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Home My WebLink About1410 Morning Court Address: 1410 Morning Court ( � I ) /V1 t, rv\�'Tv C/ _ C '0- PREPARED 4/15/15, 10:33:44 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/15/15 ADDRESS . : 1410 MORNING CT SUBDIV: CONTRACTOR : PHONE OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0420-0000- APPL NUMBER: 14-00001109 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 9:04:45 AM pbarthol. Adam 460-7079 October 9, 2014 9:34:49 AM jlierly. BL2 01 10/14/14 PB BLDG FOUNDATION STEM WALL 10/14/14 AP October 14, 2014 12:16:18 PM pbarthol. October 14, 2014 12:16:26 PM pbarthol. BFF O1 10/21/14 JLL BLDG FLOOR FRAMING 10/21/14 AP October 21, 2014 9:55:08 AM jlierly. October 21, 2014 3:59:29 PM jlierly. BL9 01 11/04/14 JLL BLDG SHEARWALL 11/04/14 AP November 4, 2014 9:32:46 AM jlierly. November 4, 2014 4:17:11 PM jlierly. BAIR O1 12/01/14 JLL BLDG AIR SEAL 12/02/14 AP December 1, 2014 10:34:46 AM pbarthol. Chris 775-5450 December 2, 2014 8:06:24 AM jlierly. BL3 01 12/01/14 JLL BLDG FRAMING 12/02/14 AP December 1, 2014 10:34:19 AM pbarthol. Chris 775-5450 December 2, 2014 8:06:24 AM jlierly. BLI O1 12/03/14 JLL BLDG INSULATION 12/03/14 AP December 3, 2014 8:52:39 AM pbarthol. Kurt 775-5450 December 3, 2014 3:28:57 PM jlierly. BLDR O1 12/17/14 JLL BLDG DRYWALL IBWP 12/17/14 AP December 17, 2014 9:17:47 AM jlierly. curt 775-5450 December 17, 2014 3:00:40 PM jlierly. BL99 01 4/15/15 BLDG FINAL April 15, 2015 10:30:16 AM jlierly. curt 775-5450 ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 4/15/15 3L MECHANICAL FINAL ' ��``�� April 15, 2015 10:33:43 AM jlierly. -------------------- '�- ----------------------- PERMIT: PL 00 PLUMBINGa TT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------ -------- ----- PL2 01 11/13/14 JLL PLUMBING ROUGH-IN 11/14/14 AP November 13, 2014 12:04:15 PM ,pbarthol. ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 4/15/15, 10:33:44 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/15/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1410 MORNING CT SUBDIV: CONTRACTOR : PHONE OWNER : GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0420-0000- APPL NUMBER: 14-00001109 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------------------------------------- John 460-6902 November 14, 2014 4:21:58 PM jlierly. PL6 01 12/05/14 JLL PLUMBING WATER SUPPLY 12/05/14 AP December 5, 2014 8:52:31 AM pbarthol. Kurt 775-5450 December 5, 2014 4:04:15 PM jlierly. PL99 01 4/15/15 ZLL PLUMBING FINAL April 15, 2015 10:33:57 AM jlierly. ------------------------- - ---------- 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 . . . . . 14-00001109 Date 10/03/14 Q Application pin number . . . 566378 Property Address . . . . . . .1410 MORNING CT ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0420-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . on your`State excise tax forum Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 163196 (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 . . . . 1378.65 Plan Check Fee 896.12 ^ Issue Date . . . . 10/03/14 Valuation . . . . 163196 a Expiration Date 4/01/15 �y Qty Unit Charge Per Extension BASE FEE 1020.25 64.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 358.40 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT 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. (^ Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) Tforms/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 8 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 09f 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00001109 Date 10/03/14 Application pin number 566378 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 Port Angeles --------------------------------------------------------------- Special Notes and Comments (Location Code 0502) September 19, 2014 3:11:12 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 4:28:32 PM sroberds. The proposal will result in a new sfr in the RS-9 for total lot cov of 23W and site cov of 28%. 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 to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or 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 Rou h-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 (IQ7 DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION te 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 14-00001109 Date 10/03/14 Application pin number . . . 566378 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on our state excise tax form dyes)are not allowed in the City road right of way. Broom }� finish only. An inspection by Public Works Engineering is to the City of Port Angeles 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 1737.75 1737.75 .00 .00 Plan Check Total 896.12 896.12 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7928.31 7928.37 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Fumace/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 ,'1L® PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001109 Date 10/03/14 Application pin number . . . 566378 Property Address . . . . . . 1410 MORNING CT ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0420-0000- 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 . . . . 163196 (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 . . . . 163196 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 . . . . 163196 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 3:11:12 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. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Fortns/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 COVE, 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 OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 447- BUILDING 4815 T:Forms/Building Division/Public Works Permit ,ORT ""° CITY OF PORT ANGELES ti+��`��w �� PUBLIC WORKS &UTILITIES ` 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001109 Date 10/03/14 Application pin number . . . 566378 ---------------- ----------------------------- REPORT SALES TAX Special Notes and Comments our state excise tax form of contrasting color from the background. 011 y September 17, 2014 4:28:32 PM sroberds. to the City of Port Angeles The proposal will result in a new sfr in the RS-9 for total (Location Code 0502) lot cov of 23t and site cov of 28%. 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 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. IT IS UNLAWFUL TO COVE, 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 I NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417_ BUILDING 4815 T:Forms/Building Division/Public Works Permit °FP°RTS° CITY OF PORT ANGELES + PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00001109 Date 10/03/14 Application pin number . . . 566378 ----------------- ---------- ---------- ---------- ---------- REPORT SALES TAX Permit Fee Total 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 on your state excise tax form 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 Coiik, 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 4174807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 4174750 PLANNING DEPT. BUILDING 417- BUILDING 4815 T:Forms/Building Division/Public Works Permit THEV T �` GET Cc For City Use TY OF .Lv l7 �� i ;{ Permit# / W A S H I N G T O N , U . S. I Date Received: `'r 321 E 5th Street Date Approved Port Angeles,WA 9836 ' P:360-417-4817 F:360-417-4711 Email:permits0cityofoa.us BUILDING PERMIT APP ICATION Project Address: i*o Morning Court, Port Angeles, 98362 Phone: (36o) 4117-3669 Primary Contact: Bruce Emery Email: biruce@greencrow.com Name Phone(36o)41.7-3669 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 42, Riedell II, Phase 3 RS9 o63014-670420 $163,196 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 Date Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement N/A First Floor 1,7.12 14.5,520 Second Floor N/A Covered Deck/Porch/Entry 78 936 Deck(over 30"or 2nd floor) N/A Garage 558 16,74o Carport N/A Other(describe) N/A Area Totals 2,348 163,196 Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage (sq ft) %Lot Coverage(Total lot coverage-lot size) 1OP341 2,s48 2 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) 2,898 28 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/ as Stove/Gas Cook Stove/Misc. Fuel Gas Piping: #of Outlets: Ventilation Fan,single duct: # 4 Furnace eat Pu Size: # Ventilation System: # Forced Air nt : ctlss 1 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 # n 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 / 'a I PROVIDE TW( I BETWEEN UN1 / r MASONRY, OI / IJ / r / �I � I I r HOUSE GARAGE i r r \ / +GONG F'ORGw � - A9�+Au DRIVEWA7 / Ilk� / � � Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information IVIO ItCR- cure i fCve 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 R-Valuea 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 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 rea. Additions to existing building that are less than 750 square feet of heated floor area. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. F]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 1 a 0.5 lb Efficient Building Envelope 1 b 1.0 El 1c Efficient Building Envelope 1c 2.0 El 2a Air Leakage Control and Efficient Ventilation 2a 0.5 1:1 2b Air Leakage Control and Efficient Ventilation 2b 1.0 E] 2c Air Leakage Control and Efficient Ventilation 2c 1.5 F1 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 5a Efficient Water Heating 0.5 Q 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%2OEnergy.pdf PORTgNCF`�3 Stormwater Green Wrasttructure Rebate Program 2024 ® Rain Garden and Residential Downspout Disconnection a■�� Rebate Application °oC 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.citvofpa.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 Stormwater Green Wrastlructurre Rebate Appflcant Wormation (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: F 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: o Photos of the area BEFORE installation • Green Rebate Worksheet(for free site assessment contact: Master Gardeners at 360-565-2679) o 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. I 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. 1 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: age 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 sss 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 ii of the Handbook): square feet ❑ 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 T 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 t Perform an Infiltration Test Checklist As port of your Green Rebate Worksheet-Feu.,- How euvHow 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 across. Add a stake with a ruler attached to it. 2) Fill with a hose to a depth of 12 inches, and let drain completely. - axe •-, 3) Repeat fill to 12-inch depth and drain a second time. "` '" r a , 4ii This may take overnight. * _ y4 1 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 e r Results Table (Fill this out during your third t rll) Percolation Infiltration Rate Test Hole# Elapsed Water depth (depth of fall in (Multiple test Time measurement Notes/Comments holes are (hours) (in inches) inches/time in hours) recommended) 1 Zero 12 inches Initial fill 1 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 [12/3/2013] Page 7/7 ag z - 1 r • ' -��' � Porter Pa St V w Q'j c ""Ort7it7g C, y+M a � a a o a N cn w a rn f ' i. N -. S.`"'""„"—^ ::, ��._i w ,cii �,� :, � #��'�Y'rL•.-f'�y-..�y�.�r � ,A - } - h 4y, Vie? '•'�" .�� '{ .fvW .� ��F r"•�. y _- _ c a � •. n f a� cn r � w a w-. a � P , aM �r• � .�� .: 't'„� � w n N . t ' ! _ BRACED PAWL ALTERNATE BRACED WALL Q RB SHEAR WALL PANELS ® 8F8 ALTERNATE BRACED PANELS AO'MN anlo�nme A :9/3rT er'TTaIGTTwAL FIBERBOARD eHEATHTNG oC ,M;,5,TRJCMRAL ni uFIBERBOARD"AnWew PaeiEr ERe n'eEAtHNG-I n•LONGxon•Dw i -- Pf$TEtEiRB 19/!1.BW+ITHNG-13/4•LQYs X On'DIA LONGO%O�DIA NAIL EDGES AT 3'CN C NrTe' AND RELD AT 6•CN �` µplL Ep�E9 C�C�7� ... CENTER FOR BOTH TRIG TM CENTER FOR 9NEAT9G TTPE6 IELD AT b'CN GB Q M BEDRXM ® GB e1EAR WALL PANELS S.r... 4e•MN i O / DUN 6 yAp��I BOAFO IUEETNG WO. k`"4 �•. M BATH . - MUM* OM GAGE 1 3/e'LONG IW64'HEAD,�DpOpWLp1DIA�I�ETER, x �� ___ o••o Ts• I Q - I V4• �A61 NEADOR G1M BOARD IL,ODB6'bN'IE7ER I&9'LGNG. tl8 1611 LKTL7 MI J II — – ---.._... 1W HEAD, / Q I .- - - DMW10R LOCATM V3'GLAVANIZEp ROLFNG NAIL eTAFLE GALVANIZED, I I' ab B II V3'LRYaIV4 eC]EYI9,TTPEWORa EER EO9RAt 14 b�FEAT�PIGRTI FE9 MD AT V ON T I CLOW II I KITCHEN I II A� 1 �I' '�7o-�'r W'TW S l rn p o,l•./ L-ST/a D g O BaT�I 36" -----------1-a 6DO 1.» 6DO . LIVMG Tae g BEDRXM cl LAINM O rAAcC.RO 3=04 q �--� W DEN _ rATIIC, 01Q - L�J SS I ' I Y10 ]ORO I _. ... •• a _�__- 1 it I i I I I i I I I I w.raTo _. I FLOOR PLAN NORTH C RE1—_— R GREEN CROW LOT 42 BRACE WALLS Option One — SFB Brace Panels Minimum length per table R602.10.3(1) Braced wall line spacing: 30'-0" Methods — SFB: 8'-6" Wind adjustment factor: 1.5 Table R602.10.3(2) Minimum length = 8'-6" X 1.5 = 12'-9" Option Two —GB Brace Panels Minimum length per table R602.10.3(1) Braced wall line spacing: 30'-0" Methods— SFB: 14'-6" Wind adjustment factor: 1.5 Table R602.10.3(2) Minimum length = 14'-6" X 1.5 = 21'-9" Note: R602.10.2.3 Minimum number of braced wall panels: < 16'-0" wall line requires one (1) 48" panel. > 16'-0" wall line requires two (2) 48" panels. Maximum spacing between panels in a wall line is 30'-0". �iext }' ;Zs vtl Residence Wall 'A': SFB Alternate Braced Panels - Providing total length of 5'-8" of alternate braced panels. Wall 'B': GB Brace Panels — Minimum 21'-9" length required. 30'-0" maximum spacing — Providing total length of 22'-6" of brace panels. Wall 'C': GB Brace Panels — Minimum 12'-9" length required. 30'-0" maximum spacing — Providing total length of 22'-0" of brace panels. Wall 'D': SFB Brace Panels — Minimum 12'-9" length required. 30'-0" maximum spacing — Providing total length of 13'-0" of brace panels. Wall `1': SFB Brace Panels — Minimum 12'-9" length required. 30'-0" maximum spacing — Providing total length of 16'-0" of brace panels. Wall '2': GB Brace Panels — Minimum 21'-9" length required. 30'-0" maximum spacing — Providing total length of 22'-0" of brace panels. II Wall '3': SFB Brace Panels — Minimum 12'-9" length required. 30'-0" maximum spacing — Providing total length of 15'-6" of brace panels. BRACED PANEL ALTERNATE BRACED WALL SF5$HEAR WAIL PANELS SFS ALTERNATE BRACED PANELS 1 L WK 00 "2 IHl 48 MM 1/2 WI; 25/32"STRIGTURAL FIBERBOARD SHEATHING i In"OR 15/32"STRICTURAL FIBERBOARD SHEATHING I WITH 51UD&A7 Y Y S4 STUDS AT Ib"O.G. FASTENERS 25/31"SHEATHING-13/4"LONG X DI DIA IR"SHEATHING•11/211 LONG k 0.11"DIA- FA IA ¢tet. FA 25/32"SHEATHING-13/4'LONG X 0.12"DIA. IR SHEATHING-I I?2 LONG X 0.12 DIA I ON� An$14f �' w NAIL EDGES AT 3 ON CEENNTER AND FIELD AT 6 ON CENTER ORS BOAT TH$HEATINWGRT�S FIELD AT 6"ON f CENTER FOR BOTH SNEATINCs TYPES (� M.BEDROOM GB SHEAR WALL PANELS 48"MM. O \ I/1"THICK GYPSUM BOARD SHEETING 1 z j WITH STUDS AT 16"O.G. O M.BATH !\ I FASTENERS I INTERIOR LOC 3GRER3OCLIOONNgG 1�9/6�4"HEAD:�`opAp9L8"DtAI'IETER, G r--- o o pl I I /AB6�'DI 6METEU 15/S"LOs Ib/64"HEE D I I I� - GYPSUM BOARD NAIL,OD86"DIAMETER,15/S"LONG, ; Gap 7L68 ABMT ABV -J 9/32 HEAD. , t 1 EXTERIOR'LOCATION$ I I/2"GLAVANIZEP ROOFING NAIL;STAPLE GALVANIZED, 11/1^LONG,1 V411 SCREW,TYPE W OR$, / NAIL EDGES AT 1"ON CENTER AND FIELD AT 1"ON 03ET KITCHEN . CENTER FOR BOTH SHEATING TYPESIL I CLII 11 0 7--p p a L ST'S D v BATH 1 i 8DO wD 20" s ° LIvING j " Zee,or I t , .w Ito R $ BEDROOMFE� _ rc>1 ENTRY ,aQgp s DEN I IP + 2060 sa 117 7 ; -D068 — J GARAGE 1 I L� 11 - 1VORtF•1— � '�j' J . y Project: Paye Charles D.Smith Location:GARAGE DOOR / Multi-Loaded Multi-Span Beam [2009 International Building Code(2005 NDS)] 3.5 INx12.0INx16.OFT 24F-V4-Visually Graded Western Species-Dry Use Section Adequate By:79.2% StruCalc Version 8.0.100.0 9/10/2014 11:16:05 AM Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.29 IN U667 Dead Load 0.16 in Total Load 0.45 IN U430 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1307 lb 1573 lb Dead Load 726 lb 859 Ib Total Load 2033 Ib 2433 Ib Bearing Length 0.89 in 1.07 in BEAM DATA Center Span Length 16 ft 16ft B Unbraced Length-Top 2 ft Unbraced Length-Bottom 16 ft Live Load Duration Factor 1.00 UNIFORM LOADS Cen er Camber Adj.Factor 1.5 Uniform Live Load 150 plf Camber Required 0.24 Uniform Dead Load 75 plf Notch Depth 0.00 Beam Self Weight 9 plf MATERIAL PROPERTIES Total Uniform Load 234 pif 24F-V4-Visually Graded Western Species TRAPEZOIDAL LOADS-CENTER SPAN Base Values Adjusted Load Number One Two Bending Stress: Fb= 2400 psi Controlled by. Left Live Load 60 plf 0 plf Fb_cmpr= 1850 psi Fb'= 2386 psi Left Dead Load 30 plf 0 plf Cd=1.00 C1=0.99 Right Live Load 0 plf 60 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Right Dead Load 0 plf 30 plf Cd=1.00 Load Start 11 ft 5 ft Modulus of Elasticity: E_ . 1800 ksi E'= 1800 ksi Load End 16 ft 16 ft Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Length 5 ft 11 ft Comp.--to Grain: Fc-1= 650 psi Fc-1'= 650 psi Controlling Moment: 8766 ft-Ib 8.48 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2117 lb 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: 44.08 in3 84 in3 Area(Shear): 11.98 in2 42 in2 Moment of Inertia(deflection): 281.28 in4 5041n4 Moment: 8766 ft-lb 16704 ft-lb Shear: -2117 lb 74201b NOTES .. Page Project: - Charles D.Smith / Location:PORCH BEAM Multi-Loaded Multi-Span Beam [2009 International Building Code(2005 NDS)] or 3.5 INx5.5INx7.OFT #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By:63.4% StruCalc Version 8.0.100.0 9/10/2014 11:17:36 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.07 IN U1150 Dead Load 0.04 in Total Load 0.11 IN L/745 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 368 Ib 368 lb Dead Load 200 Ib 200 Ib Total Load 567 Ib 567 lb Bearing Length 0.26 in 0.26 in BEAM DATA Center Span Length 7 ft 7f B Unbraced Length-Top 2 ft Unbraced Length-Bottom 7 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Notch Depth 0.00 1 Uniform Live Load 105 plf MATERIAL PROPERTIES Uniform Dead Load 53 plf #2-Douglas-Fir-Larch(North) Beam Self Weight 4 plf Base Values Adousted Total Uniform Load 162 plf Bending Stress: Fb= 850 psi Fb'= 1103 psi Cd=1.00 C1=1.00 CF=1.30 Shear Stress: Fv= 180 psi Fv'= 180 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= 625 psi Fc--L = 625 psi Controlling Moment: 993 ft-Ib 3.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 499 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: ReadProvided Section Modulus: 10.8 in3 17.65 in3 Area(Shear): 4.16 int 19.25 int Moment of Inertia(deflection): 15.63 in4 48.53 in4 Moment: 993 ft-Ib 1622 ft-lb Shear: 499 lb 2310 Ib NOTES GREEN CROW LOT 42 BRACE WALLS Option One— SFB Brace Panels Minimum length per table R602.10.3(1) Braced wall line spacing: 30'-0" Methods — SFB: 8'-6" Wind adjustment factor: 1.5 Table R602.10.3(2) Minimum length = 8'-6" X 1.5 = 12'-9" Option Two — GB Brace Panels Minimum length per table R602.10.3(1) Braced wall line spacing: 30'-0" Methods — SFB: 14'-6" Wind adjustment factor: 1.5 Table R602.10.3(2) Minimum length = 14'-6" X 1.5 = 21'-9" Note: R602.10.2.3 Minimum number of braced wall panels: < 16'-0"wall line requires one (1) 48" panel. > 16'-0"wall line requires two (2) 48" panels. , ' r? 1<1 ; 6 Maximum spacing between panels in a wall line is 30'-0". N1 t Residence Wall 'A': SFB Alternate Braced Panels - Providing total length of 5'-8" of alternate braced panels. Wall 'B': GB Brace Panels — Minimum 21'-9" length required. 30'-0" maximum spacing — Providing total length of 22'-6" of brace panels. Wall 'C': GB Brace Panels — Minimum 12'-9" length required. 30'-0" maximum spacing — Providing total length of 22'-0" of brace panels. Wall 'D': SFB Brace Panels — Minimum 12'-9" length required. 30'-0" maximum spacing — Providing total length of 13'-0" of brace panels. Wall `1': SFB Brace Panels — Minimum 12'-9" length required. 30'-0" maximum spacing — Providing total length of 16'-0" of brace panels. Wall '2': GB Brace Panels — Minimum 21'-9" length required. 30'-0" maximum spacing — Providing total length of 22'-0" of brace panels. v r Wall '3': SFB Brace Panels — Minimum 12'-9" length required. 30'-0" maximum spacing — Providing total length of 15'-6" of brace panels. i SRACEP PANEL ALTERNATE DRACEP WALL SFB SHEAR WALL PANELS SF5 ALTERNATE GRACED PANELS �-I u MM I/1" 2582"BTFaJCTl1RAL FI5ER50ARp SHEATHING I EN 514 , UDOFIBERBOARD SHEATHING T I6 OL. I�"0�258;TS TRUCTURAL i WITH 1UD8 A WASTETrEt 16 OL. FASTENERS ^ ; 2582�ESNTW HINGI 11/2 11 ONG X ODIY DIA 1/2"SHEATHING-1 1/i"LONG X 0.12"DIA. ! I " 1 NAIL EDGES AT 3"ON TER AND FIELD AT b"ON ., ,r• ,.I r 2582"SHEATHING-13/4�LONG X 0.11' DIA CENTER FOR DOTH SHEATMG TYPES 44 CENTER FFORABOTH SHE11 ON CATIt GRTY'�PES IELD AT 6"ON _ o � r M.BEDRDOM G5 SHEAR WALL PANELS �u M� O 1/2"THICK GYF'SV 50ARD SHEETING I \/ _ WITH STUDS AT 16"OL M.BATH FASTENERS O - 3M 114 3M INTERIOR LOCATIONS .. - ; 13 GAGE 13/8 LONG 19/64 HEAD:0098 pIAMETER, � p�y� p� qd- D;5d ER NAIL DG OA86�'-D�/�41ETE 15/S' INCa 16/64"{BEAD:O(a Gy2 �ARP NAIL,0086"bIAMETER 15/S°LONCs, CAD LGMT eev—J / + EXTERIOR LOCATIONS 01 DINING = ; ",° /2 L I V41 REW TYPE 1 WSOR SLE GALVANIZED, NAIL EDGES AT 1"ON CENTER AND FIELD AT'I"ON CENTER FOR BOTH SHEATING TYPES I1 __CLOsDO SET I KITCHEN -- � —nr� BATH E------ ^ wo7 5p 20" 0 LIvMG ° 26"15p ;7 __ � I s! BEDROOM W° LAIMDRY i o I .AA�86 2863 90308N ENTRY f GJW"&, —1_ lobo i DEN I-1— 1 A)tN, aF _....i. -..............� + f 1 ry - sa j' /� rArncccw- bir 8018 LJ _- JJ t . .. .. _. ..NJ 3m GA, I I si r it 0GAL83, 1/�" I'-O" - ',`a 3^•� j NO1°a7h1 - �?• e Project: pass Charles D.Smith Location:GARAGE DOOR / Multi-Loaded Multi-Span Beam [2009 International Building Code(2005 NDS)] of 3.5 IN x 12.0 IN x 16.0 FT 24F-V4-Visually Graded Western Species-Dry Use Section Adequate By:79.2% StruCalc Version 8.0.100.0 9/10/2014 11:16:05 AM Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.29 IN U667 Dead Load 0.16 in Total Load 0.45 IN U430 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1307 Ib 1573 Ib Dead Load 726 Ib 859 Ib Total Load 2033 Ib 2433 Ib Bearing Length 0.89 in 1.07 in BEAM DA Center Span Length 16 ft q Asa g Unbraced Length-Top 2 ft Unbraced Length-Bottom 16 ft Live Load Duration Factor 1.00 UNIFORM LOADS Cen er Camber Adj.Factor 1.5 Uniform Live Load 150 plf Camber Required 0.24 Uniform Dead Load 75 pif Notch Depth 0.00 Beam Self Weight 9 plf MATERIAL PROPERTIES Total Uniform Load 234 plf 24F-V4-Visually Graded Western Species TRAPEZOIDAL LOADS-CENTER SPAN Base Values Adjusted Load Number One Two Bending Stress: Fb= 2400 psi Controlled by. Left Live Load 60 pif 0 pif Fb_cmpr= 1850 psi Fb'= 2386 psi Left Dead Load 30 plf 0 pif Cd--1.00 C1=0.99 Right Live Load 0 pif 60 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Right Dead Load 0 plf 30 plf Cd=1.00 Load Start 11 ft 5 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load End 16 ft 16 ft Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Length 5 ft 11 ft Comp.-L to Grain: Fc-1= 650 psi Fc--L'= 650 psi Controlling Moment: 8766 ft-Ib 8.48 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2117 lb 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: 44.08 in3 84 in3 Area(Shear): 11.98 int 42 in2 Moment of Inertia(deflection): 281.28 in4 504 in4 Moment: 8766 ft-Ib 16704 ft-Ib Shear: -2117 Ib 74201b NOTES page Project: Location:PORCH BEAM „: Charles D.Smith / Multi-Loaded Multi-Span Beam [2009 International Building Code(2005 NDS)] or 3.5 IN x 5.5 IN x 7.0 FT #2-Douglas-Fir-Larch(North)-Dry Use Section Adequate By:63.4% StruCalc Version 8.0.100.0 9/10/2014 11:17:36 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.07 IN U1150 Dead Load 0.04 in Total Load 0.11 IN L/745 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 368 Ib 368 Ib Dead Load 200 Ib 200 Ib Total Load 567 Ib 567 Ib Bearing Length 0.26 in 0.26 in BEAM DATA Center Span Length 7 ft p -7ft B Unbraced Length-Top 2 ft Unbraced Length-Bottom 7 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 105 plf MATERIAL PROPERTIES Uniform Dead Load 53 plf #2-Douglas-Fir-Larch(North) Beam Self Weight 4 plf Base Values Adiusted Total Uniform Load 162 plf Bending Stress: Fb= 850 psi Fb'= 1103 psi Cd=1.00 C1=1.00 CF=1.30 Shear Stress: Fv= 180 psi Fv'= 180 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-1-= 625 psi Fc-1'= 625 psi Controlling Moment: 993 ft-Ib 3.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 499 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: Read Provided Section Modulus: 10.8 in3 17.65 in3 Area(Shear): 4.16 int 19.25 in2 Moment of Inertia(deflection): 15.63 in4 48.53 in4 Moment: 993 ft-Ib 1622 ft-Ib Shear: 499 Ib 2310 Ib NOTES