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HomeMy WebLinkAbout1307 Dutch Drive Address: 1307 Dutch Drive (3o-7 9.tk-t/- �26. . PREPARED 4/24/15, 11:30:54 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/24/15 ADDRESS . : 1307 DUTCH DR SUBDIV: CONTRACTOR DUTCH DRIVE DEVELOPMENT LLC PHONE (360) 565-6269 OWNER PA PARTNERS LLC PHONE (360) 565-6269 PARCEL 06-30-01-8-0-0220-0000- APPL NUMBER: 14-00001428 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------ — - -- --- -----— PL2 01 2/20/15 JLL PLUMBING ROUGH-IN 2/20/15 AP February 20, 2015 4:29:37 PM pbarthol. February 20, 2015 4:51:25 PM pbarthol. PL99 01 4/24/15 J' L PLUMBING FINAL April 24, 2015 9:25:34 AM jlierly. -------------------------- ----------- COMMENTS AND NOTES PREPARED 4/24/15, 11:30:54 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/24/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1307 DUTCH DR SUBDIV: CONTRACTOR DUTCH DRIVE DEVELOPMENT LLC PHONE (360) 565-6269 OWNER PA PARTNERS LLC PHONE (360) 565-6269 PARCEL 06-30-01-8-0-0220-0000- APPL NUMBER: 14-00001428 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------—------------------------------------------------------ ---- BL1 01 12/05/14 JLL BLDG FOUNDATION FOOTING 12/05/14 AP December 5, 2014 8:51:02 AM pbarthol. Reid 460-4561 AM December 5, 2014 4:04:15 PM jlierly. BL2 01 12/09/14 JLL BLDG FOUNDATION STEM WALL 12/09/14 AP December 9, 2014 8:55:51 AM pbarthol. Reid 460-4561 AM +++++++++++++++ December 9, 2014 10:17:56 AM jlierly. BFF O1 1/07/15 JLL BLDG FLOOR FRAMING 1/07/15 AP January 7, 2015 9:51:40 AM jlierly. reed 460-4561 January 7, 2015 2:08:18 PM jlierly. BL9 01 1/16/15 JLL BLDG SHEARWALL 1/16/15 AP January 16, 2015 9:10:41 AM pbarthol. Reid 460-4561 January 16, 2015 4:11:09 PM jlierly. BAIR 01 2/20/15 JLL BLDG AIR SEAL 2/20/15 AP February 20, 2015 4:28:50 PM pbarthol. February 20, 2015 4:51:25 PM pbarthol. BL3 01 2/20/15 JLL BLDG FRAMING 2/20/15 AP February 20, 2015 4:28:39 PM pbarthol. February 20, 2015 4:51:25 PM pbarthol. BLI O1 2/25/15 JLL BLDG INSULATION 2/25/15 AP February 25, 2015 8:41:35 AM pbarthol. Todd 565-6269 February 25, 2015 4:35:51 PM jlierly. BLDR 01 3/03/15 JLL BLDG DRYWALL IBWP 3/03/15 AP March 3, 2015 11:22:10 AM pbarthol. 809-3066 March 3, 2015 4:44:49 PM jlierly. PW99 01 4/23/15 RV PUBLIC WORKS FINAL 4/23/15 AP April 24, 2015 7:01:02 AM rvess. April 24, 2015 7:01:27 AM rvess. BL99 01 4/24/15 Ind, BLDG FINAL April 24, 2015 9:25:02 AM jlierly. PERMIT: ME 00 MECBANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- ------------------- ME99 01 4/24/15 n7L MECHANICAL FINAL April 24, 2015 9:25:19 AM jlierly. -----------------------%-- ---------------- --------------------------- PERMIT: PL 00 PLUMBING P IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ CONTINUED ONTO NEXT PAGE CITY OF PORT ANGELES \ DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION ®� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00001428 Date 12/04/14 Application pin number . . . 282028 Property Address . . . . . . 1307 DUTCH DR ASSESSOR PARCEL NUMBER: 06-30-01-8-0-0220-0000- 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 s Application valuation . . . . 167996 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 1766 sf SFR WITH ATTACHED GARAGE ---------------------------------------------------------------------------- Owner Contractor PA PARTNERS LLC DUTCH DRIVE DEVELOPMENT LLC 710 LARRABEE AVE 710 LARRABEE AVE BELLINGHAM WA 98225 BELLINGHAM k ' W (360) 565-6269 BELLINGHAM WA 98225 Q (360) 565-6269 ----------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL `v Additional desc C Permit Fee . . . . 1401.05 Plan Check Fee 910.68 Issue Date . . . . 12/04/14 Valuation . . . . 167996 Expiration Date 6/02/15 r Qty Unit Charge Per Extension SASE FEE 1020.25 68.00 5.6000 THOU BL-100,001-500K (5.60 PER K) :380.80 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 186.00 Plan Check Fee .00 Issue Date . . . . 12./04/1.4 Valuation . . . . 0 Expiration Date 6/02/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 6.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 88.80 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . 177.00 Plan Check Fee .00 Issue Date . . . . 12/04/14 Valuation . . . . 0 Expiration Date . . 6/02/15 Qty Unit Charge Per Extension BASE FEE 50.00 10.00 7.0000 EA PL-PLUMBING TRAP 70.00 1.00 7.0000 EA PL-WATER LINE 7.00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. c-�- Date Print Name Signature of Contractor or Authorizedlent 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 IN CONSPICUOUS 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 1 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00001428 Date 12/04/14 Application pin number . . . 282028 REPORT SALES TAX Qty Unit Charge Per Extension 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 on your state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 to the City of Port Angeles 1.00 7.0000 EA PL-WATER HEATER 7.00 ------- ------------------------------------------- (Location Code 0502) Special Notes and Comments November 24, 2014 8:12:00 AM rbecker. If the fire sprinkler system is a closed system you will need a double check valve assembly. If the fire system is an open system, you do not need a backflow assembly. 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. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC),' and National Fire Protection Association (NFPA) . This project will require seperate permit and fire sprinkler plans for review. . A full acceptance test will be required for the fire sprinkler, system. owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. November 24, 2014 4:51:23 PM sroberds. The proposal will result in a new sfr in the RS11 zone for total lot cov of 19°1 and site cov of 246. No land use issues anticipated. Electrical load calculations and electrical permits are required. Ditches & 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 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 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. S. 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. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain 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 c ti 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 7-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 3 2 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00001428 Date 12/04/14 Application pin number . . . 282028 ---- -- ----------------------------------------------------- REPORT SALES TAX Special Notes and Comments garden to control roof and driveway runoff. Also rebates on your state excise tax form available for downspout disconnections.Contact Jonathan to the City of Port Angeles Boehme at 360 417-4811 A separate Right of Way Construction permit is required for (Location Code 0502) the driveway and culvert construction, application is to be submitted by the contractor doing this work. 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. Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work G 360 417-4831. No attachment to sanitary sewer-of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. ---------------------------------------------------------------------------- Other Fees . . . . . . RES UNDERGRND SERVICE FEE 770.00 MILW DRIVE ASSESSMENT 240.00 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 1764.05 1764.05 .00 .00 Plan Check Total 910.68 910.68 .00 .00 Other Fee Total 5534.50 5534.50 .00 .00 Grand Total 8209.23 8209.23 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit OF PORT qt,C �y � FCN CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES v 321 EAST 5TH STREET, PORT ANGELES, WA 98362 v Application Number . . . . . 14-00001428 Date 12/04/14 Application pin number . . . 282028 Property Address . . . . . . 1307 DUTCH DR ASSESSOR PARCEL NUMBER: 06-30-01-8-0-0220-0000- 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 . . . . 167996 (Location Code.0502) ---------------------------------------------------------------------------- Application desc 1766 sf SFR WITH ATTACHED GARAGE ---------------------------------------------------------------------------- Owner Contractor PA PARTNERS LLC DUTCH DRIVE DEVELOPMENT LLC o- 710 LARRABEE AVE 710 LARRABEE AVE BELLINGHAM WA .98225 BELLINGHAM (360) 565-6269 BELLINGHAM WA 98225 (360) 565-6269 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . . DRIVEWAY AND CULVERT Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 12/04/14 Valuation . . . . 0 Expiration Date 6/02/15 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 3/4" DROP IN WATER METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 12/04/14 Valuation . . . . 167996 Expiration Date 6/02/15 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 . . . . 12/04/14 Valuation . . . . 167996 Expiration Date . . 6/02/15 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments November 24, 2014 8:12:00 AM rbecker. If the fire sprinkler system is a closed system you will need a double check valve assembly. If the fire system is an open system, you do not need a backflow assembly. Address numbers shall be plainly visible from the street. 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. til - Signature of Contractor or uthorized Agent Date Signature of Owner(if owner is builder) Date E 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 o 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 4174653 FIRE DEPT. PLANNING DEPT. 4174750 PLANNING DEPT. BUILDING 417- BUILDING 4815 'r:Forms/Building Division/Public Works Permit OE pOfti,wC�( CITY OF PORT ANGELES r � �FN ��� PUBLIC WORKS & UTILITIES w 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number 14-00001428 Date 12/04/14 Application pin number . . . 282028 - - ------------------------------------------------- REPORT SALES TAX Special Notes and Comments Address numbers shall be a minimum of six inches high and be on your state excise tax form of contrasting color from the background. to the City of Port Angeles All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with (Location Code 0502) residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) . This project will require seperate permit and fire sprinkler plans for review. A full acceptance test will be required for the fire sprinkler system. Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. November 24, 2014 4:51:23 PM sroberds. The proposal will result in a new sfr in the RS11 zone for total lot cov of 19% and site cov of 24a. No land use issues anticipated. Electrical load calculations and electrical permits are required. Ditches & 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 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 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. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. 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 A separate Right of Way Construction permit is required for the driveway and culvert construction, application is to be submitted by the contractor doing this work. 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 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 4174807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT, 417-4750 PLANNING DEPT. BUILDING 417- BUILDING 4815 T:Forms/Building Division/Public Works Permit wF� CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES cD 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00001428 Date 12/04/14 Application pin number . . . 282028 ---- - ---------------------------------------------------- REPORT SALES TAX Special Notes and Comments onour state excise tax form required prior to pouring concrete. Public Works inspection y request line 417-4831. to the City of Port Angeles Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact (Location Code 0502) 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. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 MILW DRIVE ASSESSMENT 240.00 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 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5534.50 5534.50 .00 .00 Grand Total 6284.50 6284.50 .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 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 4174807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4'17- BUILDING 4815 i:Forms/Building Division/Public Works Permit CIT I�1 T � For City Use ��w o 1� RT A . Permit# W A S H I N G+ T o N , U. S. Date Received: 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permitsPcityofpa.us BUILDING PERMIT APPLICATION ProjectAddress: 1-2>0J-7 iPhone: O Primag Contact: Gt---)Z Email: o o,�(j!)0PPa?2,L C-4 Name Phone PA Iz—�iJ 1=izS 3cog -- 3o- - Property Mailing Address Email Owner "7/0 City State Zip Name =i Phone `,'TC;iA �i�1�Ls i����L� �I`+1E►�I 3�b- �Cs>S - CL2-(� Contractor Address Email 7)Q C-G(''\ Information city � )n�G�1-� State W zip 9822 Contractors License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) t-vT 22 3c)o 1 Zcv220 $ l (21 Residential '�S,l 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 q Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical 1� Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms 2 Proposed Bedrooms Yes A No ❑ Yes ❑ NoK 3 Project Description 1�1�57 J 1 —7 (p Cn 5)- S r l7 vJ i-"f4 A-7-7-AC—t- Z C/-\P, C5AP-ja G C1.�J��G �1-r%i An��7 COi/t;6L� i�l�—T'lCj . c�osel � cRAwL�S /�C[� tJ A1-li> vJc)oF-;, coniS Uc, i.©l� Is project in a Flood Zone: Yes ❑ NoN, 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 P PP PP Y 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. Date Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement i First Floor Second Floor Covered Deck/Porch/Entry ,j'` 5- Deck(over 30"or a" floor) Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage-lot size) Site Coverage (Sq Ft of all impervious) %of Site Coverage (total site coverage_lot size) -7 Z '-2-2f 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) # 1 ^ Boiler/Compressor Size: # Heating/Cooling appliance # re air /alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan, single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 12 u0A)GST Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # / Fuel gas piping #of Outlets: Water Heater # ; Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # LJ Sewer Line # ' Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx DUTCH DRIVE CULVERT '-0' EXIST DRAINAGE DITCH Lu N o ii ELECTRICAL i °° SEWER �- - - - - ---WATERLINE I I � I Iii I I I IITLI 1 I I I I NEW � D I I I I I I I. �, I 1Q"u I I I I I I I COVERED PATIO CONDENSER ON 8-0 I I I I I I CONC PAD I SETBACK I w I 181-011 TIGHTLINE TIED TO I i o o SETBACK I DOWNSPOUTS&FTG I i U') -1 DRAIN - DAYLIGHT I I i 00 I I I \ TO DITCH - - - - - J I L - - - +- - Ao — zI I W L - - - - - - - - I - \ I U Lu � oa _ EXIST DRAINAGE SITE PLAN NORTH 1" = 30' JUAN de FUCA BLUFFS SITE PLAN 1307 DUTCH DRIVE PORT ANGELES, WA 98363 Al 23 r; /323 A 1222 ¢ 1206 ;a IW w 1213 0� 1312 l ye 1302 41 *" POW „ . 1310 x.- F � s A Cu 1 Prescriptive Energy Code Compliance for All Climate Zones in Washington : Project Information Contact Information Lot 22 Juan de Fuca Bluffs Todd Spencer 1307 Dutch Drive Upperleft Studios Port Angeles,WA 98363 todd@upperleftstudios.com 360-565-6269 This pioject will use the requirements of the Prescriptive Path below and incorporate the the'minimurr 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-Factor' n/a 0.30 Skylight U-Factor n/a 0.50 GlazedFenestration SHGCO1 n/a n/a Ceiling- 49' 0.026 Wood.Frame Wall9k' 21 int 0.056 Mass.Wall R-Value' 21/21" 0.056 Floor- 309 0.029 Below Grade Wall" 10/15/21 int+TB 0.042 Slab'R-Value&De th 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: �.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. �2.Medium Dwelling Unit: 1.5 points I� All dwelling units that are not included in#1 or 93,including additions over 750 square feet. IJ Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option : De`sc�iption :Credit(s) 1a:•. Efficient Building Envelope la:•: :•. 05. 0.5 1 b•••; Efficient Building Envelope l b•:•:•.•;• '• 1.0 1c-. Efficient Building Envelope l c;:;:':'. .' 2-0 2a'.,: :Air Leakage.Control.and Efficient Ventilation 2a 0:5 2b-'•: Air:Leakage Control and Efficient Ventilation 2b. 1.0. :•2c:•:• Air Leakage Control-and Efficient.Ventilation 2c :•.1.5 ' 3a:' High Efficiency HVAC 3a•' 0.5' 3b• High Efficiency HVAC 3b 1.0 1.0 3c: High Effciency HVAC 3c: 2.0 3d•: High Efficiency HVAC 3d•:•'•:•'•:•:• 9.0. :4;•:•:High Efficiency.HVAC Distribution System•:•:• 1.0- . . 5a•' Efficient Water-Heating ; 0.5' 5b Efficient WaterHeating .;::. .:.: : 1.5 .6. :Renewable Electric Energy: 0-5 '1200 kwFi 0.0 :Total;Credits' 1.50 :*Please'refer-to Table R40.6.2 fo.r:complete'option.descriptiolis •n� '',y',^ -d,C� cr,AJ.ti':5', �;^.: 'i�C':a:rt:"n` ;�,` _''�.��i}l�_,5`',r=��i_'i:'�C}•1_:'d;` - - Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int , intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table Al 01.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-1 5 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. "10/1 5/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. 9 Reserved. f First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural-sheathing.covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. i For single rafter-or joist-vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 1 Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Prescriptive Energy Code Compliance for All Climate Zones in Washington •. Project Information Contact Information Lot 22 Juan de Fuca Bluffs Todd Spencer 1307 Dutch Drive Upperleft Studios Port Angeles,WA 98363 todd u erleftstudios.com 360-565-6269 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-Factor' n/a 0.30 Skylight U-Factor: n/a 0.50 Glazed Fenestration SHGC', n/a n/a Ceilin`• 49' 0.026 Wood Frame Wall'" 21 int 0.056 Mass Wall R-Value' 21/21" 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 R402A.1 and Table R402.1.3 Footnotesincluded 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: Small Dwelling Unit: 0.5 points LJ 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. Com.Medium Dwelling Unit: 1.5 points V� 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 R406.2Summary . ::Option-: Description•. _ :Credit(s). : 1a:•:•:Efficient Building Envelope la: 0.5 : _ 0.5 -11b.:•; Efficient'Building Envelope,1 b•'•;• -,•;•'• 1,0' 1c• Efficient Building Envelope 1c 2.0 2a: Air•Leakage.Control.and Efficient Ventilation 2a 05 2b::•:•Air:Leakage•Control and Efficient-Ventilatidn 21b:• •:•:•:•:•. '. : : 1:0 2c;•:•'Air Leakage Control and Efficient:Ventilation 2c•:• . . . . : . . . 1.5 3a•' High Efficiency HVAC 3a• 0.5 31b• High Efficiency HVAC 31b: 1.0• 1.0 3d High Efficiency HVAC 3c' 2.0' 3d•: :•High Efficiency HVAC 3d•: :1.0 :4:•:• High Efficiency HVAC Distribution System :•:•.•:•:•:•: :•:•: :•1:0•' 5a•' Efficient'Water•Heating ; 0.5' 5b- Efficient Water.Heating - 1.5 6: Renewable Electric Energy: 0.5 1200 0.0 Total-Credits : 1.50 :*Please'refer.to Table R406.2 for complete:option,descriptions `�': ;'PJ'J`;`?�.�:f r•a•J.ti'CS'i�:^V/I}Cti;I:7;:,n• ;�'_ :`�')i°:.5` •'<<�'lC'�C'.:;u;r Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table Al 01.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/1 5/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. 9 Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "l 3.+5" means R-1 3 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist-vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 1 Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. BRACED WALL LINE CALCULATI ® NS BWL A BASED ON WIND(100 MPH): BWL 1 BASED ON WIND(100 MPH): BWL SPACING=16' =3.4' BWL SPACING=23' =4.45' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=B': 0.90 WALL HEIGHT=8'. 0.90 #BWL=4: 1.45 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTALFACTOR: 1.96 TOTALFACTOR: 1.96 TOTAL BWP=3.4"1.96 =6.66' TOTAL BWP=4.45"1.96 =8.72' BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=28' =5.98' BWL LENGTH=28' =5.98' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=24': 1.00 BWL SPACING=35': 1.00 WALL DEAD LOAD=<l5 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTALFACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=5.98"1.00 =5.98' TOTAL BWP=5.98"1.00 =5.98' BWL B BASED ON WIND(100 MPH): BWL 2 BASED ON WIND(100 MPH): BWL SPACING=16' =3.4' BWL SPACING=24' =9.9' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 145 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=3.4"1.96 =6.66' TOTAL BWP=9.9"1.96 =19.40' BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=56' =11.86' BWL LENGTH=52' =20.8' FACTORS: FACTORS: STORY HEIGHT=0': 1.00 STORY HEIGHT=B': 1.00 BWL SPACING=24': 1.00 BWL SPACING=35': 1.00 WALL DEAD LOAD=-15 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.00 TOTALFACTOR: 1.00 TOTAL BWP=11.86"1.00 =11.86' TOTAL BWP=20.8"1.00 =20.8' BWL C BASED ON WIND(100 MPH). BWL 3 BASED ON WIND(100 MPH): BWL SPACING 25' =5.0BWL SPACING=18' =73' FACTORS: FACTORS: EXPOSURE D. 150 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=81: 0.90 #BWL=4: 1.45 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.96 TOTAL FACTOR. 1.96 TOTAL BWP=5.0-1.96 =9.80' TOTAL BWP=7.7"1.96 =15.09' BASED ON SDC(02) BASED ON SDC(D2) BWL LENGTH=22' =4.72' BWL LENGTH=60' =24.0' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=24': 1.00 BWL SPACING=35': 1.00 WALL DEAD LOAD=<l5 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOFICEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=4.72"1.00 =4.72' TOTAL BWP=24.0"1.00 =24.0' BWL D BASED ON WIND(100 MPH)(METHOD GB): BWL 4 BASED ON WIND(100 MPH): BWL SPACING=25' =5.0' BWL SPACING=18' =3.2' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1,00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=B': 0.90 #BWL=4. 1.45 #BWL=4: 1.45 INTERIOR GWB'. 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR. 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=5.0"1.96 =9.80' TOTAL BWP=3.2"1.96 =9.02' BASED ON SDC 02)(METHOD GB): BASED ON SDC 02) BWL LENGTH=35' =7.45' BWL LENGTH=52' =11.02' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=24': 1.00 BWL SPACING=35: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY). 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB INCREASED FASTENING: 0.70 INTERIOR GWB: 1.00 TOTALFACTOR: 0.70 TOTAL FACTOR: 1.00 TOTAL BWP=7.45"0.70 =5.22' TOTAL BWP=11.02"1.00 =11_02' BWL E BASED ON WIND(100 MPH)(METHOD CS-PF): BWL SPACING=25' =N/A FACTORS: EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1,00 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 INTERIOR GWB: 1.00 TOTALFACTOR: 1.96 TOTAL BWP=NIA'1.96 =NIA BASED ON SDC(D2)(METHOD CS-PF): BWL LENGTH=22' =N/A' FACTORS: STORY HEIGHT=B': 1.00 BWL SPACING=24': 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 TOTALFACTOR: 1.00 TOTAL BWP=NIA'1.00 =NIA' BRACED WALL LINE CALCULATIONS BWL A BASED ON WIND(100 MPH) BWL I BASED ON WIND(100 MPH): BWL SPACING=16' =3.4' BWL SPACING=23' =4.45' FACTORS: FACTORS: EXPOSURE D. 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1A5 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=3.4"1.96 =6.66' TOTAL BWP=4.45"1.96 =8.72' BASED ON SDC(D21 BASED ON SDC(D2) BWL LENGTH=28' =5.98' BWL LENGTH=28' =5.98' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=24': 1.00 BWL SPACING=35'', 1.00 WALL DEAD LOAD=<l5 PSF: 1.00 WALL DEAD LOAD=<l5 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTALFACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=5.98"1.00 =5.98' TOTAL BWP=5.98"1.00 =5.98' BWL B BASED ON WIND(100 MPH): BWL 2 BASED ON WIND(100 MPH): BWL SPACING=16' =3.4' BWL SPACING=24' =9.9' FACTORS: FACTORS: EXPOSURE D. 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTALFACTOR: 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=3.4"1.96 =6.66' TOTAL BWP=9.9"1.96 =19.40' BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=56' =11.86' BWL LENGTH=52' =20.8' FACTORS: FACTORS: STORY HEIGHT=0': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=24': 100 BWL SPACING=35': 1.00 WALL DEAD LOAD=<l5 PSF 1.00 WALL DEAD LOAD=<15 PSP. 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOFICEILING DEAD LOAD=<15 PSF(ROOF ONLY). 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=11.86"1.00 =11.86' TOTAL BWP=20.8"1.00 =20.8' BWL C BASED ON WIND(100 MPH)* BWL 3 BASED ON WIND(100 MPH): BWL SPACING=25' =5.0BWL SPACING=18' =7.7' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 . RIDGE HEIGHT.-10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 145 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR. 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=5.0"1.96 =9.80' TOTAL BWP=7.7"1.96 =15.09' BASED ON SDC(02) BASED ON SDC(D2) BWL LENGTH=22' =4.72' BWL LENGTH=60' =24.0' FACTORS: FACTORS STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=24': 1.00 BWL SPACING=35': 1.00 WALL DEAD LOAD=<15 PSF 1.00 WALL DEAD LOAD=<15 PSP 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOFICEILING DEAD LOAD=<l5 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=4.72"1.00 =4.72' TOTAL BWP=24.0"1.00 =24.0' BWL D BASED ON WIND(100 MPH)(METHOD GB): BWL 4 BASED ON WIND(100 MPH): BWL SPACING=25' =5.0' BWL SPACING=18' =3.2' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 100 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 145 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=5.0"1.96 =9.80' TOTAL BWP=3.2"1.96 =9.02' BASED ON SDC(D2)(METHOD GB). BASED ON SDC 02) BWL LENGTH=35' =7,45' BWL LENGTH=52' =11.02' FACTORS. FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=6: 1.00 BWL SPACING=24': 1.00 BWL SPACING=35: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 100 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB INCREASED FASTENING: 0.70 INTERIOR GWB: 1.00 TOTAL FACTOR. 0.70 TOTALFACTOR: 1.00 TOTAL BWP=7.45"0.70 =5.22' TOTAL BWP=11.02"1.00 =11_02' BWL E BASED ON WIND(100 MPH)(METHOD CS-PF): BWL SPACING=25' =NIA FACTORS: EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 INTERIOR GWB: 1.00 TOTAL FACTOR: 196 TOTAL BWP=NIA'1.96 =NIA BASED ON SDC(D2)(METHOD CS-PF): BWL LENGTH=22' =NIA' FACTORS: STORY HEIGHT=8': 1.00 BWL SPACING=24': 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 100 TOTAL FACTOR: 1.00 TOTAL BWP=NIA'1.00 =NIA' 1