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HomeMy WebLinkAbout127 Juniper Lane Address: 127 Juniper Lane PREPARED 7/31/15, 9:31:37 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 7/31/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 127 JUNIPER LN SUBDIV: CONTRACTOR GROFFS CONSTRUCTION PHONE (360) 460-8891 OWNER ICARUS L AND AMY R HALL TTES PHONE PARCEL 06-30-15-7-8-0110-0000- APPL NUMBER: 14-00001332 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTEDARESU DESCRIPTION TYP/SQ COMPLETERESULTS/COMMENTS ------------------ ------------ ----------------------------------- - - July 30, 2015 10:03:20 AM jlierly. casey AM ------------------ ---------------------------------------------------------------- PERMIT: MS 00 MET REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 6/01/15 JLL MECHANICAL ROUGH-IN 6/01/15 AP July 22, 2015 10:28:39 AM jlierly. ME6 01 7/27/15 PB MECHANICAL GAS LINE 7/27/15 DA July 27, 2015 10:04:36 AM pbarthol. Casey 460-8891 July 27, 2015 4:48:12 PM pbarthol. check for leaks. recall pressure test. place metalic tape with "gas line" for detection ME99 01 7/31/15 JL MECHANICAL FINAL July 30, 2015 10:04:27 AM jlierly. PERMIT: PL 00 PLUMBIN P REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 5/01/15 JLL PLUMBING ROUGH-IN 5/01/15 AP May 1, 2015 8:33:49 AM jlierly. 460 6902 john May 1, 2015 4:41:14 PM jlierly. PL6 01 5/26/15 RV PLUMBING WATER SUPPLY 5/26/15 AP May 26, 2015 1:13:15 PM rvess. May 26, 2015 1:13:51 PM rvess. PL99 01 7/31/15PLUMBING FINAL July 30, 2015 10:04:48 AM jlierly. ----------------------- --------------- - --- --------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/24/15, 9:46:40 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/24/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 127 JUNIPER LN SUBDIV: CONTRACTOR GROFFS CONSTRUCTION PHONE (360) 460-8891 OWNER ICARUS L AND AMY R HALL TTES PHONE PARCEL 06-30-15-7-8-0110-0000- APPL NUMBER: 14-00001332 RES NEW SFR ------- --------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------- ------------------------------- 8/03/15 AP August 3, 2015 2:29:23 PM kdubuc. August 3, 2015 2:33:23 PM kdubuc. PW99 01 7/27/15 RV PUBLIC WORKS FINAL 7/27/15 AP July 27, 2015 12:48:28 PM rvess. July 27, 2015 12:48:47 PM rvess. BL99 01 7/31/15 JLL BLDG FINAL 7/31/15 DA July 30, 2015 10:03:20 AM jlierly. casey AM July 31, 2015 4:15:45 PM jlierly. Stairs need hand rail/ address numbers on front connect exhaust vent pipe for kitchen hood/ energy data near panel/2x block deck and add two mechinal fastners and lags on ledger/jll FFNL 03 8/03/15 KDD FIRE FINAL 8/03/15 AP August 3, 2015 2:31:39 PM kdubuc. August 3, 2015 2:33:45 PM kdubuc. FFNL 02 8/03/15 KDD FIRE FINAL 8/03/15 AP August 3, 2015 2:30:30 PM kdubuc. August 3, 2015 2:33:12 PM kdubuc. BL99 02 8/24/15J� BLDG FINAL August 24, 2015 9:49:30 AM jlierly. casey 460-8891 -------------------------------------- COMMENTS AND NOTES -------------------------------------- o CITY OF PORT ANGELES fr DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION32321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001332 Date 11/14/14 Application pin number . . . 936256 Property Address . . . . . . 1.27 JUNIPER LN p v ASSESSOR PARCEL NUMBER: 06-30-15-7-8-0110-0000- REPORT SALES TAX 1 Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . to the Cit of Port Angeles Property Zoning RS9 RESDNTL SINGLE FAMILY Y Application valuation . . . . 339871 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 2story SFR with unfinshed basement/attached garage ---------------------------------------------------------------------------- Q, Owner Contractor ICARUS L AND AMY R HALL TTES GROFFS CONSTRUCTION 204 NORTH TARA LANE 736 E 9TH ST PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 460-8891 C' ---------------------------------------------------------------------------- Permit -------------------------------Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc NEW SFR Permit Fee . . . . 2364.25 Plan Check Fee 1536.76 Issue Date . . . . 11/14/14 Valuation . . . . 339871 Expiration Date 5/13/15 Qty Unit Charge Per Extension (� BASE FEE 1020.25 240.00 - 5.6000 THOU BL-100,001-500K (5.60 PER K) 1344.00 ------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc SFR MECHANICAL Permit Fee . . . . 115.10 Plan Check Fee .00 Issue Date . . . . 11/14/14 Valuation . . . . 0 Expiration Date 5/13/15 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 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . . . 177.00 Plan Check Fee .00 Issue Date . . 11/14/14 Valuation . . . . 0 Expiration Date 5/13/15 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 5.00 7.0000 EA PL-DRAIN VENT PIPING 35.00 V- 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 heZy state or local law regulating construction or the performance of construction. All 1� �10 ,� Pe Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit R 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 SERA: Parking/Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001332 Date 11/14/14 Application pin number . . . 936256 Qty Unit Charge Per Extension REPORT SALES TAX 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 November 10, 2014 8:15:27 AM tamiot. ELECTRICAL PERMIT IS REQUIRED. ELECTRICAL SERVICE SHALL BE UNDERGROUND TO THE EXISTING ELECTRICAL PEDESTAL. 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. November 10, 2014 12:00:58 PM sroberds. The proposal will result in a new sfr in the RS-9 for total lot cov of 22% and site cov of 30%. No land use issues are anticipated. 1. Establishing Construction.Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 0 5. Protect drain inlets. G. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 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 A separate Right of Way Construction permit is required for driveway 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 ------------------------------------------- -------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit F 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 4174831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 14-00001332 Date 11/14/14 Application pin number . . . 936256 ---------------------------------------------------------------------------- REPORT SALES TAX Other Fees . . . . . . . . . STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 on your state excise tax form ---------------------------------------------------------------------------- to the City of Port Angeles Fee summary Charged Paid Credited Due ------------ ---------- ---------- (Location Code 0502) Permit Fee Total 2656.35 2656.35 .00 .00 Plan Check Total 1536.76 1536.76 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 9487.61 9487.61 .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 `oaRr4*. CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001332 Date 11/14/14 Application pin number . . . 936256 Property Address . . . . . . 127 JUNIPER LN ASSESSOR PARCEL NUMBER: 06-30-15-7-8-0110-0000- 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 . . . . 339871 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 2story SFR with unfinshed basement/attached garage ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ICARUS L AND AMY R HALL TTES GROFFS CONSTRUCTION 204 NORTH TARA LANE 736 E 9TH ST PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 460-8891 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 11/14/14 Valuation 0 Expiration Date . . 5/13/15 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 3/4" DROP IN METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 11/14/14 Valuation . . . . 339871 Expiration Date . . 5/13/15 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 . . . . 11/14/14 Valuation . . . . 339871 Expiration Date . . 5/13/15 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments November 10, 2014 8:15:27 AM tamiot. ELECTRICAL PERMIT IS REQUIRED. ELECTRICAL SERVICE SHALL BE UNDERGROUND TO THE EXISTING ELECTRICAL PEDESTAL. 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 v' late or cancel the provisions of any state or local law regulating construction or the performance of const tion. � 1 Signature o Co tractor f4thorized Agent Date Signature of Owner(if owner is builder) ate T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 4174831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4I?- BUILDING 4815 T:Forms/Building Division/Public Works Permit CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001332 Date 11/14/14 Application pin number . . . 936256 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments of contrasting color from the background. on your State excise tax form November 10, 2014 12:00:58 PM sroberds. to the City of Port Angeles The proposal will result in a new sfr in the RS-9 for total lot cov of 22% and site cov of 30%. No land use issues are (Location Code 0502) anticipated. 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 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 A separate Right of Way Construction permit is required for driveway 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 ---------------------------------------------------------------------------- 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 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 6044.50 6044.50 .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 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 47- BUILDING 4815 T:Fonns/Building Division/Public Works Permit T HE T Ny L � /� For City Use CITY of 1'� Permit# ,t I�3;� _ WASH I W G T O N, U . S. Date Received: IQ 31 321 E 5th Street Date Approved / Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Ercall:jpermets@cityoffpa.ws BUILDING PERMI APPLICATION Project Address: 127 Juniper Lane oz- Pho� Primary Contact: Casey Groff Email: Name Phone �o e�7 CPO Icarus Hall Property Mailing Address Email Owner 204 N Tara Lane City State Zip Port Angeles WA 98362 Name Phone 46o-8891 Groffs Construction Contractor Address Email 6E9th St Information City Port Angeles State WA Zip 98362 Contractor License# GROFFC*874RE Exp.Date:2015 Legal Description: Zoning: Tax Parcel# Project Value: materials and labor) Juniper Court Lot a RS9 —[;063015750110 $ 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 installedIrrigation System? Proposed Bathrot:[4: oposed Bedrooms or modified? Yes ElNo X Yes [:J No X 3 Project Description New single family residence with attached garage and unfinished basement 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. 10- 3 ( -- Iy T'kk' 06NI ) bate Print Name Sienature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basementn36 0 j,5, J U 9 4;'4a First Floor 1494 Second Floor n34 I?-V 2�I Covered Deck/Porch/Entry 30 v 12 Deck(over 30"or i" floor) 448 Garage 473 Carport Other(describe) Area Totals ) I 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) n147sf 55T 2 ,01 Y o Site Coverage(Sq Ft of all impervious) %of Site Covera a(total site coverage-- lot size) 3�' 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): # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable): Fire lace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping: #of Outlets: Ventilation Fan,single duct: # Furnace/Heat Pump/ Size: # Ventilation System: # Forced Air Unit: 1 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 # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Groffs Construction Drafting Solutions 127 Juniper Lane PO Box 1246 Port Angeles, WA 98362 Port Angeles, WA 98362 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling 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 area. Additions to existing building that are less than 750 square feet of heated floor area. 02.Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 El 1 b Efficient Building Envelope 1 b 1.0 n 1c Efficient Building Envelope 1c 2.0 El 2a Air Leakage Control and Efficient Ventilation 2a 0.5 El 2b Air Leakage Control and Efficient Ventilation 2b 1.0 El 2c Air Leakage Control and Efficient Ventilation 2c 1.5 0 3a High Efficiency HVAC 3a 0.5 El 3b High Efficiency HVAC 3b 1.0 0 1.0 3c High Efficiency HVAC 3c 2.0 El 3d High Efficiency HVAC 3d 1.0 El 4 High Efficiency HVAC Distribution System 1.0 El 5a Efficient Water Heating 0.5 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 *_: ,<-• 202 A low MPS 0 ,� •4 �-i Ate. 'n�: IT vall ?y, 119 a.. 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PI 07MSXAO LAN 23 8 vfi_ 38 41- NL 1 - _ -- _ z 4 '_�X TQC' L�'.�`✓ �.�--�•/ t� VE - -I��(�1 I���t..�,� _ N v£ N i _ ` . _._ OT,-4:5-li.J -Moz-t - � -5,b3-j ,81 2 0 tv' G. ST 0 w/ ssTt3ra 33-3- ALUGna : 1 .�1 LA F ON�ATio 1 @ Li 5 _ _ ;2 MecaWind Pro v2 . 2 . 5 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 9/26/2014 Project No. 14248 Company Name ZENOVIC & ASSOCIATES Designed By MRS Address : 301 EAST 6TH STREET, SUITE 1 Description STR. FOR SFR City PORT ANGELES Customer Name GROFF CONSTR. State WA Proj Location JUNIPER LANE, PORT ANGELES File Location: C:\Users\MADDIE\AppData\Roaming\Mecawind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 5 : 12 Slope of Roof(Theta) = 22.62 Deg Ht: Mean Roof Ht = 20.61 ft Type of Roof = GABLED RHt: Ridge Ht = 24.22 ft Eht: Eave Height = 17.00 ft OH: Roof Overhang at Eave= 1.33 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 34.00 ft Bldg Width Across Ridge= 32.00 ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 Mean roof ht. Ph 6 Wind Wal!Pressures ----ir g See TaWe 27.6-1 h Pian Pa Elevation Wb4 Gabled Roof Rmaf cdge pressure from table Zone-,, 1 or 3 as applicable pz Of p Wind Direction p � MWFRS Pressures for Wind Normal to 34 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.94 h: Height to top of Windward Wall = 17.00 ft ph: Net Pressure at top of wall (windward + leeward) = 21.52 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.40 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.62 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.18 psf pwh: Windward wall press @ top acting toward wall = ph-p1 = 13.34 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.22 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 20.611 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 22.62 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -13.76 7.90 2 -13.82 -6.58 3 -21.24 .00 4 -18.89 .00 5 -15.51 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -10.32 psf Povh3: Overhang pressure for zone 3 = -15.93 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 5.93 psf Povh3: Overhang pressure for zone 3 = .00 psf MWFRS Pressures for Wind Normal to 32 ft wall (Along Ridge) WALL. PRESSURES PER. TABLE, 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.06 h: Height to top of Windward Wall = 24.22 ft ph: Net Pressure at top of wall (windward + leeward) = 22.69 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.93 psf ps: Side wall pressure acting away from wall = .55 * ph = -12.39 psf pl: Leeward wall pressure acting away from wall = .37 * ph = -8.47 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 14.22 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.47 psf ROOF PRESSURES PER TABLE 27.66-2 h: Mean Roof Height = 20.611 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 22.62 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -13.76 7.90 2 -13.82 -6.58 3 -21.24 .00 4 -18.89 .00 5 -15.51 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS !FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -10.32 psf Povh3: Overhang pressure for zone 3 = -15.93 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 5.93 psf Povh3: Overhang pressure for zone 3 = .00 psf G B T A SURCHARGE il LL- / Q H FG BRACED RETAINING WALL DESIGN 10/6/2014 ZENOVIC&ASSOCIATES, INC. 301 EAST 6TH STREET SUITE#1 PROJECT: 8'WALL @ GARAGE PORT ANGELES,WA. 98362 CLIENT: GROFF CONSTR-JUNIPER LANE JOB#: 14248 SOIL PROPERTIES DENSITY= 120 PCF INTERNAL FRIC.ANGLE( .)= 33 DEG. COEF. FRICTION= 0.4 X DL AT REST PRES. COEFF.(ko)= 0.46 BEARING CAPACITY= 1500 PSF PASSIVE COEFF.(kp)= 3.4 AT REST SP= 55 PCF ACTIVE COEFF.(ka)= 0.29 PASSIVE SP= 407 PCF FAILURE PLANE(. )= 61.5 DEG. ACTIVE SP= 35 PCF DESIGN FOR ACTIVE(A)OR AT REST(0)SOIL PRESSURE? A SURCHARGE LOADS UNIFORM 0 PSF Rq= 0 PLF POINT 0 P DISTANCE(x) 0 FT Rq= 0 PLF LINE 0 PLF DISTANCE(x) 0 FT Rq= 0 PLF CONCRETE PROPERTIES WALL DIMENSIONS f�F H STEM HEIGHT= 8 FT H1 RETAINED EARTH= 8.5 FTS— c DENSITY= 150 PCF T STEM THICKNESS= 8 IN FOOTING DIMENSIONS A LENGTH OF TOE= 8 IN F KEY DEPTH= 0 IN B LENGTH OF HEEL= 8 IN G KEY WIDTH= 0 IN C TOTAL WIDTH= 241N H HEEL TO KEY= 0 IN D THICKNESS = 8 IN E FOOTING DEPTH= 0 IN DENSITY= 150 PCF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL= 0 PLF MAXIMUM VERTICAL LOAD TO WALL= 500 PLF LATERAL FORCES REACTIONS / BASE FORCE= 1278 TOP= 426 FLOOR ATTACHMENT SURCHAGE FORCE= 0 BOTTOM= 852 SLIDING FORCE DEAD LOADS SLIDING: COMPONENI WT FRICTION= 679 BACKFILL 680 SP FOOTING&S.K.= 0 STEM 800 FOOTING 200 TOTAL 679 KEY 0 SLIDING FOS= 0.80 NG TOTAL 1680 OK WITH SLAB BEARING LOADS MAX. 1090 OK MIN. 840 E— OK MOMENTS AND SHEARS MAX.WALL MOMENT= 1162 LB-FT FOOTING MOMENT= 1090 LB-FT REINFORCED CONCRETE/MASONRY DESIGN -ALTERNATE METHOD Sheet of ZENOVIC AND ASSOCIATES Job No. 14248 301 EAST 6TH STREET SUITE#1 10/6/2014 Port Angeles,WA 98362 MATERIAL PROPERTIES: (Only for Normal Wt Concrete/Masonry without inspection) MATERIAL; c (C or M) fm/fc= ;` 2500 psi Fs= as ksi E= 2880952 psi n= 10.1 MEMBER# DESCRIPTION: g _L ST6 ,. --� LOCATION: WALL SPACING(in) b= 12 in REINFORCING: SIZE: 4 d= 5.69 in NO. BARS: 0.7� 16 As= 0.15 APPLIED MOMENT: 1.162 k-ft Design Moment= 13943.0604 Ib-in Stress Level:: DESIGN CONSTAN p= 0.002198 k= 0.188341 j= 0.93722 STRESSES: fm/fc= 407.0 psi Fm/Fc= 1125 psi OK fs= 17.4 ksi Fs= 20 ksi OK MEMBER#' _ DESCRIPTION: '8'WALL CTINGf_ (� LOCATION: FOOTING SPACING(in) b= 12 ' in REINFORCING: SIZE: d= 4.69 in NO.BARS: a. 16 As= 0.15 APPLIED MOMENT: 1.090 k-ft Design Moment= 13080 Ib-in Stress Level: -100 DESIGN CONSTAN p= 0.002667 k= 0.205014 j= 0.931662 STRESSES: fm/fc= 519.4 psi Fm/Fc= 1125 psi OK fs= 20.0 ksi Fs= 20 ksi OK BRACED RETAINING WALL DESIGN 10/2/2014 ZENOVIC&ASSOCIATES, INC. 301 EAST 6TH STREET SUITE#1 PROJECT: 8'WALL @ FRONT OF HOUSE PORT ANGELES,WA. 98362 CLIENT: GROFF CONSTR-JUNIPER LANE JOB#: 14248 SOIL PROPERTIES DENSITY= 120 PCF INTERNAL FRIC.ANGLE(:p)- 33 DEG. COEF. FRICTION= 0.4 X DL AT REST PRES. COEFF.(ko)= 0.46 BEARING CAPACITY= 1500 PSF PASSIVE COEFF.(kp)= 3.4 AT REST SP= 55 PCF ACTIVE COEFF.(ka)= 0.29 PASSIVE SP= 407 PCF FAILURE PLANE(cc)= 61.5 DEG. ACTIVE SP= 35 PCF DESIGN FOR ACTIVE(A)OR AT REST(0)SOIL PRESSURE? A SURCHARGE LOADS UNIFORM 0 PSF Rq= 0 PLF POINT 0 P DISTANCE(x) 0 FT Rq= 0 PLF LINE 0 PLF DISTANCE(x) 0 FT Rq= 0 PLF . CONCRETE PROPERTIES WALL DIMENSIONS H STEM HEIGHT= 8 FT Hl RETAINED EARTH = 7.5 FT DENSITY= 150 PCF T STEM THICKNESS = 8 IN FOOTING DIMENSIONS A LENGTH OF TOE= 10 IN F KEY DEPTH = 0 IN B LENGTH OF HEEL= 10 IN G KEY WIDTH = 0 IN C TOTAL WIDTH= 281N H HEEL TO KEY= 0 IN D THICKNESS = 12 IN E FOOTING DEPTH = 0 IN DENSITY= 150 PCFid ADDITIONAL GRAVITY LOADS TO WALL �1 MINIMUM VERTICAL LOAD TO WALL= 0 PLF ' MAXIMUM VERTICAL LOAD TO WALL= 1730 PLF ?1w�, r i LATERAL FORCES REACTIONS BASE FORCE= 995 TOP= 332 LOOR ATTACHMENT SURCHAGE FORCE= 0 BOTTOM= 663 SLIDING FORCE DEAD LOADS SLIDING: COMPONENI WT FRICTION= 768 BACKFILL 750 SP FOOTING&S.K.= 0 STEM 800 FOOTING 350 TOTAL 768 KEY 0 SLIDING FOS = 1.16 NG TOTAL 1900 OK WITH SLAB BEARING LOADS MAX. 1556 <— OK MIN. 814 OK MOMENTS AND SHEARS MAX.WALL MOMENT= 1162 LB-FT FOOTING MOMENT= 2766 LB-FT REINFORCED CONCRETE/MASONRY DESIGN -ALTERNATE METHOD Sheet of ZENOVIC AND ASSOCIATES Job No. 14248 301 EAST 6TH STREET SUITE#1 10/2/2014 Port Angeles,WA 98362 MATERIAL PROPERTIES: (Only for Normal Wt Concrete/Masonry without inspection) MATERIAL, c (C or M) fm/fc= 2500 psi Fs= 40 ksi E= 2880952 psi n= 10.1 MEMBER#' DESCRIPTION: 8'WALL STEEL _ LOCATION: WALL _ _ SPACING(in) b= '- 12 in REINFORCING: SIZE: 4 d = 5.69 in NO.BARS: 1 12 As= 0.20 APPLIED MOMENT: 1.162 k-ft Design Moment= 13943.0604 Ib-in Stress Level:` j070- DESIGN CONSTAN p= 0.00293 k= 0.21357 j= 0.92881 STRESSES: fm/fc= 362.2 psi Fm/Fc= 1125 psi OK fs= 13.2 ksi Fs= 20 ksi OK MEMBER# DESCRIPTION: 8'WALL FOOTING STEEL LOCATION: FOOTING _ __ SPACING(in) b= fit in REINFORCING: SIZE: 4 d= 8.69 in NO. BARS: . 12 As= 0.20 APPLIED MOMENT: 2.766 k-ft Design Moment= 33188.5714 Ib-in Stress Level: 100% DESIGN CONSTAN p= 0.001918 k= 0.17731 j= 0.940897 STRESSES: fm/fc= 439.3 psi Fm/Fc= 1125 psi OK fs= 20.3 ksi Fs= 20 ksi OK 40 T B A e r, 1. � T d 1 , \ W.', C H RETAINING WALL DESIGN 10/2/2014 ZENOVIC&ASSOCIATES, INC. 301 EAST 6TH STREET SUITE#1 PROJECT: 8'RET.WALL PORT ANGELES,WA. 98362 CLIENT: GROFF CONSTR-JUNIPER LANE JOB#: 14248 SOIL PROPERTIES DENSITY= 120 PCF WIDTH INCREASE= 0% PER FT COEF. FRICTION= 0.3 X DL DEPTH INCREASE= 0% PER FT BEARING CAPACITY= 1500 PSF ACTIVE SP= 35 PCF PASSIVE SP= 150 PCF(DEPTH FROM TOP OF WALL FOR KEY) WALL TYPE: WALL DIMENSIONS H STEM HEIGHT= 8 FT H1 RETAINED EARTH= 7.5 FT DENSITY= 150 PCF T STEM THICKNESS= 8 IN FOOTING DIMENSIONS A LENGTH OF TOE= 18 IN F KEY DEPTH = 0 IN B LENGTH OF HEEL= 18 IN G KEY WIDTH= 0 IN C TOTAL WIDTH = 44 IN H HEEL TO KEY= 0 IN D THICKNESS= 8 IN E FOOTING DEPTH= 8 IN DENSITY= 150 PCF INCREASE FOR DEPTH= 0 PSF INCREASE FOR WIDTH = 0 PSF MAXIMUM SOIL BEARING CAPACITY= 1500 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL= 0 PLF MAXIMUM VERTICAL LOAD TO WALL= 400 PLF CRITICAL CONDITION= 2 (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN COMPONENI WT X WX OTM= 3177.249 BACKFILL 1350 2.92 3938 RM = 6810 STEM 800 1.83 1467 FOOTING 367 1.83 672 FOS = 2.14 F OK KEY 01 3.67 1 0 OTHER 4001 1.831 733 TOTAL 1 29171 1 6810 1 e= 0.587914 FT BEARING LENGTH= 3.67 MAXIMUM SP= 1561 <_ OK SLIDING: MINIMUM SP= 30 FRICTION= 875 SP FOOTING&S.K.= 33 LATERAL FORCE= 1167 TOTAL 908 SLIDING FOS= 0.78 +_ NG ok with slab MOMENTS AND SHEARS WALLL: H V M FOOTING MOMENTS: 0.0 984 2461 TOE(BOT STL)= 1756 LB-FT 1.9 738 1038 HEEL(TOP STL)= 979 LB-FT 3.8 492 308 5.6 246 38 7.5 01 0 REINFORCED CONCRETEIMASONRY DESIGN-ALTERNATE METHOD Sheet of_ ZENOVIC AND ASSOCIATES Job No. 14248 301 EAST 6TH STREET SUITE#1 10/8/2014 Port Angeles,WA 98362 MATERIAL PROPERTIES: (Only for Normal Wt Concrete/Masonry without inspection) MATERIAL' (C or M) Pm/Pc= ` 2500 psi Fs= 40 ksi E= 2880952 psi n= 10.1 MEMBER# f DESCRIPTION: 8 WALLATBASE -I LOCATION: 0 FT SPACING(in) b= 12 in REINFORCING: SIZE: 5 d= 5.69 in NO.BARS: 1 12 As= 0.31 APPLIED MOMENT: 2.461 k-ft Design Moment= 29531.25 Ib-in Stress Level: DESIGN CONSTAN p= 0.004542 k= 0.257017 j= 0.9143276 STRESSES: fm/fc= 647.5 psi Fm/Fc= 1125 psi OK fs= 18.3 ksi Fs-= 20 ksi OK MEMBER# DESCRIPTION: g WALL @ LOCATION: 22.5 in SPACING(in) b= 12 in REINFORCING: SIZE: s d= 5.69 in NO.BARS: 0.5 24 As= 0.16 APPLIED MOMENT: 1.038 k-ft Design Moment= 12458.4961 Ib-in Stress Level loo°h DESIGN CONSTAN p= 0.002271 k= 0.191087 j= 0.9363045 STRESSES: fm/fc= 358.8 psi Fm/Fc= 1125 psi OK fs= 15.1 ksi Fs= 20 ksi OK MEMBER# I _ DESCRIPTION: F WALL FOOTING LOCATION: HEEL(TOP STL)= SPACING(in) in REINFORCING: SIZE: 5 d= 5.69 in NO.BARS: _ 1 12 As= 0.31 APPLIED MOMENT: 0.979 k-ft Design Moment= 11742.3735 Ib-in Stress Level 100%_ DESIGN CONSTAN p= 0.004542 k= 0.257017 j= 0.9143276 STRESSES: fm/fc= 257.5 psi Fm/Fc= 1125 psi OK is= 7.3 ksi Fs= 20 ksi OK MEMBER# _ DESCRIPTION:gAkLI LOCATION: TOE(BOT STL)_ SPACING(in) b= 1 in REINFORCING: SIZE: ��51::]d= 4.69 in NO.BARS: 1 12 As= 0.31 APPLIED MOMENT: 1.76 k-ft Design Moment= 21069.6462 Ib-in Stress Level:'„v� DESIGN CONSTAN P= 0.005511 k= 0.278076 j= 0.9073079 STRESSES: fm/fc= 633.4 psi Fm/Fc= 1125 psi OK fs= 16.0 ksi Fs= 20 ksi OK RETAINING WALL DESIGN 10/2/2014 ZENOVIC&ASSOCIATES, INC. 301 EAST 6TH STREET SUITE#1 PROJECT: 6'RET.WALL PORT ANGELES,WA. 98362 CLIENT: GROFF CONSTR-JUNIPER LANE JOB#: 14248 SOIL PROPERTIES DENSITY= 120 PCF WIDTH INCREASE= 0% PER FT COEF. FRICTION= 0.3 X DL DEPTH INCREASE= 0% PER FT BEARING CAPACITY= 1500 PSF ACTIVE SP= 35 PCF PASSIVE SP= 150 PCF(DEPTH FROM TOP OF WALL FOR KEY) WALL TYPE: WALL DIMENSIONS H STEM HEIGHT= 6 FT H1 RETAINED EARTH= 5.5 FT DENSITY= 150 PCF T STEM THICKNESS= 8 IN FOOTING DIMENSIONS A LENGTH OF TOE= 14 IN F KEY DEPTH= 0 IN B LENGTH OF HEEL= 14 IN G KEY WIDTH= 0 IN C TOTAL WIDTH= 36 IN H HEEL TO KEY= 0 IN D THICKNESS= 8 IN E FOOTING DEPTH= 8 IN DENSITY= 150 PCF INCREASE FOR DEPTH = 0 PSF INCREASE FOR WIDTH = 0 PSF MAXIMUM SOIL BEARING CAPACITY= 1500 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL= 0 PLF MAXIMUM VERTICAL LOAD TO WALL= 1730 PLF CRITICAL CONDITION= 2 (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN COMPONENI WT X WX OTM= 1367.944 BACKFILL 770 2.42 1861 RM = 5806 STEM 600 1.50 900 FOOTING 300 1.50 450 FOS = 4.24 F- OK KEY 01 3.00 10 OTHER 17301 1.50 2595 TOTAL 3400 5806 e= 0.194738 FT BEARING LENGTH= 3.00 MAXIMUM SP= 1575 OK SLIDING: MINIMUM SP= 692 FRICTION= 1020 SP FOOTING&S.K.= 33 LATERAL FORCE= 665 TOTAL 1053 SLIDING FOS= 1.58 OK ok with slab MOMENTS AND SHEARS WALLL: H V M FOOTING MOMENTS: 0.0 529 971 TOE(BOT STL)= 1072 LB-FT 1.4 397 409 HEEL(TOP STL)_ -22 LB-FT 2.8 265 121 4.1 1 132 15 5.51 01 0 REINFORCED CONCRETE/MASONRY DESIGN-ALTERNATE METHOD Sheet of ZENOVIC AND ASSOCIATES Job No. 14248 301 EAST 6TH STREET SUITE#1 10/2/2014 Port Angeles,WA 98362 MATERIAL PROPERTIES: (Only for Normal Wt Concrete I Masonry without inspection) fm/fc MATERIAL, (C or M) Pm/Pc= ' 2500 psi Fs= 40_ ksi E= 2880952 psi n= 10.1 MEMBER# DESCRIPTION: 6'WALL AT BASE LOCATION: 0 FT SPACING(in) b= 12 in REINFORCING: SIZE: 4 d= 5.69 in NO.BARS: 0.75 16 As= 0.15 APPLIED MOMENT: 0.971 k-ft Design Moment= 11646.25 Ib-in Stress Level: _-1W-1 DESIGN CONSTAN p= 0.002198 k= 0.188341 j= 0.9372196 STRESSES: fm/fc= 339.9 psi Fm/Fc= 1125 psi OK fs= 14.6 ksi Fs= 20 ksi OK MEMBER# DESCRIPTION: §;WALL LOCATION: 16.5 in SPACING(in) b= i2 n] in REINFORCING: SIZE: 4 d= 5.69 in NO.BARS: _ 32 As= 0.08 APPLIED MOMENT: 0.409 k-ft Design Moment= 4913.26172 Ib-in Stress Level:_100°k DESIGN CONSTAN P= 0.001099 k= 0.137718 j= 0.9540939 STRESSES: fm/fc= 192.7 psi Fm/Fc= 1125 psi OK Is= 12.1 ksi Fs= 20 ksi OK MEMBER# DESCRIPTION: 6_watL F4oTING _ __ LOCATION: HEEL(TOP STL)= SPACING(in) b= _ti ___j in REINFORCING: SIZE: 4 d= 5.69 in NO.BARS: 0.75 16 As= 0.15 APPLIED MOMENT: -0.022 k-ft Design Moment= -260.7326 Ib-in Stress Level_ 100%-1 DESIGN CONSTAN p= 0.002198 k= 0.188341 j= 0.9372196 STRESSES: fm/fc= -7.6 psi Fm/Fc= 1125 psi OK Is= -0.3 ksi Fs= 20 ksi OK MEMBER#. DESCRIPTION: 6'WALL FOOTING_�� LOCATION: TOE(BOT STL)_ SPACING(in) b= _12 �� in REINFORCING: SIZE: 4 d= 4.69 in NO.BARS: Ar78 16 As= 0.15 APPLIED MOMENT: 1.07 k-ft Design Moment= 12860.3785 Ib-in Stress Level 10096 DESIGN CONSTAN p= 0.002667 k= 0.205014 j= 0.9316621 STRESSES: fm/fc= 510.7 psi Fm I Fc= 1125 psi OK ft= 19.6 ksi Fs= 20 ksi OK RETAINING WALL DESIGN 10/2/2014 ZENOVIC&ASSOCIATES, INC. 301 EAST 6TH STREET SUITE#1 PROJECT: 4'RET.WALL PORT ANGELES,WA. 98362 CLIENT: GROFF CONSTR-JUNIPER LANE JOB#: 14248 SOIL PROPERTIES DENSITY= 120 PCF WIDTH INCREASE= 0% PER FT COEF. FRICTION= 0.3 X DL DEPTH INCREASE= 0% PER FT BEARING CAPACITY= 1500 PSF ACTIVE SP= 35 PCF PASSIVE SP= 150 PCF(DEPTH FROM TOP OF WALL FOR KEY) WALL TYPE: WALL DIMENSIONS H STEM HEIGHT= 4 FT H1 RETAINED EARTH= 3.5 FT DENSITY= 150 PCF T STEM THICKNESS= 8 IN FOOTING DIMENSIONS A LENGTH OF TOE= 10 IN F KEY DEPTH= 0 IN B LENGTH OF HEEL= 10 IN G KEY WIDTH= 0 IN C TOTAL WIDTH= 28 IN H HEEL TO KEY= 0 IN D THICKNESS= 8 IN E FOOTING DEPTH = 8 IN DENSITY= 150 PCF INCREASE FOR DEPTH= 0 PSF INCREASE FOR WIDTH = 0 PSF MAXIMUM SOIL BEARING CAPACITY= 1500 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL= 0 PLF MAXIMUM VERTICAL LOAD TO WALL= 1730 PLF CRITICAL CONDITION= 2 (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN COMPONENI WT X WX OTM= 421.9715 BACKFILL 350 1.92 671 RM= 3428 STEM 400 1.17 467 FOOTING 233 1.17 272 FOS = 8.12 <-- OK KEY 0 2.33 0 OTHER 11361 1.171 2018 TOTAL 2713 3428 e= 0.058773 FT BEARING LENGTH= 2.33 MAXIMUM SP= 1339 OK SLIDING: MINIMUM SP= 987 FRICTION= 814 SP FOOTING&S.K.= 33 LATERAL FORCE= 304 TOTAL 847 SLIDING FOS = 2.79 F- OK ok with slab MOMENTS AND SHEARS WALLL: H V M FOOTING MOMENTS: 0.0 214 250 TOE(BOT STL)= 465 LB-FT 0.9 161 106 HEEL(TOP STL)_ -197 LB-FT 1.8 107 31 2.6 1 54 4 3.5 0 0 REINFORCED CONCRETEWASONRY DESIGN-ALTERNATE METHOD Sheet of ZENOVIC AND ASSOCIATES Job No. 14248 301 EAST 6TH STREET SUITE#1 10/2/2014 Port Angeles,WA 98362 MATERIAL PROPERTIES: (Only for Normal Wt Concrete f Masonry without inspection) MATERIAL psi or M) Pm I fc= 2500 psi Fs= 40 ksi E= 2880952 psi n= 10.1 EMBER#, DESCRIPTION: WWALL ATBASS 1 LOCATION: 0 FT SPACING(in) b= Y2]in REINFORCING: SIZE: 4 d= 5.69 in NO.BARS: ___ 0.5 24 As= 0.10 APPLIED MOMENT: 0.250 k-ft Design Moment= 300125 Ib-in Stress Level: DESIGN CONSTAN p= 0.001465 k= 0.157063 j= 0.9476456 STRESSES: fm/fc= 103.9 psi Fm/Fc= 1125 psi OK is= 5.6 ksi Fs= 20 ksi OK MEMBER# DESCRIPTION: iVAtL ,.,,__T. LOCATION: 10.5 in SPACING(in) b= i2 in REINFORCING: SIZE: d= 5.69 in NO.BARS: ® _ 48 As= 0.05 APPLIED MOMENT: 0.106 k-ft Design Moment= 1266.15234 Ib-in Stress Level DESIGN CONSTAN p= 0.000733 k= 0.114093 j= 0.9619691 STRESSES: fm/fc= 59.4 psi Fm/Fc= 1125 psi OK is= 4.6 ksi Fs= 20 ksi OK MEMBER DESCRIPTION: ALWF,44_L70T1 --1�_ -� LOCATION: HEEL(TOP STL)_ SPACING(in) b= in REINFORCING: SIZE: 4 d= 5.69 in NO.BARS: 6 __ 24 As= 0.10 APPLIED MOMENT: -0.197 k-ft Design Moment= -2362.9712 Ib-in Stress Level DESIGN CONSTAN p= 0.001465 k= 0.157063 j= 0.9476456 STRESSES: fm/fc= -81.8 psi Fm/Fc= 1125 psi OK is= -4.4 ksi Fs= 20 ksi OK MEMBER#' DESCRIPTION: '4at41ALL F LOCATION: TOE(BOT STL)_ SPACING(in) b= 12 in REINFORCING: SIZE: d= 4.69 in NO.BARS: 0:5 24 As= 0.10 APPLIED MOMENT: 0.46 k-ft Design Moment= 5577.50496 Ib-in Stress Level: DESIGN CONSTAN p= 0.001778 k= 0.171373 j= 0.9428757 STRESSES: fm/fc= 261.8 psi Fm/Fc= 1125 psi OK is= 12.6 ksi Fs= 20 ksi OK