Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1137 Highland Drive
Address: 1137 Highland Drive PREPARED 3/28/14, 13:12:34 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/28/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1137 HIGHLAND AVE SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON JOHN M/GAIL T PHONE PARCEL 06-30-14-6-9-0020-0000- APPL NUMBER: 13-00001472 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------—--------- —----- ME99 01 2/13/14 JLL MECHANICAL FINAL 2/13/14 AP February 13, 2014 8:20:49 AM pbarthol. Nick 477-9949 February 13, 2014 4:26:32 PM jlierly. ME99 02 3/28/14 MECHANICAL FINAL March 28, 2014 9:47:10 AM pbarthol. Nick 477-9949 --------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -' -- ------------------—---------- PL6 01 1/21/14 PB PLUMBING WATER SUPPLY 1/21/14 AP January 21, 2014 4:49:44 PM pbarthol. PL2 01 2/13/14 JLL PLUMBING ROUGH-IN 2/13/14 AP February 13, 2014 8:20:24 AM pbarthol. Nick 477-9949 February 13, 2014 4:26:32 PM jlierly. PL99 01 3/28/14 L PLUMBING FINAL xx March 28, 2014 9:47:24 AM pbarthol. Nick 477-9949 ----------------------------li-------- COMMENTS AND NOTES -------------------------------------- PREPARED 3/28/14, 13:12:34 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 3/28/14 ----------------------- ADDRESS . : 1137 HIGHLAND AVE SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON JOHN M/GAIL T PHONE PARCEL 06-30-14-6-9-0020-0000- APPL NUMBER: 13-00001472 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAI, REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFW 01 1/14/14 PB BLDG FOUND FTG/STEM WALL 1/14/14 AP January 14, 2014 10:13:48 AM pbarthol. Nick 477-9949 January 14, 2014 4:08:37 PM pbarthol. UFR OK BLFD 01 1/16/14 PB BLDG FOUNDATION DRAINAGE 1/17/14 AP January 16, 2014 8:55:27 AM pbarthol. Nick 477-9949 January 17, 2014 8:29:09 AM pbarthol. DSD 01 1/17/14 PB BLDG DOWN SPOUT DRAINS 1/17/14 AP January 16, 2014 8:55:03 AM pbarthol. Nick 477-9949 January 21, 2014 10:25:34 AM pbarthol. DRW 01 1/21/14 PB BLDG DRYWELL 1/21/14 AP January 21, 2014 4:52:37 PM pbarthol. January 21, 2014 4:52:45 PM pbarthol. BFF 01 1/22/14 JLL BLDG FLOOR FRAMING 1/23/14 AP January 22, 2014 8:36:05 AM pbarthol. Nick 477-9949 January 23, 2014 8:37:36 AM jlierly. BL9 01 1/31/14 JLL BLDG SHEARWALL 1/31/14 AP January 31, 2014 10:03:58 AM pbarthol. Nick 477-9949 January 31, 2014 4:22:32 PM jlierly. BAIR 01 2/13/14 JLL BLDG AIR SEAL 2/13/14 AP February 13, 2014 8:20:11 AM pbarthol. Nick 477-9949 February 13, 2014 4:26:32 PM jlierly. BL3 01 2/13/14 JLL BLDG FRAMING 2/13/14 AP February 13, 2014 8:19:45 AM pbarthol. Nick 477-9949 February 13, 2014 4:26:32 PM jlierly. BLI 01 2/18/14 JLL BLDG INSULATION 2/18/14 AP February 18, 2014 9:42:53 AM pbarthol. February 18, 2014 4:12:39 PM jlierly. PW99 01 3/21/14 RV PUBLIC WORKS FINAL 3/21/14 AP March 24, 2014 7:19:54 AM rvess. March 24, 2014 7:20:33 AM rvess. BL99 01 3/28/14 BLDG FINAL March 28, 2014 9:46:45 AM pbarthol. Nick 477-9949 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ------------------------ CITY OF PORT ANGELES �I DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION / 321 EAST 5TH STREET, PORT ANGELES, WA 98362 �1 _ t Application Number . . . . . 13-00001472 Date 1/10/14 Application pin number . . . 531712 Property Address . . . . . . 1137 HIGHLAND AVE ASSESSOR PARCEL NUMBER: 06-30-14-6-9-0020-0000- Application type description RES NEW SFR REPORT SALES TAX Subdivision Name . . . . . . on your State excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation 145145 (Location Code 0502) Application desc 2168 sq ft SINGLE STORY SFT ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RALSTON ----------------RALSTON JOHN M/GAIL T C ANDERSON HOMES & DEV INC PO BOX 1405 1400 W. WASHINGTON ST. J PORT ANGELES WA 983620259 STE. 104-178 SEQUIM WA 98382 (425) 770-1477 AL ----------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT RESIDENTIAL Additional desc 2168 SQ FT SFR Permit Fee . . . . 1277.85 Plan Check Fee 830.60 Issue Date . . . . 1/10/14 Valuation . . . . 145145 Expiration Date 7/09/14 Qty Unit Charge Per Extension BASE FEE 1020.25 46.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 257.60 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 193.25 Plan Check Fee .00 Issue Date . . . . 1/10/14 Valuation . . . . 0 Expiration Date . . 7/09/14 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) 88.80 ---------------------------------------------------------------------------- Permit . . . . PLUMBING PERMIT Additional desc SFR PLUMBING Permit Fee . . . 163.00 Plan Check Fee .00 V1 Issue Date 1/10/14 Valuation 0 Expiration Date 7/09/14 AA Qty Unit Charge Per Extension V" BASE FEE 50.00 �. 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 1� 1.00 7.0000 EA PL-WATER LINE 7.00 $ G 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 �s 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. 6 <11,g, p Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL.TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders I 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 by m MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 —Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 —Planning 417-4750 Building 417-4815 ` CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00001472 Date 1/10/14 Application pin number . . . 531712 Qty Unit Charge Per Extension REPORT SALES TAX 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 onour state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 Y 1.00 7,0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles ------------------ --------------------------- ----------- Special Notes and Comments Location Code 0$02) January 8, 2014 9:15:39 AM tamiot. ELECTRICAL PERMIT IS REQUIRED. ELECTRICAL SERVICE IS UNDERGROUND COMING FROM EXISTING ELECTRICAL PEDESTAL. January 2, 2014 8:21:37 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 11:09:54 AM sroberds. The proposal will result in a new sfr in the RS-7 for total lot cov of 30% and site cov of 390. 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 Construct driveway to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 ----------------------- - Other Fees . . . . . . . RES UNDERGRND SERVICE FEE 222.00 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 1634.10 1634.10 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL,TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST STH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 13-00001472 Date 1/10/14 Application pin number . . . 531712 Plan Check Total 830.60 830.60 .00 .00 Other Fee Total 4746.50 4746.50 .00 .00 REPORT SALES TAX Grand Total 7211.20 7211.20 .00 .00 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 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 by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 ° CITY OF PORT ANGELES T�N PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00001472 Date 1/10/14 Application pin number . . . 531712 Property Address . . . . 1137 HIGHLAND AVE REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-14-6-9-0020-0000- Application type description RES NEW SFR on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 145145 ---------------------------------------------------------------------------- Application desc 2168 sq ft SINGLE STORY SFT ---------------------------------------------------------------------------- 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 . . . . . . DRIVEWAY INSTALLATION Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 1/10/14 Valuation . . . . 0 Expiration Date . . 7/09/14 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 5/8" DROP IN WATER METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 1/10/14 Valuation . . . . 145145 Expiration Date 7/09/14 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 1/10/14 Valuation . . . . 145145 Expiration Date 7/09/14 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments January 8, 2014 9:15:39 AM tamiot. ELECTRICAL PERMIT IS REQUIRED. ELECTRICAL SERVICE IS UNDERGROUND COMING FROM EXISTING ELECTRICAL PEDESTAL. January 2, 2014 8:21:37 AM rbecker. If you are installing a lawn sprinkler system, you will need 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 cons/rfi Signature of ontractor or Authorized Agent Date Signature of Owner(if owner is builder) Date vT:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. ITIS UNLAWFUL TO COVER,' INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE 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 4I7- BUILDING E T:Forms/Building Division/Public Works Permit 0 PORTgvC y.wFF CITY OF PORT ANGELES ��� PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES. WA 98362 Page 2 Application Number . . . . . 13-00001472 Date 1/10/14 Application pin number . . . 531712 ----------------------------------------------- ------ REPORT SALES TAX Special Notes and Comments on your state excise tax form to install a double check valve backflow assembly. t0 the City of Port Angeles If you have any questions, call Ron Becker at 417-4886, Y y Fax:452-4972, or E-mail:rbecker@cityofpa.us (Location Code 0502) 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 11:09:54 AM sroberds. The proposal will result in a new sfr in the RS-7 for total lot cov of 30% and site cov of 39%. 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 Construct driveway to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed'in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 222.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4746.50 4746.50 .00 .00 Grand Total 5496.50 5496.50 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED, POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R:W./PW/ CONSTRUCTION-R.W. ENGINEERING 4174807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 4b7- BUILDING 4815 T:Fonns/Building Division/Public Works Permit CIT u T NGELES CITY OF For City Use Permit# Ll I`-h�� WASH I N G T O N U . S . Date Received: y 321 East 5`h Street Port Angeles, WA 98362 Date Approved — I/01 q P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: 1137 Highland 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 PhODe 360-504-1198 Owner 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 City Sequim, WA 98382 state WA Zip 98382 Contractor License # Expiration: CANEAH943DG March 07, 2014 Project Value: Zoning: Tax Parcel # Lot# $ k19;909-66 146, 45 P_RS7 06-30-14-69-0020 9 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 ❑ Plumbing ❑ Other. ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No 1 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 12-20-13 Christopher Anderson Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement 0 0 First Floor 0 1499 �a-7 Second Floor 0 0 Covered Deck/Porch/Entry 0 130 lC�� Deck 0 0 Garage 0 539 �(p !7(o" Carport 0 0 Other(describe) 0 0 Area Totals 0 2,168 Commercial Structures For Office Use Area Descriptions (SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ 6FT)of all Structures: Lot Size: 7,142 %Lot Coverage 30 SQ FT Site coverage(all impervious+ 7,142 %Site Coverage structures 2,817.5 39 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/Non-Haz Piping #of Outlets: Appliance Vent # 1 Heater(Suspended,Floor,Recessed wall) # 6 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 # 0 Forced Air Unit Ductless Mini 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 interce for Other describe T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX 0 d 112.06' P. L. e a ——— 7.00' S.B. —— - I LL cri ■ m � cr U) O O O s:x l G d (.(� a o ■ O J � 7.00' S.B. cn w ui 112.06i P. L. Mz, :: o v W� � A z: V� 1142 � ,. r. ¢It Ric 2716 Y a: _ a 2722 s _ Highland Ave 0 <C 0 o U 12006.' PoLm M 7.00' S. B. Aa elar � b D'Q E0 ° o D m 0 LOC� U Q N I5 12 — I _ - - - - - - ` a 6:, LO2 o w cyi Q � I ► I o D I ° d ° ■ ° aD D D ) Ile 7.00' S. B. .. C W 10, ,�' 495 W.Spruccc 8t..Sm 3 ,kquim.WA W82 7611-5ai-1 198 l2w06 ' o zuOf Z W zA .] ] 3 3 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 46 LHighlandAvenue; ,; CAntlerson HomesP PortAn g.tiles 1NzRkA98362� �` 4 s Christo,tier Andersons . r- Jot n M and Gad T Ralston 360 5Q4 1198 ' . 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 ,. '- imate ones s, , R-Value U-Factor Fenestration U-Facto n/a 0.30 Skylight Ll-Factor n/a 0.50 Glazed Fenestration SHGC n/a n/a Ceiling 49' 0.026 Wood Frame Wall 21 int 0.056 Mass Wall R-Value' 21/21 0.056 Floor 309 0.029 Below Grade Wall° 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: [211.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. ❑2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑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) 1a Efficient Building Envelope 1a 0.5 ❑ lb Efficient Building Envelope lb 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 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 1.0El1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf 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. 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. "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. B 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. Glazing Schedule Project Information Contact Information Lot 9- 1137 Highland Avenue C.Anderson Homes Port Angeles,WA 98362 Christopher Anderson John M and Gail T Ralston 360-504-1198 R402.3.3 Exception (15 sq.ft. max.)0 Vertical Glazing(Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA �„<�,;• MasterOO&oom„M 0 28' '='' 1 ,•,,,;6 o 4 ....° 20.0 5.60 TIR J � x. 4 �°._. 4µ'r, 16.0 4.48 &Q 77 Bedroom#W 0.28 ; -x': 1 , 5, ° :,4 °." 20.0 5.60 < :_.- _ Greatroorn 50.0 14.00 34.2 9.57 :� F ..4Kitche 0.28::.''' `1.d 2,,,, 11.0 3.08 w a n 0.0 0.00 h ' . _>f �', Kw,f ..,.,,�, �.• � 0.0 0.00 M,... .. .. . Q ks 0.0 0.00 NAtli -01-1111,11", 3f 501z",1 _ , .✓� 0.0 0.00 0.0 0.00 y 0.0 0.00 �=_` „ x >'-.. ea . xi x >4 ,�: .,, 0.0 0.00 :`M ,. k. .,. } 0.0 0.00 .r 5 � 0.0 0.00 .r .\� „ � < _.. w rte' 0.0 0.00 ,.... 0.0 0.00 r. 0.0 0.00 0.0 0.00 IMMU �,�,� �;'; -v,`> 0.0 0.00 A 0.0 0.00 x 0.0 0.00 x . _. d ..;�. 0.0 0.00 �s 0 0.00 'S:'T �A� ARM .. �,' .'•ks... .• lIMF: : Co' r i:a,. 0.0 O.00 h , 0.0 0.00 ti ,Ca3lx.7xj A3,'+v s, 1ti =.�: �'Ci3�,= 19 +:` 0.0 0.00 R- 010.0 0.00 0.0 0.00 "'Alk AE -� -. 'Ir �rilk ' 0.0 0.00 0.0 0.00 i \ ;. e�.: z ,,,. 0.0 0.00 sh <� m 0.0 0.00 0.0 0.00 u . .,. ..., , cg, 0.0 0.00 � :: � _. ..i, aw ...t, 0.0 0.00 0.01 0.00 0.0 0.00 ems... ...., _. .. ;: .. t 0.0 0.00 is . .�. .:. ,}.. � . ..¢; \; f 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Area and UA 1 151.2 42.33 Area Weighted U=UAIArea 0.28 : 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 Lot9=1137�H1 hland�Avenue -° P.,ort Angeles,,WA 98362 g"' a CfinstopherAnderson� ,� ter... Heating System Type: *All Other Systems QI-leat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature €rstrrzta<<;rt5 Design Temperature Difference(AT) 42 Port Angeles AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area 1 struci€ons Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 17-' �=Ai 8 4; 11,992 Glazing and Doors U-Factor X Area = UA #rl4trttctit?ns 0.30F, 15a1 ,,' 45.36 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA szrairtEr>ns Ray 0.026 1 499 38.97 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No Vaulted Ceilings in this project '-' Above Grade Walls(see Figure n U-Factor X Area UA Instructions .. R-21 Intermediate 0.056 W1„428 79.97 Floors U-Factor X Area UA #i:SYrLt:.#.,il31S ..ALX ._ .. ....... R-30 `r 0.029 1499 43.47 Below Grade Walls(see Figure 1) U-Factor X Area UA r No Below Grade Walls in this proi.ect ---��, ”' Slab Below Grade isee Figure 1) F-Factor X Length UA €nSirti Cit:Sn5 hi 'No Slab Below Grade in this protect. ��..,:� --- Slab on Grade(see Ftaure 1) F-Factor X Length UA Instructions .�.. .. No Slab on Grade in this project. Location of Ducts strttctte"'� r = Duct Leakage Coefficient Uncondmoned Space 6.. ).... 1.10 Sum of UA 207.77 Envelope Heat Load 8,726 Btu/Hour Figure 1. Sumof UAXAT Air Leakage Heat Load 5,440 Btu/Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 14,166 Btu/Hour �. Air Leakage+Envelope Heat Loss Building and Duct Heat Load 15,583 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 21,816 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) MITSUBISHIAAk ELECTRIC Mir.SL11M. Split-ductless A/C and Heat Pumps 12,000WALL-MOUNTED Job Name: 1137 Highland Avenue Location: Port Angeles, WA Date: 12-20-13 Purchaser: C. Anderson Homes Engineer: Absolute Air Submitted to: City Of Port Angeles For ❑Reference ❑Approval [MConstruction Unit Designation: Great Room Schedule No.: GENERAL FEATURES •Highly energy-efficient system that features 92%heating capacity at 5°F,75%at-4°F,and 58%at-13°F ' •Updated sleek,compact indoor unit design w., •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/hi her temperature with an increased fans speed,which 9 p P Indoor Unit:MSZ-FE12NA quickly brings the room to the optimum comfort level •Integrated i-see Sensor automatically adjusts the unit's operation �I according to temperature differences detected between the floor and the intake air,ensuring optimum comfort and energy usage ��il •Wireless remote controller Wireless Remote Sal •Base heater is available as an option Controller •Limited warranty:five years on parts and defects and seven years on q compressors Outdoor Unit:MUZ-FE12NA OPTIONAL ACCESSORIES Indoor Unit Outdoor Unit MCA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 A •Base Heater(MAC-640BH-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 Control 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 •Condensate Pump(S13100-230;230V) Cooling(Lo-Med-Hi-Powerful). . . . . . .22 - 33-43-45 dB(A) •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 Capacit . . . . . . . . . . . . . . . . . . . . . . . . . . . .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. Heating . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .49 dB(A) (Heating at470F)-Indoor:70°F(21°C)DB,60°F(16°C)WB;Outdoor:47°F(8°C)DB,43°F(6°C)W'3. (Heating at 17°F)-Indoor:70°F(21°C)DB,60°F(16°C)WB;Outdoor.170F(-8°C)DI3,15°F(-9°C)WB. Heating at 5°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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..15 A Weight . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .80 lbs. / 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 OPERATING RANGE Max. Refrigerant Pipe Height Difference . . . . . . . . . . . . .40' / 12 m Connection Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Flared Indoor Intake Air Temp. Outdoor Intake Air Temp. Cooling Maximum 90°F(32°C)DB,73°F(23°C)WB 115°F(46°C)DB Minimum 670F(19°C)DB,57°F(14°C)WB 140F(-10°C)DB Maximum 80°F(27°C)DB,67°F(19°C)WB 75°F(24°C)DB,65°F(18°C)WB ' ^ Heating Minimum 70°F(21°C)DB,60°F(16°C)WB -13°F(-25°C)DB,-15°F(-26°C)WB— I E_ KR K "System cuts out at-18°F(-28°C)to avoid thermistor error,but recovers from cutout -- operation and automatically restarts at-13°F(-250C). DIMENSIONS: 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 m Installation plate 2-1/2 I IL O M U7 Ob d) n 6-1/ -1/8 _ N 2-1/8 13-9/16 13 2-11/16 Indoor unit Air in Wall hole o2-9/16 N I—I �Vy 10-1/ Installation late 8 1/4 2-3/16 27-1/16 2-3/16 Piping 1-11/16 2-5/16 3/4 o M N N M \ _ —_--rn Ip 1-11/16 Drain hose mInsulation o1-3/8 O.D 3-3/8 a Liquid line 01/4 19-11/16(Flared connection o1/4) Air out 3-13/16 E-1 Gas line 03/8 16-15/16(Flared connection o3/8 Drain hose linsulation 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 v and on both sides of the unit. M r Air in I c? mote 4!ry or 1-9/16 Ore Air out 7/8 2-3/8 x 13/16 Oval hole F SNI or mope n or ore candle 29/32 11-1/4 Open two sides of left, right,or rear side. N N M \ N � r Liquid pipe :1/4(flared) M 11-29/32 Gas pipe :3/8(flared) -15/1 19-11/16 31-1/2 2-23/32 6-23/32 MITSUBISHI 1' AuRI CERTIFIED-1, ELECTRIC Unitary Small HP PARTNER, HVAC Advanced Products Division 3400 Lawrenceville Suwanee Rd n/ST Suwanee,GA 30024 Tele:678-376-2900•Fax:800-889-9904 Toll Free:800-433-4822(#3) www.mehvac.com C SD-MSZ-FE12NA/MUZ-FEI2NA-200908 ©MITSUBISHI ELECTRIC/HVAC 2009 Specifications are subject to change without notice. t SSS SOUND STRUCTURAL SOLUTIONS E N G I N E E a 5 C/ C. Anderson Homes & Development Chris Anderson 495 W Spruce St, Ste 3 Client Sequim, WA 98382 O W l' 360-504-1198 phone 360-504-1199 fax SSS# s1312016 Project -- Plan CA-1499 u � AL Identification 1 Story SFR 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 Lateral Analysis s1312016 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 1525 15 Floor 10 40 10 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 1.605 1-Second Accelleration Sl 0.642 Long-Period Transition Period TL 6 sec. Spectral response coefficient SDS 1.07 Spectral response coefficient SDl 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 10073 10073 lbs Overstrength Factor Q0 2.5 s1312016 131219 SSSlateral 131009 section 1 DC iDesign Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 48.1°N, 123.42°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Sroi S080n, Port Angeles fi n'a A M E H I C A mapquesl @2013 MapQuest USGS-Provided Output SS = 1.605 g SMS = 1.605 g SDs = 1.070 g S1 = 0.642 g SM1 = 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. MCEa Response Spectrum Design Response Spectrum L27 1.70 1,10-- 1.52-- 0.99 1.30 0.88 1.19 0.77 0.66 0.25 0.55 Ul JLA 0.62 0.44 0.51 q,33 4.34 0,22-- 0.17-- 0.11 0.000.00 4.043 0.24o.'40 0.54 0.20 1.00 1.20 1.40 1.50 1.20 2.00 4.00 0.20 0.44 0.60 0.90 1.00 1.20 1.40 1.60 1.80 2.00 Period, T(sec) Period, T(sec) For PGAM, T , 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 Wind Loads Wind Loads Help Ridge Elevation 17 ft Eave Height 9.5 ft Mean Roof Height, h 13.25 ft Least Horizontal Dimension, LHD 48 ft Transverse Direction Longitudinal Direction B Dimension 53 ft B Dimension 48 ft L Dimension 48 ft L Dimension 53 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) 1 346 sq ft 139 sq ft 1 290 sq ft 293 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) 1 346 sq ft 139 sq ft 1 290 sq ft 293 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,g„ 31.26 psf Main Wind Force Resisting System - Diaphragm Design Loads 2010 Envelope Procedure Direction Transverse Longitudinal SUM 11938 9115 Load Case 1 17 1 11938 9115 s1312016 131219_SSSlateral 131009 Section 1 WF(2) Seismic Loads Effective seismic wei ht at Story x roof area(ft) floor area(ft) story height(ft) trans-wall(ft) long-wall(ft) misc load trans-w, long -w, Diaphragm 1 2450 0 7.76 145 170 (lbs) 36750 0 11252 13192 43346 42376 Mapped Spectral Accelerations Ss 1.605 Fa 1.000 SIDS 1.07 S, 0.642 Fv 1.500 Sp, 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 Eguiv. 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= 0.970 0.970 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= 10073 Ibs 10073 Ibs s1312016 131219 SSSlateral 131009 Section 1 EF Vertical Distribution,Forces at each level 12.8.3 k= 1.00 Transverse Longitudinal Diaphragm hx wx wXh,, CVX wX wxhxk CvX 1 8.76 43346 1379710.961 1.000 42376 1 371213.76 1 1.000 379710.96 371213.76 Diaphragm ITransverse I Longitudinal 1 1 10073 1 10073 jibs s1312016 131219 SSSlateral 131009 section 1 EF Allowable Stress Design Loads 2010 Envelope Procedure 2010 Equiv.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 12.3.4.E Transverse Lon itudinal Transverse Longitudinal Diaphragm Force(lbs) Force(lbs) Diaphragm Force(lbs) Force(lbs) 1 7163 5469 1 9167 9167 Principle of Mechanics-cont. Where, v= shear per linear foot of shearwall F w= width of shearwall D h= height of shearwall D= resisting dead load centered over shearwall N=h 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+1 Force from the SW's above that transfers to the SW's,lbs SW NOMOM VTx Total force in the SW's(VDx+VTx+1),lbs ABOUT COKER L Total length of SW's(T w), feet(ft) V Linear force in the SW's(VTx/L),pounds per foot(plf) w 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 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 dr Tributary distance of roof(used to calculate D)along the width of the SW,ft dna 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 dfa 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 transfers to the SW,lbs Tex Earthquake uplift force of the SW,lbs s1312016 131219—SSS lateral 131009 section 1 DL Wall Line Story(x) Direction Sheathing Shear SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift 1 1 Trans VS w h or dra df dfa Twx+j Twx Tex,, TeX WIND E-QUAKE 218 3.96 7.76 16 2 876 1358 VTx+1 218 1 7.79 7.76 16 16 22 717 V Dx 3581 4583 218 5.25 7.76 16 16 265 899 VTx 3581 4583 218 4.00 7.76 16 16 384 988 v 171 218 Max Tx 876 1358 L VF VS 21.00 218 218 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 2 1 Trans vs w h or dra df dfa Twx+i Twx Tex., Tex WIND E-QUAKE 256 3.73 7.76 2 2 1300 1765 VTx+j 256 3.73 7.76 2 2 1300 1765 V Dx 1433 1833 VTx 1433 1833 v 192 246 Max Tx 1300 1765 L VF VS 7.46 246 256 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+j Twx Tex+i Tex WIND E UAKE 401 3.88 8.76 2 2 2213 2947 VTx+j 401 3.88 8.76 2 2 2213 2947 V Dx 2149 2750 VTx 2149 2750 v 277 355 Max Tx 2213 2947 L VF VS 7.75 355 401 s1312016 131219 SSSlateral 131009 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 UAKE 86 53.00 7.76 -833 -255 VTx+1 VDx 2735 4583 VTx 2735 4583 v 52 86 Max Tx L VF Vs 53.00 86 86 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 dfa Twx+1 Twx Tex+1 Tex WIND E-QUAKE VTx+f 189 24.31 7.76 2 2 18 822 VDx 2735 4583 VTx 2735 4583 v 112 189 Max Tx 18 822 L VF VS 24.31 189 189 s1312016 131219—SSS lateral 131009 section 1 SS Shear Transfer Connections Fasteners and Spacing y Ln V) Ln Ln Ul Ul 0 fn Ln V) Ln Ln N M N00 M I- � 00 M I- Q fl. - ,tea- H V 3 - _ 2x Plates 3x Plates u kD u N Ln Ln U C7 C MQ N Y N = ~ o o v -- v -- O^ L- _ c�i� N co Co00 mQ � Q - N -0 O Ul d o f0 (p f0 E CL f1 L f0 -0 f0 c'-'0 W � lu ~ L rn E r1jr tl 00 f1 r"ir f1 bo f1 i Ln .� Ln A 150 11 9 55 27 12 38 16 101 75 110 B 207 8 40 20 8 28 12 59 54 79 C 265 6 31 15 6 21 9 42 42 62 332 5 ` "" 25 12 5 17 7 31 34 49 350 4 23 11 5 16 7 29 32 47 D 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 8 4 1 6 2 9 � : : ; ::: �� 14 21 1190 1.0 "'I'M 7 3 1 4 2 7 ' � " 11 ll Shearwall Capacities from ANSI/AF&PA SDPWS-2008 Table 4.3A MINIMUM NOMINAL PANEL DF DF 3 THICKNESS Nail or Staple size @ 16" oc @ 24" oc o � a (inch) 6 240 7/16" 8d @ 6"oc 260 240 6 4 350 7/16" 8d @ 4"oc 380 350 4 3 450 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... s1312016 131219 SSSlateral 131009 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 Fl 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] 51312016 131219 SSSlateral 131009 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 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 3,581 4,583 E R All other 158.1 22.7 29.0 2,1 1,433 1,833 E R All other 158.1 9.1 11.6 3 1 2,149 2,750 E R All other 158.1 13.6 17.4 A 1 2,735 4,583 E R All other 158.1 17.3 29.0 B 1 2,735 4,583 E R All other 158.1 17.3 29.0 s1312016 131219 SSSlateral 131009 Section 1 HD Shear Wall Summary T Bio Bio 0Width SW VF Stressed vs Stressed Uplift W Uplift E Holdown Notes J Cn 1 1 1 21.00 C 1 6 218 82% 218 91% 1358 HDU2 install TLOK06 along entire top plate,max v is 127 plf 2 1 7.46 C 4 246 93% 256 73% 1300 1765 HDU2 3 1 7.75 D 3 355 79% 401 89% 2213 2947 HDU2 A 1 53.00 A 6 86 58% 86 36% B 1 24.31 B 6 189 91% 189 79% shear along entire top plate,max,v is 127 plf s1312016 131219—SSS lateral 131009 Section 1 SW �OOd BeamFile=1\Servedsss\Jobs\s131S13120-1.AND\wo1312191S13120-1.LC6 ENERCALC,INC.1983-2012,Build:6.12.12.7,Ver:6.13.1.31 Description CODE REFERENCES Calculations per NDS 2005 Load Combination Set : ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875 psi Ebend-xx 1300 ksi Fc-Prll 600 psi Eminbend-xx 470 ksi 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(0.283) S(0.471) 01w 6x8 j Span = 5.0 ft _ Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.2830, S=0.4710, Tributary Width=1.0 fi DESIGN SUMMARY ',Maximum Bending Stress Ratio = 0.545: 1 Maximum Shear Stress Ratio = 0.351 : 1 Section used for this span 6x8 Section used for this span 6x8 fb:Actual 548.36 psi fv:Actual = 68.55 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 = 2.500ft 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 0.027 in Ratio= 2263 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.042 in Ratio= 1414 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."+"Def] Location in Span D+S 1 0.0424 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 1.885 1.885 D Only 0.708 0.708 S Only 1.178 1.178 D+S 1.885 1.885 Section 2 �Wood @a�tl File=\\Serverlsss\Jobs\s131S13120—.LAND\wo1312191513120-1.EC6 ENERCALC,INC.1983-2012;•Build:6.12:12.7,Ver:6.13.1.31 4. Description: 1-2 CODE REFERENCES Calculations per NDS 2005 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus ofElasticq 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 32.210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling - ................ _....._._ ........................................................ ......... .._._..............................._. ...._ ................. .................... D(O.075) S(O.125) 4MM - aa.- 2 A 4x10 Span = 12.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D-0,0750, S=0.1250, Tributary Width=1.0 fi DESIGN SUMMARY_ _ _ ®- o 'Maximum Bending Stress Ratio = 0.697: 1 Maximum Shear Stress Ratio = 0.269 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual 865.53 psi fv:Actual 55.60 psi FB:Allowable 1,242.00 psi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 6.000ft 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 0.159 in Ratio= 906 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.254 in Ratio= 566 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 0.2541 6.044 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.200 1.200 D Only 0.450 0.450 S Only 0.750 0.750 D+S 1.200 1.200 Section 2 Wood Column File=llServerlssslJobs1s131513120-1:AND1wo1312191S13120-1:EC6 ENERCALC,INC.1983-2012,30ild:6.12.12.7,Ver:6.131.31 ' Description: 1-2 post Code References Calculations per 2005 NDS Load Combinations Used :ASCE 7-10 General Information Analysis Method: Allowable Stress Design Wood Section Name 4x4 End Fixities Top& Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 9.0 ft Wood Member Type Sawn Exact Width 3.50 in Allow Stress Modification Factors Wood Species Douglas Fir- Larch Exact Depth Wood Grade No.2 p 3.50 in Cf or Cv for Bending 1.50 Area 12.25 in12 Cf or Cv for Compression 1.150 Fb-Tension 900.0 psi Fv 180.0 psi Ix 12.505 in"4 Cf or Cv for Tension 1.50 Fb-Compr 900.0 psi Ft 575.0 psi Fc-Prll 1,350.0 psi Density 32.210 pcf ly 12.505 in 4 Cm:Wet Use Factor 1.0 Ct:Temperature Factor 1.0 Fc-Perp 625.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 ` Basic 1,600.0 1,600.0 1,600.0 ksi Use Cr.Repetitive? No Minimum 580.0 580.0 Brace condition for deflection(buckling)along columns X-X(width)axis: Unbraced Length for X-X Axis buckling=9.0 ft,K=1.0 Y-Y(depth)axis: Unbraced Length for X-X Axis buckling=9.0 ft,K=1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weiqht included :24.661 lbs*Dead Load Factor AXIAL LOADS. . . Axial Load at 9.0 ft,D=0.450, S=0.750 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.2123 :1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+S+H Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only, fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 0.0 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 470.860 psi for load combination: n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +D+0.750L+0.750S+H Cf or Cv:Size based factors 1.500 1.150 Location of max.above base 0.0 ft Applied Design Shear 0.0 psi Allowable Shear 207.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D Stress Ratio Status Location Stress Ratio Status Location +D+H 1.000 0.08335 PASS 0.0 ft 0.0 PASS 0.0 ft +D+L+H 1.000 0.08335 PASS 0.0 ft 0.0 PASS 0.0 ft +D+S+H 1.150 0.2123 PASS 0.0 ft 0.0 PASS 0.0 ft +D+0.750L+0.750S+H 1.150 0.1798 PASS 0.0 ft 0.0 PASS 0.0 ft Maximum Reactions-Unfactored Note:Only non-zero reactions are listed. X-X Axis Reaction Y-Y Axis Reaction Axial Reaction Load Combination @ Base @ Top @ Base @ Top @ Base D Only k k 0.475 k S Only k k 0.750 k D+S k k 1.225 k Section 2 Wood ColumnFile=\\ServehsssWobsts131513120-1.ANDIwo1312191S13120-1.EC6 ENERCALC,INC.1983-2012,Buildi6.12.12.7,Ver:6.13.1.31 Description: 1-2 post Maximum Deflections for Load Combinations -Unfactored Loads Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft D+S 0.0000 in 0.000 ft 0.000 in 0.000 ft Sketches 12ak a � �a A C N II 5 ""s N 4x4 a„ 3.50 in Loads are total entered value.Arrows do not reflect absolute direction. Section 2 Wood Beam File=\\ServeAsssWobs\s13\S13120-LAND\wo131219\S13120-1.EC6 ENERCALC,INC.1983-2012,Build:6.12.12.7,Ver.6.13.1.31 e.es. zlrgiijs Description: 1-3 CODE REFERENCES Calculations per NDS 2005 Load Combination Set :ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus ofE/asticity 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 32.210pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling D(0.045) S(0.075) 's, , 4x12 Span = 16.250 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0450, S=0.0750, Tributary Width=1.0 f1 DESIGN SUMMARY 'Maximum Bending Stress Ratio = 0.565: 1 Maximum Shear Stress Ratio = 0.179 : 1 Section used for this span 4x12 Section used for this span 4x12 fb:Actual = 643.81 psi fv:Actual = 37.14 psi FB:Allowable 1,138.50 psi 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 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 0.285 in Ratio= 684 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."+"Defl Location in Span D+S 1 0.2850 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 0.975 0.975 D Only 0.366 0.366 S Only 0.609 0.609 D+S 0.975 0.975 Section 2 Wood Beam File=llServerlsssWobsls131S13120-1ANDIwo1312191S13120-1:EC6 ENERCALC,INCA983-2012,Build:612127,Ver:6.13.1.31 Description: 1-4 CODE REFERENCES Calculations per NDS 2005 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 ®(0.05) S(0.084) ,x .rrsT X - " ".�y - »tel ` _ - .c f✓r I j 4x8 I Span = 11.670 ft - ------ ..._... -----------_ ----- -_.� —...._. -------- _._------- Applied _Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.050, S=0.0840, Tributary Width=1.0 fi DESIGN SUMMARY e Maximum Bending Stress Ratio = 0.664: 1 Maximum Shear Stress Ratio = 0.223 : 1 Section used for this span 4x8 Section used for this span 4x8 fb:Actual 892.78 psi fv:Actual 46.22 psi FB:Allowable = 1,345.50psi Fv:Allowable 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 5.835ft 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 0.198 in Ratio= 706 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.316 in Ratio= 442 Max Upward Total Deflection0.000 in Ratio= 0 <240 Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Deft Location in Span Load Combination Max."+"Defl Location in Span D+S 1 0.3163 5.878 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.782 0.782 D Only 0.292 0.292 S Only 0.490 0.490 D+S 0.782 0.782 Section 2