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Home My WebLink About1328 Morning Court Address: 1328 Morning Court or-11-I li PREPARED 6/18/15, 10:30:02 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/18/15 ADDRESS . : 1328 MORNING CT SUBDIV: CONTRACTOR : PHONE OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0450-0000- APPL NUMBER: 14-00001110 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------J-----Y---------------- ---- ---- 1/05/15 AP Januar 5, 2015 10:17:37 AM jlierly. john 460-6902 January 5, 2015 3:58:10 PM jlierly. PL6 01 2/26/15 JLL PLUMBING WATER SUPPLY 2/26/15 AP February 26, 2015 12:16:24 PM pbarthol. Kurt 775-5450 February 26, 2015 4:19:58 PM jlierly. PL99 01 6/18/15 PLUMBING FINAL June 18, 2015 10:32:28 AM jlierly. ------------------------- ------------ COMMENTS AND NOTES PREPARED 6/18/15, 10:30:02 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/18/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1328 MORNING CT SUBDIV: CONTRACTOR : PHONE OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0450-0000- APPL NUMBER: 14-00001110 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ' ------------------------------------------------------------------------------------------------ BL1 01 10/08/14 JLL BLDG FOUNDATION FOOTING 10/09/14 AP October 8, 2014 9:04:18 AM pbarthol. Adam 460-7079 October 9, 2014 8:06:24 AM jlierly. BL2 01 10/14/14 PB BLDG FOUNDATION STEM WALL 10/14/14 AP October 14, 2014 9:24:09 AM pbarthol. Wilson 670-8062 October 14, 2014 4:52:05 PM pbarthol. BFF O1 11/19/14 JLL BLDG FLOOR FRAMING 11/19/14 AP November 19, 2014 9:04:04 AM pbarthol. lopez const. 460-7029 November 19, 2014 4:46:35 PM jlierly. BL9 01 12/09/14 JLL BLDG SHEARWALL 12/09/14 AP December 8, 2014 9:14:46 AM pbarthol. Kurt 775-5450 December 9, 2014 10:18:07 AM jlierly. BAIR O1 2/25/15 JLL BLDG AIR SEAL 2/25/15 AP February 25, 2015 8:40:22 AM pbarthol. Kurt 775-5450 February 25, 2015 4:35:51 PM jlierly. BL3 01 2/25/15 JLL BLDG FRAMING 2/25/15 AP February 25, 2015 8:40:06 AM pbarthol. Kurt 775-5450 February 25, 2015 4:35:51 PM jlierly. BLI O1 2/27/15 JLL BLDG INSULATION 2/27/15 AP February 27, 2015 8:55:48 AM pbarthol. Kurt 775-5450 February 27, 2015 4:20:44 PM jlierly. BL99 01 6/18/15 BLDG FINAL June 18, 2015 10:31:12 AM jlierly. curt 775-5450 PW99 01 6/18/15 RV PUBLIC WORKS FINAL XXXXXXXXXX XXXXXXXX June 18, 2015 8:20:27 AM rvess_ ------------------------------------------------------------------------------------------------ PERMIT: MB 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETEDaLT RESULTS/COMMENTS -------------- ---------------------------------------------------------------------- ME99 01 6/18/15 MECHANICAL FINAL June 18, 2015 10:31:35 AM jlierly. PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 1/05/15 JLL PLUMBING ROUGH-IN ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 10/08/14, 10:05:07 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 10/08/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1328 MORNING CT SUBDIV: CONTRACTOR : PHONE OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0450-0000- APPL NUMBER: 14-00001110 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------------------- ------ BL1 01 10/08/14 JL BLDG FOUNDATION FOOTING October 8, 2014 9:04:18 AM pbarthol. - Adam 460-7079 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES a DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 1 Application Number . . . . . 14-00001110 Date 10/03/14 Application pin number . . . 688620 Property Address . . . . . 1328 MORNING CT ASSESSOR PARCEL NUMBER: .06-30-14-6-7-0450-0000- 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 . . . . 159820 (Location Code 0502) ------------------------------------------------------------------ Application desc new SFR -------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GREEN CROW PROPERTIES INC OWNER PO BOX 2439 PORT ANGELES WA 983620312 ---------------------------------------------------------------------------- Permit . . . . BUILDING PERMIT RESIDENTIAL Additional desc . . NEW SFR Permit Fee . . . . 1356.25 Plan Check Fee 881.56 r1 Issue Date . . . . 10/03/14 Valuation . . . . 159820 Expiration Date 4/01/15. Qty Unit Charge Per Extension BASE FEE 1020.25 60.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 336.00 ---------------------------------------7------------------------------------ Permit . . . . . . MECHANICAL PERMIT i Additional desc SFR MECHANICAL Permit Fee . . . . 189.10 Plan Check Fee .00 Issue Date . . . . 10/03/14 Valuation 0 Expiration Date . . 4/01/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 4.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 29.00 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 SFR PLUMBING Permit Fee . . . . 170.00 Plan Check Fee .00 Issue Date . . . . 10/03/14 Valuation . . . . 0 Expiration Date 4/01/15 Qty Unit Charge Per Extension \� 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 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. �0 3 /� � ��L✓hev �� 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 DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001110 Date 10/03/14 Application pin number 688620 REPORT SALES TAX Qty Unit Charge Per Extension 1.00 15.0000 EA PL-SEWER LINE 15.00 on your state excise tax form 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Pod Angeles ------------------------------------------ Special Notes and Comments (Location Code 0502) September 19, 2014 3:13:46 PM tamiot. ELECTRICAL PERMIT WILL BE REQUIRED. ELECTRICAL SERVICE SHALL BE UNDERGROUND TO THE EXISTING PEDESTAL IN THE SOUTHWEST CORNER. 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. September 17, 2014 4:25:33 PM sroberds. The proposal will result in a new sfr in the RS-9 for a total lot cov of 21$ and site cov of 30%. 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. G. 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 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00001110 Date 10/03/14 Application pin number . . . .688620 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments finishes(including colors or dyes)are not allowed in the on your state excise tax form City road right of way. Broom finish only. An inspection by to the City of Port Angeles Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 (Location Code 0502) ---------------------------------------------------------------------------- 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 1715.35 1715.35 .00 .00 Plan Check Total 881.56 881.56 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7891.41 7891.41 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local 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 Permh 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 V�+OF PO��FN CITY OF PORT ANGELES ��® • PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001110 Date 10/03/14 Application pin number . . . 688620 Property Address . . . . . . 1328 MORNING CT ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0450-0000- 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 . . . . 159820 (Location Code 0502) ---------------------------------------------------------------------------- Application desc new SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GREEN CROW PROPERTIES INC OWNER PO BOX 2439 PORT ANGELES WA 983620312 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 10/03/14 Valuation . . . . 0 Expiration Date 4/01/15 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 5/8" DROP IN WATER METER , Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 10/03/14 Valuation . . . . 159820 Expiration Date 4/01/15 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 10/03/14 Valuation . . . . 159820 Expiration Date . . 4/01/15 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments September 19, 2014 3:13:46 PM tamiot. ELECTRICAL PERMIT WILL BE REQUIRED. ELECTRICAL SERVICE SHALL BE UNDERGROUND TO THE EXISTING PEDESTAL IN THE SOUTHWEST CORNER. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be 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. � 491311 Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit 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 IN A 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 OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4'17- BUILDING 4815 T:Forms/Building Division/Public Works Permit PORT CITY OF PORT ANGELES ® PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001110 Date 10/03/14 Application pin number . . . 688620 ------------- ----------------------------------- REPORT SALES TAX Special Notes and Comments our state excise tax form of contrasting color from the background. ony September 17, 2014 4:25:33 PM sroberds. to the City of Pod Angeles The proposal will result in a new sfr in the RS-9 for a (Location Code 0502) total lot cov of 21W and site cov of 30W. 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 . . . . . . . . . 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 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit 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 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 OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 41714807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 4174750 PLANNING DEPT. BUILDING Q47- BUILDING 4815 T:Forms/Building Division/Public Works Permit oF,°aRaTq"" CITY OF PORT ANGELES Ste® PUBLIC WORKS &UTILITIES w 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 14-00001110 Date 10/03/14 Application pin number . . . 688620 ----------------- - ----- ---------- ---------- ---------- REPORT SALES TAX Permit Fee Total 750.00 750.00 .00 .00 on our state excise tax form Plan Check Total .00 .00 00 .00 y Other Fee Total 5294.50 5294.50 .00 .00 to the City of Port Angeles Grand Total 6044.50 6044.50 .00 .00 (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 Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit 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 417-4807 PW/ENGINEERING FIRE 417.4653 FIRE DEPT. PLANNING DEPT. 417.4750 PLANNING DEPT. BUILDING 447- BUILDING 4815 T:Forms/Building Division/Public Works Permit a � PORT NGELES For City Use CITY OF 1V Permit# 1 11 1 , ► WASH I N G T o N. U . S. Date Receive Q ► 321 E 51h Street Date Approv 6d Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits(&cityofpa.us BUILDING PERMIT APPLICATION Project Address: 1328 Morning Court, Port Angeles, 98362 Phone: (36o) 417-3669 Primary Contact: Bruce Emery Email: bruce@greencrow.com Name Phone(36o)417-3669 Green Crow properties,Inc. Property Mailing Address Email bruce@greencrow.com Owner P.O.Box 2439 City State WA Zip 98362 Port Angeles Name Phone (same) Green Crow Construction LLC Contractor Address Email (same) (same) Information city State Zip Contractor License#GREENCC933CZ Exp.Date: 3/7/2015 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Lot 45, Riedell II, Phase 3 RS9 o63014-670450 $159,82o Residential X 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 X Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes El No X Yes ❑ No X 2 2 Project Description Construction of a single-family residence. Is project in a Flood Zone: Yes ❑ No x 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 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. og/16/14 Bruce Emery �V F Date Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement N/A First Floor i,66o 141,100 Second Floor N/A Covered Deck/Porch/Entry 26o 3,120 Deck(over 30"or 2nd floor) N/A Garage 540 15,600 Carport N/A Other(describe) N/A Area Totals 2,46o 159,820 Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Covera a Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage_lot size) 11,674 2,46o 21 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage=lot size) 3,415 29 Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler: Size: # Haz/Non-Haz Piping: Outlets: Appliance Exhaust Fan: # Heater(Suspended,Floor,Recessed wall): # 2 5 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: # 4 Furnace/ eat P Size: # Ventilation System: # Forced Air UnN•Dctlss I Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps #9 Fuel gas piping #of Outlets: Water Heater #1 Medical gas piping #of Outlets: Water Line #1 Plumbing Vent piping # 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 `\�OFPORTgVCFlFr St®rfrVwwater Green Wrastructure [debate Program 20014 •� Rain Garden and Residential Downspout Disconnection Rebate Application h'ORI DEPPR Name: When it rains,runoff flows from our roofs,yards and driveways,carrying oil,fertilizers, pesticides,and other pollutants into our environment. The City of Port Angeles wants to assure that does not happen. The Stormwater Green Infrastructure Rebate Program's aim is to reduce the amount of pollutants that enter the environment. Rain Gardens The City of Port Angeles is providing financial assistance to residents and businesses building rain gardens at their home or place of business. Approved applicants may receive a rebate of up to$750 for the purchase of materials,such as plants,compost,sand, mulch and rock. Residential Downspout Disconnections The City of Port Angeles is providing financial assistance to residents disconnecting downspouts from the Combined Sewer or Stormwater System. Approved applicants may receive a rebate of$25 per downspout draining to the Combined Sewer,$150 maximum,or $12.50 per downspout draining to the Stormwater System,$75 maximum. The stormwater from disconnected downspouts must be directed to onsite controls such as a drywell,rain garden, rain barrels,dispersion,or other approved method. Program Guidelines: • Rain gardens and downspout disconnections must be located inside City limits. • Applicants must be approved prior to commencement of construction. • Rain Garden Rebate and Residential Downspout Disconnection Rebates may be combined, but limit one rebate of each type per household or business. • A minimum of 400 square feet of impervious surface area,such as roofs,driveways,or patios must drain to proposed rain garden to be eligible. Applications will be accepted from January 1,2014,through November 30,2014,or until available funding is depleted,whichever comes sooner. All work must be completed and Rebate Form submitted by December 10,2014. Applicants will be notified regarding the status of approval or denial of their applications within three weeks of their application submittal. Applicants denied rebates may revise and resubmit their applications for reconsideration if they adequately address all prior comments. Suggested rain garden design details may be found on the City website: http://www.cityofpa.us/stormwater.htm For more information contact the City of Port Angeles at 360-417-4830 or to schedule a free site assessment contact Master Gardeners at 360-565-2679 t Stormwa$er Green Wfrastlructu re Rebate AppUcant Wormaition (required information) Name: Site Location Address: Contact(Please check the best method to contact you) o Mailing Address: o Phone Number and best time to call: o Email: Applying for: ❑ Rain Garden Rebate ❑ Downspout Disconnection Rebate Project Details: What are your project goals? Please attach the following items to your application for Rain Garden Rebate: • Photos of the area BEFORE installation e Green Rebate Worksheet(for free site assessment contact: Master Gardeners at 360-565-2679) • Infiltration Test Checklist • Sketch of the design and planting layout Please attach the following items to your application for Downspout Disconnection Rebate: • Photos of the area BEFORE installation • Green Rebate Worksheet • Sketch of where the downspouts currently drain • Sketch of the design for onsite stormwater controls • Number of downspouts to disconnect: ➢ Following construction,submit rebate form with original receipts no later than December 10,2014 in order for the rebate to be processed. ➢ Call(360)417-4830 to schedule a FINAL inspection. Rebates will not be disbursed without a final inspection. [12/3/2013] Page 2/7 Certification By submitting this application I certify that I am the legal property owner as shown in the deed or I have obtained permission from the property owner to change the landscaping. I agree to perform routine maintenance on the rain garden or other stormwater controls,and keep the installed system in good working order for a minimum of two years. 1 grant the City permission to conduct site inspections of my stormwater system at times that are mutually acceptable to me and the City. I acknowledge that the City of Port Angeles provides examples of rain gardens and stormwater control designs. I understand that the City did not design,install,or oversee the installation or design of my rain garden or stormwater control installed on my property. I am solely responsible for the design, installation,and functioning of the rain garden or stormwater control installed on my property. The City is not responsbilie for any loss,injury,flooding,or other damage that may occur or result from the rain garden or storm water control installed on my property or the downspout(s)disconnected on my property. By accepting the rebate, I hereby waive and release the City from any claim,cause of action, or liability from any loss,injury,flooding,or other damage whatsoever arising or resulting from the design,installation,and function of the rain garden or stormwater control installed on my property. As a condition of this application and receiving City funds, I give the City permission to release the location of my rain garden,and I agree that my rain garden may be photographed by the City for documentation and promotion purposes. X Signature Date Send complete applications by one of the following methods: Mail to: City of Port Angeles Email:stormwater@cityofpa.us c/o Stormwater Rebate Program 321 E Fifth Street—P.O. Box 1150 Port Angeles,WA 98362 For City Use: Date Received: Approval: Page 3/7 Green Rebate Worksheet - Feasibility Date Referred by Property Owner: Address: Public Sewer: Private drainfield: Type of onsite sewage system: Tax Parcel Number Watershed (if known) DESIGN CONSIDERATIONS-LOCATION Ideal rain garden or infiltration sites are fairly flat,downhill from runoff source,and well drained. See pages 6-7 of the Rain Garden Handbook. ❑ Green infrastructure site> 10 ft downslope or>50 ft upslope of drainfield ❑ Check for buried utilities at site(call 811 to have utilities located) ❑ Slope<15%(rise of slope/length of slope) ❑ Site>10 ft from buildings ❑ Site downhill of runoff source ❑ Groundwater>1ft below bottom of green infrastructure ❑ Soil drainage>0.25 in/hr(see Infiltration Test Checklist) Percolation Tests: Hole One Trial 1 Trial 2 Trial 3 Hole Two Trial 1 Trial 2 Trial 3 ❑ Safe overflow path (where will water drain to if it overflows rain garden?) DESIGN CONSIDERATIONS—DRAINAGE,SIZE AND OUTFLOW ❑ Measure how much area is draining to the Rain Garden or other stormwater control(pg 10 of the Handbook) square feet of roof area and square feet of yard or driveway will drain to the rain garden for a total are of square feet ❑ Measure how much area is available for the rain garden(pg 11 of the Handbook): square feet 0 Options for inflow to garden(e.g.buried pipe,swale,overland flow) ❑ Options for outflow from garden(e.g.storm drain,disperse to open landscape) CONCLUSION—Is site suitable for green stormwater infrastructure? [12/3/2013] Page 4/7 Green Rebate Worksheet— Design Budget Design Costs: Who will design the rain garden? ❑ Self ❑ Consultant $ Labor Costs: Who will install the rain garden? ❑ Self ❑ Contractor $ Material Costs: Materials(Plants,soil) Quantity Source (ie Nursery) Area Required (sq-ft) Cost Total Estimated Green Infrastructure Cost: $ Number of disconnected downspouts: Disconnected from Sanitary Sewer at$25 each Number: $ Disconnected from Stormwater System at$12.50 each Number: $ What is the estimated rebate amount requested? $ (Maximum rain garden materials rebate is$750.) (Maximum disconnection rebate is$150.) [12/3/2013] Page 5/7 Perform an Infiltration Test Checklist As port of your Green Rebate Worksheet—Feasibility How water flows through soil plays a significant role in how large to build a rain garden. A glacial till or clay subsoil can act as a seal underneath the topsoil. If there is enough rain, the topsoil will become saturated and there will be no place for the water to go regardless of the characteristics of the topsoil. To properly size your rain garden or other stormwater control, perform the following infiltration test: Test: 1) Dig a hole 24 inches deep and at least 10 inches M`Y „� . across. Add a stake with a ruler attached to it e . , . 4 c tQ , 2) Fill with a hose to a depth of 12 inches, and let drain completely. 5 � r s 3) Repeat fill to 12-inch depth and drain a second time. This may take overnight. ' . 4) On the third fill to 12-inch depth: - Measure the water height every hour. Note your results in the table included in this form. - Continue until the rate of fall stabilizes. (Same amount of fall for 2-3 hours) Use that as the infiltration rate. (inches/hour) If you find any of the following conditions during your test • You hit hard pan • Your test hole does not drain at least .25"per hour; OR • Your test hole fills with water Do not attempt to install a rain garden or other infiltration system! [12/3/2013] Page 6/7 Results Table (Fill this out during your thirdll� Percolation Infiltration Rate Test Hole# Elapsed Water depth (Multiple test Time measurement (depth of fall in Notes/Comments holes are (hours) (in inches) inches/time in hours) recommended) 1 Zero -12 inches Initial fill You must sign the statement below and return this document with your application. I certify that I have followed the procedures outlined in this document to determine my rain garden or stormwater control sizing. I have chosen to size my rain garden or stormwater control in accordance with these results. I understand that rain gardens are sized for moderate rain events and that regardless of infiltration ability of my soil that my rain garden must have a clear and safe overflow. Test performed by: • Homeowner Print Name Signature Date • Contractor Print Name Signature Date [12/3/20131 Page 7/7 U f5 �� I 6 _N IN (7 lz�7PLIPte-,��f,..� '---..... fl. "--•-�.._ O M ,__ TS �y r ---Porter-St-.••...�._""1 i'Av b V g l� m N10rn9 Ct, V .r P ss .i +�:^e i � �'k tw ,#mow" ey m x +sr :se 3 � •'•^.' � `r x w;t, � �' ' t r� t .g��®�.._,..,,..•- ;_ � -�.� � : i q y � v �_C � rol y �?y� t' .�3rzk '.'a,_x ` `�� R. 'x F A` r'� � 1�. :•^"...�.+•--.._,:. # � � ,� � .i J .rh � o,�c.» �, �{°� Y��. � � �� •, �•C „fir,,,` �� s i -a w . r N 1 r- J o r r + . Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT MOILNUTI0\ ANIE:Green Crow ADDRESS:Lot 45\Ioming Court;Port Angeles,iVA,9S362 W_ALL DIRECTION:Side To Si feo tjT SEIS\IIC DESIGN CATEGORY:D2 I B ASIC',A'IND SPEED:100 ntph NVIND EXPOSURE CATEGORY:C STONE OR\LASO\TY VENT XR-No Wail Line 1-1 Wall Line 2-1 Wall Line&1 lava Braced-Wall-Line Location 1st of I-stotti 1st of I-story 1st of 1-story Ease to Ridge Height loft 10 ft 10 ft Braced-Watt-Lime Spacing 15.50 ft 23.75 ft 29.00 ft . Braced-Walt-Lime Length 48 ft 48 ft 48 ft Wall H-At 9 ft 9 ft 9 ft Bracing Method, WSP WSP GB GB Double OB Construction Type \?'a N1A sided 4"O.0 Fastening Gypsum Wall Board on inside Yes Yes NIA Horizontal Joints Blocked Yes Yes Yes Holdcwn Device Used No No No lt`allDeadLoad >8psf&=15 >8psf&=15 >8psf&=15 psf psf psf Roof Ceiling Dead Load =15 psf =15 psf =15 psf U a Tabulated Wind Bracing Amount 4.625 ft 5.75 ft 11.65 ft Exposure Height Factor 1.2 12 1.2 Em-e-to-Ridge Height Factor I 1 1 Wind Wall Height Factor 0.95 0.95 0.95 "umber of B%N L Factor 1.3 1.3 13 Holdown Factor I 1 1 Blocked Joint Factor I 1 1 Oypsum on Inside Factor 1 1 1 Mind GB Construction Factor 1 1 0.7 Required Wind Bracing Amount 6.35 ft 8.52 ft 12.09 ft Tabulated Seismie Bracing Amount 12 ft 12 ft 19.2 ft Seismic Wall Height Factor I 1 1 BWL Spacing Factor 1 1 1.16 Blocked Joint Factor 1 I I Gypsum on Inside Factor 1 1 1 Seismic OB Construction Factor 1 1 I Wall Dead Load Factor 1 1 I Roof Dead Load Factor 1 1 I VeneerFactor i I 1 Required Seismic Bracing Amotmt 12 ft 12 ft 22.1_1 ft vn+nv.strongtie.com/webapps/bracedWall This is page 1 of 2 r Simpson Strong-Tie i; L—rth of mall Baan FAgrir*d 12 ft 12 It ...:'8 NOTES 1. This wad-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 woad 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 shad 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 wad panels shad not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wad-fine spacing is the greater of the distance between two adjacent braced-wad lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Tf all ShearwallA Presciptive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-mad panels.Simpson Strong-Ties'Wood and Steel Strong-Wad"'shearwads may be considered equivalent to the code braced-wad panel construction method WSP with gypsum board applied on the inside. 8. Braced-wad-line spacing shad not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.13.However,the spacing between two adjacent braced wan lines shad 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-wad panels shad be blocked in accordance with Section R602.10.10. 10. Braced-wan hues shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied- WARNINGS atisfiedWARNINGS 1_ For buildings in SDC D0,DI,and D2 the user must ensure braced wan line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wan bracing provisions of the IRC may not be used in areas where wind design is required is 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 fine for Townhomes in Seismic Design Category C and an structures in Seismic Design Category D0,Dl,or D2 in accordance with Section R602.10.4.1 item=3. www_strongtie.com/webappslbracedWall This is page 2 of 2 1 r �f Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT L\TOR�LATIO\ \A-NI::Green Crow ADDRESS:Lot 45\Iotnine Count Port Angeles-SVA,95362 \VALL DIRECTION:Side To Side SEISMIC DESIG\CATEGORY:D2 BASIC WIND SPEED:100 mph R'LM'D Ek-pOSURE CATEGORY:C STO\E OR MLA.SO\'RY SE\\EER\o Wall Line 3' Wall Line- Braced-Wall-LineLocation1st of 1-stow 1st of i-stm, Ease to Ridge Height loft 10 ft Braced-Wall-Line Spacing 13.00 ft 13.OD ft Braced-Wall-Lime Length 26 ft 26 ft Watt Height 9 ft 9 ft Bracing Method GB S4 SP GB Double - GB Construction Type sided 4"O.0 NtA Fastening Gypsum Wall Board on Inside NA Yes Horizontal Joints Blacked Yes Yes Holdouts Dm ice Used No No Wap Dead Load >Spsfk=l5 >3psf&=15 psf psf Roof Ceiling Dead Load =15 psf =15 psf � p Tabulated'Wind Bracing Amount 7.7 ft 4.5 ft Exposure Height Factor 1.2 1.2 Ease-to-Ridge Height Factor 1 1 wind Spall Height Factor 0.95 0.95 Number ofBWL Factor i 1 HOUMM Factor 1 1 Blocked Joint Factor 1 i Gypsum on Inside Factor 1 I R"and GB Construction Factor 0.7 1 Required Wind Bracing Amount 6.14 ft 5.13 ft Tabulated Seismic Bracing Amount 10.4 ft 65 ft Seismic Wall Height Factor 1 1 BVI.Spaciag Factor I 1 Blocked Joint Factor I i Gypsum on Inside Factor 1 1 Seismic GB Construction Factor 1 1 Wall Dead Load Factor 1 1 Roof Dead Load Factor I 1 Veneer Factor 1 1 Required Saismic Braciag Amount 10.4 ft 6.5 ft m"v.strongtie.com/webapps/bracedWall This is page 1 of 2 1 t Simpson Strong-Tie I � Length of wall Braaag Rewired 10.4 R 6.5 R 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. atisfied5. 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 mwage of the distance as selected by the designer. 7. Refer to the Strong TT"all SheanvaAss-a Presciptive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie"WV od and Steel Strong-Wall shearwalis 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 prcnisions in Table R602.10.13 are satisfied 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the pro-,isions of Section R602.10.2.3 are satisfied WAFLN1 GS 1. For buildings in SDC D0,DI,and D2 the user must ensure braced wall lime spacing greater than 25 feet satisfies the requirements of Table R602.10.13. 2. The wall bracing proNisions of the IRC may not be used in areas where wind design is required in accordance ccith Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Dillerent 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 43- vAvw-stro.ngtie.com/webapps/bracedWall This is page 2 of 2 r Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT L\FOR\LaTIO\ NAME:Green Crow ADDRESS:Lot \Iorninz Court Port Angeles,NVA,95362 R ALL DIRECTION:Front to Back SETS\IIC DESIGN CATEGORY:D2 BASIC IMI)SPEED:100 ntph Ri\D EXPOSURE CATEGORY:C STONE OR\L-1SONRY X'EIREER:No WallLine 1-1 Wall Line B-1 Wall Line C-1 laum Braced-Wall-Line Location 1st of 1-story 1st of 1-story 1st of 1-story Eave to Ridge Height 10 ft 10 ft loft Braced-Wall-Line Spacing 17.00 ft '-2.00 ft 27.00 ft Braced-Nall-Lime Length 48 ft 49 ft 48 ft Wall Height 9 ft 9 ft 9 ft Braeiag\Method RBP GB RSP GB Double GB Construction Type NrA sided 4"O.0 NIA Fastening Oyp ims Nall Board on Inside Yes MA Yes Horizontal Joints Blocked Yes Yes Yes Holdovrn Device used No No No 1Pa11DradLoad >8psf& 15 >8psfQ=15 >9psf&=15 psf psf psf RoofCeding Dead Load =15 psf =15 psf =15 psf c I I Tabulated Wind BracingAmount mount 4.25 ft 9.2 ft 6.4 ft Exposure Height Factor 1.2 1.2 1.2 Eave-to-Ridge Height Factor 1 1 1 Wind Wall Height Factor 0.95 0.95 0.95 Number of BNL Factor 1.3 1.3 1.3 Hotdoav Factor i I I Blocked Joint Factor 1 1 1 Gypsum on Inside Factor 1 1 1 Wind GB Construction Factor 1 0.7 1 Required Wind Bracing Amount 6.3 ft 9.54 ft 9.48 ft Tabulated Seismic Bracing Amount 12 ft 19.2 ft 12 ft Seismic Nall Height Factor 1 1 1 BNL Spacing Factor 1 1 1.08 Blocked Joint Factor I I 1 Gypsum on Inside Factor 1 1 I Seismic GB Construction Factor I 1 1 Wall Dead Load Factor i I 1 Roof Dead Load Factor 1 1 1 Veneer Factor 1 1 I Required Seismic Bracing Amount 12 ft 191 ft 12.96 ft w%vtiv.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie Length of W311 Baring Required 12 ft 19.2 3 12.96 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 R3thin 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,Di,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 R602.103(1)based on wild speed,and Table R602.103(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 linesBraced-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. atisfied5. 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 fines or the average of the distance as selected by the designer. 7. Refer to the Sarong-Ball Shearwallr(—&Presciptive Design 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-Wadi 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 R602.10.13.However,the spacing between twro adjacent braced wall fines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.13 are satisfied 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10_ 10. Braced-wall lines shad have a mininium of two braced wall panels unless the provisions of Section R602.10.23 are satisfied. n:aIL�Z\G5 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 woad bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R3 01.2(4)A equals or exceeds 110 miles per hour. 3. Dfferent intermittent bracing methods are not permitted to be mixed witbia a braced wad fine for Towvhomes 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 1=3. www.strongtie.com/webapps/bracedWall This is page 2 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT L\TORNUTI0\ 'N.AME:Green Crow ADDRESS:Lot 45 Morning Court.Port Angeles,WA,9336-1 WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:D2 BASIC[VLND SPEED:100 mph NXT0 EXPOSURE CATEGORY:C STONE OR MASONRY 1MNITR-No Wall Line " Van Una. Braced-Wall-LineLocation 1st of 1-story 1st of 1-story Eav-e to Ridge Height 10 ft loft Braced-Wall-Line Spacing 26.00 ft 26.00 ft Brace&Wall•Line Length 14 ft 14 ft Rall Haight 9 ft 9 ft Bracing Method WSP WSP GB Construction Type Nf k Ala Gypsum Wall Board on Inside Yes Yes Horizontal Joints Blocked Yes Yes Hotdown Device Used No No AL°all Dead Load >9 psf&=li >9 psf&=13 psf psf Roof Ckliu Dead Load =15 psf =15 psf Tabulated Rand Bracing Amount 62 It 6.2 ft Exposure Height Factor 1.2 12 Ease-to-Ridge Height Factor 1 R and Wall Height Factor 0.95 0.95 Number of BWL Factor I 1 HotdD n Factor 1 1 Blocked Joint Factor I 1 Gypsum on Inside Factor - 1 1 Mind GB Construction Factor 1 1 Required R and Bracing Amount 7.07 ft 7.07 ft Tabulated Seismic Btacme Amount 3.5 ft 3.3 ft Seismic Wall Height Factor 1 1 BVL Spacing Factor 1.04 1.04 Stocked Joint Factor 1 1 Gypsum on Inside Factor 1 1 Seismic GB Construction Factor i i Wall Dead Load Factor 1 i Roof Dead Load Factor 1 1 Veneer Factor I 1 Required Seismic Bracing Amount 3.64 ft 3.64 ft �� II vrww.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie u=s 1--eqwed J.Ui i.UJ. NOTES 1. This wall-bracing evehhation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits Nxihin 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-waft fines-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 fines or the average of the distance as selected by the designer. 7. Refer to the Strong-Tf'all Sheanuallre Presciptive Design 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-Wall2'shearwatls 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 fed on center in order to accomodate one single room when the pro%isions 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 lines shall have a minimum of tuvo braced wall panels unless the provisions of Section R602.10.2.3 are satisfied WARNL\GS 1. For buildings in SDC D0,DI,and D2 the user must ensure braced wall fine spacing greater than 25 fed 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 R301.2(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 lime for Towvhomes 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#3- w%vw-strongtie.com/webapps/bracedWall This is page 2 of 2 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Green Crow Drafting Solutions Lot 45 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-Value' U-Factor" 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•' 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. 02.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 Credit(s) 1a Efficient Building Envelope 1a 0.5 lb Efficient Building Envelope lb 1.0 - 1c .01c Efficient Building Envelope 1 c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5El 2b Air Leakage Control and Efficient Ventilation 2b 1.0 E 2c. Air Leakage Control and Efficient Ventilation 2c 1.5 F] 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 � 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 1.0 4 High Efficiency HVAC Distribution System 1.0 El 5a Efficient Water Heating 0.5 0 0.5 5b Efficient Water Heating 1.5 E] 6 Renewable Electric Energy 0.5 *1200 kWh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%2ORes`/`2OEnergy.pd Table R402.1.1 Footnotes For SI: 1 foot.=304.8 mm,ci .=continuous insulation, int .=intermediate framing. a R-values are minimums. LI-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 LI-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. 1110/15/21.+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 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 R30 'Reserved. 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. ' 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 LI-factors shall be obtained from measurement, calculation or an approved source or as spe W Version: 3.1 Designed on: August 23,2014 WP Beams/JoistsDesign ASD Method How to Order Pro Developed by: Forum nQ.: Enter Data Print version Setupr. Beam or Girder f Joist or Rafter Member# Garage Door Hdr Member at r Roof Location : Main Floor Repetitive Use? No Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes **Dimension Lurnbei Grade= No-2 Moisture Content <19% >19% Span(L)= 18 ft - 9 in Temperature(°F) <100 100-125 125-150 Tributary Width(B)= 3 ft - 0 in ' Unsupported Length(lu)= 1 ft - 0 in set Duration Factors Cantilever i Set Deflection Limits LF :ith Point Load(s) Reset Loads to Zero ith Sloped Load(s)— �: ................. L (pressed-down buttons are selected) wsf LOADING Load Type ,47 Max.Span = 21 ft 0 in ' Dead Load Uniform w(psf)= 17 R1 R2 - - - 1181 Ib 1181 Ib - - - - - - - - - - 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) 41 1063 207 5434 20% IF CD=1.15 - - - - - - - Max fb(psi)&M(Ib-ft) 900 5537 1136 6991 79% Total Load Max.Defl.(in) -0.53 U427 L/180 1.25 42% Live Load Max.Defl.(in) -0.31 L1717 L/240 0.94 33% Adjustment Factors 15M for Fb for Fv for E low Wet Service CM= 1.00 1.00 1.00 Temperature Ct= 1.00 1.00 1.00 -, Beam Stability CL= 1.00 N/A N/A -1500 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 6000 Buckling Stiffness CT= N/A N/A 1.06 4000 (C T for Emin only) Design Values in psi 20000 l I IIIIIII��I�III�I�IIII I��I�I�I�I� I Fb Fv E Emin Reference 900 180 1600000 580000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in a� depth(d)= 11.25 in Area(A)= 39.4 in12 Section Modulus(Sx)= 73.8 in13 Moment of Inertial(Ix)= 415.3 in14 Total Load Deflection(in) Wn-P Versio Designed on: August 23,2014 Beams/Joists1 4F9 ' ASD Method How to Order Pro Developed by: Forum Engineers Enter Data Print version .—. ............................................................................. ._..........._.—:_:....... Setup f: Beam or Girder r Joist or Rafter Member# Front Porch Bm Member at FloorIF Roof Location : Main Floor Repetitive Use? NO Nominal Size : ( 1 ) 4 x 8 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes `*Dimension Lurnbe: Grade= No.2 Moisture Content: <1s�° >19i° Span(L) 8 ft 0 in Temperature F): 100 100-125 125^150 Tributary Width(B)= 6 ft - 0 in —_ Unsupported Length(lu)= 1 ft - 0 in set Duration Factors r with Cantilever Set Deflection Limits r with Point Load(s) Reset Loads to Zero r with Sloped Load(s) L (pressed-down buttons are selected) W s LOADING Load Type Max.Span = loft 5 in Dead Load Uniform w(psf)= 17 R1 R2 1008 Ib 1008 Ib 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) 51 856 207 3502 24% CD=1.15 Max fb(psi)&M(Ib-ft) 789 2016 1344 3433 59% Total Load Max.Defl.(in) -0.13 L/735 L/180 0.53 24% Live Load Max.Defl.(in) -0.08 01235 L/240 0.40 19% Adjustment Factors 7540 for Fb for Fv for E 1000 Wet Service CM= 1.00 1.00 1.00 Temperature Ct= 1.00 1.00 1.00 sao _1000 Beam Stability CL= 1.00 N/A N/A -1500 Size CF= 1.30 N/A N/A Shear Force,V(Ib) Flat Use Cf,= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 3000 Buckling Stiffness CT= N/A N/A 1.06 2000 - (C T for Emin only) Design Values in psi 1000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1344 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in depth(d)= 7.25 in Area(A)= 25.4 in^2 Section Modulus(Sx)= 30.7 in13 Moment of Inertial(Ix)= 111.1 in14 Total Load Deflection(in) W Version: 3.1 Designed on: August 23,2014 WPBeams/Joists Analysis and Design ,, , , ASD Method How to Order Pro Developed by: Forum_Enginee_rs enter Data Print version Setup {: Beam or Girder f Joist or Rafter Member# Rear Porch Bm Member at Floor Roof Location : Main Floor Repetitive Use? 14,:, Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes Dimension Lumbe_ Grade= No.2 Moisture Content: <19% >19% Span(L)= 11 ft 3 in Temperature(°F): X100 100-125 125-150 Tributary Width(B)= 9 ft - 0 in Unsupported Length(lu)= 1 ft 0 in € Set Duration Factors Lr with Cantilever Set Deflection Limits r with Point Load(s) Reset Loads to Zero r with Sloped Load(s) : (pressed-down buttons are selected) W sf LOADING Load Type Max. Span = 12 ft 1 in Dead Load Uniform w(psf)= 17 R1 R2 21261b 21271b Stress and/or Deflection Check ► OK A c t u a I Allowable Ratio Snow Load Uniform w(psf) 25 Max fv(psi)&V(lb) 68 1772 207 5434 33% CD= 1.15 Max fb(psi)&M(Ib-ft) 972 5980 1136 6991 86% Total Load Max.Defl.(in) -0.21 U658 L/180 0.75 27% Live Load Max.Defl.(in) -0.12 U1106 L/240 0.56 22% Adjustment Factors 3000 for Fb for Fv for E 1000 Wet Service CM= 1.00 1.00 1.00 U Temperature Ct= 1.00 1.00 1.00 Beam Stability CL= 1.00 N/A N/A 41 -3= 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 900 180 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 in12 Section Modulus(Sx)= 73.8 in^3 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) W Version: :3.i Designed on: August 23,2014 Wf� Beams/Joistsand Design ASD Method How to Order Pro Developed by: Forum_Engtnee Enter Data Print Vernon ...................... ..— ............................................. Setup to Beam or Girder ('Joist or Rafter 1` Member# Typical HdrMember at Floor r Roof Location : Main Floor Repetitive Use? No Yes Nominal Size : (2) 2 x 12 Incised for PT? No Yes Species = Douglas Fir-Larch Flat Use: No Yes "Dimension Lumbe_. Grade= No.2 aMoisture Content: <1s% >19% Span(L)= 6 ft - 0 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 22 ft - 0 in Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors �r with Cantilever Set Deflection Limits with Point Load(s) Reset Loads to Zero r with Sloped Loads) L (pressed-down buttons are selected) I 111111111111 w sf LOADING Load Type Max. Span = 6 ft 10 in / Dead Load Uniform w(psf)= 17 R1 R2 - - 2772 Ib 2773 Ib Stress and/or Deflection Check OK A c t u a / Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 85 1906 207 4658 41% V CD=1.15 Max fb(psi)&M(Ib-ft) 788 4158 1033 5445 76% Total Load Max.Defl.(in) -0.05 U1522 L/180 0.40 12% Live Load Max.Defl.(in) -0.03 U2557 1-12`" 0.30 9% Adjustment Factors 4000 for Fbfor Fv for E 3000 2000 Wet Service CM= 1.00 1.00 1.00 ,ate Temperature Ct= 1.00 1.00 1.00 -1000 200D Beam Stability CL= 1.00 N/A N/A 3000. -4000' Size CF= 1.00 N/A N/A Shear Force,V(lb) Flat Use Cs,= 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 - (CT for Emin only) Design Values in psi 2000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1033 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3 in depth(d)= 11.25 in Area(A)= 33.8 in12 a� Section Modulus(Sx)= 63.3 in13 Moment of Inertial(Ix)= 356.0 in^4 Total Load Deflection(in) Version: 3.1 Designed on: August 23,2014 UWPBeams/JoistsDesign . ASD Method How to Order Pro Developed by: Forum Engineers Enter Data Print version Setup �: Beam or Girder r Joist or Rafter Member# Floor Beam Member at Floor Root Location : Main Floor Repetitive Use?' No Yes Nominal Size : ( 1 ) 4 x 10 Incised for PT? No Yes Species= Douglas Fir-Larch Fiat Use: No Yes *`Dimension Lunnuet Grade= No.2 Moisture Content <19°i >19i° Span(L)= 7 ft - 0 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 14 ft - 0 in Unsupported Length(lu)= 1 ft - 0 in set Duration Factors with Cantilever Set Deflection Limitsr with Point Load(s) Reset Loads to Zero r with Sloped Load(s) ................................................................................: L (pressed-down buttons are selected) W AN LOADING Load Type Max. Span = 7 ft - 1 in Dead Load, Uniform w(psf)= 10 R1 R2 24501b 2451 Ib Stress and/or Deflection Check ► OK A c t u a / Allowable Ratio Floor Live Uniform w(psf)= 40 Max fv(psi)&V(Ib) 89 1910 180 3885 49% CD=1.00 Max fb(psi)&M(Ib-ft) 1031 4288 1078 4485 96% Total Load Max.Defl.(in) -0.10 L/820 L/24 0.35 29% Live Load Max.Defl.(in) -0.08 U1026 L/360 0.23 35% Adjustment Factors 3000 for Fb for Fv for E Wet Service CM= 1.00 1.00 1.00 Temperature Ct= 1.00 1.00 1.00 _� Beam Stability CL= 1.00 N/A N/A Size CF= 1.20 N/A N/A Shear Force,V(lb) Flat Use Cf„= 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 T for Emin only) Design Values in psi 2000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1078 180 1600000 580000 Bending Moment,M(lb-ft) Section Properties breadth(b)= 3.5 in A� depth(d)= 9.25 in ^ Area(A)= 32.4 in12 Section Modulus(Sx)= 49.9 in^3 Moment of Inert al(Ix)= 230.8 in^4 Total Load Deflection(in) In .......... ............. t P�7 JW r. 170, i4e. �I �/Ikl 19:83�a o14 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT MOILAA IO\ _AME:Green Crow _ADDRESS:Lot 45Morning Court?ortanaeles,R A,98362 t[:ALL DIRECTION:Side To Si l SEISMIC DESIGN C.A GORY:D2 BaSiC(WIND SPEED:100 mph NVIND EXPOSURE C.A.TEGORY:C STONE OR\LkSONRYt NEER:No Wall'Line 1-1 Nall Lice 2-1 W&H Line 3-1 Braced-Watt-Line Location 1st of I-story 1st of I-story 1st of 1-stoty Eave to Ridge Height loft 10 ft loft Braced-Wall-Line Spacing 18.56 ft 23.75 8 29.00 ft Braced WaR-Line Lanath 38 ft 48 ft 48 ft Wall 11.-0t 9 ft 9 ft 9 ft BratzgMethod W.SP WSP GB GB Double GB Construction Type X'_A, v_Al sided 4"O.0 Fastening Gypsum Wall Board on Insids Yes Yes Nhk Horizontal Joints Blocked Yes Yes Yes Holdo"Device Used No No No Wall Dead Load >8psf&=15 >8psf&-15 >8psf&=13 Psf psf Psf Roof-Ceiling Dead Load =15 psf =15 psf =15 Psf Tabulated Wind&acus amount 4.625 ft 5.75 ft 11.65 ft Exposure Height Factor 1.2 L2 i? Eave-to-Ridge He#t Factor I 1 I Wind Wall height Factor 0.95 0.95 0.95 Number of BA L Factor 1.3 13 13 Holdown Factor 1 1 i Staled Joint Factor 1 1 I Gypsum on Inside Factor i I I Wind GB Constnt wn Factor 1 1 0.7 Rutted Wind Bracing:Amount 6.85 ft 8.57.ft 12.09 ft Tabulated Seismic Bracing Amouar 12 ft 12 ft 19.2 ft Seismic Watt height Factor I I I BWL Spacma Factor 1 1 1.16 Stocked Joint Factor 1 1 1 Gypsum on inside Factor I 1 1 Seismic as Construction Factor I I i Wali Dead Load Factor I I 1 Roof Dead Load Factor I I I Venter Factor 1 - i Required Seismic Bracing amount 12 ft i2 ft 2222.2i ft vrvwstrongtie com.webappsibracedWall This is page 1 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PR03ECT r�FOR.\IAMN \A-ME:Green Crow _ADDRESS:Lot IS\Inning Court.Port Angeles.WA.93362 NVALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:D2 BASIC NAT;D SPEED:100 mph WEND, .110-OSL'RE CATEGORY:C STOLE.OR NLASONRY%E4EER No Wall Linc 'I Wall Line ` Brace&Wall-LineLoation let of 1-story ist of 1-story Ease to Ridge Height 10 ft 10 R Braced-wall-Line Sparing 18.00 ft 18.00 ft Braced-Wall-Lute Length 26 ft 26 ft Wall Height 9 ft 9 ft Bra«ngNiethod OB WSP GB Double GB Construction Type sided 4"0 YA Fastening Gypsum wall Board on Inside N::4 Yes Horizontal Joints Blocked Yes Yes Holdown Device used No No Wall Dead Load >8 psf&=15 >3 psf&=15 psf psf RoofCeiliag Dead Load =15 psf =15 psf Tabulated Wmd Bracing Amm w 7.7 ft 4.5 ft Exposure Height Factor 12 1.2 Fate-to-Ridge Height Factor 1 1 Wend wall Height Factor 0.95 0.95 Number of BWL Factor 1 I Holdown Factor 1 I Blocked Joint Factor 1 1 Gypsum an inside Factor 1 I Wend GB Construction Factor 0.7 i Rewired Wend Bracing Amount 6.14 ft 5.13 ft Tabulated Seismic Bracing amount 10.4 ft 6.5 ft Seismic wall?Ieight Factor I i BRW1 Spacing Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor 1 1 Seismic GB Construction Facto 1 I Wall Dead Load Factor I 1 Roof Dead Load Facto I 1 Veneer Factor 1 1 Required Seismic Bracing amount 10.4 ft 6.5 ft vrvw strongtie.comt%vebappsibracedWait This is page 1 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT LNFORNUTION V ANIS:Green Crow ADDRESS:Lot 4'%fomine Court,Port Angeles,WA,95362 WALL DIRECTION:From to Back SEIS\1:C DESIGN CATEGORY:D2 BASIC't%1ND SPEED:100 mph WEND Ek-0SIL RE CATEGORY:C STON!ORNUSONRY VENM:No Wan U116.4-1 Wali Lint B-1 WaH'Line C-1 Braced-Wall-LineLocamm Ism of 1-story lsc of 1-stow 1st of i-story Ease to Ridge Height loft 10 ft 10 ft Braced-WaI14-me Spacing 17.00 ft 22.00 ft 27.00 ft Braced•Walt Line Length 48R 48 ft 42 ft Wall Height 9 ft .9,ft 9 8 Bracing Method R'SP GB WISP OB Double GB Construction Type MA sided 4"O.0 NFA Fastening Gypsum Wall Board on Inside Fn Nia Yd Horizontal Joints Blocked Yes Yes Yes Holdoccn Device used No No N0 R'altDeadLoad >8psf Sc=IS >9psf&=15 >9psf&=15 psf PSI psf RoofC&Img Dead Load =15 psf =15 psf =15 psf Tabulated Wind Bracing amount 4.25 ft 9_2 ft 6.4 ft Exposure Height Factor 1.2 1.2 1.2 Ease-to-Ridge Height Factor 1 1 1 Wind Wall Height Factor 0.95 095 0.95 Number of BAIL Factor 1.3 13 1.3 Holdown Factor 1 1 1 Blocked Joint Factor 1 1 Gypsum an Inside Factor ] 1 1 .Z'md GB Construction Factor i 0.7 1 Requireda tnd Bracing Amount 6.3 ft 9.54 ft 9.48 ft Tabulated Seismic Bracing amount, 12 ft 19.2 ft 12 ft Seismic Wall Heiaht Factor i I 1 BWL Spacing Factor 1 1 1.08 Bloc W- Joint Factor 1 i i Gypsum on inside Factor I I 1 Seismic GB Construction Factor '. I Walt Dead Load Factor Roof Dead Load Factor Veneer Factor 1 1 I Required Seismic Bracing Amount 12 ft I9.2 ft 12.96 ft w%"v strongtse.comiwe.bapps;bracedVVall This is page 1 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT rvFORNIATION A\#E:Green Crow ADDRESS:Lot 415 Morning Court.Port Angeles,W-1,95363 I ALL DIRECTION:Front to Back W404-9— S iSNLC DESIGN CATEGORY::)_! BASIC',MD SPEED:100 mph NVENM E-%-OS',-'RE CATEGORY:C STONE OR JLASONRY\T—NEER:No { Wall Line Nall Lint C' ` Brace&Wall-Lice Location Ise of i-story 1st of 1-story Save to Ridge Height loft loft Stated Watt-Line Sparing 26.00 ft 26.00 ft Braced-Wall-Line Length 14 ft 14 ft Wail Height 9 ft 9 ft Bracing Method WSP WSP GB Construction Type NU N.A Gypsum Wall Board on Inside Yes Yes Horizontal Joints Blocked Yes Yes Hottimm Devise Used NO �Io >8psf&=I5 >8psf&=I5 Wall Dead Lead psf psf Roof Ceiling Dead Load =15 psf =15 psi Tabulated Wind Bracing Amount ff 2 ft 6.2 ft Fxpasu a Height Factor 1_2 1.2 Eave-to-Ridge Height Factor 1 1 Mind Wall Height Factor D.95 0.95 Number of BWL Factor 1 1 Hoidown Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor 1 I Mind GB Construction Factor 1 1 Required Wind Bracing Amount 7.07 ft 7.07 ft Tabulated Seismic Bracing Amount 3.5 ft 3.3 ft Seismic Wall Height Factor i 1 BWL Spacing Factor 1.04 1.04 Blocked Joint Factor 1 1 Gypsum on Inside Factor I 1 Seismic GB Construction Factor i 1 Wali Dead Load Factor 1 I Roof Dead Load Factor i 1 veneer aactor 1 1 Retptired Seismic Bracing Amount 3.64 ft 3.64 ft - www.strongtie comiwebappsibracedWall This is page 1 of 2 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact information Green Crow Drafting Solutions Lot 45 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-Factor' Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9,k,' 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Walilk 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. F/�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 Credit(s) la Efficient Building Envelope 1a 0.5 El lb Efficient Building Envelope 1 b 1.0 F-1 1c Efficient Building Envelope 1c 2.0 1:1 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 El 3b High Efficiency HVAC 3b 1.0 F1 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 1.0 4 High Efficiency HVAC Distribution System 1.0 F-1 5a Efficient Water Heating 0.5 0 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%2ORes%20Energy.pdf TD 1 t How to V Order Pro Enter Data Print Version .........._ . --._._._........................... Setup C: Beam or Girder C'Joist or Rafter — — --� Member# Garage Door Hdr Memberat Floor Roof Location : Main Floor Repetitive Use? 'y es 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% X19% Span(L)= 18 ft - 9 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 3 ft 0 in Unsupported Length(lu)= 1 ft 0 in sec Duration Factors j r with Cantilever Set Deflection Limits with Point Load(s) [ Reset Loads to Zero I r with Sloped Load(s) is W s LOADING Load Type MMMM Max. Span = ft c Dead Load T Uniformw(psf)_ 17 R1 R2 81 ib 1181 Ib -- Stress and/or Deflection Check OK A c t u a I Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 41 1063 207 5434 20% 15 Max fb(psi)&M(Ib-ft) 900 5537 1136 6991 79% Total Load Max.Defl.(in) -0.53 U427 1.25 42% Live Load Max.Defl.(in) -0.31 L/717 0.94 33% Adjustment Factors 1500- for Fb for Fv for E low 500 Wet Service CM= 1.00 1.00 1.00 Temperature Ct= 1.00 1.00 1.00 so0 -1000 Beam Stability CL= 1.00 N/A N/A -1500 Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Cfu= 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 ; (CT for Emin only) Design Values in psi 2000 - Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in a� depth(d)= 11.25 in Area(A)= 39.4 in12 a� Section Modulus(Sx)= 73.8 in13 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) B_eams/Joists Analysis and Design W7� .. How to Al!k Order Pro .Enter Data Print Version ..... .......... SetupJr- Beam or Girder C Joist or Rafter Member# Front Porch Bm Member at Floor Roof Location : Main Floor Repetitive Use? 'Jo Yes Nominal Size : ( 1 ) 4 x 8 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use No Yes Grade= No.2 Moisture Content: Span(L)= 8 ft 0 in Temperature(°F) 100 100-125 125-150 Tributary Width(B)= 6 ft - 0 in Unsupported Length(lu)= 1 ft 0 in Set Duration Factors r with Cantilever Set Deflection Limitsr with Point Load(s) i Reset Loads to Zero j r with Sloped Load(s) W s LOADING Load Type Max.Span = '? n Dead Load Uniform w(psf) 17 R1 R2 10081b 10081b 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) 51 856 207 3502 24% � Max fb(psi)&M(Ib-ft) 789 2016 1344 3433 59% Total Load Max.Defl.(in) -0.13 0735 0.53 24% Live Load Max.Defl.(in) -0.08 01235 0.40 19% Adjustment Factors for Fb for Fv for E 500 Wet Service CM= 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 '100, _1000 Beam Stability CL= 1.00 N/A N/A -1500' Size CF= 1.30 N/A N/A Shear Force,V(lb) Flat Use Ctu= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 3000 Buckling Stiffness CT= N/A N/A 1.06 2000 - (C T for Emin only) { j Design Values in psi 1000 i Fb Fv E Emin 0 Reference 130 1600000 580000 Adjusted 1344 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in depth(d)= 7.25 in Area(A)= 25.4 in12 Section Modulus(Sx)= 30.7 in13 Moment of Inertial (Ix)= 111.1 in^4 Total Load Deflection(in) W wry Design � .. How to Order Pro rein; Ed y Forum EnEnter Data Print Version —..._...................................................................................._.._ _...... Setup Beam or Girder r Joist or Rafter�€ Member# Rear Porch Bm Member at Floor Pont Location : Main Floor Repetitive Use? Nominal Size : ( 1 ) 4 x 12 Incised for PT? No reg Species= Douglas Fir-Larch Flat use: No Yes Grade= No.2 Moisture Content: <1s% >19v° Span(L)= 11 ft - 3 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 9 ft - 0 in _ Unsupported Length(lu)= 1 ft - 0 in set Duration Factorsl_r with Cantilever Set Deflection Limits r with point Load(s) Reset Loads to zero 1 r with Sloped Load(s) L W s LOADING Load Type Max.Span = 12 ft in Dead Load Uniform w(psf)= 17 R1 R2 - 21261b 2127 lb - - - - Stress and/or Deflection Check - OK A c t u a l Allowable Ratio Snowoad Uniform w s 25 Max N(psi)&V(lb) 68 1772 207 5434 33% Max fb(psi)&M(Ib-ft) 972 5980 1136 6991 86% Total Load Max.Defl.(in) -0.21 U658 0.75 27% Live Load Max.Defl.(in) -0.12 01106 0.56 22% Adjustment Factors 3000 for Fb for Fv for E 2000 Wet Service CM= 1.00 1.00 1.00 1000 0 Temperature Ct= 1.00 1.00 1.00 -1000, -moo Beam Stability CL= 1.00 N/A N/A 300°' 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 (CT for Emin only) 4000 Design Values in psi 2000 ' Fb Fit E Emin 0 Reference 900 i8c 1600000 590000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in j depth(d)= 11.25 in a � Area(A)= 39.4 in^2 Section Modulus OSx)= 73.8 in13 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) Mr, ',-Beams/Joists Analysis and Design wwpa.orq How to Order Pro �p ia!on�d D; Forum Engineers Data Print Version Setup r: Beam or Girder Joist or Rafter�i --- li Member# Floor Beam Member at oor Roof Location : Main Floor Repetitive Use?� No yes 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)= 7 ft 0 in Temperature(°F): a100 100-125 125-150 Tributary Width(B)= 14 ft - 0 in Unsupported Length(lu) Set Duration Factors r with Cantilever = 1 ft 0 in _ Set Deflection Limits with Point Load(s) Reset Loads to Zero r with Sloped Load(s) —.. [ L W s _LOADING Load Type Max. Span = , ft 1 11 Dead Load', Uniform w(psf)= 10 — R1 R2 2450 Ib 2451 Ib Stress and/or Deflection Check - OK A c t u a / Allowable Ratio Floor Live Uniform w(psf)= 40 Max fv(psi)&V(lb) 89 1910 180 3885 49% Max fb(psi)&M(Ib-ft) 1031 4288 1078 4485 96% Total Load Max.Defl.(in) -0.10 L/820 0.35 29% Live Load Max.Defl.(in) -0.08 U1026 0.23 35% Adjustment Factors for Fb for Fv for E oW Wet Service CM= 1.00 1.00 1.00 -,000 a Temperature Ct= 1.00 1.00 1.00 -2: Beam Stability CL= 1.00 N/A N/A -3° Size CF= 1.20 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 6000 Buckling Stiffness CT= N/A N/A 1.06 4000 (C T for Emin only) Design Values in psi 2000Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1078 180 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in depth(d)= 9.25 in Area(A)= 32.4 in^2 Section Modulus(Sx)= 49.9 in^3 Moment of Inertial(Ix)= 230.8 in14 Total Load Deflection(in) ............ 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