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Home My WebLink About1011 Heritage CourtAddress: 1011 Heritage Court PREPARED 12/02/14, 12:10:27 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/02/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1011 HERITAGE CT SUBDIV: CONTRACTOR : PHONE OWNER LBR CONSTRUCTION/STEWARD LAND Pk?ONE . PARCEL 06-30-01-8-1-0110-0000- APPL NUMBER: 14-00000706 RES NEW SFR ------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ No access door lock recall when ready/jll EL99 02 12/02/14 BLDG FINAL December 2, 2014 9:09:49 AM pbarthol. PW99 01 12/02/14 R6 PUBLIC WORKS FINAL 12/02/14 AP December 2, 2014 10:37:41 AM rvess. December 2, 2014 10:38:10 AM rvess. ----------------------------------------------------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------- ME99 01 12/01/14 JLL MECHANICAL FINAL 12/02/14 DA December 1, 2014 10:32:55 AM pbarthol. Dennis 360-630-3793 December 2, 2014 8:05:25 AM jlierly. No access door lock recall when ready/jll ME99 02 12/02/14 JLL a MECHANICAL FINAL December 2, 2014 9:09:58 AM pbarthol. PERMIT: PL 00 PLUMBI PE$�IIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------ PL6 01 8/22/14 JLL PLUMBING WATER SUPPLY 8/22/14 AP August 22, 2014 9:34:00 AM pbarthol. Greg 477-1862 August 22, 2014 3:59:00 PM jlierly. PL2 01 9/17/14 JLL PLUMBING ROUGH -IN 9/18/14 AP September 17, 2014 8:40:03 AM pbarthol. Todd 808-0668 September 18, 2014 8:13:58 AM jlierly. PL99 01 12/01/14 JLL PLUMBING FINAL 12/02/14 DA December 1, 2014 10:33:06 AM pbarthol. Dennis 360-630-3793 December 2, 2014 8:05:25 AM jlierly. No access door lock recall when ready/j11 PL99 02 12/02/14 JLL�/� PLUMBING FINAL �1 December 2, 2014 9:10:08 AM pbarthol. --------------------- - ----------- COMMENTS AND NOTES CITY OF PORT ANGELES - s DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000706 Date 7/02/14 Application pin number . . . 948724 Property Address . . . . . . .1011 HERITAGE CT ASSESSOR PARCEL NUMBER: 06 -30 -01 -8 -1 -0110 -0000 - Application type description RES NEW SFR Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 149657 ---------------------------------------------------------------------------- Application desc 2394 SINGLE STORY SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LBR CONSTRUCTION/STEWARD LAND OWNER 618 S PEABODY ST STE H PORT ANGELES WA 983626244 --------------------------------- Permit . ------------------------------------------ . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . SINGLE STORY SFR Permit Fee . . . . 1300.25 Plan Check Fee 845.16 Issue Date . . . . 7/02/14 Valuation . . . . 149657 Expiration Date . . 12/29/14. Qty Unit Charge Per Extension BASE FEE 1020.25 50.00 ---------------------------------------------------------------------------- 5.6000 THOU BL -100,001-500K (5.60 PER K) 280.00 Permit . . . . . . MECHANICAL PERMIT Additional desc SFR MECHANICAL Permit Fee 97.20 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 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc SFR PLUMBING Permit Fee 142.00 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 8.00 7.0000 EA PL -PLUMBING TRAP 56.00 1.00 7.0000 EA PL -WATER LINE 7.00 1.00 7.0000 EA PL -DRAIN VENT PIPING 7.00 1.00 15.0000 EA PL -SEWER LINE 15.00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from. the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified here' or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of an a or local law reg tin construction or the performance of construction. i-, A ' Z___) ^ 1 �� Alio ePs&y,-" Date Print Name Signature of Contractor or T:Forms/Building Division/Building Permit Agent of Owner (if owner is builder) BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Electrical 417-4735 Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor/ Slab Rough -In Water Line Meter to Bldg) Gas Line Back Flow / Water 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: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -in Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping 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 S 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000706 Date 7/02/14 Application pin number . . . .948724 Qty Unit Charge Per Extension 1.00 7.0000 EA PL -WATER HEATER 7.00 Special Notes and Comments June 17, 2014 12:21:57 PM rbecker. If you are installing a closed fire system, you will need to install a double check valve assembly. If you are installing an open fire system, you will not need 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. A full acceptance test will be required for the fire sprinkler system. Call for cover inspection for all sprinkler installations. This project will require seperate permit and fire sprinkler plans for review.__ 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). June 25, 2014 10:45:49 AM sroberds. The proposal will result in a new sfr for total lot cov of 24% and site cov of 27W in the RS -9 zone. No land use issues anticipated. June 17, 2014 3:30:16 PM banders. Site map incorrectly shows electrical connection point at the southeast corner of property. Actual underground electrical connection point is at the southwestern property corner. Electrical load calculations and electrical permits are required. 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 Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) T:Forms/Building Division/Building Permft 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: Construction - R.W. PW / Engineering 417-4831 Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor / Slab Rough -In Water Line Meter to Bldg) Gas Line Back Flow / Water 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: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping 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 S DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00000706 Date 7/02/14 Application pin number . . . -948724 ---------------------------------------------------------------------------- Special Notes and Comments notice is required. Public Works Inspection request line 41.7-4831 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. Use existing curb opening, construct driveway 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 . . . . . . . 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 1539.45 1539.45 .00 .00 Plan Check Total 845.16 845.16 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7679.11 7679.11 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent 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: Electrical 417-4735 Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor / Slab Rough -in Water Line Meter to Bldg) Gas Line Back Flow / Water 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: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit +.,,PONT µQIF CITY OF PORT ANGELES J PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000706 Date 7/02/14 Application pin number . . . 948724 Property Address . . . . . . 1011 HERITAGE CT ASSESSOR PARCEL NUMBER: 06 -30 -01 -8 -1 -0110 -0000 - Application type description RES NEW SFR Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 149657 ---------------------------------------------------------------------------- Application desc 2394 SINGLE STORY SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LBR CONSTRUCTION/STEWARD LAND OWNER 618 S PEABODY ST STE H PORT ANGELES WA 983626244 ----------------------------------------------------------------------------- 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 . . 3/4" METER FOR FIRE SPRIKLERS Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 7/02/14 Valuation . . . . 149657 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 . . . . 149657 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 17, 2014 12:21:57 PM rbecker. If you are installing a closed fire system, you will need to install a double check valve assembly. If you are installing an open fire system, you will not need 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 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work 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 governin is type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give author' t viol to or cancel the provisions of any state or local law regulating construction or the performance of conwactiQn. Sig Pature 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 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. / PW/ ENGINEERING 417-4831 CONSTRUCTION - R.W. PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102.15 [10/08] vORT4,,C _ N CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000706 Date 7/02/14 Application pin number . . . 948724 Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A full acceptance test will be required for the fire sprinkler system. Call for cover inspection for all sprinkler installations. This project will require seperate permit and fire sprinkler plans for review. 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). June 25, 2014 10:45:49 AM sroberds. The proposal will result in a new sfr for total lot cov of 24W and site cov of 27W in the RS -9 zone. No land use issues anticipated. June 17, 2014 3:30:16 PM banders. Site map incorrectly shows electrical connection point at the southeast corner of property. Actual underground electrical connection point is at the southwestern property corner. Electrical load calculations and electrical permits are required. 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 disconnectlorrs.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 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. Use existing curb opening, construct driveway to City REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements.FThis 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 f.r 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 �. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. / PW/ ENGINEERING 417-4831 CONSTRUCTION - R.W. PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\Policies\1102.15 [10/08] CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00000706 Date 7/02/14 Application pin number . . . 948724 ---------------------------------------------------------------------------- Special Notes and Comments 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 . . . . . . . . . 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 Permit Fee Total 750.00 Plan Check Total .00 Other Fee Total 5294.50 Grand Total 6044.50 Paid Credited Due 750.00 .00 .00 .00 .00 .00 5294.50 .00 .00 6044.50 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes' null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent T:\Policies\1102.15 [10/081 Date Signature of Owner (if owner is builder) Date PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. / PW/ ENGINEERING 417-4831 CONSTRUCTION - R.W. PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4174815 BUILDING T:\Policies\1102.15 [10/08] For City Use Permit# Date Received: Date Approved PLICATION IV -7060 Project Address: 1011 Heritage Court, Port Angeles, WA 98363 Caleb Anderson Phone:360-452-4641 , 360-461-3033 Primary Contact: Email: caleb@andersonhomesllc.com Name LBR Construction Inc Phone360-452-4641 Property Mailing Address 618 S Peabody Street, Ste H Emailcaleb@andersonhomesllc.com Owner city Port Angeles State WA 1"P98362 Name Anderson Homes LLC Phone360-452-4641 Contractor Address 618 S Peabody Street, Ste H Emailcaleb@andersonhomeslic.com Information City port Angeles State WA Zip 98362 Contractors License#ANDERHLOOOJ5 Exp, Date: 12-5-2014 Legal Description: Zoning: Tax Parcel # Project Valu : (materials and labor) Heritage Court Lot 11 P RS9 °60°181010°°°° $ &I O -U Residential 8 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 ❑ —7 Fire Sprinkler System? Irrigation System? Proposed Bathrooms P roposed Bedrooms Yes N No 13Yes ❑ No O Project Description New Construction Single Family Residence Is,groject"iin a Flood Zone: Yes ❑ No® 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. 6/13/14 C°' �Yb ✓g�.o1 erf� Date Print Name Signature Residential Structures Area Description (SQ FT) Existing Proposed $$ value For Office Use Basement First Floor 1499 197 r/ 1' Second Floor Covered Deck/Porch/Entry 56 ? Z - Deck (over 30" ora"d floor) 200 •��/.p� Garage 639 If /70 Carport Other (describe) Area Totals 2394 Commercial Structures Area Descriptions (SQ FT) Existing Proposed $$ Value For Office Use Existing Structure (s) Proposed Addition Tenant Improvement? Other work (describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) 9963 sq ft Lot Coverage (sq ft) 2394 sq ft %Lot Coverage (Total lot coverage _ lot size) 24% Siteverage (Sq Ft of all impervious) % of Site Coverage (total site coverage --lot size) ya Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # O Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # ' .Y Heater (Suspended, Floor, Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance repair/alteration # Evaporative Cooler (attached, not portable) # Pellet Stove/Wood-burning/Gas Fireplace/Gas Stove/Gas Cook Stove/Misc. # Fuel Gas Piping # of Outlets: Ventilation Fan, single duct # r Furnace/Heat Pump/ Forced Air Unit Size: heat pump ready # 1 Ventilation System # Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # 8 Fuel gas piping # of Outlets: Water Heater # Medical gas piping # of Outlets: Water Line # Plumbing Vent piping # s Sewer Line # 1 Industrial waste pretreatment interceptor Grease Trap) Size Other (describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx 4,�ev MMIX WA Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 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 *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Date 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: 01. 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. F-12. 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 ;Al1Clt atB' ones' R -Value' U-Factora Fenestration U-Factorb n/a 0.30 Skylight Ll -Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9,k,l 21 int 0.056 Mass Wall R -Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wallc'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. Date 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: 01. 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. F-12. 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 la Efficient Building Envelope 1 a lb Efficient Building Envelope 1 b 1c Efficient Building Envelope 1c 2a Air Leakage Control and Efficient Ventilation 2a 2b Air Leakage Control and Efficient Ventilation 2b 2c lAir Leakage Control and Efficient Ventilation 2c 3a I High Efficiency HVAC 3a 3b High Efficiency HVAC 3b 3c High Efficiency HVAC 3c 3d High Efficiency HVAC 3d 4 High Efficiency HVAC Distribution System 5a Efficient Water Heating 5b Efficient Water Heating 6 Renewable Electric Energy Total Credits *Please refer to Table R406.2 for complete option descriptions 0.5 1.0 0.5 2.0 0.5 Q 1.0 1.5 0.5 1.0 . 2.0 1.0 Q 1.0 0.5 1.5 0.5 ❑ *1200Tcwh 0.0 http://www.energy.wsu.edu/Documents/`2012/2ORes%2OEnergV.pdf 0.50 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. "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. a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Conditioned Floor Area yam. Instructions Conditioned Floor Area (sq ft) f Average Ceiling Height AWN I Conditioned Volume Heating System Type: (9) Forced Air Furnace Q Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (AT) Port Angeles AT = Indoor (70 degrees) - Outdoor Design Temp 42 Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) f Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) f, 13,491 Glazing and Doors U -Factor X Area = UA Instructions 0.30 y / 57.21 Insulation Attic U -Factor X Area = UA Instructions -- 0.026 38.97 R-49 '� '. , Single Rafter or Joist Vaulted Ceilings U -Factor Area UA Instructionsi 3 Select R -Value No selection --- Above Grade Walls (see Figure 1) U -Factor Area UA Instructions 0.056 i' ,` ' " 81.98 R -21"A Floors U -Factor Area UA Instructions 0.029 43.47 R-30 Below Grade Walls (see Figure 1) U -Factor Area UA InstructionsNo selection --- Select Rvalue t' Slab Below Grade (see Fayre t F -Factor Length UA Instructions ` No selection WIN Select conditioning Slab on Grade (seeFryure1) F -Factor Length UA Instructions select R value �, No selection - Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 221.64 Envelope Heat Load 9,309 Btu I Hour ure 1. SumofuAXeT Air Leakage Heat Load 6,120 Btu I Hour VolumeX 0.6XATX.018 a6oie Grade.,r Building Design Heat Load 15,428 Btu / Hour '• "< Air Leakage + Envelope Heat Loss Building and Duct Heat Load 16,971 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 23,760 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) Glazing Schedule Project Information Anderson Homes Job # 525 - Heritage Court Port Angeles, WA 98362 Vertical Glazing (Windows and glazed doors) Plan Component Glazing Contact Information Caleb Anderson Anderson Homes LLC 360-452-4641 R402.3.3 Exception (15 sq. ft. max.) Width Height Qt. Feet Inch Feet Inch Glazing Area UA �01 �01 �Mffs � 1 II � lIf � ON SMI �Ml �Msnlwe �MlSMI Sum of Area and UA 190.7 57.20 Area Weighted U = UA/Area 1 0.30 W At.L VA 05 - Li tv� 2 �o _t 4 4^o, i -7!-&" ,-_gyp A ! d I 1 10161? a BEDROOM2 iLo _ R* PR 306E D7•FA2 _ BEDROC tea'- b DECK 17x20' OBD LIVING i *ftCNEN 6' 3016 VAL PANTRY ON Q VvA `,� ` g - fl2", o 2��327 sr�s7-J�ti w'n 5 AT- 1 to " d . G , tvA I L � �(Z NG X b • � 2baa • ---� 112" S� �kalai� F ALL WALL ` T� = Gi s3 — Ile G w S N�5A7'b� Y`t s M a"W Ei -rup 5 NP1L G, - SCpewe, 1 lo" o• C, Lvov C, ) 1 X 1( ' I4 WAp; a . o y &" t.-) I A J r,) 0 L� -- - -- t�AJt,�, �• �vb >7r�•, 15�g,"t,o�� 012 �c�tp4IA J3o6� � NA1L p, p8� J LOtJG l71A. 2e6e S O O 08D I \ ; u.6a M. / \\ /'� r F(t i _I ._ ' Li tv� 2 �o _t 4 4^o, i -7!-&" ,-_gyp A ! d I 1 10161? a BEDROOM2 iLo _ R* PR 306E D7•FA2 _ BEDROC tea'- b DECK 17x20' OBD LIVING i *ftCNEN 6' 3016 VAL PANTRY ON Q VvA `,� ` g - fl2", o 2��327 sr�s7-J�ti w'n 5 AT- 1 to " d . G , tvA I L � �(Z NG X b • � 2baa • ---� 112" S� �kalai� F ALL WALL ` T� = Gi s3 — Ile G w S N�5A7'b� Y`t s M a"W Ei -rup 5 NP1L G, - SCpewe, 1 lo" o• C, Lvov C, ) 1 X 1( ' I4 WAp; a . o y &" t.-) I A J r,) 0 L� -- - -- t�AJt,�, �• �vb >7r�•, 15�g,"t,o�� 012 �c�tp4IA J3o6� � NA1L p, p8� J LOtJG l71A. 2e6e I O O 08D I \ ; u.6a M. / \\ /'� r F(t i M. BEDROOM ._ ' Fit j ! R� - I I SE7 VA j U1 iJ Z5AT4 I L1 b qtr E R16 I OO j A1� I 1 I` le I �l EL IW ' P -O" "IM �EATM CN GOVERL'O POfeG+-i 50 SF 'TH&LATMD WAD�'�L� MAMA ' I i 7 ---- II � I I 16'x6'Gib I � R.1 WCL �t NT 2 - , cam• W pV� L/1 N$ 1 sL� t �,��t3'�► � cj rn' � P�Z�t �5 • ° ; /'� r F(t i ._ ' Fit j ! VA j U1 iJ ; ill fieri L�l Ns G L1 b qtr E I OO j A1� I 1 I` le I �l EL I R -Al m 1. 499 sF GA)MCK 639 SF DEQfG 200 8F P -O" NORTH GOVERL'O POfeG+-i 50 SF WCL �t NT 2 - , cam• W pV� L/1 N$ 1 sL� t �,��t3'�► � cj rn' � P�Z�t �5 • CONTINUOUS RIM FULL HEIGHT BLOCIING OR BAND JOIST Jz CONTINUOUS ALONG LENGTH 3-f 6d @ 16" O.C. ALONG OF BRACED WALL PANEL PERPENDICULAR FRAMING F�Sd ` @ 6" O.C. ALONG BRACED WALL PANEL 316d AT EACH _ BRACED WALL PANEL 3-16d @ 16" O.C. ALONG BRACED WALL PANEL PERPENDICULAR FRAMING °.. EACH SIDE —CONTINUOUS RIM FULL HEIGHT BLOCKING OR BAND JOIST CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL WALL CONSTRUCTION 8d @ 6" O.C. ALONG BRACED WALL PANEL WALL PANEL 3-164 @ 16" O.C. ALONG BRACED WALL PANEL r SI: 1 inch = 25.4 mm. FIGURE BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING CONTINUOUS RIM OR EN D J OIST 8d @ 6" O.C_ ALONG BRACED WALL PANEL ADDITIONAL FRAMING MEMBER DIRECTLY ABOVE BRACED WALL PANEL Sd @ 6" O.C. ALONG BRACED WALL PANEL FULL HEIGHT BLOCKING @ 16" O.C. ALONG BRACED WALL PANEL TOE NAIL 3-8d NAILS AT EACH BLOCKING MEMBER BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 3-f 6d @ 16" O.C. ALONG 3 16d @ 16" O_C ALONG BRACED WALL PANEL BRACED WALL PANEL 316d AT EACH _ BLOCKING MEMBER 2-f 6d NAILS CON77N000S RIM °.. EACH SIDE OR END JOIST ADDITIONAL FRAMING MEMBER DIRECTLY BELOW FULL HEIGHT BRACED WALLPANEL BLOCKING @ 16" O.C. ALONG BRACED WALL For SI: I inch = 25.4 mm. FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING 2012 INTERNATIONAL RESIDENTIAL CODE® 185 Project: Location: ANDERSON HC -11: HEADER BEDROOM 1/ENTRY BEAM Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 7.25 IN x 5.0 FT #2 - Hem -Fir (North) - Dry Use Section Adequate By: 17.1% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.05 IN U1205 Dead Load 0.02 in Total Load 0.07 IN U838 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 1575 Ib 1575 Ib Dead Load 688 Ib 688 Ib Total Load 2263 Ib 2263 Ib Bearing Length 1.60 in 1.60 in BEAM DATA �e tgr Span Length 5 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Hem -Fir (North) Base Values Adausted Bending Stress: Fb = 1000 psi Fb' = 1296 psi Cd --1.00 C1=1.00 CF=1.30 Shear Stress: Fv = 145 psi Fv' = 145 psi Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc - -L = 405 psi Fc - -L= 405 psi Controlling Moment: 2828 ft4b 2.5 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1720 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 26.18 in3 30.66 in3 Area (Shear): 17.79 in2 25.38 1n2 Moment of Inertia (deflection): 33.22 in4 111.15 in4 Moment: 2828 ft -Ib 3312 -ft -lb Shear: -1720 lb 2453 lb page of StruCalc Version 8.0.100.0 6/11/2014 7:39:35 AM Uniform Live Load 630 pif Uniform Dead Load 270 pif Beam Self Weight 5 plf Total Uniform Load 905 Dlf Project: Location: ANDERSON HC -11: HEADER BEDROOM 2/LIVING ROOM/MA Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 5.5 IN x 4.0 FT #2 - Hem -Fir (North) - Dry Use Section Adequate By: 5.5% Controlling Factor: Moment DEFLECTIONS Cen er Live Load 0.05 IN U1027 Dead Load 0.02 in Total Load 0.07 IN U716 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 1260 Ib 1260 Ib Dead Load 548 Ib 548 Ib Total Load 1808 Ib 1808 Ib Bearing Length 1.28 in 1.28 in BEAM DATA Center Span Length 4 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 4 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Hem -Fir (North) page of StruCalc Version 8.0.100.0 6/11/2014 7:40:46 AM Uniform Live Load Base Values Adiusted Bending Stress: Fb = 1000 psi Fb' = 1297 psi 270 Cd=1.00 CI=1.00 CF=1.30 Shear Stress: Fv = 145 psi Fv' = 145 psi plf Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc - -I- = 405 psi Fc -1' = 405 psi Controlling Moment: 1808 ft -Ib 2.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1410 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 16.72 in3 17.65 in3 Area (Shear): 14.59 in2 19.25 in2 Moment of Inertia (deflection): 17.01 in4 48.53 in4 Moment: 1808 ft -Ib 1908 ft -Ib Shear: -1410 lb 1861 Ib page of StruCalc Version 8.0.100.0 6/11/2014 7:40:46 AM Uniform Live Load 630 plf Uniform Dead Load 270 plf Beam Self Weight 4 plf Total Uniform Load 904 plf Project: Location: ANDERSON HC -11: HEADER LIVING ROOM GLASS DOOR Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 3.5 INx9.0INx8.OFT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 29.7% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.15 IN U633 Dead Load 0.07 in Total Load 0.22 IN U440 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 2520 Ib 2520 Ib Dead Load 1107 Ib 1107 Ib Total Load 3627 Ib 3627 Ib Bearing Length 1.59 in 1.59 in BEAM DATA Center Span Length 8 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 8 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1.5 Camber Required 0.1 Notch Depth 0.00 MATERIAL PROPERTIES RecVd Re Provided 24F -V4 - Visually Graded Western Species 36.43 in3 47.25 in3 Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by. 212.63 in4 Fb_cmpr = 1850 psi Fb' = 2390 psi 9410 ft -Ib Cd=1.00 C1=1.00 2974 lb Shear Stress: Fv = 265 psi FV = 265 psi Cd=1.00 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc - -I- = 650 psi Fc - -L= 650 psi Controlling Moment: 7255 ft -Ib 4.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 2974 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: RecVd Re Provided Section Modulus: 36.43 in3 47.25 in3 Area (Shear): 16.84 in2 31.5 in2 Moment of Inertia (deflection): 120.94 in4 212.63 in4 Moment: 7255 ft -Ib 9410 ft -Ib Shear: 2974 lb 5565 lb page of StruCalc Version 8.0.100.0 6/11/2014 7:43:07 AM Uniform Live Load 630 plf Uniform Dead Load 270 plf Beam Self Weight 7 plf Total Uniform Load 907 pif Project: Location: ANDERSON HC-11: HEADER MASTER BATH Multi-Loaded Multi-Span Beam [2009 International Building Code(2005 NDS)] 3.5 INx3.5INx4.OFT #2 - Hem-Fir (North) - Dry Use Section Adequate By: 267.1% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.02 IN U2382 Dead Load 0.01 in Total Load 0.03 IN U1373 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 140 Ib 140 Ib Dead Load 96 Ib 110 Ib Total Load 236 Ib 250 Ib Bearing Length 0.17 in 0.18 in BEAM DAT Center Span Length 4 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom 4 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Hem-Fir (North) Base Values Adjusted Bending Stress: Fb = 1000 psi Fb' = 1498 psi Cd=1.00 C1=1.00 CF=1.50 Shear Stress: Fv = 145 psi Fv' = 145 psi Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E_min =- 580 ksi E_min' = 580 ksi Comp. -1- to Grain: Fc - -L = 405 psi Fc -1' = 405 psi Controlling Moment: 243 ft-Ib 2.04 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -213 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 1.95 in3 7.15 in3 Area (Shear): 2.21 int 12.25 in2 Moment of Inertia (deflection): 2.19 in4 12.51 in4 Moment: 243 ft-Ib 892 ft-Ib Shear: -213 lb 1184 lb page ,: of StruCalc Version 8.0.100.0 6/11/2014 7:44:44 AM Uniform Live Load 70 pif Uniform Dead Load 38 plf Beam Self Weight 2 plf Total Uniform Load 110 plf TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Left Live Load 0 plf Left Dead Load 0 plf Right Live Load 0 plf Right Dead Load 22 plf Load Start 0 ft Load End 4 ft Load Length 4 ft • Project: Location: ANDERSON HC -11: HEADER GARAGE DOOR Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 5.5 IN x 11.5 IN x 16.0 FT #2 - Hem -Fir (North) - Dry Use Section Adequate By: 14.9% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.13 IN U1427 Dead Load 0.22 in Total Load 0.35 IN U543 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 560 Ib 560 ib Dead Load 853 lb 853 lb Total Load 1413 Ib 1413 Ib Bearing Length 0.63 in 0.63 in BEAM DATA Cen er Span Length 16 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 16 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Hem -Fir (North) Base Values Ad usted Bending Stress: Fb = 675 psi Fb' = 674 psi Cd=1.00 C1=1.00 CF=1.00 Shear Stress: Fv = 135 psi Fv' = 135 psi Cd=1.00 Modulus of Elasticity: E = 1100 ksi E'= 1100 ksi Min. Mod. of Elasticity: E_min = 400 ksi E_min' = 400 ksi Comp. -L to Grain: Fc -1= 405 psi Fc - -I-' = 405 psi Controlling Moment: 5929 ft -Ib 8.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 1290 lb At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 105.55 in3 121.23 in3 Area (Shear): 14.34 int 63.25 int Moment of Inertia (deflection): 308.07 in4 697.07 in4 Moment: 5929 ft -Ib 6810 ft -Ib Shear 1290 lb 5693 Ib page C4riiCalr VPrcinn A_0.100.0 6/11/2014 7:46:30 AM • Project: Location: ANDERSON HCA 1: HEADER GARAGE DOOR Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 3.5 INx10.5INx16.OFT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 84.0% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.17 IN U1131 Dead Load 0.26 in Total Load 0.43 IN U442 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 560 Ib 560 Ib Dead Load 816 Ib 816 Ib Total Load 1376 Ib 1376 Ib Bearing Length 0.60 in 0.60 in BEAM DATA Center Span Length 16 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 16 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1.5 Camber Required 0.4 Notch Depth 0.00 MATERIAL PROPERTIES Read Provided 24F -V4 - Visually Graded Western Species 29.05 in3 64.31 in3 Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by: 337.64 in4 Fb_cmpr = 1850 psi Fb' = 2388 psi 12799 ft -Ib Cd=1.00 C1=1.00 -1257 lb Shear Stress: Fv = 265 psi Fv' = 265 psi 8 ft Cd=1.00 Load Length Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc - _- = 650 psi Fc - -L= 650 psi Controlling Moment: 5780 ft -Ib 8.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1257 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 29.05 in3 64.31 in3 Area (Shear): 7.11 in2 36.75 in2 Moment of Inertia (deflection): 183.51 in4 337.64 in4 Moment: 5780 ft -Ib 12799 ft -Ib Shear: -1257 lb 6493 lb page of StruCalc Version 8.0.100.0 6/11/2014 7:46:58 AM Uniform Live Load 70 plf Uniform Dead Load 68 plf Beam Self Weight 8 plf Total Uniform Load 146 plf TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Two Left Live Load 0 plf 0 plf Left Dead Load 0 plf 52 plf Right Live Load 0 plf 0 plf Right Dead Load 52 pif 0 plf Load Start 0 ft 8 ft Load End 8 ft 16 ft Load Length 8 ft 8 ft