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Home My WebLink About2722 Porter Street Address: 2722 Porter Street PREPARED 3/13/14, 10:51:15 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/13/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 2722 PORTER ST SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON JOHN M/GAIL T PHONE PARCEL 06-30-14-5-6-9170-0000- APPI, NUMBER: 13-00001447 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLl 01 1/02/14 PB BLDG FOUNDATION FOOTING 1/03/14 AP January 2, 2014 8:21:57 AM pbarthol. Nick 477-9949 January 3, 2014 8:56:52 AM pbarthol. UFR ground ok BLFD 01 1/06/14 PB 13LDG FOUNDATION DRAINAGE 1/07/14 AP January 6, 2014 10:31:26 AM Pbarthol. Nick 477-4949 January 7, 2014 8:39:09 AM pbarthol. DSD 01 1/06/14 PB BLDG DOWN SPOUT DRAINS 1/07/14 AP January 6, 2014 10:31:12 AM Pbarthol. January 7, 2014 8:39:09 AM pbarthol. BFF 01 1/08/14 PB BLDG FLOOR FRAMING 1/08/14 AP January 8, 2014 10:02:53 AM pbarthol. Nick 477-9949 January 13, 2014 9:23:37 AM pbarthcl. BL9 01 1/14/14 PB BLDG SHEARWALL 1/14/14 AP January 14, 2014 10:11:52 AM pbarthol. Nick 477-9949 January 14, 2014 4:08:26 PM pbarthol. BL3 01 1/22/14 JLL BLDG FRAMING 1/23/14 AP January 22, 2014 8:34:42 AM pbarthol- Nick 477-9949 January 23, 2014 8:37:36 AM jlierly. BLI 01 1/23/14 JLL BLDG INSULATION 1/23/14 AP January 23, 2014 8:31:11 AM pbarthol. Nick 477-9949 January 23, 2014 4:24:30 PM jlierly. BL99 01 3/13/14 ;�4_L BLDG FINAL March 13, 2014 10:51:55 AM pbarthol. Nick 477-9949 Call lst so he can unlock the house. --------------------------------------------------------------------------------- v-------- PERMIT: ME 00 MECTIANICAL PERMIT v REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS X. ---------------------------------------------------------------------------------------v------- ME1 01 1/22/14 JLL MECHANICAL ROUGH-IN 1/23/14 AP January 22, 2014 8:34:56 AM pbarthol. Nick 477-9949 January 23, 2014 8:37:36 AM jlierly. ME99 01 3/13/14 JI&O MECHANICAL FINAL March 13, 2014 10:52:31 AM pbarthol. Nick 477-994 9 Call ist so he can unlock the house. -------------------------- -------------------------------------------------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 3/13/14, 10:51:15 INSPECTION TICKET- PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/13/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 2722 PORTER ST SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON JOHN M/GAIL T PHONE PARCEL 06-30-14-5-6-9170-0000- APPL NUMBER: 13-00001447 RES NEW SFR ------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 02 1/07/14 JLL PLUMBING WATER SUPPLY 1/08/14 CA January 7, 2014 8:38:12 AM pbarthol. January 8, 2014 10:05:20 AM pbarthol. Not ready. did not call in to cancel PL6 03 1/21/14 P3 PLUMBING WATER SUPPLY 1/21/14 AP January 21, 2014 9:54:16 AM pbarthol. Nick 477-9949 January 21, 2014 4:49:44 PM pbarthol. PL2 01 1/22/14 JLL PLUMBING ROUGH-IN 1/23/14 AP January 22, 2014 8:35:16 AM pbarthol. Nick 477-9949 January 23, 2014 8:37:36 AM jlierly. PL99 01 3/13/14 PLUMBING FINAL March 13, 2014 10:52:45 AM pbarthol. Nick 1,477-994 9 Call t so he can unlock the house. -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 4/03/14, 13:09:49 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/03/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 2722 PORTER ST SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON JOHN M/GAIL T PHONE PARCEL 06-30-14-5-6-9170-0000- APPL NUMBER: 13-00001447 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 1/02/14 PB BLDG FOUNDATION FOOTING 1/03/14 AP January 2, 2014 8:21:57 AM pbarthol. Nick 477-9949 January 3, 2014 8:56:52 AM pbarthol. UFR ground ok BLFD 01 1/06/14 PB BLDG FOUNDATION DRAINAGE 1/07/14 AP January 6, 2014 10:31:26 AM Pbarthol. Nick 477-4949 January 7, 2014 8:39:09 AM pbartbol. DSD 01 1/06/14 PB BLDG DOWN SPOUT DRAINS 1/07/14 AP January 6, 2014 10:31:12 AM Pbarthol. January 7, 2014 8:39:09 AM pbarthol. BFF 01 1/08/14 PB BLDG FLOOR FRAMING 1/08/14 AP January 8, 2014 10:02:53 AM pbarthol. Nick 477-9949 January 13, 2014 9:23:37 AM pbarthol. BL9 01 1/14/14 PB BLDG SHEARWALL 1/14/14 AP January 14, 2014 10:11:52 AM pbarthol. Nick 477-9949 January 14, 2014 4:08:26 PM pbarthol. BL3 01 1/22/14 JLL BLDG FRAMING 1/23/14 AP January 22, 2014 8:34:42 AM pbarthol. Nick 477-9949 January 23, 2014 8:37:36 AM jlierly. BLI 01 1/23/14 JLL BLDG INSULATION 1/23/14 AP January 23, 2014 8:31:11 AM pbarthol. Nick 477-9949 January 23, 2014 4:24:30 PM jlierly. PW99 01 3/10/14 EW PUBLIC WORKS FINAL 3/10/14 AP March 17, 2014 7:37:19 AM rvess. BL99 01 3/13/14 JLL BLDG FINAL 3/13/14 DA March 13, 2014 10:51:55 AM pbarthol. Nick 477-9949 Call lst so he can unlock the house. March 13, 2014 4:30:14 PM jlierly. 81 fence does not meet the planing dept fence detail/ final grade per code backfill around walk and drive/jll BL99 02 4/03/14 'Vaj X�9 BLDG FINAL April 3, 2014 9:39:38 AM pbarthol. Nick 477-9949 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00001447 Date 12/31/13 Application pin number . . . 987164 Property Address . . . . . . 2722 PORTER ST ASSESSOR PARCEL NUMBER: 06-30-14-5-6-9170-0000- Application type description RES NEW SFR REPORT SALES TAX Subdivision Name . . . . . . Property Use . . . . . . . . on your state excise tax form Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation . . . . 140669 ---------------------------------------------------------------------------- (Location Code 0502) Application desc 2048 sq ft SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RALSTON JOHN M/GAIL T C ANDERSON HOMES & DEV INC PO BOX 1405 1400 W. WASHINGTON ST. PORT ANGELES WA 983620259 STE. 104-178 SEQUIM WA 98382 (425) 770-1477 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 2048 SQ FT .SFR Permit Fee . . . . 1249.85 Plan Check Fee 812.40 Issue Date . . . . 12/31/13 Valuation . . . . 140669 Expiration Date . . 6/29/14 Qty Unit Charge Per Extension BASE FEE 1020.25 41.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 229.60 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc 2048 SQ FT SFR Permit Fee . . . . 193.25 Plan Check Fee .00 Issue Date . . . . 12/31/13 Valuation . . . . 0 Expiration Date . . 6/29/14 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 6.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 68.80 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc Permit Fee . . . . 163.00 Plan Check Fee .00 Issue Date . . . . 12/31/13 valuation . . . . 0 Expiration Date . . 6/29/14 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 or cancel th pro sions any state or local law regulating construction or the performance of construction. \j Qj Date Print Name sig4atu4of Co//ra/4r Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 11 BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL,TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU f Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing I Slab -�Iocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00001447 Date 12/31/13 Application pin number 987164 Qty Unit Charge Per Extension REPORT SALES TAX 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 on your state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles ------- ----- --- -------- -----Special-Notes and-Comments---------------------- ---------------------- (Location Code 0502) December 18, 2013 4:09:51 PM TAMIOT. underground electrical service with be at the sw corner of the property. a new electrical ped will be install by COPA. Electrical permit will be required. December 18, 2013 7:25:54 AM rbecker. If you are installing a lawn sprinkler system, you will need to install a double check valve backflow assembly. . If you have any questions call Ron Becker at 417-4886, Fax: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. December 31, 2013 9:34:29 AM sroberds. The proposal will result in a new sfr in the RS-7 with total lot coverage of 25% and site coverage of 33%. No land use issues anticipated. 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 Use existing driveway approach, any changes will require other permits and conditions. Exiting water meter installed in 1993. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1606.10 1606.10 .00 .00 Plan Check Total 812.40 812.40 .00 .00 Other Fee Total 5294.50 5294.50 .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 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 PERMITIN CONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor I Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by ZR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall I 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 113locking&Hold Downs fSkirting 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,.WA 98362 Page 3 Application Number . . . . . 13-00001447 Date 12/31/13 Application pin number . . . 987164 Grand Total 7713.00 7713.00 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work 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 Sternwall 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 'ZIR 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 I Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing I Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES. WA 98362 Application Number . . . . . 13-00001447 Date 12/31/13 Application pin number . . . 987IG4 Property Address . . . . . . 2722 PORTER ST ASSESSOR PARCEL NUMBER: 06-30-14-5-6-9170-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . I on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 140669 (Location Code 0502) ------------------------------------------------------------7--------------- - Application desc 2048 sq ft SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------- ------------------------ RALSTON JOHN M/GAIL T C ANDERSON HOMES & DEV INC PO BOX 1405 1400 W. WASHINGTON ST. PORT ANGELES WA 983G20259 STE. 104-1�8 SEQUIM WA 98382 (425) 770-1477 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 12/31/13 Valuation . . . . 140669 Expiration Date . . 6/29/14 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments December 18, 2013 4:09:51 PM TAMIOT. underground electrical service with be at the sw corner of the property. a new electrical ped will be install by COPA, Electrical permit will be required. December 18, 2013 7:25:54 AM rbecker. If you are installing a lawn sprinkler system, you will need to install a double check valve backflow assembly. If you have any questions call Ron Becker at 417-4886, Fax: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. December 31, 2013 9:34:29 AM sroberds. The proposal will result in a new sfr in the RS-7 with total lot coverage of 25% and site coverage of 33%. No land use issues anticipated. 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 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 give a presume to 7 th nt r-cancel the provisions of any state or local law regulating construction or the performance of constructio- Id Q- Sigjte,lre of Contrac-0/or Authorized Agent Date Signature of Owner(if owner is builder) Date T-.Af s/Building DN'I'S'ionp/Pubfic Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE__ SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4�7- BUILDING 4815 T:Fornis/Building Division/Public Works Permit j0,,0RT,,,0" CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00001447 Date 12/31/13 Application pin number . . . 987164 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, to the City of Port Angeles foundation drains, yard drains, or any other CSO (Location Code 0502) 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 Use, existing driveway approach, any changes will require other permits and conditions. Exiting water meter installed in 1993. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 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 Contractorpr Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. PW/ CONSTRUCTION-R,W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4t7- BUILDING 4111 1 , - I i T:Forms/Building Division/Public Works Perrnit H E ELE For City Use 1", IT G CITY OF f mv Permit# W A S H I N G T 0 N , U . S . 321 East Sth Street Date Received: 12.,� V3 Port Angeles, WA 98362 Date Approved P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: 2722 Porter Street, Port Angeles Main Contact: Christopher Anderson Phone # 360-504-1198 E-Mail: chris@candersonhomes.com Property Name John M and Gail T Ralston Phone 360-504-1198 Owner Mailing Address Email 495 W. Spruce St., Suite 3 chris@candersonhomes.com City Sequim State WA Zip 98382 Contractor Name C. Anderson Homes Phone 360-504-1198 Mailing Address Email 495 W. Spruce St., Suite 3 chris@candersonhomes.com city Sequim State WA I Zip 98382 Contractor License # CANEAH943DG Expiration: March 7, 2014 Tax Parcel # Lot# $ -U-C�-'009- 06-30-14-56-9170 4 Project Value: Zoning: Type of Residential 21 Commercial [3 Industrial 0 Public 0 Permit Demolition [3 Fire 13 Repair 13 Reroof(tear off/lay over) 0 For the following,fill out both pages of permit application: New Construction 0 Remodel El Addition Tenant Improvement Mechanical 11 Plumbing El Other El L Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 0 No 13 16' 3 2 Project New Single Family Construction Description I have read and completed the application and know it to be true 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 12/13/13 Christopher Anderson Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement 0 0 First Floor 0 1,451 Vh W" Second Floor 0 Covered Deck/Porch/Entry 0 32 '6 4 Deck 0 0 Garage 0 565 j(0 q1-0 Carport 0 00 Other(describe) 0 0 Area Totals 0 2,048 Commercial Structures For Office Use Area Descriptions (SQ FT) Existing Proposed $$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: 7,884 %Lot Coverage 25 SQ FT Site coverage(all impervious+ %Site Coverage structures) 2,626 33 Mechanical Fixtures Indicate how many of each e f fixture to be installed or relocated as part of this project Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater(Suspended,Floor,Recessed wall) # 6 Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 4 Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Ductless Mini Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # 8 Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Vent piping # 4 Sewer Line # Industrial waste pretreatment # interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX 17.86' P. L. w ___w------ --- ---- 7.00t S.B. [w (lDrywell 4 I Yards) CL---------------- U) U) ---------- CA-1451 U0.) g 0 to 7 0 ff LM 0, C\j 0 2 0 Cn 0 LO LIVINGA6AF Cn j LOT 4 7,884 Sq. Ft. 13.00' S.B. Parcel # 06-30-14-56-9170 110 .55' P. L. 10'Drainaqe Easement z oi Highland Ave ZO 350 MCM 311 Pvc 8 2716 2001 7-r- 210 co S� 0 71 25014 7 Z_ 12 -2 if Pv c (DO Y' y 300 1 8 In!Dh Cgoo 82 c Ic Highland A ve 1 AN SOUND STRUCTURAL SOLUTIONS Nss E N G I N E E R S C.Anderson Homes & Development Chris Anderson Client 1400 W Washington St, Suite 104-178 Sequim, WA 98382 360-504-1198 phone 360-504-1199 fax SSS#J s1303013 Plan CA-1451 Project 1 Story SFR Identification WAC 196-23-070 This calculation package is intended for single use. Authorization for multiple constructions shall be noted here or in an accompanying document. Section Engineering Calculations 1 Lateral Analysis 2 Partial Framing �L6 6628 212th Street sw,suite 205 Lynnwood,WA 98036 - Ph:425-778-1023 Fax: 206-260-7490 lateral Analysi Sound Structural Solutions s1303013 6628 212th St SW,Suite 205 Lynnwood,WA 98036 PH:425-778-1023 - FAX:260-260-7490 Governing Code: All references in right margin are ASCE/SEI 7-05 unless specificly noted otherwise. General Design Criteria Design Loads Dead Live Snow Seismic (Qsf) Mass Roof 15 25 15 ........... Floor 10 40 10 .......... ........... ....... Wall 10 10 Occupancy Category TI-1 Wind Design Criteria Wind Importance Factor 1 1.00 T 6-1 Basic Wind Speed 100 mph F 6-1 Surface Roughness C 6.5.6,3 Wind Exposure Category C 6.5.6.3 Topographic Factor Kzt 1.00 6.5.72 Internal Pressure Coefficient +/- 0.18 F 6-5 Earthguake Design Data Seismic Importance Factor 1 1.00 T11.5-1 Seismic Design Category D T11.6-1 Short Period Acceleration SS 1.117 Ch 22 1-Second Accelleration S, 0.476 Ch 22 Long-Period Transition Period TIL 6 sec. F22-15 Spectral response coefficient SIDS 0.78 Spectral response coefficient SD1 0.48 Site Classification D T20.3-1 Seis. Force Resisting System Table 12.2-1: A-13 T12.2-1 Transverse Longitudinal Response Modification Factor R 6.5 6.5 T12.2-1 Seismic Response Coefficient Cs 0.121 0.121 EQ 12.8-2 Design Base Shear 7569 lbs Analysis Procedure used Equiv. Lateral Force Procedure Ch 22.8 Section 12.8 Overstrength Factor no 2.5 s1303013 130325—SSScalcs 130314 Section 1 DC Wind Loads Section 6.5 SEVASCE 7-05 Ridge Elevation 16 ft Eave Height 9 ft Least Horizontal Dimension, LHD 32 ft Transverse Direction Longitudinal Direction Roof Pitch 5 :12 Roof Pitch 5 :12 B Dimension 36 ft B Dimension 60 ft L Dimension 60 ft L Dimension 36 ft Wall Areas Transverse Direction (WW) Longitudinal Direction (WW) LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft) (Horiz Proj) (sq ft) (Horiz Proj) 1 2621sq ft 1 3091sq ft 3681sq ft Transverse Direction (LW) Longitudinal Direction (LW) LEVEL Wall Area Roof Area LEVEL Wall Area Roo Area (sq ft) (Horiz Proj) (sq ft) (Horiz Proj) 262Tsq ft 601sq ft 1 3091sq ft 3681sq ft Wind Variables Basic Wind Speed 100 mph Directionality Factor, Kd 0.85 Buildings - MWFRS 6,5.4.4, T6-4 Wind Importance Factor 1.00 Surface Roughness C Open Terrain, scattered obstructions Wind Exposure Category C Topographic Factor,Kzt 1.00 Velocity Pres. Exp. Coeff. Kz 0.85 T6-3 Enclosure Classification Enclosed Building Internal Pressure Coefficients, GCpi 0.18 +/- End Zone Dimension, 2a 6.4 ft Note 9 F6-10 Mean Roof Height, h 12.5 ft Def 6.2 Velocity Pressure, qh 18.496 psf EQ 6-75 s1303013 130325—SSScaics 130314 Section 1 WF(2) Pesign Wind Loads on Enclosed and Partially Enclosed Buildings Low-Rise Building Transverse Direction 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.54 -0.45 -0.47 -0.41 -0.45 -0.45 0.77 -0.72 -0.65 -0.60 Gcpi 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 6.62 -11.73 -11.97 -10.99 -11.65 -11.65 10.93 -16.63 -15.32 -14.39 jGcpi 1 -0.18 1 -0.18 1 -0.18 1 -0.18 1 -0.18-1 -0.18 1 -0.18 1 -0.18 1 -0.18 1 -0.18 jPressure,p 1 13.2111 -5.07 1 -5.311 -4.33 1 -4.99 1 -4.99 117.59 1 -9.97 1 -8.66 1 -7.73 Longitudinal Direction 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.54 -0.45 -0.47 -0.41 -0.45 -0.45 0.77 -0.72 -0.65 -0.60 Gcpi 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 6.62 -11.73 -11.97 -10.991-11.65 -11.65 10.93 -16.63 -15.32 -14.39 Gcpi (-) -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -01.=18 -0.18 Pressure,p 13.28 -5.07 -5.31 -4.33 -4.99 -4.99 17.59 -9.97 -8.66 1 -7.73 Main Wind Force Resisting 5ystem - Design Loads I Direction ransverse Longitudinal F Controlling Load Case TA+ LA+ 5727 10231 s1303013 130325-SSScalcs 130314 Section 1 WF(2) Earthquake Loads Section 9.0 SEVASCE 7-05 Effective seismic weiqht at Story (k) roof area(ft) floor area(ft) story height ft) trans-wall(ft) long-wall(ft) misc load trans-w, long-w, Diaphragm 1 2322 0 7.75 180 180 (lbs) 34830 0 13950 13950 41805 41805 .......... Site Clasification and Criteria Selection Short Period Acceleration(0.2 sec S) Ss 1.117 1-Second Acceleration(1.0 sec SA) S, 0.476 Seismic Design Category D T20.3-1 Site Coeffiecient,Fa 1.053 T 77.4-1 Site Coeffiecient,Fv 1.524 T 17,4-2 Seismic Use Group 11 Seismic Importance Factor IE 1.00 Site Classification D Response Modification Factor Transverse Longitudinal R 6.5 R 6.5 Design Spectral Response Acceleration Parameters Substitute equations 11.4-1 &11.4-2 into 11.4-3&11.4-4 respectively, 2 S DS�3 F a's s SDS 0.78 EQ 11.4-114-3 2 S D1�3 F V's 1 Sol 0.48 EQ 11.4-214-4 Equivalent Lateral Force Procedure, Seismic base shear Transverse Longitudinal Ct 0.020 0.020 T 12.8-2 X= 0.75 0.75 T 72.8-2 T= 0.102 sec 0.102 sec: EQ 12,8-7 hn= 9 ft TL= 6 sec Transverse Longitudinal Cs= 0.121 0.121 lbs EQ 12.8-2 (Maximum) Cs= 0.731 0.731 lbs EQ 128-318.4 (Minimum) Cs= 0.010 0.010 lbs EQ 728-5 (Minimum) Cs= 0.010 0.010 lbs EQ 128-6 Transverse Longitudinal V 7569 7569 lbs EQ 12.8-7 s1303013 130325—SSSca[cs 130314 Section 1 EF Vertical Distribution,Forces at each level 12.8.3 k= 1.00 Trans Long k Diaphragm W, w h, wxhx CVX 1 41805 4 1 i-5+ 8.7 5 1365793.751 1.000 365793.75 V 7569 7569 lbs IDiaphragm ITransverse ILongitudinal I 1 1 1 7569 1 7569 Ilbs S1303013 130325—SSScalcs 130314 Section 1 EF Allowable Stress Design Loads per ASCE 7-05 Ch 2.4 Wind Load Combination Seismic Load Combination 0.6D+W+H (0.6-0.14SDs)D+0.7pQE+H %of DL used in OT %of DL used in OT 60% 49% Wind Design Loads Fx Seismic Design Loads,F, p= 1.30 12.3.4.2 Transverse Longlitudinal Transverse Longitudinal Diaphragm Force(lbs) Force(lbs) Diaphragm Force(Ibs) Force(Ibs) 1 5727 10231 1 1 6888 6888 Principle of Me hanics-cont. Where, v shear per linear foot of shearwall w width of shearwall D h= height of shearwall D= resisting dead load centered over shearwall V z VO P= resisting dead load at end of shearwall Shearwall calculations follow,where, V. Total force in the diaphragm above story(x), pounds(lbs) h % Percent of V,tributary to the shearwalls(SW)in the wall line VDx Force from the diaphragm above that transfers to the SW's,lbs VTX-1 Force from the SW's above that transfers to the SW's, lbs sm \/Tx Total force in the SW's(VDx+VTx+,),lbs [/--ABOUT COO L Total length of SW's(Y vv), 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 W Max Tx Maximum uplift force of the SW's, lbs Free Body Diagram of a ShearWall VS 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 cl, Tributary distance of roof(used to calculate D)along the width of the SW,ft cl, 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 Tw,,,, Wind uplift force of the SW above that transfers to the SW,lbs Twx Wind uplift force of the SW,lbs Tex,, Earthquake uplift force of the SW above that transfers to the SW,lbs Tex Earthquake uplift force of the SW, lbs s1303013 130325—SSScalcs 130314 Section 1 DL Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear Trans V, w h dr dra df dfa Twx+j Twx Tex+1 Tex WIND E-QUAKE 82 14.48 7.75 17 2 -986 -601 VTX+1 82 7.02 7.75 17 17 -765 -421 %of Vx 50.0% 50.0% 82 8.63 7.75 17 17 -925 -552 VDx 2864 3444 82 7.38 7.75 17 17 -800 -450 VTx 2864 3444 82 4.50 7.75 17 2 10 212 v 68 82 Max Tx 10 212 L VF V, 42.00 82 82 ++— Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 2 Trans vs w h dr dra df dfa Twx+l Twx Tex+, Tex WIND E-QUAKE 104 4.00 7.75 2 2 469 640 VTx+l 104 1 4.00 7.75 2 2 469 640 %of Vx 50.0% 50.0% 104 12.31 7.75 117 17 -1154 -685 VDX 2864 3444 105 3.83 7.75 17 17 -308 6 VTx 2864 3444 104 5.10 7.75 17 17 -435 -98 v 86 104 104 4.00 7.75 17 2 199 420 Max Tx 469 640 L VF V, 33.25 104 105 1 1 s1303013 130325—SSScalcs 130314 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 dfa Twx+j Twx Tex,, Tex WIND E-QUAKE 101 36.00 7.75 2 -60 -207 VTx+l %Of VX 50.0% 50.0% VDx 5115 3444 VTx 5115 3444 v 142 96 Max Tx L VF V, 36.00 142 101 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear B 1 Long V, w h cl, cl,, df dfa Twx+l Twx Tex+, Tex WIND E-QUAKE 114 32.00 7.75 2 17 -386 -493 VTX+l %of Vx 50.0% 50.0% VDx 5115 3444 VTX 5115 3444 v 160 108 Max Tx L VF V, 32.00 160 114 s1303013 130325—SSScalcs 130314 Section I SS Shear Transfer Connections Fasteners and Spacing Ln Ln Ln Ln Ln 0 (n Ln Ln Ln (A V) Ln 0 Ln C) Ln I- 1�0 00 M 00 M 'Cr LO 00 1-1 M I- N ;.0 0. 110 M V- rq 1.0 M M 1-1 M M Ln 2x Plates 3x Plates M �.o Ln x x x x Ln Ln M r1j r1j M M M Ln C < 0 C) .0 4-j Ln M CC) co M M U1 Ln r1i < < < Z 0 M 0 0 Ln 0 Ln E M t.0 -W r-i E In E E FA fo V) E 00 rj 00 LU Ln LL Fn -- -- -- r-4 Ln Ln A ISO 11 9 55 27 12 38 16 101 75 110 B 207 8 40 20 8 28 12 59 54 79 31 15 6 21 9 42 42 62 265 6 332 5 25 12 5 17 7 31 34 49 ........... 350 4 23 11 5 16 7 29 32 47 450 3 01 18 9 4 12 5 21 12 18 ... 600 2 13 6 3 9 4 15 9 13 "'1 N I "Rl i 17 26 780 2 5 2 7 3 11 "A"M 900 1.5 9 4 2 6 2 10 15 22 . . ....... 14 21 935 1.5 8 4 1 6 2 9 7 3 4 2 7 17 1190 1.0 Shearwall Capacities from ANSI/AF&PA SDPWS-2008 Table 4.3A MINIMUM NOMINAL PANEL DF DF Nail or Staple size 0 = THICKNESS @ 16" oc @ 24" oc (inch) 6 240 7/16" 8d @ 6"oc 260 240 6 350 7/16" 8d @ 4"oc 380 350 4 450 7/16" 8d @ Yoc 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 @ Yoc 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 et of capacities is needed for simplicity. sheathing... s1303013 130325—SSScalcs 130314 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] per TER No. 1105-02; HF roof truss, DF wall top plate --> use HF values [5] for SP5F/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/earLhquake 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] s1303013 130325—SSScalcs 130314 Section 1 ST Horizontal DiaRhragm 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 7/16" 8d 230 170 213.9 158.1 2 Floor Diaphragm 23/32" (19/32") , 1 Od 285 215 65.05 199.95 The minimum depth of horizontal diaphragm required to provide shear capacity for SEISMIC forces Ehe minimum depth of horizontal diaphragm required to rovide shear capacity for WIN D forces P Shear 7767,7E hear Shear Middle Roof or Cap. a Stress Stress Line Story Wind Seismic or end Floor Case Lenqth (wind) (L!�L 1 1 2,864 3,444 E R All other 158.1 1 18.1 21.8 1 2.1 2,864 3,444 E R All other 158.1 18.1 21.8 All 1 5,115 3,444 E R Case 1 213.9 23.9 ' 16.1 B11 1 5,115 3,444 1 E I R I case 1 213.9 16.1 s1303013 130325—SSScalcs 130314 Section 1 HD Shear Wall Summa Dead Live Snow SeisMass Basic Wind Speed 100 Roof 15 15 Topographic Factor,Kzt 1.00 0 Floor 10 4 10 Surface Roughness C Wall 10 10 Wind Exposure Category C Short Period Acceleration Ss 1.1170 1-Second Acceleration S, 0.4760 % % Stressed V, Stressed Uplift Holdown Notes Width Sw VF 1 42.00 A 6 82 55% 82 34% 2 1 33.25 A 6 104 69% 105 44% A 1 36.00 A 6 142 95% 101 42% B 1 32.00 B 6 160 77% 114 48% s1303013 130325—SSScalcs 130314 Section I Sw File=\\ServeA�ss\Jobs�sl3\Sl3O3O-l.AND\WO1303-1\Sl3O3O-l.EC6 Wood Beam ENERCALC,INC.1983-2012;Build:6,12.12.7,Ver:6.13.1.31 Description CODE REFERENCES Calculations per NDS 2005 Load Combination Set : 2006 IBC&ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875 psi E.,Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 875 psi Ebend-xx 1300ksi Fc-Prll 600 psi Eminbend-xx 470ksi Wood Species Douglas Fir- Larch Fc-Perp 625 psi Wood Grade No.2 Fv 170 psi Ft 425 psi Density 32.21 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling .................... .................. ..............- ............ ........................ .......... ..........................- ............................ ................................... D(O.347) S(O.433) 6x8 Span 5.0 ft .................. Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load D 0.3470, S 0.4330, Tributary Width 1.0 fl DESIGN SUMMA R Y Maximum Bending Stress Ratio 0.5641 Maximum Shear Stress Ratio 0363 : 1 Section used for this span 6x8 Section used for this span 6x8 fb:Actual 567.27 psi fv:Actual 70.91 psi FIB:Allowable 1,006.25psi Fv:Allowable 195.50 psi' Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 2.500ft 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 0.024 in Ratio 2462 Max Upward L+Lr+S Deflection 0.000 in Ratio 0<360 Max Downward Total Deflection 0.044 in Ratio 1367 Max Upward Total Deflection 0,000 in Ratio 0<240 ............. ....................................................... .......... ............. ..................... .......... ..................- Overall Maximum Deflections-Unfactored Loads Load Combination Span Max. '2 Defl Location in Span Load Combination Max."-i2'Defl Location in Span D+S 1 0.0439 2.518 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.950 1.950 D Only 0.868 0.868 S Only 1.083 1.083 D+S 1.950 1.950 Section 2 File \\ServeAsss\Jobs\sl3\Sl3O3O-l.AND\WO1303-1\Sl3O3O-l.EC6 Wood Beam . ENERCALC,INC.1983-2012,Build:6.12.12,7,Ver:6.13.1.31 Description 1-2 CODE REFERENCES Calculations per NDS 2005 Load Combination Set: 2006 IBC&ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elastici�y Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 900.0 psi Ebend-xx 1,600.Oksi Fc-PrIl 1,350.0 psi Eminbend-xx 580.Oksi 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 ............................. ................................. .....................- ................ .................... ........................... .............- D(O.06) S(O.075) P, gk, �WNXI�,",�� A-",e '0 '19TS"M AR, IN 2,; 5 A:� 16,---J" W, 14&m '21��` "' s .. .................. 4xl 2 Span 16.250 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load D 0.060, S 0.0750, Tributary Width 1.0 fi DESIGN SUMMA R Y KEW Maximum Bending Stress Ratio O�636 1 Maximum Shear Stress Ratio 0.202 : 1 Section used for this span 4x1 2 Section used for this span 4x1 2 flo:Actual 724.29psi fv:Actual 41.79 psi FB:Allowable 1,138.50psi Fv:Allowable 207.00 psii Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 8.125ft 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 0.178 in Ratio= 1094 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.321 in Ratio 608 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."-i2'Def] Location in Span D+S 1 0.3206 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 1.097 1.097 D Only 0.488 0.488 S Only 0.609 0.609 D+S 1.097 1.097 Section 2 File=\\ServeAsss\Jobs\sl3�313030-l.AND\WO1303-1�S13030�.i.EC6 Wood Beam ENERCALC,INC.198.3.-2012,Build:6.12.12.7,Ver:6.13.1.31 HRM Description 1-3 CODE REFERENCES Calculations per NDS 2005 Load Combination Set : 2006 IBC &ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 900.0 psi Ebend-xx 1,600.Oksi Fc-PrIl 1,350.0 psi Eminbend-xx 580.Oksi 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 ..............................................--------------- ............. ................................................................... ............... D(O.107) S(O.133) v V i,IN,W, ............. 4x6 Span 4.0 fl: Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load D 0.1070, S 0.1330, Tributary Width 1.0 fl DESIGN SUMMA R Y .Maximum Bending Stress Ratio 0.24a 1 Maximum Shear Stress Ratio Section used for this span 4x6 Section used for this span 4x6 fb:Actual 326.42 psi fv:Actual 37.40 psi FIB:Allowable 1,345.50psi Fv:Allowable 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 2.000ft 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 0.010 in Ratio 4836 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.018 in Ratio 2680 Max Upward Total Deflection 0.000 in Ratio 0 <240 ......................................................... ......................................... ............... ........................ .............................------------------------------........................... .................... Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."J"Defl Location in Span Load Combination Max."+"Defl Location in Span D+S 1 0.0179 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 0.480 0.480 D Only 0.214 0.214 S Only 0.266 0.266 D+S 0.480 0.480 Section 2 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information —A& cl�i so -n sM.t �bt S_ treet o n,,-,, f4r,R W, P gou bnd ........., ........ _FG ilk&5_ 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 check ch sen by the permit applicant. Authorized Representative Date All ClimateZone&:. R-Value-a U-Factor' Fenestration U-Factor" n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC"-e n/a n/a Ceiling 4q 0.026 od Frame Wallg," 21 int 0.056 Mass Wall R-Value' 21/2,n 0.056 Floor 309 0.029 Below Grade Wal II.K 10/15/21 int+TB 0.042 Slab' R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 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. F�2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. r-13. Large Dwelling Unit: 2.5 points I Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope lb 1.0 1 c Efficient Building Envelope 1c 2.0 F-1 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 —2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 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 0.5 F-1 5b Efficient Water Heating 1.5 F� 6 Renewable Electric Energy 0.5" 1*1200 kwh 0.0 Total Credits 1.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012`/`2ORes`/`2OEnergV.pd Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table 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. C 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.+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. 713" 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 U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Glazing Schedule Project Information Contact Information Lot 4-2722 Porter Steet C.Anderson Homes Port Angeles,WA 98362 Christopher Anderson lJohn 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 Inch Feet Inch Area UA M"r om- 16.01 4.48 �e, Q� roomf 16.0 4.48 e �oornj 20.0 5.60 NA M� MMMR�V,��,,,rGFAaTrb'bb"nTP1 25.0 7.00 MR ,Nt�, 34.2 9.57 V-PIMM-11"MOW _u 11.0 3.08 M I=*MR 10 L, 0.0 0.00 0.0 0.00 -RIM 0.0 0.00 Q4, M, 0.0 0.00 M" iii ad-z� TIIR�11�"MI NM 0.0 0.00 0.0 0.00 110 R 0.0 0.00 M 0- NO,ZM M1 Ok F! 0.0 0.00 Mll 0.0 0.00 051,W-11 i -T-- A 2, 0.0 0.001 'J IN 0.0 0.00 0.0 0.00 51, .........�,k ME WIN 0.0 0.00 0.0 0.00 -,o 0.0 0.00 0.0 0.00 wl,,�,",,,4MM*",FR 0.0 0.00 120 Mw� '7 ft "MM MIN 0.0 0.00 0.0 0.00 --a wa, 0.0 0.00 0.0 0.001 "U, 0.0 0.00 0.0 0.00 M 01094WRINT-111-14 WON 0.0 0.00 ifft,04 0.0 0.00 V�, RL 0.01 0.00 M"' 0.0 0.00 0.0 0.00 T4 0.0 0.00 0.0 0.00 0.0 0.00 R OWN, .......... ON, i�,OP 44- 0.0 0.001 0.0 0.00 M, 0.0 0.00 'tilt 0.0 0.00 0.0 0.00 Sum of Area and UA 1 122.21 34.21 1 Area Weighted U=UAIArea 0.Q 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 it I_ _0�� C-,�,A7&deANEA' A 9836�q%4WM��KRNN=rq= �C,R,L,- Cdl5K,��!W iMr,&n k,��,_r� Jp`h"n'M75`M8rea4I�TRal_st *0 NA�Jffl, Heating System Type: @Al Other Systems (:)Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature --............. ................... ................................... ........... .......... b1structions Design Temperature Difference(AT) 42 Port Angeles T=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 6�6 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) RN 11,608 Glazing and Doors U-Factor X Area UA Instructions 0.30 36.66 Skylights U-Factor X Area UA InstnIcUons 0.50 iw"67777771 --- Insulation Attic U-Factor X Area UA Instructions 0.026 37.73 4 Single Rafter or Jois-t Vaulted_pqilings U-Factor X Area UA instructions ............... I No Vaulted Ceilings in this project. Above Grade Wal Is.(see,Fiqure 1) U-Factor X Area UA .056 1_-,�,@7,4_7_�2=J 82.43 Floors U-Factor X Area UA ................... ............ ............. InstrucUons R-30 0.029 42.08 ......... Below Grade Walls(see Figure 1) U-Factor X Area UA ................. Instrucdons No Below Grade Walls in this project. --- --- Slab Below Grade-tse.e-F.i.gure 1')---..-. F-Factor X Length UA 'J No Slab Below Grade in this project. V ip Slab on Grade(see Fi-qure 1i F-Factor X L th UA - �I'll No Slab on Grade in this project. V --- Location of Ducts Instructions T;1 Duct Leakage Coefficient Nil 1.10 ............. Sum of UA 198.90 Envelope Heat Load 8,354 Btu Hour Figure 1. SumofUAXAT Air Leakage Heat Load 5,265 Btu I Hour VolumeX 0.6XATX.018 Abo�e Grade Building Design Heat Load 13,619 Btu/Hour Air Leakage-Envelope Heat Loss Building and Duct Heat Load 14,981 Btu/Hour L I Ductsin 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 20,973 Btu I Hour Building and Duct Heat LossX 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) 170- 86 ' PoLm T w- - - - - I(A — __p_ — — --p 7.00' S. B. — — — — — — — — 7-1 _77— Drywell (11 Yards) 7 U� _LL 00 Cf) ujT- - - - - - - - - - - 2 LM CA- 1451 u 4) 0 70) to mime 0 7 LM VC C\1 t' .. LO om C*,) .* C7 �IVING AREA-, 2048 sq ft t, _j 4.4 LOT 4 7,884 Sq. Ft. 13-OO' S.B. tn Ile Parcel # 06-30- 14-56-9170 Co 49.5 W.Sp—c St..S(c 3 scquini WA 983 2 Om55 ' PmLo 198' 10' Drainaqe Easement z 01. Highland Ave E8 z Fel i NOW AAMITSUBISHI k ELECTRIC Mir.SLIIM. Split-ductless A/C and Heat Pumps SUBMITTAL DATA: MSZ-FE1 2NA & MUZ-FE1 2NA 12,000 BTU/H WALL-MOUNTED HEAT PUMP SYSTEM Job Name: 2722 Porter Street Location: Port Angeles, WADate.. 12-17-13 Purchaser: C. Anderson Homes Engineer: Absolute Air Submitted to: City Of Port Angeles For E]Reference E]Approval HiConstruction Unit Designation: Great Room Schedule No.: GENERALIFEATURES *Highly energy-efficient system that features 92%heating capacity PUMP, at 50F,75%at-4oF,and 58%at-1 3oF Updated sleek,compact indoor unit design wars Includes Standard,Platinum Deodorizing,and Anti-allergy Enzyme filters for a complete air purifying system "Powerful Mode"function permits system to temporarily run at a lower/higher temperature with an increased fan speed,which Indoor Unit:MSZ-FE1 2NA L quickly brings the room to the optimum comfort level It I I Will N i .1 Integrated i-see Sensor automatically adjusts the unit's operation according to temperature differences detected between the floor and the intake air,ensuring optimum comfort and energy usage Wireless remote controller Wireless Remote Base heater is available as an option Controller Z11 Limited warranty:five years on parts and defects and seven years on compressors Outdoor Unit:MUZ-FE12NA OPTIONAL ACCESSORIES Indoor Unit Outdoor Unit MCA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 A Base Heater(MAC-640BH-U) Fan Motor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.76 F.L.A. Drain Socket(MAC-851 DS) Airflow Cooling(Lo-Med-Hi-Powerful) ....162-226-381 -410 Dry CFM Indoor Unit 144-202-350-367 Wet CFM M-NET Control Adapter(MAC-3991F) Heating(Lo-Med-Hi-Powerful) ....166-240-399-420 Dry CFM MA Contact Terminal Interface(MAC-3971F) Sound Pressure Level Wired Remote Controller(PAR-21 MAA;Requires MAC-3971 F) Cooling(Lo-Med-Hi-Powerful). . . . . . .22-33-43-45 dB(A) Condensate Pump(S13100-230;230V) Heating(Lo-Med-Hi-Powerful). . . . . . .22-33-43-44 dB(A) Replacement Platinum Deodorizing Filter(MAC-308FT) Replacement Anti-allergy Enzyme Filter(MAC-418FT;MERV 8) Cooling* DIMENSIONS UNITINCHES/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 Capacity . . . . . . . . . . . . . . . . . . . . . . . . . . . . .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 17o F* Outdoor Unit Rated Capacity. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8,300 Btu/h Compressor . . . . . . . . . . . . . . . . . . DC Inverter-driven Twin Rotary Rated Total Input . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .800 W MCA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....12A 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:80OF(270C)D13,67oF(19GC)WB.Outdoor:95OF Cooling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .48 dB(A) 350C)D13,750F(240C)WB. Heating . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49 dB(A) (Heatrigaa470F)-Indooi-,70OF(210C)DB,60OF(160C)WB,OLAdoor.47OF(8DC)DB,43OF(60C)WB. (Heating at 170F)-Indoor.70OF(210C)DB,60OF(160C)WEI,Outdoor.17OF(-80C)DB,15OF(-9*C)M. Heating at 50 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. 1 36 kg External Finish . . . . . . . . . . . . . . . . . . . ..Munsell No. 3.OY 7.8 / 1.1 Refrigerant Type. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . R41 OA Voltage 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 Max. Refrigerant Pipe Height Difference . . . . . . . . . . . . .40' / 12 m OPERATING RANGE Connection Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Flared Indoor Intake Air Temp. Outdoor Intake Air Temp. Cooling Maximum 90OF(320C)OB,73OF(230C)WB 1150F(460C)DB Minimum 670F(190C)DB,570F(140C)WB 140F(-100C)DB Heating Maximum 8OoF(27oC)DB,670F(190C)WB 750F(240C)DB,650F(180C)WB Minimum 70OF(210C)D6,60OF(160C)WB -1 3OF(-250C)DB,-1 50F(-260C)VVB** I NA�R�R System cuts out at-18*F(-28*C)to avoid thermistor error,but recovers from cutout operation and automatically restarts at-13OF(-250C). DIMENSIONS: MSZ-FE1 2NA & MUZ-FE1 2NA MSZ-FE12NA Unit: inch 31-3/8 -1 7/16 X 1 Oblong hole 7/16 X 13/16 Oblong hole 30-7/8 1/2 2-1/2 8-71/85 8-7 181 !�2 11 11 Installation plate 2-1/2 CID Ob 0) 6 'o I 6-1 18 00 t 2-1/8 13-9/16 13 2-11/16 ndoor unit J Air in Wall In le 2_9/1 6 17, 1- 10- Installation plate 2-3/161 27-1/16 -1 1�2-3/16 Piping 2-5/1'6 3/4 Cl) Drain hose Ll-11/16 V, insulation o -3/8 0.D J1-' L3-3/8 Liquid line 101/4 19-11/16(Flared connection ol/4) 1�3-113/116 Air out FL Gas line Jo3/8 16-15/16(Flared connection o3/8) Drain hose linsulation ol-1/8 O.D Connected part o5/8 O.D MUZ-FE12NA Unit: inch 15-3/4 Drain hole 01-5/8 REQUIRED SPACE Basically open 4 inch or more 15 Air in without any obstruction in front and on both sides of the unit. Air in c> 0) c, .�e ----------------------------- 01-9/16 Air out 718 /2' 3'/8 x 13/16 Oval hole or CAL. handle 29/32 11-1/4 Open two sides of left, S-0 right,or rear side. kA- Liquid pipe :11/4(flared) co 111-29132 Gas pipe :3/8(flared) 5-15/1 E 19-11/16 31-1/2 1�2-23/32 MITSUBISHI ruM CERI 11FIED-, AAk ELE-%C.'IrRIC ww..ahridlrecto ry.org Unitary Small HP HVAC Advanced Products Division AHFJ Standard 21 W240 3400 Lawrenceville Suwanee Rd ............ ntk ibSuwanee,GA 30024 IST Tele:678-376-2900-Fax:800-889-9904 Toll Free:800-4334822(#3) www,mehvac.com C SD-MSZ-FE1 2NA/MUZ-FE1 2NA-200908 @MITSUBISHI ELECTRIC/HVAC 2009 Specifications are subject to change without notice. 6 0' VL 12'-10 23t-2ff 24' 141-911 91-3to 7!n 41-6" 41 81 51-611 -- '.Fi� E 4040x�w/v�ent 505OX w/vent) 50610 XO SLD R 4040)0 w/vent 11 -T� ai t Ei :Ri (I- ft L (d)H1 9/Z 0 z: 31 G) G 5 Shel es 12" MASTER BEDROOM :6 Cc Min.18 x 241n, N6 - - � f---i .c Cra,M Space Access Cc-; ;5 BEDROOM rl. s -,6t C, 3T'- RT'h I E (d) M 9/Z 2"Filler 91-311 Ln CICSOA.90 DINING T- —1 Z 5/0 B (VAULTED) F cli 55635 Lo G —75 S/H GREAT ROOM (VAULTED) = U V68310 oo LnF— — — — — — Filler /.Z U) V BATH .?(d)H-1 9/Z 2sz Min.22 x 30 in. Attic Access c1r) S/H G 5/0 BF 2/8 RH(20 Mi cc 0 Un 01 51-1011 B24 0 H1 9/Z < X I = - < en KITCHEN 01 -1 -cq— 3: (VAULTED) C� i- 0 F- X ZP) 1 3"Fillers —J V L'd)'HI 9Z F,lle a So'!.,9� JA V/S,X C B24 -1 9/Z H 1Z 5 Shelv Cl) (16") ------------) & SZB33 C) M 1�— M/0 BEDROOMZ: W21�!L a 930 L \Q/ —J — — — — — — 504OX((�� 33"x47.5"X0 -7 4 1\ / ;t 21-1 11211 1 V-9 1 A 4040FX 4040FX 81 12'-10" 7 v-2 51-111 51-1" 4 v 81 41 J, 3 6' 24' Floor Plan Notes: Millwork Plan Notes: 1 Use conventional framing and sheathing U.N.O. 1 Interior doors to be flush- Newport Cherry or Spiced Ash 2. All exterior walls to be 2x6 framing P 24" O.C. U.N.O. 2. Base and Casing -2 1/4" - Newport Cherry or Spiced Ash 3. All interior walls to be 2x4 framing @ 24" O.C. U.N.O. 3. Exterior Door-6-panel steel, primed jamb, bronze threshold, deadbolt prep 4. All door jambs to be set off walls 3"Typ. U.N.O. 495 W.Spruce St.,Ste 3 4. All Windows to be 4-way drywall wrap StrucWml Area 5. All dimensions are to face of framing U.N.O. Sequirn,WA 98382 5. All hardware to be polished chrome Main Floor Plan Main Floor Living 1451 sq. ft. 6. All window and door headers to be framed at 82 5/8" U.N.O. 360-504-1198 OScale: 1/4" = I' - 0" Z 6. Kwikset"Polo" Style Garage 565 sq. ft. 7. Floor height at this floor is 93 1/8" U.N.O. Z 1i Z W 7. Countertop-2 -4 x 8, 2 -25"x 8' 8. Door height at this floor is 6.-8". 0 9. Bi-fold rough framing dim.:82"H x(Door Size) + 1 1/2"w. 8. 8 - 1 x 2 utility, 2 - 1 x 4 utility wo I 10. All windows to be Plygem - .24, U-value .. 0 Z 30 Year - Pabco Premier Z Arch. Como I -T--L Ceiling (Typ.) IF:11 2x6 Fascia (Typ.) Qp- 00 U 5/4x4 & 5/4x3 Corner Boards (Typ.) Main Floor 0 V Certainteed Lap INAU14 40 5/4x4 Window Trim 1 x4/1 x6 Post Wrap rel 7" Reveal (Typ.) (Typ.) (Typ-) ,or-07 Front Elevation Scale: 1/411 1 0 30 Year Pabco Premier 0 Arch. Comp 4= 4� I I . I . I I I . I I I T I Ceiling 5-K Alum. Gutters (Typ-) 2x6 Fascia (Typ.) 4p- 41: A 5/4x4 & 5/4x3 \V Main Floor Corner Boards (Typ.) 495 W.Spruce St.,Ste 3 Sequirn,WA 98382 360-5(A-1198 z L) Certainteed Lap z J; W 7" Reveal (Typ.) Rear Elevation 0 1 0 Scale: 1/4 1 0 > 0 (No Window Wraps) W .6 0 z0 rn 30 Year - Pabco Premier Arch. Comp, 5/4x8 Belly Band I 5 12 Ceiling 5-K Alum. Gutters 9Z r�i (Typ.) 2x6 Fascia (Typ.) Q0- /4x4 & 5/4x3 Corner Boards (Typ.) Main Floor ROOF CONSTRUCTION \V + 30-Year Architectural Composition (Pabco Premier) 4- 30#Felt 7/16"OSB Sheathing Engineered Truss Top Cord-24"O.C. U Certainteed Lap 5/4x6 Door Trim R-49 Insulation (Zone Electric/Ductless Mini Split) Engineered Truss Bottom Cord-24"O.C. 7" Reveal (Typ.) Right Elevation (Typ-) 12 5/8"G.W.B.w/Vapor Barrier Paint I I if 0 Scale: 1/4 = 1 - 0 5 1"Min.Clear Vented Air Space (No Window Wraps) Above The Insulation Vented Bird Blocks 5K Gutter Ceiling Window Header-6X8 (Unless Structural Supersedes) 2x6 Facia Board 3 Vinyl Window(Plygem) U U V -Value=.28 Min. C) WALL CONSTRUCTION Horizontal Lap Siding (Certainteed) FLOOR CONSTRUCTION 1 Layer-60 Min.Siding Paper Carpet, Laminate,Vinyl 7/16" OSB Sheathing 7/8 OSI3 T&G Subfloor X6 Studs Caj)24"O.C.at Exterior Walls 9 1/2" I-Joists P 24"O.C. U.N.O. HH('2X4 Studs C@24" O.C.at Interior Walls) C4 R-38 Insulation(Zone Electric/Ductless Mini Split) R-21 Insulation 1/2"G.W.B.w/Paint Vapor Barrier MASAP(Simpson) CNI Z See Struct.for Spacing Floor Level r_=_� 4"PVC Solid ZL jiedtoDrywell FinishGrade ' 1-11 —111 - [III 1 1, 1 Em'm ��V�Mml 30 Year - Pabco Premier Cord.#4 5 6 Mil Black Vapor Barrier Z Arch. Comp 12 4_j Filler Fabric 3/4"Drain Rock 4'PVC Perf, Daylighted Down Slope(If Required by Code) Section 5/4x8 Belly Band 0 Scale: 3/8" 1'-0" Ceiling 5-K Alum. Gutters (Typ.) 2x6 Fascia (Typ.) 495 W.Spruce St.,Ste 3 Sequirn,WA 98382 360-504-1198 5/4x4 & 5/4x3 Corner Boards (Typ.) Z Z Ln Main Floor 0 LU + 2 Certainteed Lap 1 x4/1 x6 Post Wrap 0 7" Reveal (Typ.) Left Elevation (Typ.) U Scale: 1/4" = 1 1 - off (No Window Wraps) q"`!T 18' 33 — — — — - — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -,77-- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - Z- \Z 6" Wall (Max. 4' H) - w/ (1) Horiz. #4 Rebar @ 12" From Top (Foundation/Footing to be "Mono Pour" - Typical) if-9 1/�n - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — 21-1 1/4"f U b cu Cn cm - -,i 2 x 4 Pony Wall Framing - 24" O.C. 0 (Typical) -? T, 1 "0 C11 T OP 00 1 1-9 1/�2 it - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 2'- 1 A Note: 4" Concrete Slab w/#3 Rebar @ 36" E.W. 6" x 12" Cont. Footing - w/ (1) Cont. #4 Rebar (Typ.) (Typical) 00 — — — — — — — — — — — — — — — — — — — — — - -J -7 \V - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - --7- X r 10'-9 1/4" Note: 4" Concrete Slab w/ #3 Rebar @ 36" E.W. v jyp.� L — — — — — — — — — — — — — — — — — — — — — — — — -- 10, 3 6' 2 4' /N MASAP(Sinipson) 6"x 12"Ftg.w/6"x 22"-48"Max Wall Height See Struct.for Spacing Crawl Space Ventilation 4"PVC Solid \0 Tied to Dry"ell Typical 16" x 8" C.S. Vent - Min. w/ .69 Sq. Ft. of Net Free Area Each — 00 6 — Cont.#4 495 W.Spruce St.,Ste 3 Foundation Plan (Crawl Space = 1 ,451 Sq. Ft.) 6 Vil Black Vapor Barrier Sequirn,WA 98382 360-504-1199 Scale: 1/4" 1 1 - 011 1 ,451/300 4.84 4.84 /0.69 7.01 or 07 Vents Required '3/4"Drain Rock 4'.PVC Pert, Daylighted Down Slope(If Required by Code) z Ln Note: Locate Vents Between Joists and Avoid Conflict With Holdowns Section 0 Scale: 3/8" V-0" z0 SYMBOL LEGEND ------------------- I(ING REQUIRED TRIMMERS DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. STUD HEADER PER HEADER 2x6 WALL 20 WALL PLAN 6x(SAWN) 2A N/A DIAPHRAGM PROJECTION Represents elements such as roof eaves, facades,and the like. 4x(SAWN) 2A 20 SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. REQUIRED TRIMMERS NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM POST Indicates the location of a post. Sizes are indicated on the plan. Grades are indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BIHIS for posts not indicated on the plans. SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS 'iR_Sj BEAM & HEADER SUPPORTS BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are N.T.S. BEAM AND HEADER SUPPORTS 060504 indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers(HDR) shall be 6x8 U.N.O. on the plan. JOIST,TRUSS,OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max spacing between members will be indicated in bold type with a symbol which is representative of the layout of the E ROOF DIAPRHAGM entire level. C) PER STRUCT NOTES C> EDGE NAILS < 7W—ALL 7 LINE V SOLID TIMBERLOK TLOK06 @ ALL SW SW SW SW SW CC BLOCKING TRUSSES; INSTALL AT 22�0 F_ A6 A6 A6 A6_ WALL +/-50 THRU TOP PLATE HDR HDR ti-i) HDR HDR INTO CTR OF TRUSS WIDTH MASTER BEDROOM BEDROOM rn Cn C:), CO SHEARWALL w/TRUSS OR RAFTER BEARING 00 Ln '�_qR SHEARWALL ROOF CONNECTIONS C)o -9 GREAT ROOM Q ; (VAULTED) NTS 40=5 Cn .j cm 6 >-- E BATH 0 DINING (VAULTED) U-) /T\ C:> C: Ln DIAPHRAGM PER (n IQTC N (n FLOOR RIM/BLKG STRUCT NOTES (VAUL ED) (OR ROOF GABLE) A35 PER SW SCHEDULE EDGE NAILS IF SHEATHING IS NOT LAPPED BEDROOM (�)STUDS (2)STU AS SHOWN GIRDJ TRUSS HDR E EDGE NAILS r4\1 W 0 1 11 U�l SW SW SW SW _j __11' A6 A6 #�_uCJFP —AT- WALL SHEATHING 45 — 4x12 HliR(1-2) Ln C: _j tn L SW SW _j 4x4 w/ CD A6__ A6__ En EXTERIOR SHEARWALLS #EPC @ Top (n *AB BTM,TYP7 (D '§W� SHEARWALL FLOOR CONNECTIONS ist FLOOR SHEARWALLS & FRAMING ABOVE �_j NTS Lj DO NOT SCALE-REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS WALL BASE PLATE WALL CONNECTION DIAPHRAGM PER PER SW SCHED STRUCT NOTES WALL ANCHORS PER RIM/BLKG ANCHORS PER SW SCHED SW SCHED EDGE NAILS il�17 I- 2x SILL U.N.C. 2x SILL U.N.O. FOUNDATION FOUNDATION PER SW SCHED PER SW SCHED PER PLAN PER PLAN SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION JOB# s1303013 '§iB� SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS DATE 3/25/2013 REVISION L—i NTS 41 t 1"A L"M INSTRUCTIONS N22% 4C 7 THIS FI RST 7-4 Thm.lphins are organized so that more detailed or spedfic infibirmadon is bund in the Sam *W bwft the&ecdon dwwn below: L MUCTURAL NOTES SCHEDULES, DETARS and PLANS will often refer tD GENERAL STRUCTURAL NOTES for mom specific hformai ll,-T.17171� 114�11 U11: DULES SIX JW�` DETARS and PLANS will arm Wier to,GBIER&STRUCTURAL NOTES and SCHEDULES for more specific information. PLANS will ohm rdw tD GENERAL STRUCTURAL NOTES,SCHEDULES ard i I w7 �7-7�1 7 M7,10000 -TT 0 'v 0"I DETARS 1br nvore specific information. Z20 ,0, KANS See the SYMBOL L�as wel as ft A AM L�gvj- ACRONIFM for other additional k1ormadoin tow an the KANS. vE A N Y Q uf s Trow oR cm A xms coN TA c r us ffl fm om Ta Yi A,lk M"m be readhed immedial* by phone: (425) 778- 1023 4 R**w pressing quedions, emial us: Irdm@�ng"m help us get to your plans by having this job number handy: s1303013 �j 7AAL 7 L T Z=-_ "i -771A 777 ZZ k1m, 1571 0"8 r"A L2 -Tumk; =2 LMI =, OUT! ............ �=1 _7=."""TM�- -�Wffmm AAI ��- -1�1 WA F-17 T1 IT. U I WIWILUII q U17 di R5_1 �LRBEMM MZ U-1�1 ' 2 t 3, S 2 ............ LIZ ��ZMMM—j *�W RH rl � =77W==71, 2"I'VE _71 `4 1 i4l 77 1& '1 IT Ul W 7-17, E 77E,711i -,77 14 i's 1LE tiL, 0�7'M VT- - i;�7T A .-I'A -t I ��a -0 3- aQ:3. _W1 AJ� F. 7, Ti 13 -- A - �L- 11i'll" hill"i-i" ii Wl I W i i '1 .7 rM"; t 7 5,'M' V117 I "?111M M��11 imi 1, f-11, V, T,- j IT I'll.=,"�WN- W I E 17:7�'i -7Er I,I M I i I i C '��Ji 4 5 0A A E 0 1 1 JOB# s1303013 DATE 3/25/2013 REWSION