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1123 Grant Avenue
Address: 1123 Grant Avenue PREPARED 9/25/14, 13:07:03 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/25/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1123 GRANT AVE SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON, M JOHN/GAIL PHONE : ( 36) 452-8415 PARCEL 06-30-14-5-6-9190-0000- APPL NUMBER: 14-00000754 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 7/07/14 JLL BLDG FOUNDATION FOOTING 7/07/14 AP July 7, 2014 9:09:02 AM pbarthol. Nick 477-9949 xxxxxxxx+xxxxxxxx Ay ++xxxx+xx+xx++x+++++++x++++ July 7, 2014 1:10:16 PM jlierly_ BLFD 01 7/09/14 JLL BLDG FOUNDATION DRAINAGE 7/10/14 AP July 9, 2014 9:24:20 AM pbarthol. July 10, 2014 12:58:51 PM jlierly. DSD 01 7/09/14 JLL BLDG DOWN SPOUT DRAINS 7/10/14 AP July 9, 2014 9:24:46 AM pbarthol. July 10, 2014 12:58:51 PM jlierly. BFF 01 7/11/14 JLL BLDG FLOOR FRAMING 7/11/14 AP July 11, 2014 10:03:14 AM jlierly. nick July 11, 2014 4:00:11 PM jlierly. BL9 01 7/21/14 JLL BLDG SHEARWALL 7/21/14 AP July 21, 2014 9:13:27 AM pbarthol. Nick 477-9949 July 21, 2014 4:01:29 PM jlierly. BAIR 01 8/01/14 JLL BLDG AIR SEAL 8/01/14 AP August 1, 2014 9:00:58 AM pbarthol. Nick 477-9949 August 1, 2014 3:53:52 PM jlierly. BL3 01 8/01/14 JLL BLDG FRAMING 8/01/14 AP August 1, 2014 9:00:39 AM pbarthol. Nick 477-9949 August 1, 2014 3:53:52 PM jlierly. BLI 01 8/04/14 JLL BLDG INSULATION 8/04/14 AP August 4, 2014 9:18:07 AM pbarthol. Nick 477-9949 August 4, 2014 3:55:57 PM jlierly. PW99 01 9/16/14 RV PUBLIC WORKS FINAL 9/17/14 AP September 18, 2014 7:16:13 AM rvess. September 18, 2014 7:16:33 AM rvess. BL99 01 9/25/14 L BLDG FINAL September 25, 2014 9:03:57 AM pbarthol. Chris 425-770-1477 Call 1/2 hr ahead so he can meet you to unlock the house PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------—-—-----------------------------------------—------------ ME1 01 8/01/14 JLL MECHANICAL ROUGH-IN 8/01/14 AP August 1, 2014 9:01:06 AM pbarthol. Nick 477-9949 ------------ CONTINUED ONTO NEXT PAGE ----------------------------------- II PREPARED 9/25/14, 13:07:03 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/25/14 --------------- ADDRESS . : 1123 GRANT AVE SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON, M JOHN/GAIL PHONE ( 36) 452-8415 PARCEL 06-30-14-5-6-9190-0000- APPL NUMBER: 14-00000754 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------- -----------------------------—------- August 1, 2014 3:53:52 PM jlierly. ME99 01 9/25/14 MECHANICAL FINAL September 25, 2014 9:04:24 AM pbarthol. Chris 425-770-1477 Call 1/2 hr ahead so he can meet you to unlock the house -------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------------------------------------------------- ------- PL6 01 7/09/14 JLL PLUMBING WATER SUPPLY 7/10/14 AP July 9, 2014 9:24:07 AM pbarthol. July 10, 2014 12:58:51 PM jlierly. PL2 01 8/01/14 JLL PLUMBING ROUGH-IN 8/01/14 AP August 1, 2014 9:01:17 AM pbarthol. Nick 477-9949 August 1, 2014 3:53:52 PM jlierly. PL99 01 9/25/14JL PLUMBINFINAL SeptembeG r 25, 2014 9:04:34 AM pbarthol. Chris 425-770-1477 Call 1/2 hr ahead so he can meet you to unlock the house -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES • si DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 v r Application Number . . . . . 14-00000754 Date 7/03/14 Application pin number . . . 120372 V\ Property Address . . . . . . .1123 GRANT AVE ASSESSOR PARCEL NUMBER: 06-30-14-5-6-9190-0000- 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 . . . . 139084 Location Code 0502) ---------------------------------------------------------------------------- Application desc 1964 sq ft SFR ---------------------------------------------------------------------------- �. Owner Contractor ------------------------ ------------------------ RALSTON, M JOHN/GAIL C ANDERSON HOMES & DEV INC P'. 0. BOX 1405 1400 W. WASHINGTON ST. PORT ANGELES WA 98362 STE. 104-178 ( 3G) .452-8415 SEQUIM WA 98382 (425) 770-1477 ------------------------------------------ --------------------------------- Permit - . . . . BUILDING PERMIT RESIDENTIAL Additional desc . . 1964 SQ FT SFR tp Permit Fee . . . . 1244.25 Plan Check Fee 808.76 \J� Issue Date . . . . 7/03/14 Valuation . . . . 139084 Expiration Date 12/30/14 Qty Unit Charge Per Extension BASE FEE 1020.25 40.00 5.6000 THOU BL-100.,001-500K (5.60 PER K) 224.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc SFR MECHANICAL Permit Fee . . 178.45 Plan Check Fee .00 Issue Date . . . . 7/03/14 Valuation . . . . 0 Expiration Date . . 12/30/14 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 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 74.00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . . 163.00 Plan Check Fee .00 Issue Date 7/03/14 Valuation . . . . 0 Expiration Date 12/30/14 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 1.00 7.0000 EA PL-WATER LINE 7.00 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 Wca)nche pr isions of any state or local law regulating construction or the performance of construction. 17 ( � r Date Print Name Sig tu'e Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit s Z BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00000754 Date 7/03/14 Application pin number . . . 120372 REPORT SALES TAX Qty Unit Charge Per Extension our state excise tax form 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 On Y 1.00 15.0000 EA PL-SEWER LINE 15.00 to the City of Port Angeles -------- 1.00--------7.0000 EA PL-WATER HEATER - 7.00 (Location Code 0502) Special Notes and Comments June 27, 2014 2:24:24 PM tamiot. ELECTRICAL PERMIT REQUIRED. UNDERGROUND SERVICE FROM PEDESTAL AT SW CORNER OF PROPERTY. June 30, 2014 7:15:12 AM rbecker. Are you installing a lawn sprinkler system? If you are installing one, you will need to install a double check valve assembly backflow. 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. June 27, 2014 2:11:08 PM sroberds. The permit allows construction of a sfr in the RS-9 for a total of 21% lot cov and 29W site cov. No land use issues anticipated. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution.is allowed. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 ---------------------------------------------------------------------------- Other Fees . . . . .. . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 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 Rou h-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Li htin ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 14-00000754 Date 7/03/14 Application pin number .120372 ---------------------------------------------------------------------------- REPORT SALES TAX Other Fees . . . . . . . . . STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 on your state excise tax fonn ---------------------------------------------------------------------------- to the City of Port Angeles Fee summary Charged Paid Credited Due ---------- ---------- (Location Code 0502) Permit Fee Total 1585.70 1585.70 .00 .00 Plan Check Total 808.76 808.76 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7688.96 7688.96 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting n G DEPT. Separate Permit#s SEPA: i htin ESA: ng SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit °F°°"' CITY OF PORT ANGELES 1 PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . 14-00000754 Date 7/03/14 Application pin number 120372 Property Address . . . . . . 1123 GRANT AVE REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-14-5-6-9190-0000- on your state excise tax form Application type description RES NEW SFR Subdivision Name . . . . . . to the City of Port Angeles Property Use . . . . . . . . Location Code 0502) Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 139084 ---------------------------------------------------------------------------- Application desc 1964 sq ft SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RALSTON, M JOHN/GAIL C ANDERSON HOMES & DEV INC P. O. BOX 1405 1400 W. WASHINGTON ST. PORT ANGELES WA 98362 STE. 104-178 ( 36) 452-8415 SEQUIM WA 98382 (425) 770-1477 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 7/03/14 Valuation 139084 Expiration Date . . 12/30/14 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments June 27, 2014 2:24:24 PM tamiot. ELECTRICAL PERMIT REQUIRED. UNDERGROUND SERVICE FROM PEDESTAL AT SW CORNER OF PROPERTY. June 30, 2014 7:15:12 AM rbecker. Are you installing a lawn sprinkler system? If you are installing one, you will need to install a double check valve assembly backflow. 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. June 27, 2014 2:11:08 PM sroberds. The permit allows construction of a sfr in the RS-9 for a total of 21% lot cov and 29% site cov. No land use issues anticipated. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, 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 i o ' violate or cancel the provisions of any state or local law regulating construction or the performance of constru i .' / r V Signa/re f bo actor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:\Policies\1102.15[10/08] PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO CODER, 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) ti 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 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:Tolicies\1102.15[10/081 CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES '= 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00000754 Date 7/03/14 Application pin number . . . 120372 REPORT SALES TAX --------------------------------------------------------------- Special Notes and Comments on your state excise tax form concrete wash out, exposed aggregate processes, concrete to the City of Port Angeles grinding and saw cut waste water. Location Code 0502) 7. Maintain temporary and permanent erosion control BMPS during project. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required-by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 ---------------------------------------------------------------------------- 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 ----------------- - ---------- ---------- ----7.7-7--- Permit Fee Total 150.00 150.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 5444.50 5444.50 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as-commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:\Policies\1102.15 i10/081 PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4831 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING TAPolicies\1102.15[10/08] THE CITY OFFor City Use W3 A S H i N ; T CI N , U . S . Permit# J Date Received: r�Sf 1 321 East Th Street Port Angeles, WA 98362 �' Date Approved P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: 1123 Grant Avenue, Port Angeles WA 98362 Main Contact: Phone # 360-504-1198 Christopher Anderson E-Mail:Chris@candersonhomes.com Property Name John M and Gail T Ralston Phone 360-504-1198 ®weer Mailing Address Email 495 W. Spruce St., Suite 3 Chris@candersonhomes.com city Sequim, WA 98382 state WA zip 98382 Contractor Name C. Anderson Homes &Development, Inc. Phone 360-504-1198 Mailing Address Email 495 W. Spruce St., Suite 3 Chris@candersonhomes.com c't3' Sequim, WA 98382 state WA zip 98382 Contractor License# Expirations CANEAH943DG March 17, 2016 Project Value: Zoning: Tax Parcel # Lot# $ --4e0 /3 l 0 V06-30-14-56-9180 1 Type of Residential ® Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction ❑ Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical El Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 13 No ® 16' 2 2 Project New Single Family Construction Description I have read and completed the application and know it to be t-Lie and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature 6-25-14 Christopher Anderson �/}�� Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement 0 0 First Floor 0 1468 79-0 Second Floor 0 0 Covered Deck/Porch/Entry 0 32 Deck 0 0 Garage 0 464 Carport 0 0 Other(describe) 0 0 [Area Totals 0 1964 Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverage 1964 9044 21 SQ FT Site coverage(all impervious+ 9044 %Site Coverage structures 2,616 29 Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # 0 Haz/Nt a Haz Piping #of Outlets: Appliance Vent # 1 Heater(Suspended,Floor,Recessed wall) # 5 Boiler/Compressor Size: # 0 Heating/Cooling appliance # 0 repair/alteration Evaporative Cooler(attached,not # 0 Pellet Stove/Wood-burning/Gas # 0 portable) Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 4 Furnace/Heat Pump/ Size: # 1 Ventilation System # Forced Air Unit Ductless Mini 0 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated ' Plumbing Traps # g Fuel gas piping #of Outlets: 0 Water Heater # 1 Medical gas piping #of Outlets: 0 Water Line # 1 Vent piping # 4 Sewer Line # 1 Industrial waste pretreatment # 0 interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX 56.45' P.L. , 0 Un 2 0' N 25.00' S.B. CD cQ LOT 1 N 0 b'044 Sq. Ft. m cc ml CDN m NC) N Dryxel CD M (11 Vank) W I 21 .59' P.L. 8.00' S.B. C o 00 [- - .o O U) o O CA-1468 co N F-iN- { J I I O I N O I E CO w co WII 25 00' S.B. C) O v � v 64.04' P.L. 1123 Grant Avenue emn Lot 01,1123 Grant Ave.,Port Angeles,WA Cmah�m e°o nts 0MY1 SCALE:N PATE CAND�RS©TII p AO •,'°"•`°°"°"°"°"' =�a C A-1468 Spec Home i•=�o..o^ waw.cnom,009ome,,:am - 44' 22' 11'-1 3/4" 10'-10 1/4" A 3 X BEDROOM BEDROOM W e O N W 6-111/4" O O 6-111/4" f 19 510 SF J W� ¢ SO BF V 6.9 3/4" N_ SM SIH 22' 5'-9" 8'-3" YB LH(P) wleaoL 6 wmo 48"x 48'XO w/FAVI '--asp W Le,eL 0 ez�n 9 15'-11 1/2" Fq KITCHEN (VAULTED) co10 ® A MASTER rPANTRY BEDROOM W 2/8 flH otos 5'-11 1/4" 9'-3" 03--2"\ SENO-B3'O.F.F. I1zI I /� I cn I A DINING S Brr (VAULTED) Nes am,e• I 6'-2" 15'4" H192 10'-3" 8' wH N ENTRY II�LL tO (VAULTED) 14 c N � IIs GREAT ROOM (VAULTED) A COVERED PORCH (Concrete Slab) rn r------------------- I I N 7"x 60-0 w I 8' 14'' I I I I 2'-10 1/2" 16-3" 2'-10 1/2" 22' 22' A AJ -.:.- ._.......a�:1.-_-...._:. Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Con a..t Information a Part Ani eles W4 913362 s '; Cysto her And' on p.. . John Mand email T Ralston ,, ��: �� , M _ 8 , �.� �. 36Q, ;tki 19 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date Ali Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 40 0.026 Wood Frame Wall9X1 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°,k 10/15/21 int+TB 0.042 _ SIabd R-Value&Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: Ell.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. 72. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1 a 0.5 ❑ lb Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c ,'.;i ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.g7- 5b .5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.00 *Please refer to Table R406.2 for complete option descriptions http://www.enerey.wsu.edu/Documents/2012%20Res%20Energy.pdf Glazing Schedule Project Information Contact Information Lot 1 -1123 Highland AvenueC.Anderson Homes Port Angeles,WA 98362 Christo her Anderson John M and Gail T Ralston 360-504-1198 R402.3.3 Exception(15 sq.ft.max.) Vertical Glazing(Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet '"`" Feet'"`" Area UA ., .. 16.0 4.80 I3edtoom,° .' . . > 00 � 4,.. 16.0 4.80 ' u v , 4,01,520 111-, = 4°.> li,,.,n ;.', 16.0 4.80 77 pA' : 13' 25.0 7.50 _. 34.2 10.25 z kCitctlett , ,` �,' 0;31?. 1 ° ,4. 12.0 3.60 % Greafrooirti, 0 30.0 9.00 W 77 -F.� 0.0 0.00 777 . 7,7777,,", vis U77-7, .....', i..,.7 .,. 77 171 ; 0.0 0.00 k .' \ .,, 0.0 0.00 .. .S � 5 � " 0.0 0.00 .Now" 4 kA 0.0 0.00 s E. 0.0 0.00 ,x 0.0 0.00 .t. ...' . .,: 0.0 0.00 "FeW' . �\ \`.„ x� .. �.,., 0.0 0.00 0.0 0.00 " a �.... ..�.. .. „ . " 0.0 0.00 77 AI 7= 0.0 0.00 0.01 0.00 � F ,:.. e; j 0.0 0.00 a. O� 0.0 0.00 U_- "_. . ,.a„ �� _ 0.0 0.00 h< . ..,:. T; 0.0 0.00 7 770.0 0.00 e> _•' `ts'kk � .,,'. ,�.,.�d. .��,� �'JIM 77 r 0.0 0.00 a 0.0 0.00 0.0 0.00 0.0 0.00 gn �. 0.0 0.00 J..n 0.0 0.00 ,>.y , .w, .>. b �k = 1 _ 0.0 0.00 0.0 0.00 \\ # . �.:ay. E 0.0 0.00 g77 0.0 0.110 0.0 0.00 0.0 0.00 0.0 0.00 \ r::R ,. " T 3 a>` x 2: l iY n v, 0.0 -'s t 0.00 �..-�� ,�. �:� -._ .� � >�___•.� �. 0.0 0.00 1 0.0 0.00 Sum of Area and UA 1 149.21 44.75 Area Weighted U=UA/Area 1 .30 Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information u iQtl,r1123,GixAvenue; . .a,.,, G:.Andersba.Homes - P(�rpn8eles,wA;98362 -.1 ..,, , , � Ghr3strplferAnder'stira " ,, 360-504-119&_ .:, Heating System Type: *All Other Systems OHeat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature instructions _ Design Temperature Difference(AT) 42 Port Angeles v AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) $Q 11,744 Glazing and Doors U-Factor X Area = UA Instructions 0.30 190 57.06 Skylights U-Factor X Area = UA histriurtionS 0.50 --- Insulation Attic U-Factor X Area = UA Instruetin3is R-49 v 0.026 1 468. ,d' 38.17 P. Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No Vaulted Ceilings in this project.No Vaulted Ceilings in this project. v ' — � M" ✓"'I" Above Grade Walls(see Figure 1) U-Factor X Area UA Instrt#c#.ions R 2t Intermediate v 0.056 1,336 74.82 Floors U-Frctor X Area UA Instructions "R-30 v 0.029 42.57 Below Grade Walls(see Figure 1) U-Factor X Area UA ' No Below Grade Walls in this project. v --- Slab Below Grade(see Figure v F-Factor XLe� UA Instructions --- < No Slab Below Grade in this project. v Slab on Grade(see Figure 1) F-Factor X Length UA Instructions No Slab on Grade in this project. v --- Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space v 1.10 Sum of UA 212.62 Envelope Heat Load 8,930 Btu/Hour Figure 1. Sumo/UAXAT Air Leakage Heat Load 5,327 Btu/Hour VolumeX 0.5XATX.018 Above Grade Building Design Heat Load 14,257 Btu/Hour """""�"�+:«x•, Air Leakage+Envelope Heat Loss Building and Duct Heat Load 15,683 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 21,956 Btu I Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Dud Heat Loss X 1.25 for Heat Pump (07/01/13) Table R402.1.1 Footnotes Cor SI: 1 foot.=304.8 mm, ci .=continuous insulation, int.= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. 1110/15/21.+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.+ B'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. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. MITSUBISHI ELECTRIC {, MnSLIM0 Split-ductless A/C and Heat Pumps ;, MMI , , ; • erg Job Name: 1123 Grant Avenue Location: Port Angeles, WA Date: 06-25-14 Purchaser: C. Anderson Homes Engineer: Absolute Air Submitted to: City Of Port Angeles For ❑Reference ❑Approval HConstruction Unit Designation: Great Room Schedule No.: GENERAL FEATURES •Highly energy-efficient system that features 92%heating capacity FOODS at 5°F,75%at-4°F,and 58%at-13*F ' •Updated sleek,compact indoor unit design •Includes Standard,Platinum Deodorizing,and Anti-allergy Enzyme filters for a complete air purifying system ° •"Powerful Mode"function permits system to temporarily run at777 — ` a lower/higher temperature with an increased fan speed,which Indoor unit:MSZ-FE12NA quickly brings the room to the optimum comfort level •Integrated i-see Sensor automatically adjusts the unit's operation according to temperature differences detected between the flooreegm and the intake air,ensuring optimum comfort and energy usage •Wireless remote controller wireless Remote •Base heater is available as an option Controue •Limited warranty:five years on parts and defects and seven years on �r ' compressors -- Outdoor Unit:MUZ-FEI2NA OPTIONAL ACCESSORIES Indoor Unit Outdoor Unit MCA......... ............ ............. ............. 1A •Base Heater(MAC-64OBH-U) Fan Motor0.76 F.L.A. •Drain Socket(MAC-851 DS) "" """""" "" " '""""""" Airflow Indoor Unit Cooling(Lo-Med-Hi-Powerful) ....162-226-381 -410 Dry CFM • Indoor Adapter(MAC-3991F) 144-202-350-367 Wet CFM •M- Contact Terminal Interface(MAC-3971F) Heating(Lo-Med-Hi-Powerful) ....166-240-399-420 Dry CFM •Wired Remote Controller(PAR-21 MAA;Requires MAC-3971 F) Sound Pressure Level • Cooling(Lo-Med-Hi-Powerful). ......22-33-43-45 dB(A) Condensate Pump(S13100-230;230V) •Replacement Platinum Deodorizing Filter(MAC-308FT) Heating(Lo-Med-Hi-Powerful). ......22-33-43-44 d6(A) •Replacement Anti-allergy Enzyme Filter(MAC-418FT;MERV 8) Cooling* DIMENSIONS UNIT INCHES/MM Rated Capacity.. .... ............... ... .......12,000 Btu/h W 31-7/16/799 Minimum Capacity .................. ...........2,800 Btu/h D 10-1/8/257 SEER............. ............... ... ..... .23.0 Btu/h/W H 11-5/8/295 Total Input.. ............... ... ..... ...... ........ .930 W Heating at 47°F* Weight ..:.... ........ .......... ..... ..... .27 lbs. / 12 kg Rated Capacity. .. ... ........ ....... ... ... ..13,600 Btu/h External Finish .....................Munsell No. 1.OY 9.2/0.2 Minimum Ca aci.. 3,000 Btu/h Field Drainpipe Size O.D.. ..... .............. 5/8" / 15.88 mm HSPF .......... ... ...... ........ ...........10.6 Btu/h/W Remote Controller ...... .........................Wireless Total Input. ...... .... ..... .......... ............. .950 W Heating at 17°F* Outdoor Unit Rated Capacity......... ........ ..... ...... .. ..8,300 Btu/h Compressor............ . . . . . . DC Inverter-driven Twin Rotary Rated Total Input ...................... ........ ... .800 W MCA................................ ........ ........12 A Maximum Capacity............................13,600 Btu/h Fan Motor..... ... ...... .............. ........ . 0.56 F.L.A. Maximum Total Input . ... ........ .......... . ...... 1,780 W Sound Pressure Level *Rating Conditions(Cooling)-Indoor:80°F(27°C)DB.67°F(19°C)WB;Outdoor:95°F Cooling .......................................48 dB(A) (35°C)DB,75•F(24•C)WB. Hc.31 ng .. ... ... ..... . ...................... .. .49 dB(A) (Heating ffi 47°F)-indoor 70°F(21°C)DB,60°F(16*C)WB;Outdoor:47*F(8°C)DB,43°F(6°C)WB. (Heating at 17T)-Indoor:70°F(21°C)DB,601F(161C)\A43;Outdoor.17T(-8°C)DB,15T(-9°C)W8. Heating at So F DIMENSIONS INCHES/MM Maximum Capacity... ... ......................12,507 Btu/h W 31-1/2/800 D 11-1/4/286 Electrical Requirements H 21-5/8/549 Power Supply......... ...........208/230V, 1-Phase,60 Hz Breaker Size.... ..................... ...... .........15A Weight ............... ............... ... ...80 lbs. / 36 kg External Finish .....................Munsell No. 3.OY 7.8/ 1.1 Voltage Refrigerant Type.... ................... ........... . R410A 9 Refrigerant Pipe Size O.D. Indoor-Outdoor S1-S2 ... ............ .......AC 208/230V Gas Side . ................................. 3/8"/9.52 mm Indoor-Outdoor S2-S3 ..................... ....DC 12-24V Liquid Side................................ 1/4"/6.35 mm Wireless Remote Controller. ................. ........ .. DC Max.Refrigerant Pipe Length............ ....... ...65' / 20 m OPERATING RANGE Max.Refrigerant Pipe Height Difference .............40' / 12 m Connection Method ..... ............................Flared Indoor Intake Air Temp. Outdoor Intake Air Temp. Maximum 90°F(32•C)DB,73°F(23•C)WB 115°F(46°C)DB Cooling Minimum 67T(19*C)DB,57T(14°C)WB 14°F(-10°C)DB Maximum 80•F(27°C)DB,67T(19°C)WB 75*F(20C)DS,65°F(18*C)WB Heating Minimum 70°F(210C)DR 60°F(16•C)WB -131F(-251C)DB,-151F(-261C)WB** ER R *System cuts out at-18*F(-28°C)to avoid thermistor error,but recovers from cutout operation and automatically restarts at-13°F(-250C). S MSZ-FE12NA Unit: inch 31-3/8 7/16 X 1 Oblong hole 7/16 X 13/16 Oblong hole 30-7/8 1/2 2-1/2 8-7/8 8-7/8 Installation late I sp zz n a I I I d> _ � -1 1 8il . °D LO 13-9/16 13 2-11 u it ` coAir in Wall hole o2-9116 N 10-118 1/4 Installation late 2-3/16 27-1/16 2-3/16 Piping 1-11 1 m 2-5/160 3/4 co ch N L- Tr. _1111r —C N fO Drain hose Insulation o1-3/8 O.D LS 3-3/8 a Liquid line 0114 19-11/16 Flared connection o1/4) Air out 3-13/16 'a Gas line o3/8 16-15/16 Flared connection o3/8 Drain hose Insulation o1-1/8 O.D Connected part o5/8 O.D MUZ-FE12NA Unit: inch 15-3/4 Drain hole 01-5/8 REQUIRED SPACE Air in Basically open 4 inch or more without any obstruction in front g and on both sides of the unit. M � p<g Air in b rn m 'If IL cv M � pin•o< 4jn or 1-9/16 �O�e b Air out 7/8 2-3/8 x 13/16 Oval hole 1q> 6y°.o�moce p or�O�e handle 29/32 11-1/4 Open two sides of left, ro right,or rear side. N N (7 \ N EO r N11-29132 AL Liquid pipe :1/4(flared) Cl) Gas pipe :3/8(flared) CO5-151161- 19-11/16 E- 31-1/2 �3/32 MITSUBISHI AFM ELECT IC HVAC Advanced Products Division ' b•400 Lawrenceville Suwanee Rd Suwanee,GA 30024 Tele:678-376-2900•Fax:800-889-9904 Toll Free:800-433-48221 www.mehvac.com C SD-MSZ-FE12NA/MUZ-FE12NA-200908 ©MITSUBISHI ELECTRIC/HVAC 2009 Specifications are subject to change without notice. SOUND STRUCTURAL SOLUTIONS E N G I N f E R S C.Anderson Homes & Development Chris Anderson Client 495 W Spruce St, Ste 3C Sequim, WA 98382 ,AV 360-504-1198 phone , 360-504-1199 fax ,► ' SSS# s1406004 , Plan CA-1468 Project 1 Story SFR �1�A'Ir ` Identification WAC 196-23-070 Section Engineering Calculations 1 Wind &Earthquake Design 2 Partial Framing Design 6628 212th Street SW,Suite 205 - Lynnwood,WA 98036 - Ph:425-778-1023 - Fax:206-260-7490 h b e > � �' aa _.� �`�� � � , -, �i y ems$ � 3«'�• � �� .�� - w.� sr_ h of ..raaIV Vjfr 'F t a- 44 Ag t h. . ,Go Design Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (10% in 50 year values) (which utilizes USGS hazard data available in 2008) Site Coordinates 48.10N, 123.421°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III t 5mi. 5000m FREStMATES BA Y y r oPort Angeles, 611 Part Angeles , y P�, �a �A av w t10 fi i g ffmpquest a ; + 14 I' �d2tPQU �[ USGS-Provided Output SS = 1.606 g SMS = 1.606 g SDS = 1.070 g Sl = 0.642 g SMI = 0.963 g SDI = 0.642 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRV building code reference document. MCER Response Spectrum Design Response Spectrum 1.97 1.70 1.10 1.36 0.88 1.19 0.77 1.02 ET o.66 NM 0.95 En 0.55 0.613 0.44 0.51 0.33 -F 0.3+1 0.22 0.17- Mo .17 0.00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period,T(sec) Period, T(sec) For PGAM,TL, CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. Section 1 Lateral Analysis s1406004 Number of Diaphragms 1 Code 12 IBC 2012 International Building code &2010 ASCE7 General Design Criteria Design Loads Dead Live Snow Seismic s Mass Roof 15 25 15 Floor 10 4010 Wall 10 10 Risk Category II Wind Design Criteria Wind Load Design Procedure 2010 Envelope Procedure Basic Wind Speed 130 mph Surface Roughness C Wind Exposure Category C Topographic Factor Kzt 1.00 Enclosure Classification Enclosed Building Internal Pressure Coefficient +/- 0.18 Seismic Design Data Seismic Load Design Procedure 2010 Equiv. Lateral Force Procedure Seismic Design Category D Mapped Spectral Accelerations, MSA Short Period Acceleration SS 1.606 1-Second Accelleration Sl 0.642 Long-Period Transition Period TL 6 sec. Spectral response coefficient SDS 1.07 Spectral response coefficient SDI 0.64 Site Classification D Seis. Force Resisting System Table 12.2-1: A-13 Transverse Longitudinal Response Modification Factor R 6.5 6.5 Seismic Response Coefficient Cs 0.165 0.165 Design Base Shear 9696 9696 lbs Overstrength Factor no 2.5 s1406004 140623 SSSlateral 140507 Section 1 DC Wind Loads Wind Loads Help Ridge Elevation 16 ft Eave Height 9 ft Mean Roof Height, h 12.5 ft Least Horizontal Dimension, LHD 44 ft Transverse Direction Longitudinal Direction B Dimension 57 ft B Dimension 44 ft L Dimension 44 ft L Dimension 57 ft End Zone, 2a 6 ft End Zone, 2a 6 ft Wall Areas Transverse Direction (WW) Longitudinal Direction (WW) Roof Pitch 8 :12 Roof Pitch 5 :12 LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft (Horiz Proj) (sq ft (Horiz Proj) 1 333 sq ft 199 sq ft 1 274 sq ft 229 sq ft Transverse Direction (LW) Longitudinal Direction (LW) Roof Pitch 8 :12 Roof Pitch 5 :12 LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft (Horiz Proj) (sq ft (Horiz Proj) 1 333 sq ft 199 sq ft I 1 274 sq ft 229 sq ft Wind Variables Basic Wind Speed,V 130 mph Topographic Factor.Kzt 1.00 Directionality Factor,Kd 0.85 Velocity Pres.Exp.Coeff.Kz 0.85 Velocity Pressure.a, 31.26 psf Main Wind Force Resisting System - Diaphragm Design Loads 2010 Envelope Procedure Direction Transverse Longitudinal sum 12210 8647 Load Case 1 17 1 12210 8647 s1406004 140623_SSSlateral 140507 Section 1 WF(2) Seismic Loads Effective seismic wei ht at Story x roof area(ft) floor area(fl) story height(ft) trans-wall(ft) long-wall(ft) misc load trans-WX long-WX Diaphragm 1 2245 0 7.75 150 175 (lbs) 33675 0 11625 13563 40456 39488 Mapped Spectral Accelerations Ss 1.606 Fa 1.000 SDs 1.07 St 0.642 Fv 1.500 SDS 0.64 Seismic Design Category D Seismic Use Group II Seismic Importance Factor IE 1.00 Site Classification D Response Modification Coefficient Diaphragm Trans Cs Lon Cs 1 6.5 0.16 6.5 0.16 2010 Equiv. Lateral Force Procedure Transverse Longitudinal Seismic Response Coeff. Ct= 0.020 0.020 X= 0.75 0.75 T= 0.102 sec 0.102 sec hn= 9 ft TL= 6 sec Transverse Longitudinal Cs= 0.165 0.165 lbs EQ 12.8-2 (Maximum) Cs= 0.971 0.971 lbs EQ 12.8-3/8.4 (Minimum) Cs= 0.047 0.047 lbs EQ 12.8-5 (Minimum) Cs= 0.010 0.010 lbs EQ 12.8-5 (Minimum) CS= 0.049 0.049 lbs EQ 12.8-6 Transverse Longitudinal Base Shear V= 9696 lbs 9696 lbs s1406004 140623 SSSlateral 140507 Section 1 EF Vertical Distribution.Forces at each level 12.8.3 k= 1.00 Transverse Longitudinal Diaphragm hx Wx WxhXk C. Wx WXhXk C. 1 1 8.75 40456 1353992.191 1.000 39488 1346515.6251 1.000 353992.19 345515.625 Diaphragm ITransverse I Longitudinal 1 1 9696 1 9696 Ilbs s1406004 140623 SSSlateral 140507 Section 1 EF Allowable Stress Design Loads 2010 Envelope Procedure 2010 Equi►.Lateral Force Procedure Wind Load Combination Seismic Load Combination 0.6D+0.6W+H (0.6-0.14SAD+0.7pQE+H %of DL used in OT %of DL used in OT 60% 45% Wind Design Loads FX Seismic Design Loads,FX p= 1.30 72.3.4.2 Transverse Longitudinal Transverse Longitudinal Diaphragm Force(lbs) Force(lbs) Diaphragm Force(lbs) Force(lbs) 1 7326 5188 1 1 8823 8823 Principle of Mechanics-cont. Where, v= shear per linear foot of shearwall P w= width of shearwall D h= height of shearwall D= resisting dead load centered over shearwall (y x b P= resisting dead load at end of shearwall Shearwall calculations follow,where, VX Total force in the diaphragm above story(x),pounds(lbs) h % Percent of VX tributary to the shearwalls(SW)in the wall line VDX Force from the diaphragm above that transfers to the SW's,lbs VTX+'I Force from the SW's above that transfers to the SW's,lbs ��gg VTX Total force in the SW's(VD,+VT.,+,),lbs A=MWff�OONBt L Total length of SW's(E w), feet(ft) V Linear force in the SW's(VTX/L),pounds per foot(plf) VF Greater of v induced by wind or earthquake,plf • Max TX Maximum uplift force of the SW's,lbs Free Body Diagram of a ShearWall V, Greater of v in the sheathing induced by wind per 2306.4.1 or earthquake per 2305.3.4,plf w Width of SW,ft h Height of SW,ft dr Tributary distance of roof(used to calculate D)along the width of the SW,ft dra Tributary distance of roof(used to calculate P)adjacent to the width of the SW,ft df Tributary distance of floor(used to calculate D)along the width of the SW,ft df. Tributary distance of floor(used to calculate P)adjacent to the width of the SW,ft TWX+1 Wind uplift force of the SW above that transfers to the SW,lbs TWX Wind uplift force of the SW,lbs TeX+1 Earthquake uplift force of the SW above that transfPrs to the SW,lbs TeX Earthquake uplift force of the SW,lbs s1406004 140623 SSSlateral 140507 Section 1 DL Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 1 1 Trans vs w h dr dra df dfa Twx+f Twx Tex., TeX WIND E-QUAKE 40 22.00 7.75 -104 -73 VTX+1 VD, 1157 882 VTx 1157 882 v 53 40 Max Tx L VF VS 22.00 53 40 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 2 1 Trans VS w h dr dra df dfa Twx,., Twx Tex+j Tex WIND E-QUAKE 315 14.00 7.75 17 1 628 1392 VTX+, VD, 3663 4412 VTx 3663 4412 v 262 315 Max Tx 628 1392 L VF VS 14.00 315 315 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 3 1 Trans VS w h dr dra df dfa TwX+, Twx Tex+, Tex WIND E-QUAKE 346 2.88 7.75 2 2 1250 1867 VT.,, 346 2.88 7.75 2 2 1250 1867 VD, 2506 3529 257 4.00 7.75 2 2. 1214 1840 VTx 2506 3529 257 4.00 7.75 2 2 1214 1840 v 182 257 Max Tx 1250 1867 L VF Vs 13.75 257 346 s1406004 140623 SSSlateral 140507 Section 1 FR Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear A 1 Long vs w h dr dra df df. Twx+j Twx Te.,, TeX WIND E-QUAKE 113 39.00 7.75 2 -742 -67 VTX+I V DX 2594 4412 VTx 2594 4412 V 67 113 Max Tx L VF vs 39.00 113 113 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear B 1 Long vs w h dr dra df df. Twx+, TwX Te.., Tex WIND E UAKE 130 4.00 7.75 12 1 247 748 VTX+i 130 11.56 7.75 12 12 -720 22 V Dx 2594 4412 130 8.44 7.75 2 2 249 749 VTx 2594 4412 130 6.00 7.75 2 1 2 1 328 808 130 4.00 7.75 8 2 285 775 v 76 130 Max TX 328 808 L VF vs 34.00 130 130 s1406004 140623 SSSlateral 140507 Section 1 SS Shear Transfer Connections Fasteners and Spacing H N N N N N N N N N N N N �2 :2 2 a r V- N rq N toto —I CL 1-4 V Li 2x Plates 3x Plates M u u tD u lD u = (A i u +� N ,_, � X X X X '—' = I V N N M M f0 'p M u 3 N �f0 N Y N � V n �--� fC O = 00 0p 0) m d d C Q o o O +-+ V1 Z C C Ln C O C !3 N Q u Q " Q u Q 03 u N �c N Q N C CL Ln 0 M a0.+ R W 0i LL ~ F E r0 M 70 a 00 a � a CO a in to to A 150 11 9 55 27 12 38 16 101 75 110 �.\\ 207 8 40 20 8 28 12 59 54 79 B 265 6 31 15 6 21 9 42 42 62 C 332 5 25 12 5 17 7 31 34 49 � �"� 350 4 23 11 5 16 7 29 32 47 450 3 18 9 4 12 5 21 12 18 600 2 \�\ 13 6 3 9 4 15 9 13 780 2 10 5 2 7 3 11 17 26 900 1.5 9 4 2 6 2 10 15 22 935 1.5 �U , 8 4 1 6 2 9 �� � \:,;�� � 14 21 1190 1.0 ��' �� 7 3 1 4 2 7 �� 11 17 Shearwall Capacities from ANSI/AF&PA SDPWS-2008 Table 4.3A MINIMUM NOMINAL PANEL DF DF c THICKNESS Nail or Staple size @ 16" oc @ 24" oc R (inch) 6 240 7/16" 8d @ 6"oc 260 240 6 4 350 7/16" 8d @ 4"oc 380 350 4 450 7/16" 8d @ 3"oc 490 450 3 585 7/16" 8d @ 2"oc 640 585 2 700 7/16" BOTH SIDES 8d @ 4"oc 760 700 44 900 7/16" BOTH SIDES 8d @ 3"oc 980 900 33 1170 7/16" BOTH SIDES 8d @ 2"oc 1280 1170 22 The above allowable capacities were reduced by 2 for 2. Shears are ASD and are for Seismic loads. Allowable Wind loads permitted to are 1.4 greater. This office decreases the wind be increased 3. G=0.43 sheathing shear, v s, demand by this factor rather to values [1-(0.5-0.43)]shown for = 0.93 than using the increased capacity. That way, only one 15/32-inch set of capacities is needed for simplicity. sheathing... s1406004 140623_SSSlateral 140507 Section 1 ST Shear Transfer Notes [1]TABLE 11N [pg97 NDS] Z=89 lbs for a 16d box nail (D=0.135) in Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] [2] Value from note 1 then multiplied by the Toe-Nail Factor SECTION 11.5.4 [pg78 NDS] for nominal lateral design values Ctn=0.83 [3] the A35 is used in loading condition 4 in an F1 direction of load according to Simpson designations for SPF/HF Lateral(133/160) Z=450 lbs [pg146 C-2005] [4] [5] for SPSF/HF Lateral(133/160) Z=130 lbs [pg142 C-2005] [6] the H1 is used in an F1 loading according to Simpson designations for SPF/HF Lateral(133/160) Z=415 lbs [pg142 C-2005] [7] the DTC is used in an F2 loading according to Simpson designations for SPF/HF Lateral(133/160) Z=210 lbs [pg112 C-2005] [8]TABLE 11E [pg85 NDS] Z=570 lbs for a 1/2"diameter bolt in 1-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3-inch nominal member. Exception: With design load less than 600plf the sill plate is permitted to be a 2-inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [9]TABLE 11E [pg85 NDS] Z=830 lbs for a 5/8" diameter bolt in 1-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3-inch nominal member. Exception: With design load less than 600plf the sill plate is permitted to be a 2-inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [10] TABLE 11E [pg85 NDS] Z=700 lbs for a 1/2" diameter bolt in 2-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] [11]TABLE 11E [pg85 NDS] Z=1040 lbs for a 5/8" diameter bolt in 2-1/2" side member of Hem- Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] s1406004 140623 SSSlateral 140507 Section 1 ST Horizontal Diaphragm Calculations ANSI/AF&PA SDPWS-2008 Unblocked DF Unblocked HF Table 4.2C Panel Thickness Nails Case 1 All other Case 1 All other Roof Diaphragm 1 7/16" 8d 230 170 213.9 158.1 Floor Diaphragm 23/32" (19/32") 10d 285 215 265.05 199.95 The minimum depth of horizontal diaphragm required to provide shear capacity for SEISMIC forces The minimum depth of horizontal diaphragm required to provide shear capacity for WIND forces Specify Shear Shear Middle Roof or Shear a Stress Stress Line Story Wind Seismic or end Floor Case Cap' Length wind Seis 1 1 1,157 882 E R All other 158.1 7.3 5.6 2.1 3,663 4,412 M R All other 158.1 11.6 14.0 3 1 2,506 3,529 E R All other 158.1 15.9 22.3 A 1 2,594 4,412 E R All other 158.1 16.4 27.9 B 1 2,594 4,412 E R All other 1 158.1 16.4 27.9 0 s1406004 140623 SSSlateral 140507 Section 1 HD Shear Wall Summary a % % J Width SW VF Stressed vs Stressed Uplift W Uplift E Holdown Notes f5 1 1 22.00 A 6 53 35% 40 1'i% 2 1 14.00 C 4 315 95% 315 90% 1392 HDU2 3 1 13.75 B 4 257 97% 346 99% 1250 1867 HDU2 A 1 39.00 A 6 113 75% 113 47% B 1 34.00 A 6 130 1 87% 130 54% s1406004 140623 SSSlateral 140507 Section 1 SW Wood BeamFile=\kServerlms\Jobs1s141S14060-1.AND1WO1406-11514060-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.6.15,Ver.6.14.6.15 Description CODEREFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875.0 psi Ebend-xx 1,300.0 ksi Fc-Prll 600.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 170.0 psi Ft 425.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling ...........................-................................._................................._..._.........._._.. ................---................__................................_._.............._.............._.......................... . . .. . .......: D 0.248 S 0.412 P mt Rag ` 4 6x8 Span=4.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.2480, S=0.4120, Tributary Width=1.0 fl DES/GN SUMMARY _ ®- • Maximum Bending Stress Ratio = 0.30S1 Maximum Shear Stress Ratio = 0.246 : 1 Section used for this span 6x8 Section used for this span 6x8 fb:Actual 307.20psi fv:Actual 48.00 psi FB:Allowable 1,006.25 psi Fv:Allowable 195.50 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 2.000ft Location of maximum on span = O.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection0.009 in Ratio= 50z;4 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 j Max Downward Total Deflection 0.015 in Ratio= 3155 Max Upward Total Deflection 0.000 in Ratio= 0<240 f .. ......—__._.._..—__....___.__.___.___.__.—.._________..___....___............................. _._.._.....__..............._. Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Def! Location in Span Load Combination Max."+"Dell Location in Span D+S 1 0.0152 2.015 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.320 1.320 Overall MINimum 0.496 0.496 D Only 0.496 0.496 S Only 0.824 0.824 D+S 1.320 1.320 Section 2 Wood BeamFile=\\ServeAsssUobs\s14\S14060-1.AND\W01406.1\S14060-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.6.15,Ver.6.14.6.15 e.ee.. 11111=1111111111111ME0=1m ® m m Description: 1-2 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875.0 psi E:Modulus ofEtasticity Load Combination ASCE 7-10 Fb-Compr 875.0 psi Ebend-xx 1,300.Oksi Fc-Prll 600.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade ;No.2 Fv 170.0 psi Ft 425.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling ........................._...................................................._........_._......... Q(0 03S 0.05 rRk z�� as a a , I 3 6X6 Span=6.0 ft Applied Loads Service loads er:tered. Load Factors will be applied for calculations. Uniform Load; D=0.030, S=0.050, Tributary Width=1.0 f1 DESIGNSUMMARY ® • Maximum Bending Stress Ratio = 0.0831 Maximum Shear Stress Ratio = 0.045 : 1 Section used for this span 6x8 Section used for this span 6x8 i fb:Actual 83.78 psi fv:Actual 8.73 psi FB:Allowable 1,006.25psi Fv:Allowable 195.50psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 3.000ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.006 in Ratio= 12341 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.009 in Ratio= 7713 Max Upward Total Deflection 0.000 in Ratio= 0<240 ...................................._....._._...._..._....._.__..__.....................__........................ .. __............._._._.........................__._.................. ......................_..................._._...-...._............._....._._._._......................... __................................_............_...................._.._.................__...___..................._.-_... Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+S 1 0.0093 3.022 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.240 0.240 Overall MINimum 0.090 0.090 D Only 0.090 0.090 S Only 0.150 0.150 D+S 0.240 0.240 Section 2 Wood Beam File=\\Server\sss\Jobs\s14\514060-1.AND\W01406-1\514060--1.EC6 ki ENERCALC,INC.1983-2014,Build:6.14.6.15,Ver.6.14.6.15 Description: 1-3 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.0 ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling --........................_.._.......__.............._................__.........._..._..._._..........._................_........................................ i i D 0.03 S 0.05 } 10 -r . s. , 4x10 Span=16.250 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.030, S=0.050, Tributary Width=1.0 fi DESIGN SUMMARY P ® eOEM Maximum Bending Stress Ratio = 0.511: 1 Maximum Shear Stress Ratio = 0.145 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual = 634.87 psi fv:Actual 30.12 psi FB:Allowable 1,242.00psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 8.125ft Location of maximum on span = 0.000ft j Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.214 in Ratio= 9,2 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.342 in Ratio= 570 Max Upward Total Deflection 0.000 in Ratio= 0<240 i i Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Def! Location in Span D+S 1 0.3418 8.184 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.650 0.650 Overall MINimum 0.244 0.244 D Only 0.244 0.244 S Only 0.406 0.406 D+S 0.650 0.650 Section 2 AL 56.45' P.L. NZ0 N 20 ' 25.00' S.B. c� J _ _ CD � LST 1 _ m ® ® 9 ,044 Sq . Ft c0 C/) ► CD U) m oI DryweN oh (f f Yards) ► M . 21 .59' P. L. J m . 8.00' S.S. a- co - ° _� O U) ® C) ® o ty- o CA- 1466 co . I r-W- ■ p J C) II E rCOCD I I w I ° D Cl) D .. co D Lij D �s— v v e D v v p 0 ° I D 25 00' S.V■ Ln D° p l dD r p ° D ° D P v v O ° D p D ° v D d D. XI � D 64.04' P.L. 1123 brant Avenue N' plm#. 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H/a N C L7 _0 O C N O - - - 00 = m Lu Q Y U 17-11" 21'-1" r N M Lf) cp � o M 39' o 00 a.;• m s � � Q U Vl Ol d Certainteed Perfection Shingle 30 Year - Pabco Premier 7" Reveal - (Typ.) Arch. Comp -- - - - _I- I. s- � rSr- r�L r r -- ___ 1 - 7-_ 5/4x8 Belly Band -t_ L = Band J_ /4x8 Belly o 5 I I - - T Ceiling -. - - -- - - 1 - -= 5-K Alum. Gutters U (Typ.) CID - -_-- 2x6 Fascia (Typ.) o rn - - 1 O -- 5/4x4 & 5/43 Main Floor - — -- - Corner Boards (Typ.) z Traditional Long w/Madison Arch 613 5/4x6 Top & Sid s 1x6 Pine T&G 5/4x6 Window/Door Trim Certainteed Lap � c ROOF CONSTRUCTION [-a Door Trim (Porch Soffit) (Front Only} 7" Reveal (Typ.} 30-Year Architectural Composition (Pabco Premier) 30# Felt a o 7/16" OSB Sheathing A Engineered Truss Top Cord- 24"O.C. R-49 Insulation (Zone Electric/Ductless Mini Split) A Engineered Truss Bottom Cord- 24"O.C. Front Elevation _ 12 5/8"G.W.B.w/Vapor Barrier Paint 01 11 Scale: 1/4" = 1 - 0 5 1" Min. Clear Vented Air Space (Confirm Front Siding Details before delivery and installation) Above The Insulation Vented Bird Blocks 5K Gutter Ceiling Window Header-6X8 1 (Unless Structural Supersedes) 2x6 Facia Board Vinyl Window(PlygeI U-Value=.30 Min. WALL CONSTRUCTION 0 0 rn Horizontal Lap Siding(Certainteed) FLOOR CONSTRUCTION 1 Layer- 60 Min.Siding Paper Carpet, Laminate,Vinyl 7/16"OSB Sheathing U 2X6 Studs 7/8 OSB T&G Subfloor @ 24"O.C.at Exterior Walls 9 1/2" I-Joists @ 24"O.C. U.N.O. (2X4 Studs @24" O.C. at Interior Walls) R-30 Insulation(Zone Electric/Ductless Mini Split) R-21 Insulation 1/2" G.W.B.w/Paint Vapor Barrier MASAP(Simpson) (� See Struct for Spacing Floor Level 4"PVC Solid ct .o Tied toDrywell Finish Grade 30 Year - Pabco Premier Cont.#4 = — - III—III _ 1 III —III - 6 Mil Black Vapor Barrier _ — Arch. Comp z -1 I M w 0 5/4x8 Belly Band 5 30 Year - Pabco Premier 12 Arch. Comp - z �- r - I i _ - - -- - - - - -1- _-I -1 IT- If 1 I Ceiling - I -T--I - 5-K Alum. Gutters - - (Typ.) - - - - - - -- -- --- - -- - - - - - - 2x6 Fascia (Typ.) -- - - - - - - - - 5/4x4 & 5/4x3 a Main Floor - - - - - -- - - --- - - - -- - -- - - - - - - - — Corner Boards (Typ.) o W :b A rz� Certainteed Lap 7" Reveal (Typ.) Left Elevation Scale: 1/411 = 1 ' - 0" b4�Jp o ° 5 30 Year - Pabco Premier �•+ 5/4x8 Belly Band 12 Arch. Comp C4 i - t r N Ceiling - -K Alum. GuUers I � ( Y - p.) - - - - - - -- - - - _ - - - 2x6 Fascia (Typ.) - -- 00 - - - - - - - x 4x3 Main Floor - - --- - - - - - - - - - - -- - Corner Boards (Typ.) � 1 Certainteed Lap 7" Reveal (Typ.) o U o Ri ht Elevation - x00 Scale: 1/4" = 1 ' - 0" ^^ s� M .o b 4 r_3 v 1' v V kn o rn U N q�Tx a 2 co [1 U Y O N >m 12' 11'-6" 6 'L 0 O u U r h L v a o - ■ – Vl F75iu L a (DM a (.0L �� '^ cz W - V/ Lo(D M L 0CO p o CL n A o r ° >, 8L •NIW ( L r L `✓ � Lni r a r L cyj 3, o L 3, r, U cz 0— — — — — — — — — — — — — — — — — — — — — L ° L — cz O o i O I I a) = a o o -FzI .. I N I I � _ � -0 N 'ICE I I'' 1 1 � U Q. 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TW �' WW I o�iae: s� �f1 •i �'s :!� � � aIfG : :. ter rig►. 1 . k> ►c> t t "It o ' pig 'HE" ROW / SPA 1li�f►l 1.-� � ► R. W_70vR. T a �&Law�T� cm! CALL �Tt" om • �,� -.�u:>� u �. err car -nomNOLS: ��-- �c�.. • Flay <�1:y�,y j� bbft,,k I&k:7' a Fd fTheis "� _ L�`!','-. W��3+ •':�'- j 'LRiz:f ,'rte I�f. ': � 6 :��I� � ',� �.€� � •� � vF: ice, �J •�1r�'�iif. � 71W 0�16 TLAI6•� � _ �.. .__. :�•� IFM 'Vin' �: pc�t '( ii tl - 00 ► +�.1fid OW 11160 410c Wmamm ,�, , r s - _. . �. v, Q YW e ` ft .._ NOL:DOWN SOEDULE r �; M ORE M- i�idl IM R It •`Y , 8 9s' r'- > 1� idle ' t t e M N �,/'I! o P.Tr, ONh ,fif> ">J CWit RK ;aUX-K O fes [ >Si' illAi00 ow . jiw SYMBOL LEGEND �. : : . ._ � ,,,. ' 1 '' - ru dem• Ce . ..:•. '' AT. ��_� ! !k!�- � DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. [�]' cow �`M T ':. � i — — — — — — — — — cz€; IiC,li�:ttFiotiernitrtt:Ite. 6tfr 0 "Or ";qqiPowp ow r 11..'. DIAPHRAGM PROJECTION Re resents elements such as roof eaves,facades,and the like. _• A", �1• �" I r i IifZf[ LIt11;. iC `. if : 11 E17.�`: "ka tiaif. I(�I'7AC' � <<tin,..` '...... � Q� Wr y�� OMW "WWo SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the �� All , • � .� . � . . SHEARWALL SCHEDULE. . i �1 ____ 01 . �.. ; lrir+a�.!�l� l t�fi�:;' iile�: P � � il� + �►�I�:�'.al� F-Yli•, U 3 BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are indicat ' in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers (HDR)shall be 6x8 U.N.O. on the plan. RO" 40),'16 WW wr JA E tel' `SWO . : Q) v .,.., :. ,Itf a; SIG pttel �, �. JOIST,TRUSS,OR RAFTER Repetitive member symbol points m the direction of the span. The type,size and max r , � spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire 4 �1 ,Y+tih.rtlgj�J� ± 1 ,, - O level. Y 3 .: : : ' '. � _ - - - Im a ort,-�toc" F"Ut1'�tl�sirtia '� '�'' 'Y` _ � - a =�'� N cn 0 be nWW1 l **f. :char t*le*rat N N �y�rr _ i N aft- AM t # rrn tia X11 �I x : " iiso �"s T` 0 WI .l I ��i�t4A.- A I ►` liE'�flCStt l 1E111 ' �j�•�.ia�y,�p r�YgJ .[.p�Q7y��yie }}�( �}� �y�j�,']y�y Afr..+�T^N1T.�• 'a!ii1. I' ''... a9YlR!!i.R�n•'T • Won �' •'J`r`•� ,'1�>��"� T�'r�tSt �s�.�vft�:,`�.i ttc�t��eEt I' d�k` �ki'� Its` .• '�1" �. -i�: e ( 'rear 's x oft, *P!00*wvIii# +# i + ,06 %OWNr 1 e tom. . c _ s1406004 rar' xa . DATE 6/24/2014 + + €;iu9ir ais.tse b ;lrlf REVISION g BEAMREQUIRED STUDS w�(16))1040d Q AS SHOWN BEAM 2x6 WALL 2x4 WALL GIRDER TRUSS (3)2x6 (4)2x4 LU#HTS20 MIN w/ MIN(7)10d x 1%" EA MEMBER REQD BOUNDARY NAIL ALONG BOUNDARY NAIL ALONG.N.O. LENGTH OF COLLECTOR • LENGTH OF COLLECTOR STUDS --- } REQUIRED TRIMMERS TRUSS COLLECTOR COLLECTOR L DIAPHRAGM PER KING HEADER 2x6 WALL 2x4 WALL STUD STRUCT NOTES HEADER PER TOP PLATE PLAN 6x(SAWN) 2x6 NSA INTERMEDIATE FRAMING ABUTTING PANEL EDGES r4x—(—SAWN) 2x6 2x4 (J3 CTPj COLLECTOR TO TOP PLATE DTC DIAPHRAGM TO COLLECTORREQUIRED E TRIMMERS O N.T.S. N.T.S. = ao CTPC PROVIDE Detail Calculations.xls DTCA NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANSQj L Q ROOF DIAPRHAGM BHS BEAM & HEADER SUPPORTS PER STRUCT NOTES t�� N.T.S. B-1 BEAM AND HEADER SUPPORTS 060504 U a EDGE NAILS � M c� {v SOLID TIMBERLOK TLOK06 @ ALL cry o 0 BLOCKING TRUSSES(NOT JUST ABOVE AE BE �► WALL SHEARWALLS); INSTALL AT Q �c 223/20 +/- 50 THRU TOP PLATE ----------SW —————————— uk Ln INTO CTR OF TRUSS WIDTH z'�' i i o r4 bu SHEARWALL w/TRUSS OR RAFTER BEARING I I I X > E BEDROOM BEDROOMi + J VO SWR SHEARWALL ROOF CONNECTIONS cn Li NTS i i v7 �° o vi I I au U) I I I 9= _ � u) #HDU2 #HDU2 I I Itf = cn SW D F—/ — -----Ca------ ------ I �� DIAPHRAGM PER FLOOR RIM/BLKG I HD"-1-1) GIR RUSE{COLLECTOR &-KI FCHEN 0 c STRUCT NOTES ( ) I OR ROOF GABLE I p I V U TED ' I V I CT \ I #A35 PER SW SCHEDULEcn a' c MASTER EDGE NAILS I BEDROOM i �' I U) IF SHEATHING IS NOT LAPPED EDGE NAILS AS SHOWN i PANT \\\ i � Ni¢ �' cv WALL SHEATHING oo tv— EXTERIOR SHEARWALLS --------- ---------- ————————— DINING — !VAULTED) I I SWF SHEARWALL FLOOR & ROOF GABLE CONNECTIONS LIQ I I T I NTS I /' I \ ENTRY I I (VAULTED I H /' GREA ROOM �� I (VAU TED) WALL BASE PLATEWALL i / ` \\ 4'COVEREDP Ral CONNECTION DIAPHRAGM PER I GIRDER TRU3. COLLECTOR WALL PER SW SCHED STRUCT NOTES __� - '• ANCHORS PER RIM/BLKG ANCHORS PER i i i _ _—HDR 1-2 ———SSW — SW SCHED EDGE NAILS SW SCHED _`"' i I #HDU2 #HDU2 JOB# s1406004 2x SILL U.N.O. 2x SILL U.N.O. i 4x10 HSR(1-3) i DATE 6/24/2014 FOUNDATION PER SW SCHED FOUNDATION PER SW SCHED �_ SW _______ _______ SW _ PER PLAN PER PLAN IFF REVISION #HDU2 #HDU2 SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS Ist FLOOR SHEARWALLS & FRAMING ABOVES2 NTS Li 1/$° = V-0° DO NOT SCALE-REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS g