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Home My WebLink About3116 Grants View Lane Address: 3116 Grants View Lane PREPARED 5/03/16, 12:27:24 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/03/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 3116 GRANTS VIEW LN SUBDIV: CONTRACTOR R AND M BUILDERS PHONE (949) 350-5438 OWNER MONICA D QUEVEDO / RAY J VEIHL PHONE (949) 350-5438 PARCEL 06-30-15-5-1-2828-0000- APPL NUMBER: 14-00001253 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT. BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLI 01 12/29/14 PB BLDG FOUNDATION FOOTING 1/20/15 AP December 29, 2014 8:47:49 AM pbarthol. Tommy 477-0778 January 20, 2015 10:21:34 AM pbarthol. BLFO 01 1/05/15 JLL BLDG FOUNDATION 1/05/15 AP January 5, 2015 10:18:24 AM jlierly. ray/danny 417-7315 January 5, 2015 3:58:10 PM jlierly. EFF 01 4/14/15 JLL BLDG FLOOR FRAMING 4/14/15 AP April 13, 2015 10:04:45 AM jlierly. ray April 14, 2015 4:54:07 PM jlierly. BL9 01 5/01/15 JLL BLDG SHEARWALL 5/01/15 DA May 1, 2015 8:32:36 AM jlierly. ray 949 350 5438 May 1, 2015 4:41:46 PM jlierly. Fill octogone shape room wall joints with something solid to nail and or strap and tie walls together better/ mech fastner in area where sheathing doesnt tie structure to mud sill/ renail over driven nails and use caution not to split studs or plates/jll BL9 02 5/13/15 JLL BLDG SHEARWALL 5/13/15 AP May 13, 2015 8:42:20 AM jlierly. ray 949-350-5438 May 13, 2015 4:01:31 PM jlierly. BAIR 01 6/09/15 JLL BLDG AIR SEAL 6/09/15 AP June 9, 2015 9:12:04 AM jlierly. ray June 9, 2015 4:50:18 PM jlierly. BL3 01 6/09/15 JLL BLDG FRAMING 6/09/15 AP June 9, 2015 9:12:26 AM jlierly. ray June 9, 2015 4:50:18 PM jlierly. BLI 01 6/12/15 JLL BLDG INSULATION 6/12/15 AP June 12, 2015 9:29:16 AM jlierly. Ray 949-350-5438 June 12, 2015 4:03:10 PM jlierly. BL6 01 9/14/15 JLL BLDG POST/COLUMN FTG 9/15/15 AP September 14, 2015 10:04:51 AM jlierly. Ray 949-350-5438 September 15, 2015 10:15:58 AM jlierly. PW99 01 11/12/15 RV PUBLIC WORKS FINAL 11/12/15 AP November 12, 2015 1:07:47 PM rvess. November 12, 2015 1:08:07 PM rvess. BL99 01 5.�O- BLDG FINAL �1_Y�16 - z TAk May 3, 2016 12:04:42 PM pbarthol. ---------- -- - ----------------------------------------------------------------------- ME PERNI'l 00 ME PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 5/03/16, 12:27:24 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/03/16 ------------------------------7----------------------------------------------------------------- ADDRESS . : 3116 GRANTS VIEW LN SUBDIV: CONTRACTOR R AND M BUILDERS PHONE (949) 350-5438 OWNER MONICA D QUEVEDO / RAY J VEIHL PHONE (949) 350-5438 PARCEL 06-30-15-5-1-2828-0000- APPI, NUMBER: 14-00001253 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 0 5/0 / JLL MECHANICAL FINAL 416 May 3, 2016 12:18:41 PM pbarthol. Ray 949-350-5438 ----------- --------------------------- .............................................. PEMMIT: PL 00 PLUMBING PEaZMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 6/04/15 JLL PLUMBING ROUGH-IN 6/04/15 AP June 4, 2015 9:27:59 AM jlierly. Ray 949-350-5438 June 4, 2015 4:56:25 PM jlierly. PL99 01 JLL PLUMBING FINAL May 3, 2016 12:19:29 PM pbarthol. --------- --- - -- ------ COMMENTS AND NOTES -------------------------------------- 3 � � G (- I,--,t5 V k, e-,.I- L-;� I PREPARED 5/01/15, 8:33:16 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/01/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 3116 GRANTS VIEW LN SUBDIV: CONTRACTOR R AND M BUILDERS PHONE (949) 350-5438 OWNER MONICA D QUEVEDO / RAY J VEIHL PHONE (949) 350-5438 PARCEL 06-30-15-5-1-2828-0000- APPI, NUMBER: 14-00001253 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAY REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLI 01 12/29/14 PB BLDG FOUNDATION FOOTING 1/20/15 AP December 29, 2014 8:47:49 AM pbarthol. Tommy 477-0778 January 20, 2015 10:21:34 AM pbarthol. BLFO 01 1/05/15 JLL BLDG FOUNDATION 1/05/15 AP January 5, 2015 10:18:24 AM jlierly. ray/danny 417-7315 January 5, 2015 3:58:10 PM jlierly. BFF 01 4/14/15 JLL BLDG FLOOR FRAMING 4/14/15 AP April 13, 2015 10:04:45 AM jlierly. ray April 14, 2015 4:54:07 PM jlierly. BL9 01 5/01/15 BLDG SHEARWALL Dk May 1, 2015 8:32:36 AM jlierly. ray 949 350 5438 -------------------------------------- COMMENTS AND NOTES -------------------------------------- e L-- 1A (coo CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001253 Date 12/08/14 Application pin number . . . 695967 Property Address . . . . . . 3116 GRANTS VIEW LN ASSESSOR PARCEL NUMBER: 06-30-15-5-1-2828-0000- 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 . . . . 193130 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 2851 sq ft SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MONICA D QUEVEDO / RAY J VEIHL R AND M BUILDERS 1541 TAYLOR CUTOFF RD 1541 TAYLOR CUTOFF RD SEQUIM WA 98382 PORT ANGELES WA 98362 (949) 350-5438 (949) 350-5438 ------------------------------- --- ------ ------------ Permit . . . . . . BUILDING-PERMIT--RESIDENTIAL---------------------- Additional desc 2851 SQ FR SFR Permit Fee . . . . 1546.65 Plan Check Fee 1005.32 Issue Date . . . . 12/08/14 Valuation . . . . 193130 Expiration Date 6/06/15 Qty Unit Charge Per Extension BASE FEE 1020.25 94.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 526.40 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHICAL Permit Fee . . . . 104.45 Plan Check Fee .00 Issue Date . . . . 12/08/14 Valuation . . . . 0 Expiration Date . . 6/06/15 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 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc SFR PLUMBING Permit Fee 191.00 Plan Check Fee .00 Issue Date . . . . 12/08/14 Valuation . . . . 0 Expiration Date 6/06/15 Qty Unit Charge Per Extension BASE FEE 50.00 11.00 7.0000 EA PL-PLUMBING TRAP 77.00 .1.00 7.0000 EA PL-WATER LINE 7.00 5.00 7.0000 EA PL-DRAIN VENT PIPING 35.00 1.00 15.0000 EA PL-SEWER LINE 15.00 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. _XA ),Q-q I-T Vr,, Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) L 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 BacklFlow/Water FINAL Date Accepted by 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 Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet I Chimney Commercial Hood I Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 I Planning 417-47 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION w7 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001253 Date 12/08/14 Application pin number . . . 6959G7 Qty Unit Charge Per Extension REPORT SALES TAX 1.00 7.0000 EA PL-WATER HEATER 7.00 on your state excise tax form ------- ----- --- -------- -----Special-Notes-and-Comments---------------------------------------------- to the City of Port Angeles October 28, 2014 12:25:10 PM rbecker. (Location Code 0502) Are you installing a heat pump. If you are is it being supplied by City water. If it is you will need to install a double check valve assembly. If you have any questions call Ron Becker at 360-417-4886, Fax: 360-452-4972, or E-mail: rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. October 22, 2014 4:50:00 PM sroberds. The proposal will result in a new sfr in the RS-7 for total lot cov of 12% and site cov of 13%. The property will require an engineered wall due to a steep slope. No other land use issues are anticipated. October 28, 2014 1:09:23 PM banders. OK 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 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Construct driveway to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom 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 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 BIdgs.) PLUMBING: Under Floor I Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow I Water FINAL Date Accepted by 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 Pump/Furnace I FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 1 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 3 21 EAST 5TH STREET, PORT ANGELES,WA 983 62 Page 3 Application Number . . . . . 14-00001253 Date 12/08/14 Application pin number . . . 695967 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments finish only. An inspection by Public Works Engineering is on your state excise tax form required prior to pouring concrete. Public Works inspection to the City of Port Angeles request line 417-4831. ----------------------------------------------------------------------------- (Location Code 0502) Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1842.10 1842.10 .00 .00 Plan Check Total 1005.32 1005.32 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 8141.92 8141.92 .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 by 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 Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 I Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit ?ORT4*,,, CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001253 Date 12/08/14 Application pin number . . . 695967 Property Address . . .. . . . 3116 GRANTS VIEW LN ASSESSOR PARCEL NUMBER: 06-30-15-5-1-2828-0000- 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 . . . . 193130 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 2851 sq ft SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MONICA D QUEVEDO / RAY J VEIHL R AND M BUILDERS 1541 TAYLOR CUTOFF RD 1541 TAYLOR CUTOFF RD SEQUIM WA 98382 PORT ANGELES WA 98362 (949) 350-5438 (949) 350-5438 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc Permit Fee 180.00 Plan Check Fee .00 Issue Date . . . . 12/08/14 Valuation . . . . 0 Expiration Date . , 6/06/15 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- .Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 5/811 DROP IN METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 12/08/14 Valuation . . . . 193130 Expiration Date . . 6/06/15 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 . . . . 12/08/14 Valuation . . . . 193130 Expiration Date 6/06/15 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments October 28, 2014 12:25:10 PM rbecker. Are you installing a heat pump. If you are is it being supplied by City water. If it is you will need to install a double check valve assembly. If you have any questions call Ron Becker at 360-417-4886, Fax: 360-452-4972, or E-mail: rbecker@cityofpa.us 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 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 Q�,� "'5A )c Wignature o?ctractor 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 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. 4174750 PLANNING DEPT. BUILDING 417- BUILDING 4815 T:Forms/Building Division/Public Works Penmit "�0,p0RT4,,Q* CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001253 Date 12/08/14 Application pin number . . . 695967 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments Address numbers shall be plainly visible from the street. on your state excise tax form Address numbers shall be a minimum of six inches high and be to the City of Port Angeles of contrasting color from the background. October 22, 2014 4:50:00 PM sroberds. (Location Code 0502) The proposal will result in a new sfr in the RS-7 for total lot cov of 12% and site cov of 13W. The property will require an engineered wall due to a steep slope. No other land use issues are anticipated. October 28, 2014 1:09:23 PM banders. OK 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 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Construct driveway to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831. ---------------------------------------------------------------------------- Other Fees . . . . . . I RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER.SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 4174831 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. 4174750 PLANNING DEPT. BUILDING 47- BUILDING 4815 T:Forms/Building Division/Public Works Pern-dt CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00001253 Date 12/08/14 Application pin number . . . 695967 ----------------- ---------- ---------- ---------- ---------- REPORT SALES TAX Permit Fee Total 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 on your state excise tax form Other Fee Total 5294.50 5294.50 .00 .00 to the City of Port Angeles Grand Total 6044.50 6044.50 .00 .00 (Location Code 0502) Separate Permits are required 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 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/Plublic Works Pem* PERMIT INSPECTION RECORD CALL 4174831 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. 4174750 PLANNING DEPT. BUILDING 4'17- BUILDING 4815 T:Forms/Building Division/Public Works Perrnit THE For City Use CITY F 0 n W. - I Permit# W A S H I N G T 0 N. U. S. 32 1 E 51h Street Date Received: /0 ate Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cityo[paus BUILDING PERMIT PP ICATION r) k..V1— I, ic� ProjectAddress: '25A(,- �,�L-5 41 E,.j L_,i Phone: PrimaFy Contact:"-Q- Email: Qm?m.' lk� prn Name 0 Phone 9A -5 f lag Property Mailing Addres" Emal Owner Lgl- k7ulg Sm &"(A� goo qn City State Y zip9m sEcmm \N q Name Phone nAW)f- As Contractor Address Email Information C ity State Zip Contractor License# P Exp.Date: 0-c- 'L I D,- Legal Description: Zoning: Tax Parcel# Project Value: (materialipad labor) $:L8an]�� Residential Commercial 11 Industrial 11 Public 11 Permit Demolition Fire 11 Repair 1:1 Reroof(tear off/lay over) 11 Classification For the following,fill out both pages of permift application: (check New Construction-1K Exterior Remodel 11 Addition 0 Tenant Improvement 1:1 appropriate) Mechanical 1:1 Plumbing 0 Other 11 Will a fire sprinkler system be installed Irrigation S st m? Proposed Bathrooms Proposed Bedrooms or modified? Yes 13 No -M:� Yes E3 No Project Description Is project in a Flood Zone: Yes 0 NcZk Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 1 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 Aees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Print Name (J Date Signature' �Al Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor Second Floor vjm Covered Deck/Porch/Entry 00 1 Z- cc) Deck(over 30"or 2"floor) 1-740 Garage Sol TA KOCO(Z- /ff /Z-0 Carport Other(describe) Area Totals t Commercial Struc Wes oposed 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 Lo.t Size (sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage lot size) Site Coverage(Sq Ft of all impervious) 1591 %of Site Coverage(total site coverage+lot size) 0/0 Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler y ts I Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan MICA0 # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # I repair/alt ration 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 16,, # Ventilation System # 0� Forced Air Unit I- I i Plumbing Fixtures Indicate how many of each type of flxtu e 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 777, j7_ 'CIVX:�f�"GMRING 'SUR IAND VEYING ' N-v o",v"t,C --Rfe -a I A CITYOF PORT ANGELES 301 East 6th Street,Suite I L__j & ASSOCIATES PUBLIC WORKS Port Angeles,Washington 98362 I N C 0 R P 0 R A T E D 20ADEC -4 AN 7-: 03 (360)417-0501 Fax(360)417-0514 E-mail:zenovlc@olympus.net December 3, 2014 Mr. Roger Vess City of Port Angeles Department of Public Works 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Retaining wall for R &M Builders—Grants View, Port Angeles, Washington Dear Mr. Vess: This letter is to clarify that I am the engineer of record for the design of the retaining wall noted above. As such, the liability for the wall lies with myself and the contractor. Zenovic &Associates, Inc. will monitor the construction of the wall including inspection of the excavation as well as inspection of the reinforcing steel in the footing and wall. This office will also inspect the backfill and drainage piping behind the wall. As far as construction timing it is acceptable to proceed with construction of the retaining wall during the winter months. The contractor shall control any ground water encountered and route it away from the footing location. Provided the weather patterns remain similar to the current pattern with minimal rainfall events the contractor may begin excavation and construction of the wall. If heavy rain events or winter storms are expected once excavation proceeds, and prior to wall construction, the contractor will be required to stop work and cover the exposed excavation and slope to control runoff and protect the exposed slope to the satisfaction of this office. At a minimum this will require plastic sheeting to be installed and anchored a minimum of 10' upslope of the excavation and shall extend a minimum of 10' past the north edge of the excavation to protect the excavation and the toe of the slope. Once the wall is completed, the contractor shall backfill the toe of the wall and compact the fill prior to backfilling the backside of the wall. The installation of the backfill will be monitored by this office. Inspection reports will be submitted to the City of Port Angeles as construction proceeds. Please note that the inspections will be periodic in nature. Please call me if you have any further questions on this matter. Sincerely, Tracy Gudgel, P.E. Fc: JN 14250 Cc: R & M Builders i0i, F L E 'CA P W E GINEERING N V NFO I 301 East 6th Street,Suite 1 & ASSOCIATES fit-BYED Port Angeles,Washington 98362 CITY OF PORT ANGELES I N C 0 R P 0 R A T E D PUBLIC WORKS (360)417-0501 Fax(360)417-0514 2014-NOY 25 N 12: 00 E-mail:zenovic@olympus.net November 25, 2014 Mr. Roger Vess City of Port Angeles Department of Public Works 321 East Fifth Street Port Angeles, WA 98362 SUBJECT: Retaining wall for R & M Builders—Grants View, Port Angeles, Washington Dear Mr. Vess: This letter is to clarify the surcharge loading used in the design of the concrete retaining wall at Grants View at your office for review. The concrete retaining wall was designed for up to 6' in height using a 2:1 sloping backfill. For your information I used a slightly conservative angle of 30 degrees verses 26.6 degrees for a 2:1 wall. I have attached two design spread sheets, one using a backfill angle of 30 degrees and one without any sloping backfill. As you can see from the spread sheets the sloping backfill changes the active soil pressure from 33 pcf to 53 pcf. This active soil pressure is used in the design of the retaining wall.. For clarification, seismic forces were not used in the design of the retaining wall since it has a maximum backfill height of 6'. Section 1803.5.12 of the 2012 International Building Code requires retaining walls supporting more than 6' of backfill to be designed for earthquake ground motions and thus this design criteria is not necessary for the proposed retaining wall. Please call me if you have any further questions on this matter. Sincerely, Tracy Gudgel, P.E. VJA Fc: JN 14250 Cc: R & M Builders 3,27 77 _Z� RETAINING WALL DESIGN 11/25/2014 ZENOVIC&ASSOCIATES,INC. 301 EAST 6TH STREET SUITE#1 PROJECT: R&M BUILDERS-GRANTS VIEW DRIVE PORT ANGELES,WA. 98362 CLIENT: R&M BUILDERS JOB#: 14250 SOIL PROPERTIES BACKFILL DENSITY 120 PCF EX.FRICTION ANGLE(6)= 23 DEG. COEF.FRICTION 0.40 X DL INT.FRICTION ANGLE 35 DEG. — --j)EG. BEARING CAPACITY= 1500 PSF BACKFILL ANGLE r-30—Off (R)ACTIVE COEFF.(Q: 0.44 TOE(NATIVE) (R)PASSIVE COEFF.(k, 3.39 EX.FRICTION ANGLE 22 DEG. ACTIVE SP 53 INT.FRICTION ANGLE 33 DEG. PASSIVE SP= 407 PCF TOE BACKFILL ANGLE 0.00 DEG. WALL TYPE: '64cf6c," S4vAf Sd/Z- WALL DIMENSIONS H STEM HEIGHT= 6 FT DENSITY 150 PCF HI RETAINED EARTH= 5.5 FT T STEM THICKNESS= 8 IN FOOTING DIMENSIONS F KEY DEPTH= 12 IN A LENGTH OF TOE= 14 IN G KEY WIDTH= 12 IN B LENGTH OF HEEL= 20 IN I HEEL TO KEY 20 IN C TOTAL WIDTH 42 IN D THICKNESS= 12 IN DENSITY 150 PCIF E FOOTING DEPTH 12 IN MAXIMUM SOIL BEARING CAPACITY 1500 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL 0 PLF MAXIMUM VERTICAL LOAD TO WALL 0 PLF CRITICAL CONDITION (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN COMPONEN-1 WT X WX BACKFILL 1100 2.67 2933 STEM 600 1.50 900 FOOTING 525 1.75 919 OTM 2425.742, KEY 150 1.33 200 RM 4952 OTHER 01 1.50 0 ITOTAL 1 2375 1 4952 FOS= 2.04 +- OK e 0.686278 FT SLIDING: FRICTION 960 BEARING LENGTH 3.19 SP FOOTING&S.K.= 814 MAXIMUM SP 1488 OK MINIMUM SP 0 TOTAL 1774 LATERAL FORCE 1120 MOMENTS AND SHEARS SLIDING FOS 1.58 OK FOOTING MOMENTS: TOE(BOT STL)= 1013 LB-FT WALLL:H V M HEEL(TOP STL) 917 LB-FT 0.0 802 1470 KEY 271 LB-FT 1.4 601 620 2.8 401 184 4.1 200 23 5.5 0 0- RETAINING WALL DESIGN 11/25/2014 ZENOVIC&ASSOCIATES,INC. 301 EAST 6TH STREET SUITE#1 PROJECT: R&M BUILDERS-GRANTS VIEW DRIVE PORT ANGELES,WA. 98362 CLIENT: R&M BUILDERS JOB#: 14250 SOIL PROPERTIES BACKFILL DENSITY 120 PCF EX. FRICTION ANGLE(6)= 23 DEG. COEF.FRICTION 0.40 X DL INT.FRICTION ANGLE 35 DEG. BEARING CAPACITY= 1500 PSF BACKFILL ANGLE(ig)= DEG. (R)ACTIVE COEFF.(k,)- 0.27 TOE(NATWE) (R)PASSIVE COEFF.(k, 3 39 EX.FRICTION ANGLE(6)= 22 DEG. ACTIVE SP= INT. FRICTION ANGLE 33 DEG. PASSIVE SP= 407 PCF TOE BACKFILL ANGLE 0.00 DEG. A,,dt-#. A4�td'rs WALL TYPE: ae e4'j'aa WALL DIMENSIONS H STEM HEIGHT= 6 FT DENSITY 150 PCF HI RETAINED EARTH= 5.5 FT T STEM THICKNESS= 8 IN FOOTING DIMENSIONS F KEY DEPTH= 12 IN A LENGTH OF TOE= 14 IN G KEY WIDTH= 12 IN B LENGTH OF HEEL= 20 IN I HEEL TO KEY 20 IN C TOTAL WIDTH 42 IN D THICKNESS= 12 IN DENSITY 150 PCF E FOOTING DEPTH 12 IN MAXIMUM SOIL BEARING CAPACITY 1500 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL 0 PLF MAXIMUM VERTICAL LOAD TO WALL 0 PLF CRITICAL CONDITION= 1 (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN COMPONENI WT x WX BACKFILL 1100 2.67 2933 STEM 600 1.50 900 FOOTING 525 1.75 919 OTM 1488.413 KEY 150 1.33 200 RM= 4952 OTHER 01 1.50 0 ITOTAL 1 2375 1 4952 FOS= 3.33 OK e 0.291612 FT SLIDING: FRICTION 960 BEARING LENGTH 3.50 SP FOOTING&S.K.= 814 MAXIMUM SP 1018 OK MINIMUM SP 339 TOTAL 1774 LATERAL FORCE 687 MOMENTS AND SHEARS SLIDING FOS 2.58 OK FOOTING MOMENTS: TOE(BOT STL)= 693 LB-FT WALLL:H V M HEEL(TOP STL) 445 LB-FT 0.0 492 902 KEY 271 LB-FT 1.4 369 380 2.8 246 113 4.1 123 14 5.5 0 0- 04 U--.z 4 LLJ 2 d > V� 0 LU Lj z w o FD o < < 446 L) LLI < 0 L) LLJ LLJ 44 -7 v) j, 61 PROP('_')SED S.F. 46 0 Q1 2 0' C) 456, 48 cl� 5- (.n z SCALE: 4� 464 1"=20' 0) _Ln 456 DATE: 1011412014 0c) PROPOSED RETAINING FILE: WALL, APPROX. LOC.-. —SITE (SEE A/C2)- JOB NO I:4250 4741'- 14250 476 32777 NAL Scale: 1 2 0' SHEET 0 20' 40' 60' C.1 OF 2 L 8. 12"± TOPSOIL C14 FOR LANDSCAPING 5 00 to Z Cn 2:1 TYP. TOP OF WALL 0 L 0 Z Z '0 <<L;�"I I-Z Of 0 SOIL NOTES 0= < < #4 CONT. AT TOP CL Q- 0 00 C 1. Foundation design is based on: soil bearing NATIVE SOIL OR capacity of 1500 psf with increases per I.B.C. Table COMPACTED STIR. FILL 1804.2. FILTER FABRIC c'5 (TYPAR 3401) 2. All footings except where noted otherwise an 2' plans sholl be set at least 12" into undisturbed earth or certified compacted fill. CLEAR �;: C) 0 #4 0 24" O.C. VERTICAL (WALL HEIGHT>4'-6') D- 3. Any unusual soil conditions such os organic soils, C) C/) X #4 0 48- O.C. VERTICAL (WALL HEIGHT TO 0 cloy pockets or uncertified fills shall be brought to LU the attention of the engineer prior to construction. S: Ll� 00 0 12" O.C. HORIZONTAL CONCRETE NOTES 0 1. Concrete shall be a commercially available tronsit–mix properly cr) DRAINROCK—/ 0 proportioned and delivered to the site in ready–mix trucks. 0 3/ J–BAR SPACING Aggregate size shall be a maximum of 1X" in foundations and 4" P TABLE at all other locations. Slump should not exceed 4". Curing ER compound shall be sprayed on all exposed surfaces immediately 10 after final toweling. 0 4"0 PERFORATED ()o NSTRUCTION JOINT 2. All cement shall conform to the ASTM Standard C-150. All n PERIMETER DRAIN ---CO FG 'd Q)co DAYLIGHT aggregate shall conform to ASTM Standard C-33. All reinforcing U) bars shall conform to ASTM Standard A-615 as follows: cj:�cj:� W #3–#5 Bars and WWM–Grade 40 Q�'. #6 Bars and larger–Grade 60 U- All rebor to be welded shall be ASTM A706 steel. Preheat all bars #7 and larger per AWS D14-92. Preheat not required for bar sizes #6 and smaller. Cy 0,2 LO W U) N 3. Concrete used for basement walls (not exposed to weather), basement slabs, foundations and interior slabs on grade except Z garage slobs shall have a minimum 28–day compressive strength Li of 2500 psi and shall not contain less than 5 sacks of cement in 0 6–#4 CONTINUOUS per cubic yard. SCALE: IN FOOTING AS 4. Concrete used for basement walls, foundation walls, exterior 1"=20' SHOWN walls, porches, carport slabs, garage slabs, steps exposed to DATE: SIDES OF FOOTING TO BE #4 0 24- O.C. weather, and other vertical concrete work exposed to weather shall 1011412014 POURED NEAT AGAINST T TOP AND BOTTOM have a minimum 28–day compressive strength of 3000 psi and UNDISTURBED EARTH OR q 11 shall not contain less than 5–Y2 sacks of cement per cubic yard. FILE: BACKFILLED AND COMPACTED Concrete shall also be air entrained. Total air content (percent by 14250-SITE BOTTOM OF FOOTING TO BE--// #4 0 24- 6' 6' volume) shall not be less than 5% or more than 77. POURED NEAT AGAINST W JOB NO: Pe VARIE\S UNDISTURBED EARTH JVARIES 5. Splices in continuous reinforcement shall lap as noted on the 14250 plans as follows: 6' Grade 40 reinforcing bars: Minimum of 32 bar diameters ('A-� TYPICAL RETAINING WALL SECTION Grade 60 reinforcing bars: Minimum of 48 bar diameters AS 5. Unless shown otherwise, the minimum concrete cover for Scale: NTS reinforcing shall be 3" when placed directly against earth and 2" for all other locations unless specified on the plans. DIMENSIONS AND REINFORCING H TO 4'-0" OVER 4'-0" TO 6'-0" p,32777 L 10" 20" '�GIST 9 C7 W 2'-2- 3'-6- /ONAL V BAR (1) #4 0 24- #4 0 12- D 6 12' T 12" 12" SHEET 1 101. 20" 1. "J" BAR AND VERTICAL WALL REINFORCING MAY C2 BE COMBINED TO SINGLE PIECE AT CONTRACTOR'S OPTION. OF 2 REINFORCED CONCRIETEMASONRY DESIGN-ALTERNATE METHOD Sheet of ZENOVIC AND ASSOCIATES Job No. 14250 301 EAST 6TH STREET SUITE#1 10/11/2014 Port Angeles,WA 98362 MATERIAL PROPERTIES: (Only for Normal Wt Concrete Masonry without inspection) MATERIAL (CorM) fm/fc= psi Fs ksi E 2880952 psi n 10.1 MEMBER# DESCRIPTION: LOCATION: 0 FT SPACING(in) b in REINFORCING: SIZE: WA d 5.69 in NO. BAR 12 As 0.20 APPLIED MOMENT: 1.470 k-ft Design Moment= 17634.9378 lb-in Stress Level: P-W!"TA., DESIGN CONSTAN p= 0.00293 k= 0.21357 0.92881 STRESSES: frn/fc= 458.0 psi Fm/Fc 1125 psi OK fS 16.7 ksi -Fs 20 ksi OK M E M B E R#figa&JA M-1 DESCRIPTION: LOCATION: 16.5 in SPACING(in) b= 61,� in REINFORCING: SIZE: d= 5.69 in NO.BA 24 WHOM, As 0.10 APPLIED MOMENT: 0.620 k-ft Design Moment= 7439.7394 lb-in Stress Level: 111"W11 DESIGN CONSTAN p= 0.001465 k= 0.157063 j= 0.9476456 STRESSES: I'm/fc= 257.5 psi Fm/Fc 1125 psi OK fs 13.8 ksi Fs 20 ksi OK FILE COPY MEMBER#j@*0M DESCRIPTION: LOCATION: HEEL(TOP STQ b in REINFORCING: SIZE- d= 9.69 in NO.BARS: 24 As 0.10 APPLIED MOMENT: 0.917 k-ft Design Moment 11000 lb-in Stress Level: W DESIGN CONSTAN p= 0.00086 k= 0.122967 j= 0.9590109 STRESSES: fm/fc= 165.7 psi Fm/Fc= 1125 psi OK fs 11.8 ksi Fs 20 ksi OK M E M B E R# DESCRIPTION: WROT"M =--w LOCATION: TOE(BOTSTL)= SPACING(in) b H W4 in REINFORCING: SIZE: 10, d= 8.69 in NO. BARS: 24 As 0.10 APPLIED MOMENT: 1.01 k-ft Design Moment 12155.9484 lb-in Stress Level: DESIGN CONSTAN P= 0.000959 k= 0.129343 j= 0.9568855 STRESSES: fm/fc= 216.9 psi Fm/Fc 1125 psi OK fs= 14.6 ksi Fs= 20 ksi OK M E)O I IA)C�ZS 6�ZAN I S \1 I E- 5-TP-UC7-ORAL CACI-3 FO�?- NICM 9ES\,DE&jcC- Loc,: &fZ/AN-TS 8N&eLZ,5 1- '114 (�D 130r-iPH, SC LSMIC,- D I Psf S? �500 PSF 7-71 cl IND F-Lor.)(z UNID LONCAN(o 39 ,J)"�z., r-LO(DR- LINE-�P t,we -Trz13 0, -7rZ-I.f3 A,7--f-2 ? p q,5-1 --24 &6 q_S(q,-'�,T lq-)-9 -7,4/i L T -7 FILE COPY cl- OC,4, 2D + M 13UILDEWS- &P-AN-Cs vjE�W M Al N FLOO'r -TW-45 7.Pt)- -�INEO L 1,14 F, :-Tf Z'2 2 4-2-,Z.34 z'El 2 t iz-o ly LA, ---------- :6E,�SKC LCA-CAN& D F�C� AN, G. 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UPLAF 7---GONW PL CU p -OPUF-T� �35'Z2.97-cct(ZI.b) z�2!FixbPLF -Top, AFZ-A D-CC)Z, H-D- P-- N,I- "ALL T F-4 - -009 T�W-/ 7PO F 3/1-!' ':z��V4 6'�6 - Is L Hr �/-z E-� 'AT7ACft-CD CXLLS. X L Pei_ cALc6 2-:e� LA V�\t-�6 ?-�QDM- D cj+f �s LC FL�AStjr �A � oc:��Wy � ,VL X/ 7 �,w D FLL CA. 1-2 CAM-T Of D c <,u Pp(:)fZ-T �0- LL�40 DLr5�-b+� 4i DDI-LA M.Mokx 5�Clok-I 7b?)-4-ini, A MecaWind Pro v2 . 2 . 5 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.co Date 10/9/2014 Project No. 14250 Company Name ZENOVIC & ASSOCIATES Designed By MRS Address 301 EAST 6TH STREET, SUITE I Description STR. FOR S.F.R. City PORT ANGELES Customer Name R&M BUILDERS State WA Proj Location PORT ANGELES, WA 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 = 6 : 12 Slope of Roof(Theta) = 26.57 Deg Ht: Mean Roof Ht = 23.13 ft Type of Roof = GABLED RHt: Ridge Ht - 28.25 ft Eht: Eave Height 18.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type OH w/ soffit Bldg Length Along Ridge = 39.00 ft Bldg Width Across Ridge= 37.00 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 wtnd Roof Pressures pressures See Table 27.6-2 Mean roof ht. Wind Wall Pressures See Table 27.6-1 h I r Plan P0 Elevation Wbd Vftd Gabled Roof Roof edge pressure ftem table Zones I oT 3 as 4plicable P1 or p� Wind Direction MWFRS Pressures for Wind Normal to 39 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 0.95 h: Height to top of Windward Wall 18.00 ft ph: Net Pressure at top of wall (windward + leeward) 21.68 psf�-- pO: Net Pressure at bottom of wall (windward + leeward) 21.50 psf ps: Side wall pressure acting away from wall = .54 * ph -11.71 psf pl: Leeward wall pressure acting away from wall .38 * ph -8.24 psf pwh: Windward wall press @ top acting toward wall ph-pl 13.44 psf pwO: Windward wall press @ bot acting toward wall p0-pl 13.26 psf ROOF PRESSURES PER TABLE 21.6-2 h: Mean Roof Height 23.125 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 26.57 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -11.98 9.40- 2 -14.93 -7.14,-� 3 -22.97 .00 4 -20.45 .00 5 -16.79 .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 -8.98 psf Povh3: Overhang pressure for zone 3 -17.23 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 7.05 psf Povh3: Overhang pressure for zone 3 .00 psf MWFRS Pressures for Wind Normal to 37 ft wall (A-long Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in wind Dir / Bldg Dim Normal to Wind Dir 1.05 h: Height to top of Windward Wall 28.25 ft ph: Net Pressure at top of wall (windward + leeward) 23.53 psf pO: Net Pressure at bottom of wall (windward + leeward) 22.34 psf ps: Side wall pressure acting away from wall = .55 * ph = -12.83 psf pl: Leeward wall pressure acting away from wall .37 * ph = -8.80 psf pwh: Windward wall press @ top acting toward wall ph-pl 14.73 psf pwO: Windward wall press @ bot acting toward wall pO-pl 13.54 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 23.125 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 26.57 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -11.98 9.40 2 -14.93 -7.14 3 -22.97 .00 4 -20.45 .00 5 -16.79 .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 -8.98 psf Povh3: Overhang pressure for zone 3 -17.23 psf LOAD CASE 2: 2ovhl: Overhang pressure for zone 1 7.05 psf 2ovh3: Overhang pressure for zone 3 .00 psf ,aFORTE � MEMBER REPORT Floor Framing, Flush Beam @ Living Room PASSED 1 piece(s) 13/4" x 14" 2.OE Microllam@ LVL Overall Length: 5'7" in All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load,.-Cornbination(Pattern) System Floor Member Reaction(lbs) 1170 @ T3 1/2" 1969(1.50") Passed(59%) 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 638 @ 4'11/2" 4655 Passed(14%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 1500 @ 2'8 3/4" 12129 Passed(12%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.013 @ 2'8 3/4" 0.128 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology ASD Total Load Defl.(in) 0.016 @ 2'8 3/4" 0.256 Passed(L/999+) 1.0 D+1.0 L(All Spans) Defection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 5'2 1/4"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length u"t-0 Supports(Ibs) Floor &Wpoirts Total Available Required Dead Total Accessories I Live 1-Suid wall-DF 3.50" 2.25" 1.50" 263 983 1246 1 1/4"Rim Board 2-Hanger on 14"DF beam 3.50" Hanger� 1.50" 274 1028 1302 See note -Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Le�n�g Top Nails Face Mails Member Nailj::J Accessories 2-Face Mount Hanger :US1.81/14 2.0o'. N/A 12-10d common 2-10d x 1-1/2 Tributary Dead Fl Live Loads Location Width (0-90) (1.00) Comments I-Uniform(PSF) 0 to 5'7" 91 10.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE T Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/13/2014 10:34:37 AM Vaddie Steams 14250 R&M BUILDERS Forte v4.6,Design Engine:V6.1.1.5 Zenovic&Associates PORT ANGELES,WA 14250.4te (360)417-0501 maddie@zeno�ic.net Page I of 1 aFORTE � MEMBERREPOR7 Floor Framing,Flush Bearn2 @ Living Room PASSED 2 piece(s) 13/4" x 14" 2.OE Microllam@ LVL Overall Length: 18' + + 18, [2] All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Resuks Actual @ Location Allowed Result ILDIF Load,Combination(Pattern) System:Floor Member Reaction(lbs) 2279 @ 4" 9297(4.25") Passed(25%) -_ 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(I bs) 2132 @ V7 1/2" 9310 Passed(23%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 9058 @ 8'7/8" 24258 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.250 @ 8'9 3/8" 0.433 Passed(L/832) 1.0 D+1.0 L(All Spans) Design Methodology ASD Total Load Dell.(in) 0.332 @ 8'9 1/2" 0.867 Passed(L/627) 1.0 D+1.0 L(All Spans) Deflection criteria:LL CL/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 17'9 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Total Accessories Live I-Stud wall-DF 5.501, 4.25"-__ 1.501, 563 1725 2288 1 1/4"Rim Board 2-Stud wall-DF 5.501, 4.25" 1.501, 489 1463 1952 1 1/4"Rim Board -Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Tributary Dead Floor Live Loads Location Width (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 6' V 8" 10.0 40.0 Residential-Living Areas Residential-Living 2-Uniform(PSF) 6'to 18' 3'8" 10.0 40.0 Areas Linked from:Flush 3-Point(lb) 4' N/A 272 1028 Beam @ Living Room,Support 2 Weyerhaeuser Notes 10 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design cnteria and published design values. Weyerhaeuser expressly disclaims any other warranbes related to the software.Refer to current Weyerhaeuser literature for instaliabon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/13/2014 10:34:28 AM Maddie Steams 14250 R&M BUILDERS Forte v4.6,Design Engine:V6.1.1.5 Zenovic&'6,ssociates PORT ANGELES,WA 14250.4te (360)417-0501 maddie@zeno,Ac.net i Page 1 of I i aFORTE ' MEMBER REPOR7 Floor FramIng,Flush Beam @ Dining Room PASSED 2 piece(s) 13/4" x 14" 2.OE Microllam@ LVL Overall Length: 15' 0 15' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Locartion Allowed Result LDIF Load.*Combination,(Pattern) System Floor Member Reaction(lbs) 5006 @ 14'8 1/2" 5006(1.91") Passed(100%) -- 1.0 D+1.0 L(All Spans) Member Type Flush Beam Shear(lbs) 4203 @ 13'6 1/2" 9310 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 18200 @ 7'S 1/4" 24258 Passed(75%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.373 @ 7'5 1/4" 0.485 Passed(L/468) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASO Total Load Defl.(in) 0.476 @ 7'5 1/4" 0.727 1 Passed(L/367) -- 1.0 D+1.0 L(All Spans) Defection criteria:LL(L/360)and TIL(1-1240). Bracing(Lu):All compression edges(top and bottom)must be braced at 8'10 5/8"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Length Loads to Supports(lbs) Supports TO I Available Required Dead Floor Total Accessories Live 1-Stud wall-DF 3.50" 3.50" 2.34" 1105 4016 5121 Blocking 2-Hanger on 14"SPF beam_ 3.50" Hanger' 1.911, 1119 4084 5203 See note I -Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. -At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors supp-t Model Seat Length Top Nails Face Nails Member Nails Ac"c 24-SDS self-drilling 16-SDS self-drilling 2-Face Mount Hanger MGU3.63(1-11=9.25) 4.50" N/A wood screw 0.242 dia. wood screw 0.242 dia. x 2 1/2" x 2 1/2" Tributary Dead Floor Live Loads Location Width (0-90) (1.00) Comments 1-Uniform(PSF) 0 to 1 51 13'6" 10.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIAMVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator 10/13/2014 10:35:15 AM Forte Software Operator Job Notes Forte 1/4.6,Design Engine:V6.1.1.5 maddie Stearns 14250 R&M BUILDERS Zeno�ic&Associates PORT ANGELES,WA 14250.4te (360)417-0501 maddie@zeno�ic.net Page 1 of 1 MEMBER REPORT Roof Framing,Porch Beam PASSED F 0 R T E ' 1 piece(s) 5 1/2" x 9" 24F-V4 DF Glulam Overall Length: 18'5 1/2" 18'5 1/2" F21 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allovied Result _ LDIF Load:Coirobination(Pattern) System Roof Member Reaction(lbs) 1134 @ 4" 12856(5.50") Passed(9%) -_ 1.0 D+1.0 S(All Spans) Member Type Drop Beam Shear(lbs) 1119 @ V2 1/2" 10057 Passed(11%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 9572 @ 9'2 3/4" 17078 Passed(56%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Uve Load Defl.(in) 0.419 @ 9'2 3/4" 0.593 Passed(L/510) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.734 @ 9'2 3/4" 0.890 Passed(L/291) 1.0 D+1.0 S(All Span.T) Member Pitch:0/12 Deflection criteria:U.(L/360)and TIL(L/240). Bracing(Lu):All compression edges(top and botbom)must be braced at 18'5 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=17'9 1/2". The effect5 of positive or negative camber have not been accounted for when calculaling deflection. The specified glulam is assumed to have its strong laminadons at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports Qbs) Supports Total A..ilable Required Dead Snow Total Accessories I-Stud wall-SPF 5.50" 5.50-' 1.50- 513 621 1134 Blocking 2-Beam-SPIF 5.50" 5.50" 1.501, 513 621 1134 Blocking -Blocking Panels are assumed to carry no loads applied directy above thern and the full load is applied to the member being designed. Tib.U, Dead Snow Loads Location Width (0.90) (1.15) Cornroents Linked from:2nd F1-Point(lb) 9'2 3/4" N/A 803 1242 Floor Porch Ridge Beam.Su000rt 2 Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIAPIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installabon details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent tle need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compalible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product applicabon,input design loads,dimensions and support information have been provided by Forte Software Operator I Forte Software Operator Job Notes 10/13/2014 11:23:38 AM Maddie Steams 14250 R&M BUILDERS Furte v4.6,Design Engine:V6.1.1.5 Zenovic&Associates PORT ANGELES,WA 14250.4te (360)417-0501 maddie@zeno\4c.net Page 1 of 1 ,aFORTE ' MEMBER REPORT Floor Framing, Porch Joist PASSED I piece(s) 2 x 10 Douglas Fir-Larch No. 2 @ 16" OC Overall Length: 8'3 1/2" 6'3 1/2" 4� 2' F 1 F21 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result ILDF Load-Combinaltion(Pattern) System Floor Member Reaction(lbs) 364 @ 6'13/4" 2231(3.50") Passed(16%) -_ 1.0 D+1.0 L(All Spans) Member Type Joist Shear(lbs) 160 @ 5'2 3/4" 1665 Passed(10%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 270 @ 3'1 11/16" 2029 Passed(13%) 1.00 1.0 D+1.0 L(Alt Spans) Building Code:IBC Uve Load Defl.(in) 0.009 @ T2 5/8" 0.195 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Methodology ASO Total Load Defl.(in) 0.010 @ 3'2 1/4" 1 0.293 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) TI-Prol-Rating N/A Deflection criteria:UL(L/360)and TL(L/240). Overhang deflection criteria:ILL(ZL/360)and TL(2LJ240). Bracing(Lu):All compression edges(top and bottom)must be braced at 8'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. A 15%increase in the moment capacity has been added to account for repetitive member usage. Applicable calculations are based on NDS 2005 methodology. No composite action between deck and joist was considered in analysis. Bearin I Length Loads to Supports(lbs) Supports Total Available Required i Dead Total Accessories 1-Hanger on 9 1/4' SPF beam 3.50" HangeO 1.50��38 172/-5 210/-5 See note I 2-Beam-SPF 3.50" 3.50" 1.50" 1 73 292 365 Blocking -Blocking Panels are assumed to carry no loads applied directly above them and the full toad is applied to the member being designed. -At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger See Connector grid below for additional information and/or requirements. Connector:Simpson Strong-Tie Connectors Support Model Seat Length Top Nails Face Nails Member NaHs Accessories 1-Face Mount Hanger LU2,9 1.50" N/A 8-10d common 6-10d 1-1/2 Dead Floor Live Loads Location -spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 8'3 1/2" 16" 10.0 40.0 Residential-Living Areas Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compabbie with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/13/2014 10:45:18 AM Forte v4.6,Design Engine:V6.1.1.5 Maddie Steams 14250 R&M BUILDERS lenomc&Associales PORT ANGELES,WA 14250.4te (360)417-0501 maddie@zenoAc.net Page I of 1 .aFO R T E ' MEMBER REPORT Beams&Headers, Garage Door Header PASSED 1 piece(s) 3 1/2" x 13 1/2" 24F-V8 DF Glulam Overall Length: 16'9" + + 16'3" [2] All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal. Desilgilt Results Actual @ Location Allowed Result LDF ,Load:Combination(Patlem) System:Wall Member Reaction(lbs) 6729 @ 1 1/2" 6825(3.00") Passed(99%) -_ 1.0 D+1.0 5(All Spans) Member Type:Header Shear(lbs) 5814 @ V4 1/2" 9600 Passed(61%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residenbal Pos;Moment(Ft-lbs) 22767 @ 7'8 5/8" 24452 Passed(93%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.429 @ 8'4 1/2" 0.550 Passed(L/462) 1.0 D+1.0 S(All Spans) Design Methodology ASD Total Load Defl.(in) 0.822 @ 8'2 1/16" 0.825 Passed(L/241) 1.0 D+1.0 S(All Spans) Deflection criteria:11.(1-1360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 9'117/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical posibve moment adjusted by a volume factor of 1.00 that was calculated using length L=166", The effects of posibve or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(lbs) Supports Total Available Required Dead Floor Snow Total Accessories Live I-Trimmer-DF 3.00" 3.00" 2.96" 3797 447 2931 7175 None 4854 None 2-Trimmer-DF 3.00" 3.00" 1.".. 1476 447 2931 L Tributary Dead Floor Live Snow Loads Location Width (0.90) (1.00) (1.15) Comments 1-Uniform(PSF) 0 to 16'9" 13' 10.0 - Wall Above 2-Uniform(PSF) 0 to 16'9" 1'4" 10.0 40.0 Residential-Living Areas 3-Uniform(PSF) 0 to 2'4 1/2" 14' 15.0 - 25.0 Roof 4-Uniform(PSF) 7'4 1/2"to 9'4 14' 15.0 25.0 Roof 1/2" 5-Uniform(PSF) 14'4 1/2"to 16'9" 14' 15.0 25.0 Roof 6-Point(1b) 2'4 1/2" N/A 525 875 HDR 7-Point(lb) 7'4 1/2� N/A 525 875 HDR 8-Point(lb) 9'4 1/2" N/A 525 875 HDR 9-Point(lb) 14'4 1/2" N/A 525 875 HDR 10-Point(lb) 2'4 1/2" N/A 1596 - HD I I-Point(lb) 14'4 1/2" N/A -1596 HD Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculalJon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/10/2014 3:59:17 PM Maddie Steams 14250 R&M BUILDERS Forte v4.6,Design Engine:V6.1.1.5 Zenovic&Associates PORT ANGELES,W A (360)417-0501 maddie@zeno\Ac.net Page 1 of 1 WORTE ' MEMBERREPORT Roof Framing, 2nd Floor Porch Ridge Beam PASSED 1 piece(s) 6 x 8 Douglas Fir-Larch No. 2 Overall Length: 8'5 1/2" -,7 6'5 V2" 2' [2] All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. 7-Jim-lit L03CL Design Results Actual 0 Location All..ed LDF Combination(Paidern) System Roof Member Reaction(lbs) 2045 @ 6'3 3/4" 12031(3.50") Passed(17%) 1.0 D+1.0 S(All Spans) Member Type Drop Beam Shear(lbs) 965 @ 5'6 1/2" 5376 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 1372 @ 3'11/16" 3705 Passed(37%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC Uve Load Defl.(in) 0.022 @ 3'2 15/16" 0.199 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASID Total Load Deff.(in) 0.033 @ T2 1/2" 0.299 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:0/12 Deflection criteria:LL(1-1360)and TIL(L/240). Overhang deflection criteria:LL(0.2")and TL(2U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 8'5 1/2"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based an Nos 2005 methodology. Bearing Length Loads to SUPPOrtS(11111,S) Supports Total Aailable Required Dead Sn. Total Accessories I I-Stud wall-SPF 5.50" 5.50" 1.50" 427 704 1131 Blocking 2-Column-SPF 3.50" 3.50" 803 1242 2045 Blocking -Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snow Loads Location I Width (0.90) (I-1S) Comments 1-Uniform(PSF) 0 to 8'5 1/2"—] 91 15.0 25.0 Roof �-Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having juriscliction.The designer of record,builder or framer is responsible to assure that this calculabon is compatible with the overall project.Products manufactured at Weyerhaeuser facilibes are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 10/13/2014 11:07:02 AM Maddie Steams 14250 R&M BUILDERS Forte v4.6,C)esign Engine:V6.1.1.5 Zenovic&Associates PORT ANGELES,WA 14250.4te (360)417-0501 maddie@zeno,Ac.net Page 1 of 1 RETAINING WALL DESIGN 10/13/2014 ZENOVIC&ASSOCIATES,INC. 301 EAST 6TH STREET SUITE#1 PROJECT: R&M BUILDERS-GRANTS VIEW DRIVE PORT ANGELES,WA. 98362 CLIENT: R&M BUILDERS JOB#: 14250 SOIL PROPERTIES BACKFILL DENSITY 120 PCF EX. FRICTION ANGLE(6)= 23 DEG. COEF.FRICTION 0.40 X DL INT. FRICTION ANGLE 35 DEG. BEARING CAPACITY= 1500 PSF BACKFILL ANGLE(f3)= 30.00 DEG. (R)ACTIVE COEFF.(Q: 0.44 TOE(NATIVE) (R)PASSIVE COEFF.(k, 3.39 EX.FRICTION ANGLE(6)= 22 DEG. ACTIVE SP= 53 PCF INT.FRICTION ANGLE 33 DEG. PASSIVE SP= 407 PCF TOE BACKFILL ANGLE 0.00 DEG. WALL TYPE: WALL DIMENSIONS H STEM HEIGHT= 4 FT DENSITY 150 PCF HI RETAINED EARTH= 3.5 FT T STEM THICKNESS= 8 IN FOOTING DIMENSIONS F KEY DEPTH= 6 IN A LENGTH OF TOE= 8 IN G KEY WIDTH= 6 IN B LENGTH OF HEEL= 10 IN HEEL TO KEY 10 IN C TOTAL WIDTH 26 IN * THICKNESS= 12 IN DENSITY 150 PCF * FOOTING DEPTH 12 IN MAXIMUM SOIL BEARING CAPACITY 1500 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL 0 PLF MAXIMUM VERTICAL LOAD TO WALL 0 PLF CRITICAL CONDITION= 1 (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN COMPONENI WT X WX BACKFILL 350 1.75 613 STEM 400 1.00 400 FOOTING 325 1.08 352 OTM 804.9004 KEY 38 1.08 41 RM 1405 OTHER 0 1.00 0 ITOTAL 7——il i 3T- 1 1405 FOS= 1.75 <– OK e 0.543731 FT SLIDING: FRICTION 449 BEARING LENGTH 1.62 SP FOOTING&S.K.= 458 MAXIMUM SP 1,374 OK MINIMUM SP 0 TOTAL 907 LATERAL FORCE 537 MOMENTS AND SHEARS SLIDING FOS 1.69 OK FOOTING MOMENTS: TOE(BOT STL)= 305 LB-FT WALLL:H V M HEEL(TOP STL) 146 LB-FT 0.0 325 379 KEY= 0 LB-FT 0.9 243 160 1.8 162 47 2.6 81 6 3.5 0 0 c op B T A e ,To Af 7 MEIVIBER# DESCRIPTION: FOOTING LOCATION: HEEL�170P STL) b= 12 in REINFORCING: SIZE: 4 d= 9�9 in NO. BARS: 0.251, 48 As 0.05 APPLIED MOMENT: -16 k-ft Design Moment 1750 lb-in Stress Level: 100% DESIGN CONSTAN p= 0.00043 k 0.088734 0.9704219 STRESSES: fm/fc 36.1 psi Fm/Fc 1125 psi OK fs 3.7 ksi Fs 20 ksi OK MEMBER# DESCRIPTION: WALL FCOT LOCATION: TOE(SOT STQ SPACING(in) b= 12 in REINFORCING: SIZE: 4 d= 8.69 in NO.BARS: US 48 As 0.05 APPLIED MOMENT: 0�31 k-ft Design Moment= 3665.24873 lb-in Stress Level: 100% , DESIGN CONSTAN p= 0.00048 k= 0.093448 0.9688508 STRESSES: fm/fc 89.4 psi Fm/Fc 1125 psi OK fs= 8.7 ksi Fs= 20 ksi OK REINFORCED CONCRETE/MASONRY DESIGN-ALTERNATE METHOD Sheet of ZENOVIC AND ASSOCIATES Job No. 14250 301 EAST 6TH STREET SUITE#1 10/13/2014 Port Angeles,WA 98362 MATERIAL PROPERTIES: (Only for Normal Wt Concrete I Masonry without inspection) MATERIAL c C or M fm/fc= �";25*� psi Fs 4.0 ksi E 2880952 psi n 10.1 IVIEMBER# DESCRIPTION: WALLATBASE LOCATION: 0 FT SPACING(in) b= 12 in REINFORCING: SIZE: d= 5,69 in NO. BARS: 6.5 24 As= 0.10 APPLIED MOMENT: 0,379 k-ft Design Moment= 4544.54071 lb-in Stress Level: DESIGN CONSTAN p= 0.001465 k= 0.157063 j= 0.9476456 STRESSES: fm/fc 157.3 psi Fm/Fc= 1125 psi OK fs 8.4 ksi Fs 20 ksi OK MEIVIBER# DESCRIPTION: VVALL,@ LOCATION: 10.5 in SPACING(in) b= 12 in REINFORCING: SIZE: 4 d 5�69 in NO. BARS: Q,—,>5 48 As 0.05 APPLIED MOMENT: 0.160 k-ft DesignMoment= 1917.22811 lb-in Stress Level: 100% DESIGN CONSTAN p= 0.000733 k= 0.114093 j= 0.9619691 STRESSES: fm/fc 90.0 psi Fm/Fc 1125 psi OK fs= 7.0 ksi Fs= 20 ksi OK RETAINING WALL DESIGN 10/11/2014 ZENOVIC&ASSOCIATES,INC. 301 EAST 6TH STREET SUITE#1 PROJECT: R&M BUILDERS-GRANTS VIEW DRIVE PORT ANGELES,WA. 98362 CLIENT: R&M BUILDERS JOB#: 14250 SOIL PROPERTIES BACKFILL DENSITY 120 PCF EX.FRICTION ANGLE(6)= 23 DEG. COEF.FRICTION 0.40 X DIL INT.FRICTION ANGLE(;r)= 35 DEG. BEARING CAPACITY= 1500 PSF BACKFILL ANGLE 30.00 DEG. (R)ACTIVE COEFF.(ka): 0.44 TOE(NATIVE) (R)PASSIVE COEFF.(k, 3.39 EX.FRICTION ANGLE(6)= 22 DEG. ACTIVE SP= 53 PCF INT.FRICTION ANGLE 33 DEG. PASSIVE SP= 407 PCIF TOE BACKFILL ANGLE 0.00 DEG. WALL TYPE: WALL DIMENSIONS H STEM HEIGHT= 6 FT DENSITY 150 PCF HI RETAINED EARTH= 5.5 FT T STEM THICKNESS= 8 IN FOOTING DIMENSIONS F KEY DEPTH= 12 IN A LENGTH OF TOE= 14 IN G KEY WIDTH= 12 IN B LENGTH OF HEEL 20 IN HEEL TO KEY 20 IN C TOTAL WIDTH 42 IN D THICKNESS= 12 IN DENSITY 150 PCF E FOOTING DEPTH 12 IN MAXIMUM SOIL BEARING CAPACITY 1500 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL 0 PLF MAXIMUM VERTICAL LOAD TO WALL 0 PLF CRITICAL CONDITION= 1 (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN COMPONEN-f WT X WX BACKFILL 1100 2.67 2933 STEM 600 1.50 900 FOOTING 525 1.75 919 OTM 2425.742 KEY 150 1.33 200 RM 4952 OTHER 0 1.50 0 ITOTAL —F--2-3-75—F— 4952 FOS= 2.04 OK e 0.686278 FT SLIDING: FRICTION 960 BEARING LENGTH 3.19 SP FOOTING&S.K.= 814 MAXIMUM SP 1488 OK MINIMUM SP 0 TOTAL 1774 LATERAL FORCE 1120 MOMENTS AND SHEARS SLIDING FOS 1.58 OK FOOTING MOMENTS: TOE(BOT STL)= 1013 LB-FT WALLL:H V M HEEL(TOP STL) 917 LB-FT 0.0 802 1470 KEY= 271 LB-FT 1.4 601 620 2.8 401 184 4.1 200 23 5.5 0 0 c T A JL 7.77-77-