Height E ft E ft 6 ft Braced-Wall-Line Spacing 25.00 It 25.00 ft 20.00 ft Braced-Wall-Line Length 50 ft 50 ft 50 ft Wall Height 9 ft 9 ft 9 ft Bracing Method WSP GB WSP GB Double GB Construction Type N/A sided 4"O.0 N/A Fastening Gypsum Wall Board on Inside Yes N/A Yes Horizontal Joints Blocked Yes Yes Yes Holdown Device Used No No No Wall Dead Load >8psf&=l5 ->8psf&=15 >8psf&=15 Psf psf psf Roof/Ceiling Dead Load =15 psf =15 psf =15 psf `QJID'_ 7 7 `, Tabulated Wind Bracing Amount 6 ft 10.25 ft 5 ft Exposure Height Factor 1.2 1.2 1.2 _ Eave-to-Ridge Height Factor 0.76 0.76 0.76 Wind Wall Height Factor 0.95 0.95 0.95 Number of BWL Factor 1.3 1.3 1.3 Holdown Factor 1 1 I Blocked Joint Factor 1 1 I Gypsum on Inside Factor 1 1 1 Wind GB Construction Factor 1 0.7 1 Required Wind Bracing Amount 6.76 ft 8.08 It 5.63 ft '- :.. Tabulated Seismic Bracing Amount 12.5 ft 20 ft 12.5 ft Seismic Wall Height Factor 1 1 I BWL Spacing Factor 1 1 1 Blocked Joint Factor 1 1 1 Gypsum on Inside Factor I 1 I Seismic GB Construction Factor I I I Wall Dead Load Factor 1 1 I Roof Dead Load Factor 1 1 1 Veneer Factor i 1 I Required Seismic Bracing Amount 12.5 It 20 ft 12.5 It www.strongtie.cam/webapps/bracedWall This is page 1 of 2 A Simpson Strong-Tie Length of Wall Bracing Required 11.25 ft -11.25 ft 11.25 ft 11.25 ft NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,Dl,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall lines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall Shearwa&1 Presciptive Desien Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lures shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,Dl,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R3012(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,Dl,or D2 in accordance with Section R602.10.4.1 item U. www.strongtie.com/webapps/bracedWall This is page 2 of 2 (Um � Design How to Order Pro Developed by Forum Eflginee Enter Data Print Version Setup C Beam or Girder C Jois#or Rafter Member# Garage Door Hdr Member at Location : Main Floor Repetitive Use? Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes Grade= No.2 Moisture Content: <19% >19% Span(L)= 16 ft - 9 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 4 ft - 4 in Unsupported Length(lu)= 1 ft - 0 in set Duration Factors with Cantilever Set Deflection Limits j- with Point Load(s) Reset Loads to Zero Ir with Sloped Load(s) is ...................... L W s LOADING Load Type Max.Span = Dead Load, Uniform w(psf)= 17 R1 R2 L 1524 ib I Stress and/or Deflection Check OK A c t u a l Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 52 =354 207 5434 25% Max fb(psi)&M(Ib-ft) 1037 6383 1136 6991 91% Total Load Max.Defl.(in) -0.49 U414 1.12 43% Live Load Max.Defl.(in) -0.29 U696 0.84 34% Adjustment Factors 2000— for Fb for Fv for E — ,000 Wet Service CM= 1.00 1.00 1.00 500 soo Temperature Ct= 1.00 1.00 1.00 Beam Stability CL= 1.00 N/A N/A —15M -two Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Ct„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 8000 Buckling Stiffness CT= N/A N/A 1.06 6000 (C T for Emin only) 4000 Design Values in psi 2000 Fb Fv E Emin 0 Reference Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties a� breadth(b)= 3.5 in depth(d)= 11.25 in Area(A)= 39.4 in12 n� Section Modulus(Sx)= 73.8 in13 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) W X Design ' v a How to f ar Pro Enter Data Print .............................................................. Setup Beam—or Girder (`Joist or Rafter r: - ------ --- Member# Typical Hdr Member at moor Location : Main Floor Repetitive Use? Nominal Size : (2) 2 x 10 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes Grade= No-2 Moisture Content., <19% >19% Span(L)= 6 ft - 0 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 19 ft - 1 in - -----------------___-_ _ Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors with Cantilever Set Deflection Limits " with Point Load(s) Reset Loads to Zero I� with Sloped Load(s) w s LOADING Load Type Max. Span = Dead Load Uniform w(psf)= 17 R1 R2 2404 ib 2405 lb -- Stress and/or Deflection Check OK A c t u a l Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(Ib) 207 3830 4 >1 • CD= 115 Max fb(psi)&M(Ib-ft) 1012 3607 1136 4050 89% I Total Load Max.Defl.(in) -0.07 U975 0.40 18% Live Load Max.Defl.(in) -0.04 U1638 0.30 15% Adjustment Factors for Fb for Fv for E 1000 Wet Service Cm= 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 _�j Beam Stability CL= 1.00 N/A N/A -30M J Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Cf„= 1.00 N/A N/A Incising C;= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 4000 Buckling Stiffness CT= N/A N/A 1.06 3000 (C r for Emin only) 2000 Design Values in psi 1000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3 in depth(d)= 9.25 in Area(A)= 27.8 in12 Section Modulus(Sx)= 42.8 in13 Moment of Inertial(Ix)= 197.9 in^4 Total Load Deflection(in) (Ur, Y How to $$ Order Pm ueveloped by Foru_m_Eniinee� Enter Data Print ....... .... .. ...._....... Setupr+- Beam or Girder r Joist or Rafter Member# Great Room Hdr Member at Location : Main Floor Repetitive Use? Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes Grade= No-2 Moisture Content: <19% n19% Span(L)= 8 ft 0 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 19 ft 1 in Unsupported Length(lu)= 1 ft 0 in set Duration Factors r with Cantilever i Set Deflection Limits r with Point Load(s) Reset Loads to Zero r with Sloped Load(s) .......... -- W s LOADING Load Type Max.Span = = Dead Load!, Uniform w(psf)_ 17 R1 R2 3207 Ib Stress and/or Deflection Check OK A c t u a l Allowable Ratio Snow Load Uniform w s 25 Max fv(psi)&V(lb) 94 2455 207 5434 45% a Max fb(psi)&M(Ib-ft) 1042 6412 1136 6991 92% Total Load Max.Defl.(in) -0.11 L/864 0.53 21% Live Load Max.Defl.(in) -0.07 U1451 0.40 17% Adjustment Factors ^� for Fb for Fv for E 2(100 Wet Service CM= 1.00 1.00 1.00 Temperature Ct= 1.00 1.00 1.00 -2= Beam Stability CL= 1.00 N/A N/A -400°' Size CF= 1.10 N/A N/A � Shear Force,V(Ib) Flat Use Ct„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 j Repetitive Member Cr= 1.00 N/A N/A 8000 Buckling Stiffness CT= N/A N/A 1.06 6000 (C T for Emin only) 4000 1 Design Values in psi 2000 - Fb Fv E Emin 0 Reference Jf%6 180 1600000 580000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in depth(d)= 11.25 in - - Area(A)= 39.4 in^2 Section Modulus(Sx)= 73.8 in^3 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) (Mr- B'ams/Joists Analysis and Design How to Order Pro Developed by Forum Engineers Enter Data Print Version ....................................................... Setup fro Beam or Girder t"Joist or Rafter . ___.. Member# Floor Beam Member at� Location : Main Floor Repetitive Use? Nominal Size : ( 1 ) 4 x 10 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes Grade= No.2 Moisture Content: .19% >19% Span(L)= 8 ft - 0 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 11 ft - 3 in with Cantilever Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors _r Set Deflection Limits 1— with Point Load(s) Reset Loads to Zero I— with Sloped Load(s) L w s LOADING Load Type Max. Span = 6 in 7, Dead Load Uniform w(psf)= 10 R7 R2 -- -- I i— 2251 Ib - Stress and/or Deflection Check OK A c t u a ! Allowable Ratio Snow Load j Uniform w(psf)= 40 Max fv(psi)&V(lb) 84 161 207 4468 41 Max fb(psi)&M(Ib-ft) 1082 4500 1240 5157 87% - -- � Total Load Max.Defl.(in) -0.14 1-1684 0.53 26% - Live Load Max.Defl.(in) -0.11 LJ855 0.40 28% Adjustment Factors 3"1 for Fb for Fv for E Wet Service CM= 1.00 1.00 1.00 ° Temperature Ct= 1.00 1.00 1.00 2 Beam Stability CL= 1.00 N/A N/A .300° Size CF= 1.20 N/A N/A Shear Force,V(lb) Flat Use Cr„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 6000 Buckling Stiffness CT= N/A N/A 1.06 4000 (C r for Emin only) Design Values in psi 2000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1240 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in depth(d)= 9.25 in Area(A)= 32.4 in12 Section Modulus(Sx)= 49.9 in13 Moment of Inertial(Ix)= 230.8 in^4 Total Load Deflection(in) W w r� Design wwpa.org -41 r ASD Metho!' How to Order Pro Developed by Forum Enr Enter Data Print _Version Setup Beam or Girder C Joist or Rafter Member# Office Wdw Hdr Member at "«'r Location: Main Floor Repetitive Use? Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes _- Grade= No.1 aMoisture Content: <19 i >19% Span(L)= 5 ft - 0 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 9 ft 4 in Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors r" with Cantilever Set Deflection Limits I✓ with Point Load(s) Reset Loads to zero I— with Sloped Load(s) ..... .... ...... .................. P L w s LOADING Load Type Dead Load Uniform w(psf)= 17 R1 R2 Point 1 a(ft)= 2.00 P(lb)= 2,142 c 3097 Ib Point 2 a(ft)= 0.00 P(lb)= 0 Stress and/or Deflection Check OK A c t u a l Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 144 3 7 8L, 207 5434 70% , . Point 1 a(ft)= 2.00 P(lb)= 3,150 -D= 1 15 Point 2 a(ft)= 0.00 P(lb)= 0 Max fb(psi)&M(Ib-ft) 1223 7526 1262 7767 97% Total Load Max.Defl.(in) -0.04 01509 0.33 12% Live Load Max.Defl.(in) -0.02 L/2536 0.25 9% Adjustment Factors Sao for Fb for Fv for E d= Wet Service CM= 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 -2M 1 Beam Stability CL= 1.00 N/A N/A Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Cf,,= 1.00 N/A N/A Incising C;= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 8000 , Buckling Stiffness CT= N/A N/A 1.06 6000 (C T for Emin only) 4000 n 1 i Desi9 Values in psi ii��NI��I�III1IN►►I�«��)��►�i�►��IIB�III�I��i�sl�ihlllhUNl'f. 2000 Fb Fv E Emin 0 Reference 1000 180 1700000 620000 Adjusted 1262 207 1700000 620000 Bending Moment,M(Ib-ft) Section Properties o� breadth(b)= 3.5 in depth(d)= 11.25 in a�a Area(A)= 39.4 in12 n� Section Modulus(Sx)= 73.8 in13 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) Prescriptive Energy Code Compliance.for All Climate Zones in Washington Project Information Contact Information Green Crow Drafting Solutions Lot 39 Morning Court PO Box 1246 Port Angeles, WA 98362 Port Angeles, WA 98362 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 Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49i 0.026 Wood Frame Wal19,k,1 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°,k 10/15/21 int+TB 0.042 Slab R-Value&Depth 10,2 ft 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. r�]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. Table R406.2 Summary Option Description Credits la Efficient Building Envelope 1 a 0.5 ❑ lb Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 F-1 2a Air Leakage Control and Efficient Ventilation 2a 0.5 0 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 1:1 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 E] 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 0 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 F-1 5b Efficient Water Heating 1.5 ❑, 1.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 2.50 *Please refer to Table R406.2 for complete option descriptions http://www.enerky.wsu.edu/Documents/2012%2ORes%2OEnergV.pdf Table R402.1.1 Footnotes For SI: 1 foot.=304.8 mm,ci .=continuous insulation, int.= intermediate framing. 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. "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 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 R30 gReserved. h First value is cavity insulation,second is continuous insulation or insulated siding,so"13.+5" means R-13 cav I The second R-value applies when more than half the insulation is on the interior of the mass wall. J 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 mini Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation re Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as spe