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Home My WebLink About533 W 5th Street Address: 5 Ih Street � 3 � U - 5- PREPARED 4/07/15, 12:52:54 INSPECTION TICKET PAGE 2 CITY OF_PORTANGELES INSPECTOR: JAMES LIERLY DATE 4/07/15 ------- - ------------------------------------------------------------------------------- ADDRESS 533 W 5TH ST SUBDIV: CONTRACTOR TAYLOR MADE CONSTRUCTION LLC PHONE (360) 460-4271 OWNER JAMES AND JOAN STEMBRIDGE PHONE PARCEL 06-30-00-0-0-8450-0000- APPL NUM13ER: 14-00000497 RES ACCESSORY RESIDENTIAL UNIT ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 6/12/14 JLL PLUMBING WATER SUPPLY 6/12/14 AP June 12, 2014 12:09:59 PM pbarthol. Warren 460-4271 June 12, 2014 4:17:32 Pm jlierly. June 16, 2014 12:39:17 PM jlierly. June 16, 2014 12:40:35 PM jlierly. PL2 01 8/11/14 JLL PLUMBING ROUGH-IN 8/11/14 AP August 11, 2014 8:52:09 AM pbarthol. Warren 460-4271 August 11, 2014 3:50:15 PM jlierly. PL99 01 4/07/15 JLL PLUMBING FINAL April 7, 2015 12:24:34 PM pbarthol. Warren 460-4271 Call 1 s t -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 4/07/15, 12:52:54 INSPECTION TICKET AGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/07/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 533 W 5TH ST SUBDIV: CONTRACTOR TAYLOR MADE CONSTRUCTION LLC PHONE (360) 460-4271 OWNER JAMES AND JOAN STEMBRIDGE PHONE PARCEL 06-30-00-0-0-8450-0000- APPL NUMBER: 14-00000497 RES ACCESSORY RESIDENTIAL UNIT ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - PESIDERTTAT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED ' RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLI 01 6/04/14 JLL BLDG FOUNDATION FOOTING 6/04/14 AP June 4, 2014 9:44:20 AM pbarthol. Warren 460-4271 June 4, 2014 4:19:20 Pm jlierly. BL2 01 6/09/14 PB BLDG FOUNDATION STEM WALL 6/09/14 AP June 9, 2014 9:02:48 AM pbarthol. June 9, 2014 4:57:03 PM pbarthol. BLSH 01 7/11/14 JLL BLDG SHEATHING 7/11/14 DA July 11, 2014 10:05:01 AM jlierly. warren 460-4271 July 11, 2014 3:59:10 PM jlierly. Over driven nails / Renail on BPs per engineer schedule and recall when ready/jll BL9 01 7/18/14 JLL BLDG SHEARWALL 7/23/14 AP July 18, 2014 10:28:01 Am pbarthol. Warren 460-4271 July 23, 2014 8:53:27 AM jlierly. BAIR 01 8/11/14 JLL BLDG AIR SEAL 8/11/14 AP August 11, 2014 8:51:48 AM pbarthol. Warren 460-4271 August 11, 2014 3:50:15 PM jlierly. BL3 01 8/11/14 JLL BLDG FRAMING 8/11/14 AP August 11, 2014 8:51:24 AM pbarthol. Warren 460-4271 August 11, 2014 3:50:15 PM jlierly. BL99 01 4/07/15 BLDG FINAL April 7, 2015 12:23:36 PM pbarthol. _PVWarren 460-4271 Call 1st --------------------- ------------------------------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 8/11/14 JLL MECHANICAL ROUGH-IN 8/11/14 AP August 11, 2014 8:51:58 AM pbarthol. Warren 460-4271 August 11, 2014 3:50:15 PM jlierly. ME99 01 4/07/15 MECHANICAL FINAL April 7, 2015 12-.24:18 PM pbarth.1, Warren 460-4271 Call 1st ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 32 1 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000497 Date 6/10/14 Application pin number . . . 635844 Property Address . . . . . . 5,33 W 5TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-0-8450-0000- REPORT SALES TAX Application type description RES ACCESSORY RESIDENTIAL UNIT Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 94000 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 880sq ft aru w/attached garage ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JAMES AND JOAN STEMBRIDGE TAYLOR MADE CONSTRUCTION LLC 1695 WINTER ST SE 1820 E WOODHAVEN IN SALEM OR 97302 PORT ANGELES WA 98362 (360) 460-4271 ---------------------------------- ----------------------------------------- Permit . . . . . . BUILDINGiPERMIT -RESIDENTIAL Additional desc . . ARU Permit Fee . . . . 978.25 Plan Check Fee 635.86 Issue Date . . . . 5/29/14 Valuation . . . . 94000 Expiration Date 12/06/14 Qty Unit Charge Per Extension BASE FEE 670.25 44.00 7.0000 THOU BL-50,001-100K (7,00 PER K) 308.00 -------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . ARU MECHANICAL PERMIT Permit Fee . . . . 112.00 Plan Check Fee .00 Issue Date . . . . 6/10/14 Valuation . . . . 0 Expiration Date 12/07/14 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 0� 1.00 10,6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 kN1 2.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 29.60 ---- ------- -- ------------------------------ ----- Permit . . . . . . PLUMBING PERMIT Additional desc . . PLUMBING PERMIT Permit Fee . . . . 142.00 Plan Check Fee .00 Issue Date . . . . 6/10/14 Valuation . . . . 0 Expiration Date 12/07/14 Qty Unit Charge Per Extension BASE FEE 50.00 0� 6.00 7.0000 EA PL-PLUMBING TRAP 42.00 1.00 7,0000 EA PL-WATER LINE 7.00 �LS 3.00 7.0000 EA PL-DRAIN VENT PIPING 21.00 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 pr visions 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 bV AIR SEAL: Walls Ceiling FRAMING: Joists/Girders i 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 I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES .4. DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 32 1 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000497 Date 6/10/14 Application pin number . . . 635844 REPORT SALES TAX Qty Unit Charge Per Extension 1.00 7.0000 EA PL-WATER HEATER 7.00 on your state excise tax form ---------------------------------------------------------------------------- to the City of Port Angeles Special Notes and Comments The Fire Department has reviewed the project application and (Location Code 0502) has no comments May 29, 2014 9:30:03 AM permits. The ARU was approved per CUP 14-01. No land use issues anticipated. Electrical load calculations and electrical permits are required. 1. Establishing Construction Access 2. Install sediment controls BMPs. 3. Stabilize exposed soils 4. Protect slopes from erosion 5. Protect drain inlets 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water.. 7. Maintain temporary and permanent erosion control BMPS during project Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Construct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 The existing driveway opening on 5th Street to be replaced to full hieght. 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. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 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 A�- 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 Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bidgs.) 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 1 PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: 1-andscaping 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 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 . . . . . 14-00000497 Date 6/10/14 Application pin number 635844 ---------------------------------------------------------------------------- REPORT SALES TAX Fee-summary------ Charged--- ---Paid--- Credited- ----Due--- on your state excise tax form --- ------- ------- ---- -------- --- Permit Fee Total 1232.25 1232.25 .00 .00 to the City of Port Angeles Plan Check Total 635.86 635.86 .00 .00 Other Fee Total 4.50 4.50 .00 .00 (Location Code 0502) Grand Total 1872.61 1872.61 .00 .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 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 Backfiow 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 I Water FINAL Date Accepted by AIR SEAL: walls Ceiling FRAMING: Joists I Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall I 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: Blocking&Hold Downs Skirting 1 PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: 1-andscaping 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 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000497 Date 6/06/14 Application pin number . . . 635844 Property Address . . . . . . 533 W 5TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-0-8450-0000- REPORT SALES TAX Application type description RES ACCESSORY RESIDENTIAL UNIT Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 94000 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 880sq ft aru w/attached garage ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ JAMES AND JOAN STEMBRIDGE TAYLOR MADE CONSTRUCTION LLC 1695 WINTER ST SE 1820 E WOODHAVEN LN SALEM OR 97302 PORT ANGELES WA 98362 (3,60) 460-4271 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee � .00 Issue Date . . . . 5/29/14 Valuation . . . . 0 Expiration Date . . 12/01/14 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 2ND WATER METER FOR ARU Permit Fee . . . . 1280.00 Plan Check Fee .00 Issue Date . . . . 5/29/14 Valuation . . . . 94000 Expiration Date . . 12/01/14 Qty Unit Charge Per Extension 1.00 1280.0000 EA PW W/M I" SERV 5/811 METER 1280.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc , . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 5/29/14 Valuation . . . . 94000 Expiration Date . . 12/01/14 .Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments May 29, 2014 9:30:03 AM permits. The ARU was approved per CUP 14-01. No land use issues anticipated. Electrical load calculations and electrical permits are 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 pthority to violate or cancel the provisions of any state or local law regulating construction or the performance of t .)n cons ruTc Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS, PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE I 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 417- BUILDING 4815 T:Fomis/Building Division/Public Works Pemiit CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00000497 Date 6/06/14 Application pin number . . . 635844 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments required. on your state excise tax form 1. Establishing Construction Access to the City of Port Angeles 2. Install sediment controls BMPs. 3. Stabilize exposed soils (Location Code 0502) 4. Protect slopes from erosion 5. Protect drain inlets 61 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.Coritact Jonathan Boehme at 360 417-4811 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. 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 Cons'truct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom,finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 The existing driveway opening on 5th Street to be replaced to full hieght. 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. ---------------------------------------------------------------------------- other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1610.00 1610.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1614.50 1614.50 .00 .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 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 construQtion,e 19 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 UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES=NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE __7 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 4174750 PLANNING DEPT. BUILDING BUILDING 4815 T:Forms/Building Division/Public Works Permit THE For City Use CITYOF-p2RT ANGELES Permit# WASHI NGTO N, U . S. Date Received: 1v 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 V Email:permits(a)cityofpa.us BUILDING PERMIi A.�PPLICATION ProjectAddress: �!eo/'&Z- / Phone: 'Y& —4(Z 7 Primary Contact: Email: Name Phone Property Mailing Address Email `6 Owner I&q!5, t-J(aTe.� �—Irzt—z;r C' State Zip TYqL"cYV\ , oa 1-7 Name Phone Y 'T e!±1�--toz,44/UF CpAS77zt c 7-(A, A t-i-c Contractor Atdress Email , (J. (;6y- Information Cit r-rOV2,r A LJ A, State Zip 6 T Exp.Dat Contractors License# T,04�041c-7,6t e: Legal Description: Zoning: Tax Parcel# $PrTect V ue: (materials and labor) Lob.3 J d 008y�-'b Residential Commercial Industrial 11 Public 11 Permit Demolition El Fire 11 Repair 11 Reroof(tear off/lay over) 11 Classification For the following.fill out both pages of permit application: (check New Construction/6 Exterior Remodel 11 Addition 11 Tenant Improvement 1:1 appropriate) , Mechanical 11 Plumbing 11 Other 1:1 Fire Sprinkler System? Irrigation System? Proposed Bathrooms roposed Bedrooms Yes 0 No * I Yes 0 Noo I Project Descri tion 2— �?4'ez-s ic- go U'- Is project in a Flood Zone: Yes [3 Ndd 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 i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. L 'Te7,,, D�e�6/ Print Name Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor 1p Covered Deck/Porch/Entry Deck(over 30"or 2'd floor) Garage Carport Other(describe) "l--L'a- Area Totals DI rl I 44�0'c 0 5 2-17 Commercial Structures 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 Co erage Calculations Lot Size(sq ft) Lot Coverage(s ft) -- 'q %Lot Coverage(Total lot coverage lot size) -7 COO r Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage-. lot size) 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 # 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 # -F--- I —rentilation System # Furnace/Heat Pump/ Nize: # Forced Air Unit I Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: .,a Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # 7 Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx exisfIng—Fe—n-c-e— __------ ------ -existi ng overheavervice f om city uti I ity pol to remain. Existing sanitary Domestic Water svc ewer line from existing SFD L. fro existing SFD —new und�rground service to new structure Existing SFD One Story 1515 Square Feet 20'-0' Proposed new structure .945 square feet including airs new undergound service and landing fr..meter base to existing house panel L) existing electrical service cd Sidewalk new water service to proposed structure— rlz� New concrete driveway & a�ron NORTH A Curb replaced to meet citj standards West 5th Street Site Plan:426 Cedar street, Port Angles, WA 98362 421 :14 531 t2l 423 .......................... " All pi INN 525 .............. 45 41 kw 50i Clallarn County Assessor& Treasurer- Property Details - 40 JAMES E AND JOAN A S... Page I of I Clallarn County Assessor & Treasurer 56240 JAMES E AND JOAN A STEMBRIDGE JR for Year 2011 - 2012 Property Account Property ID: 56240 Legal Description: S70'LOTS11AND12 BLK84 Geographic ID: 0630000084500000 Agent Code: Type: Real Tax Area: 0010-PA 121 PORT ST CNTY H2 L WMP Land Use Code 11 Open Space: N DFL N Historic Property: N Remodel Property: N Multi-Family Redevelopment: N Township: Section: Range: Location Address: 423 S CEDAR ST Mapsco: PORT ANGELES,WA 98362 Neighborhood: PA West Res Map ID: 2 Neighborhood CD: 5151000 Owner Name: JAMES E AND JOAN A STEMBRIDGE JR Owner ID: 217256 Mailing Address: 1695 WINTER ST SE %Ownership: 100.0000000000% SALEM,OR 97302 Exemptions: Taxes and Assessment Details Values Taxing Jurisdiction Improvement/Building Sketch Property Image Land kol'I V�Iu'eHisitory beed and Sales Histo I ry Payout Agreement Website version:9.0.32.2200 Database last updated on:4/28/2014 3:36 Q 2014 True Automation, Inc.All Rights AM Reserved. Privacy Notice http://websrv8.clallam.net/propertyaccess/Property.aspx?cid=O&year=201 I&prop_id=56240 4/28/2014 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information k 4w-- It 2- t2et /L 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 RepresentativeZ4 Date 4 7-(/S"11L-1. V All Climate Zones R-Value' U-Factora Fenestration U-Factorb n1a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49i 0.026 Wood Frame Waligk.1 21 int 0.056 Mass Wall R-Value' 21/2 1 h 0.056 Floor 309 0.029 Below Grade Wallc,k 10/15/21 int+TB 0.042 ISlab d R-Valu &Depth 10,2ft 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. 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. C1 3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope I a 0.5 lb Efficient Building Envelope lb 1.0 1C Efficient Building Envelope I c 2.0 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 11 3b High Efficiency HVAC 3b 1.0 171 3c High Efficiency HVAC 3c 2.0 0 3d High Efficiency HVAC 3d 1.0 C1 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6—,Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012�/�2ORes`/`2OEnergy.pd Table R402.1.1 Footnotes For SI: I foot .=304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration LI-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. c"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. if structural sheathing covers 40 percent or less of the exterior,continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. I Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration LI-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. �k v-ORT Stormwater Green Wrastructure Rebate Program 2014 Rain Garden and Residential Downspout Disconnection 7-- Rebate Application R Name: When it rains,runoff flows from our roofs,yards and driveways,carrying oil,fertilizers, pesticides,and other pollutants into our environment. The City of Port Angeles wants to assure that does not happen. The Stormwater Green Infrastructure Rebate Program's aim is to reduce the amount of pollutants that enter the environment. Rain Gardens The City of Port Angeles is providing financial assistance to residents and businesses building rain gardens at their home or place of business. Approved applicants may receive a rebate of up to$750 for the purchase of materials,such as plants,compost,sand, mulch and rock. Residential Downspout Disconnections The City of Port Angeles is providing financial assistance to residents disconnecting downspouts from the Combined Sewer or Stormwater System. Approved applicants may receive a rebate of$25 per downspout draining to the Combined Sewer,$150 maximum,or $12.50 per downspout draining to the Stormwater System,$75 maximum. The stormwater from disconnected downspouts must be directed to onsite controls such as a drywell, rain garden, rain barrels,dispersion,or other approved method. Program Guidelines: Rain gardens and downspout disconnections must be located inside City limits. • Applicants must be approved prior to commencement of construction. • Rain Garden Rebate and Residential Downspout Disconnection Rebates may be combined,but limit one rebate of each type per household or business. • A minimum of 400 square feet of impervious surface area,such as roofs,driveways,or patios must drain to proposed rain garden to be eligible. Applications will be accepted from January 1,2014,through November 30,2014,or until available funding is depleted,whichever comes sooner. All work must be completed and Rebate Form submitted by December 10,2014. Applicants will be notified regarding the status of approval or denial of their applications within three weeks of their application submittal. Applicants denied rebates may revise and resubmit their applications for reconsideration if they adequately address all prior comments. Suggested rain garden design details may be found on the City website: http://www.cityofpa.us/Stormwater.htm For more information contact the City of Port Angeles at 360-417-4830 Or to schedule a free site assessment contact Master Gardeners at 360-565-2679 Stormwater Green Infrastructure Rebate AppIlcant Information (required information) Name: Site Location Address: Contact(Please check the best method to contact you) o Mailing Address:_ o Phone Number and best time to call: o Email: Applying for: Rain Garden Rebate Downspout Disconnection Rebate Project Details: What are your project goals? Please attach the following items to your application for Rain Garden Rebate: Photos of the area BEFORE installation Green Rebate Worksheet(for free site assessment contact: Master Gardeners at 360-565-2679) Infiltration Test Checklist Sketch of the design and planting layout Please attach the following items to your application for Downspout Disconnection Rebate: Photos of the area BEFORE installation Green Rebate Worksheet Sketch of where the downspouts currently drain • Sketch of the design for onsite stormwater controls • Number of downspouts to disconnect: > Following construction,submit rebate form with original receipts no later than December 10,2014 in order for the rebate to be processed. > Call(360)417-4830 to schedule a FINAL inspection. Rebates will not be disbursed without a final inspection. [12/3/2013] Page 2/7 Certification By submitting this application I certify that I am the legal property owner as shown in the deed or I have obtained permission from the property owner to change the landscaping. I agree to perform routine maintenance on the rain garden or other stormwater controls,and keep the installed system in good working order for a minimum of two years. I grant the City permission to conduct site inspections of my stormwater system at times that are mutually acceptable to me and the City. I acknowledge that the City of Port Angeles provides examples of rain gardens and stormwater control designs. I understand that the City did not design,install,or oversee the installation or design of my rain garden or stormwater control installed on my property. I am solely responsible for the design, installation,and functioning of the rain garden or stormwater control installed on my property. The City is not responsbilie for any loss,injury,flooding,or other damage that may occur or result from the rain garden or storm water control installed on my property or the downspout(s)disconnected on my property. By accepting the rebate,I hereby waive and release the City from any claim,cause of action, or liability from any loss,injury,flooding,or other damage whatsoever arising or resulting from the design,installation,and function of the rain garden or stormwater control installed on my property. As a condition of this application and receiving City funds, I give the City permission to release the location of my rain garden,and I agree that my rain garden may be photographed by the City for documentation and promotion purposes. X Signature Date Send complete applications by one of the following methods: Mail to: City of Port Angeles Email:stormwater@cityofpa.us c/o Stormwater Rebate Program 321 E Fifth Street—P.O. Box 1150 Port Angeles,WA 98362 For City Use: Date Received: Approval: 112/3/2U13] Page� Green Rebate Worksheet - Feasibility Date Referred by Property Owner: Address: Public Sewer: Private drainfield: Type of onsite sewage system: Tax Parcel Number Watershed (if known) DESIGN CONSIDERATIONS-LOCATION Ideal rain garden or infiltration sites arefairlyflat,downhillfrom runoff source,and well drained. See pages 6-7 of the Rain Garden Handbook. 0 Green infrastructure site>10 ft clownslope or>50 ft upslope of drainfield 0 Check for buried utilities at site(call 811 to have utilities located) 0 Slope<15%(rise of slope/length of slope) 0 Site>10 ft from buildings 0 Site downhill of runoff source 0 Groundwater>1ft below bottom of green infrastructure 0 Soil drainage>0.25 in/hr(see infiltration Test Checklist) Percolation Tests: Hole One Trial 1 Trial 2 Trial 3 Hole Two Trial 1 Trial 2 Trial 3 0 Safe overflow path (where will water drain to if it overflows rain garden?) DESIGN CONSIDERATIONS—DRAINAGE,SIZE AND OUTFLOW 0 Measure how much area is draining to the Rain Garden or other stormwater control(pg 10 of the Handbook) square feet of roof area and. square feet of yard or driveway will drain to the rain garden for a total are of square feet 0 Measure how much area is available for the rain garden (pg 11 of the Handbook): square feet 0 Options for inflow to garden(e.g.buried pipe,swale,overland flow) 0 Options for outflow from garden (e.g.storm drain,disperse to open landscape) CONCLUSION—Is site suitable for green stormwater infrastructure? [12/3/20131 Page 4/7 Green Rebate Worksheet— Design Budget Design Costs: Who will design the rain garden? F-� self Fj consultant $ Labor Costs: Who will install the rain garden? El Self F-1 Contractor $ Material Costs: Materials(Plants,soil) Quantity Source(ie Nursery) Area Required(sq-ft) Cost Total Estimated Green Infrastructure Cost: $ Number of disconnected downspouts: Disconnected from Sanitary Sewer at$25 each Number : $ Disconnected from Stormwater System at$12.50 each Number:_ $ What is the estimated rebate amount requested? $ (Maximum rain garden materials rebate is$750.) (Maximum disconnection rebate is$150.) [12/3/20131 Page 5/7 Perform an Infiltration Test Checklist As port of your Grepn Rebate Worksheet—Feasibifty How water flows through soil plays a significant role in how large to build a rain garden. A glacial till or clay subsoil can act as a seal underneath the topsoil. If there is enough rain, the topsoil will become saturated and there will be no place for the water to go regardless of the characteristics of the topsoil. To properly size your rain garden or other stormwater control, perform the following infiltration test: Test: 1) Dig a hole 24 inches deep and at least 10 inches across. Add a stake with a ruler attached to it. 2) Fill with a hose to a depth of 12 inches, and let drain completely. 3) Repeat fill to 12-inch depth and drain a second time. This may take overnight. 4) On the third fill to 12-inch depth: - Measure the water height every hour. Note your results in the table included in this form. - Continue until the rate of fall stabilizes. (Same amount of fall for 2-3 hours) - Use that as the infiltration rate. (inches/hour) If you find any of the following conditions during your test You hit hard pan Your test hole does not drain at least .25"per hour; OR Your test hole fills with water Do not attempt to install a rain garden or other infiltration system! [12/3/2013] Page 6/7 Results Ta le i t is out durinc i vour third rill) Percolation Infiltration Rate Test Hole# Elapsed Water depth depth of fall in (Multiple test Time measurement inches/time in Notes/Comments holes are (hours) (in inches) hours) recommended) 1 Zero 12 inches Initial fill You must sign the statement below and return this document with your application. I certify that I have followed the procedures outlined in this document to determine my rain garden or stormwater control sizing. I have chosen to size my rain garden or stormwater control in accordance with these results. I understand that rain gardens are sized for moderate rain events and that regardless of infiltration ability of my soil that my rain garden must have a clear and safe overflow. Test performed by: . Homeowner Print Name Signature Date . Contractor Print Name Signature Date [12/3/20131 Page 7/7 ChiCS FIDV.. EJAV' AGE F-09. 6LA&'�C(,Y, LoCt' &-,Nl�eLtSj wA PESIGN: LPA%: W kWr,)-. 130 tA?Vi,. E- C' ICL Vs Lu 0 U -rp ,j i c t fn zw Liwc.O�LiNvOl P B.-(O-19-06 w NAPHN FLDOIZ cr Am— Fil -TRJ f5,:- 30b� -1.5 QNE 20.,�I-Rdk5 \OD 7RI a= 110/2- DECAI- IKO ?= -9.5 Act. �5- Icv: 110,69' kb'B L-1 N E� 00 -C).155 ADO i7 Vq I Nb aN f�w)qs ALL Ni-EAR \NA-L-L DIESIEN \J,(,::: IQ5 pkf' BdLg)Y'O 2,% p Lu DN-Z-315*5-10Z lit> A ..2.6 V .4� . . TP F-L. tM=(5 N=&ilo(I NAil's LU plf' i �e.*. V06 pl.f Al. LLI --,50k Of vs p Dl,% -bat> M- S CAMS 4chF To LVL Val NAAL5 J 0.143 3b pk-f- -1,-2:, - Orb,/ NO 4 pif 07mr-15 1b 1.45-2!tzo DI:10-15+840-Sso -1.1,"AL -;arm MAX N 5-4W N Ai LS LI (9) -ot-05-L \4,f;::3b OF SR b"b" ZP2.= 6' 140 %"XAjI4fp 0-1 M No WU R-Mt) crK T/I NA%,S' -TA-'j WV- -CV�ST \N ft- L tEs\caw MA-1 N FLONL LIWE(D .\J :-",30lcA \hm=Tl�b IovL plf, -jr, P)f 316) P\f 0 ItC 10-1:2Z .i - wA� D&L?�x E 44 V4 uj 0 Aeo.4t: V- � 2.01 WtOW NAiV5 co rn cm r 6 cn a . . \j = 8/m, vi o I f Z La Ok WS."O.C. 93 D 12-�0-12.5. -lo R5 LT. 1. . V31 5ST(5sr> tc�;38 LIN L �L ll,�/a6 z5b PVF z Bb p VF ,W-61 0 L W-D R-aalo -&Iw NAILS .-olf hm i�'D.C. vsp Ito p tf et'CLAZINb I,u -I 1�5. o Z3 NMLS -As 2ZO41. MYOAX W5 oo Ab- Ron - STI. L fi-009--WALL spffy�,j Ito! 'P5- U\3, : V(---CK Ss W*LL-nzles--v 7 DL7—VO sf C TZ I _O - NZ QF 79 Lz 75 p s-F tj E P2 t, 3* . kb \bj'A A- -TAC%tE'b CALCS Go P, dp lK AW2.5 uj bEtK uj -cloff.:w bb tu R -12 .--_,I. , NI.:1-30�f 00 1� I 'TS -TL=lobp�F , -2� . .. s 30V MecaWind Pro v2 . 2 . 4 .1 per ASCE ' 7-10 Developed by .MECA Enterprises, Inc. C"opyright www.mecaenterprises.co Date 5/6/2014 Project No. 14115 Company Name ZENOVIC & ASSOCIATES Designed By MRS Address 301 EAST 6TH STREET, SUITE 1 Description STR. FOR GARAGEADU City PORT ANGELES Customer Name TAYLOR MADE CONSTRUCTION State WA Proj Location CEDAR STREET, PORT ANGELES File Location: C:\Uters\MADDIE\AppData\Roaining\mecawind\Defatilt.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 NJA Flexible Structure No Importance Factor 1.00 Kd Directional Factor = 0.85 Alpha 9.50 Zg = 900.00 ft At 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 4.9995 ': 12 Slope of Roof(Theta) = 22.62 Deg Ht: Mean Roof Ht 19.67 ft type df Roof- = GABLED RHt: Ridge Ht .21.33 ft Eht: Eave Height = 18.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Ty�e = No Overhang Bldg Length Along Ridge = 30.00 ft Bldg Width Across Ridge= 16*001ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt- 2 All pressures shown are based up'on. AS6 Design, with a Load Factor of .6 See Fig 27.6-2 for Parapet w1nd floof Presures pressums See Table 27.6-2 Mean mof ht. Pb Wind wan PmSsum See Table 27,6-1 h Plan P91 1 4 5 G) lGabled Roof MWFRS Pressures for Wind Normal to 30 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 0.53 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 pO-pl 13.26 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 19.667 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 22.62-Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -13.61 7.83 2 -13.68 -6.52 3 -21.04 .00 4 -18.71 .00 5 -15.36 .00 Note: A value of '0' indicates that the zone/load case is not applicable. MWFRS Pressures for Wind Normal to 16 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir 1.88 h: Height to top of Windward Wall 21.33 ft ph: Net Pressure at top of wall (windward + leeward) 19.65 psf pO: Net Pressure at bottom of wall (windward + leeward) 19.19 psf ps: Side wall pressure acting away from wall = .63 * ph = -12.33 psf pl: Leeward wall pressure acting away from wall .28 * ph = -5.57 psf pwh: Windward wall press @ top acting toward wall ph-pl 14.07 psf pw0; Windward wall press @ bot acting toward wall pO-pl 13.62 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 19.667 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 22.62 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -13.61 7.83 2 -13.68 -6.52 3 -21.04 .00 4 -18.71 .00 5 -15.36 .00 Note: A value of 101 indicates that the zone/load case is not applicable. MEMBER REPORT Floor Framing,L VL @ Wall PASSED aFO R T E " 2 piece(s) 13/4" x 117/8" 1.9E Microllam@ LVL Overall Length: 16' + + 0 0 t 15'1" F11 [2] All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. 1,,,Pes1gn Results Actual 0 Location Allowed Result LIDIF Load:Combination(Pattern) System Floor Member Reaction(lbs) 4710 @ 15'8" 6322(4.25") Passed(75%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type Flush Beam Shear(lbs) 4155 @ 14'6 5/8" --- __7897 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) _ Building Use:Residential Moment(Ft-lbs) 10292 @ 10'6 5/16" 17848 Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC Live Load Defl.(in) 0.233 @ 8' 0.383 Passed(L/791) 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology Aso Total Load Defl.(in) 0.478 @ 8'7 13/16" 0.767 Passed(L/385) 1.0 D+0.75 L+0.75 S(AJI Spans) Deflection criteria:LL(L/480)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'9 7/16"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 I Available Required Dead Floor Snow Total Accessories Live I-Stud wall-SPF 5.50" 4.25" 1.50" 2091 1227 563 3881 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 4.2S" 3.17" 653 1227 551 2431 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 Snow Loads Location Width (0.90) (1.00) (1-15) Comments 1-Uniform(PSF) 0 to 16' 3'10" 10.0 40.0 Floor+Deck 2-Uniform(PSF) 0 to 16' 8' 10.0 - Wall 3-Uniform(PSF) 0 to 2'4" 3' 15.0 25.0 Roof 4-Uniform(PSF) 13'8"to 16' 3' 15.0 25�O Roof 5-Point(lb) 0 N/A 2743 HD 6-Point(lb) 2'4" N/A -2743 HD 7-Point(lb) 13'8" N/A 2743 HD 8-Point(lb) 16' N/A -2743 HD 9-Point(lb) 2-4" N/A 53 88 Header 10-Point(1b) 5'2" N/A 180 300 Header 11-Point(lb) 10,101, N/A 180 300 Header 12-Point(lb) 13'8" N/A 53 88 Header Weyerhaeuser Note'S 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 calculabon is compatible with the overall project.Products manufactured at Weyerhaeuser facilides 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 5/6/2014 3:04:25 PM Maddie Steams 14115 TAYLOR MADE CONST Forte v4.1,Design Engine:V5.7.0.245 Zenovic&Associates LOC:PORT ANGELES,WA 14115.4te (360)417-0501 maddie@zeno,Ac.net Page 1 of 1