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Home My WebLink About1125 Highland Avenue Address: 1125 Highland Avenue PREPARED 1/30/15, 9:41:59 INSPECTION TICKET PAGE 3 C� CITY OF PORT ANGELES -- - INSPECTOR: JAMES LIERLY DATE 1/30/15 - ^ ADDRESS : 1125 HIGHLAND AVE SUBDIV: U CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON JOHN M/GAIL T PHONE PARCEL 06-30-14-6-9-0050-0000- APPL NUMBER: 14-00001367 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------- ----------------------------------------- BLFW O1 11/19/14 JLL BLDG FOUND FTG/STEM WALL 11/19/14 AP November 19, 2014 9:01:16 AM pbarthol. Chris 425-770-1477 +x+++xxx+xxxxxxx+ AM +++++xxxxxxxxxxxxx+++x November 19, 2014 4:46:35 PM jlierly. DSD O1 11/24/14 JLL BLDG DOWN SPOUT DRAINS 11/24/14 AP November 24, 2014 9:29:13 AM jlierly. chris November 24, 2014 4:30:37 PM jlierly. DRW O1 11/25/14 JLL BLDG DRYWELL 11/25/14 AP November 25, 2014 9:20:04 AM jlierly. November 25, 2014 3:45:43 PM jlierly. BFF O1 11/26/14 JLL BLDG FLOOR FRAMING 11/26/14 AP November 26, 2014 10:00:24 AM jlierly. November 26, 2014 4:05:32 PM jlierly. BL9 01 12/05/14 JLL BLDG SHEARWALL 12/05/14 AP December 5, 2014 8:52:00 AM pbarthol. Chris December 5, 2014 4:04:15 PM jlierly. BL3 01 12/15/14 JLL BLDG FRAMING 12/15/14 AP December 15, 2014 9:04:55 AM pbarthol. CHRIS 425-770-1477 December 15, 2014 4:10:26 PM jlierly. BLI O1 12/17/14 JLL BLDG INSULATION 12/17/14 AP December 16, 2014 10:35:01 AM jlierly. chris December 17, 2014 3:00:40 PM jlierly. _ BL99 01 1/30/15 bTL� BLDG FINAL --��\�¢(J\�, January 30, 2015 9:40:45 AM jlierly. chris ---------------------- --------------------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 12/15/14 JLL MECHANICAL ROUGH-IN 12/15/14 AP December 15, 2014 9:05:46 AM pbarthol. December 15, 2014 4:10:26 PM jlierly. ME99 01 1/30/15 MECHANICAL FINAL January 30, 2015 9:41:16 AM jlierly. --- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------ -------- ----------- PL6 01 11/25/14 JLL PLUMBING WATER SUPPLY ----------------------------------- CONTINUED ONTO NEXT PAGE ------------------- ---------------- PREPARED 1/30/15, 9:41:59 INSPECTION TICKET PAGE 4 . CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/30/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1125 HIGHLAND AVE SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON JOHN M/GAIL T PHONE : PARCEL : 06-30-14-6-9-0050-0000- APPL NUMBER: 14-00001367 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------- ---------------------- . 11/25/14 AP November 25, 2014 9:20:24 AM jlierly. November 25, 2014 3:45:43 PM jlierly. PL2 01 12/15/14 JLL PLUMBING ROUGH-IN 12/15/14 AP December 15, 2014 9:05:23 AM pbarthOl. December 15, 2014 4:10:26 PM jlierly. PL99 01 1/30/15 L PLUMBING FINAL January 30, 2015 9:41:30 AM jlierly. -------------------------- ---------- COMMENTS AND NOTES -ate CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 ® (ri Application Number . . . . . 14-00001367 Date 11/18/14 Application pin number . . . 700577 Property Address . . . . . . 1125 HIGHLAND AVE ASSESSOR PARCEL NUMBER: 06-30-14-6-9-0050-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . on your spate excise tax form Property Use . . . . . . . . to the Cit of Port Angeles Property Zoning RS7 RESDNTL SINGLE FAMILY s Y y Application valuation . . . . 147804 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 2303 sq ft SFR -------------------------------------------------------------------- ) Owner Contractor ------------------------ ------------------------ RALSTON JOHN M/GAIL T C ANDERSON HOMES & DEV INC c� 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 . . 2303 SQ FT SFR Permit Fee . . . . 1289.05 Plan Check Fee 837.88 Issue Date . . . . 11/18/14 Valuation . . . . 147804 1N Expiration Date 5/17/15 Qty Unit Charge Per Extension BASE FEE 1020.25 48.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 268.80 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc SFR MECHANICAL Permit Fee . . . . 171.20 Plan Check Fee .00 Issue Date . . . . 11/18/14 Valuation . . . . 0 Expiration Date 5/17/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD)-- 74.00 - ---------------------------------- Permit . . . . . . PLUMBING PERMIT S" Additional desc SFR PLUMBING Permit Fee 163.00 Plan Check Fee .00 Issue Date . . . . 11/18/14 Valuation . . . . 0 Expiration Date 5/17/15 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 the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or A horized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit PW a BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001367 Date 11/18/14 Application pin number 700577 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 to the Cit of Port Angeles 1.00 7.0000 EA PL-WATER HEATER 7.00 Y -------------------------------------------------------------- -------------- (Location Code 0502) Special Notes and Comments N tuber 10, 2014 12:17:30 PM sroberds. The p al as shown�exceeds lot 5 sq.ft. o % 2$. This is n on. There should not be a nee viation at thNovember 10, 2014 9:1M tamiot. ELECTRICAL PERMIT WILL BE REQUIRED. ELECTRICAL SERVICE SHALL BE UNDERGROUND TO THE EXISTING PEDESTAL AT THE SOUTH/WEST CORNER, NOT THE TRANSFORMER. November 10, 2014 7:25:55 AM rbecker. If you are installing a lawn or fire sprinkler system, you will need to install a backflow assembly. Call Ron Becker @360-417-4886, fax:360-452-4972, or E-mail:rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. November 10, 2014 12:12:25 PM sroberds. As proposed, the construction exceeds lot coverage by 165 sq.ft. or 2%. This is new development so should not require a minor deviation as the developer can reduce the foot print at this point. November 17, 2014 3:37:15 PM sroberds. The proposal will result in a new sfr in the RS-7 for total lot cov of 29% and site cov of 41%. No land use issues anticipated as proposed. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO 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 b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES �. DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION �-- 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 14-00001367 Date 11/18/14 Application pin number . . . 700577 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments contribution is allowed. on your state excise tax form Sanitary sewer connection inspection is required by to the City of Port Angeles Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line (Location Code 0502) 417-4831 Utilize existing driveway opening at it's current location. 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 A separate Right of Way Construction permit is required by the contractor for driveway work. ---------------------------------------------------------------------------- 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 1623.25 1623.25 .00 .00 Plan Check Total 837.88 837.88 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7755.63 7755.63 .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 PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rou h-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking 8 Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit • °`� °F� CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001367 Date 11/18/14 Application pin number . . . 700577 Property Address . . . . . . 1125 HIGHLAND AVE ASSESSOR PARCEL NUMBER: 06-30-14-6-9-0050-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . on your State excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 147804 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 2303 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 . . . . . . DRIVEWAY INSTALLATION Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 11/18/14 Valuation . . . . 0 Expiration Date . . 5/17/15 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 5/8" DROP IN METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 11/18/14 Valuation . . . . 150156 Expiration Date 5/17/15 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 11/18/14 Valuation . . . 150156 Expiration Date . . 5/17/15 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments November 10, 2014 12:17:30 PM sroberds. The proposal as shown exceeds lot coverage by 165 sq.ft. or 2t. This is new construction. There should not be a need for a deviation at this point. November 10, 2014 9:18:26 AM tamiot. 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. ignature of ContractoCWr 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 r 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 4'17- BUILDING 4815 T:Fortns/Building Division/Public Works Permit CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00001367 Date 11/18/14 Application pin number . . . 700577 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments our state excise tax form ELECTRICAL PERMIT WILL BE REQUIRED. on Y ELECTRICAL SERVICE SHALL BE UNDERGROUND TO THE EXISTING to the City of Port Angeles PEDESTAL AT THE SOUTH/WEST CORNER, NOT THE TRANSFORMER. November 10, 2014 7:25:55 AM rbecker. (Location Codec 0502 If you are installing a lawn or fire sprinkler system, you will need to install a backflow assembly. Call Ron Becker @360-417-4886, fax:360-452-4972, or E-mail:rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. November 10, 2014 12:12:25 PM sroberds. As proposed, the construction exceeds lot coverage by 165 sq.ft. or 2t. This is new development so should not require a minor deviation as the developer can reduce the foot print at this point. November 17, 2014 3:37:15 PM sroberds. The proposal will result in a new sfr in the RS-7 for total lot cov of 29t and site cov of 41t. No land use issues anticipated as proposed. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Utilize existing driveway opening at it's current location. 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 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 4174831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 4174750 PLANNING DEPT. BUILDING 4'17- BUILDING 4815 T:Fonns/Building Division/Public Works Permit • 4~OF PO��kN CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 3 Application Number . . . . . 14-00001367 Date 11/18/14 Application pin number . . . 700577 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments required prior to pouring concrete. Public Works inspection on your state excise tax form request line 417-4831 to the City of Port Angeles A separate Right of Way Construction permit is required by the contractor for driveway work. (Location Code 0502) ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 6044.50 6044.50 .00 .00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of 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 INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417.4653 FIRE DEPT. PLANNING DEPT. 4174750 PLANNING DEPT. BUILDING 07- BUILDING 4815 T:Forms/Building Division/Public Works Permit THF- "'OLES CITY OF _ For City Use 0- A� W A S H I N G T O N} U � Permit# le-l-t3 Date Received: //_ 7- 321 East 51' Street ' Port Angeles, WA 98362 , Date Approved /� 5/1 C/ P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Applic tion Project Address: 1125 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 Phone 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 Na1e C. Anderson Homes&Development, Inc. Phone 360-504-1198 Mailing Address 495 W. Spruce St. Suite 3 Email p , Chris@candersonhomes.com city Sequim,WA 98382 state WA Zip 98382 Contractor License# Expiration: CANEAH943DG March 17,2016 j Project Value: Zoning: Tax Parcel# Lot# $ 119,000.00 06-30-14-69-0050 7 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 M Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes [3No ® T 15' 2 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 Signatur -� 11-07-14 Christopher Anderson Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement 0 0 First Floor 0 1548 /l1/S t O econd Floor 0 0 Covered Deck/Porch/Entry 0 Deck 0 0 Garage 0 528 Carport 0 0 Other(describe) 0 0 Area Totals 0 - f Icl-7 f!V Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals LotlSite Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverage p , 2>� (0 7,165 SQ FT Site coverage fall impe�47 + 7,165 %Site Coverage structures 3 .8 Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this promect. Air Handler Size: # 0 Haz/Non-Haz Piping #of Outlets: Appliance Vent # 1 Heater(Suspended,Floor,Recessed wall) # 5 Boiler/Compressor Size: # 0 Heating/Cooling appliance # 0 repair/alteration Evaporative Cooler(attached,not # 0 Pellet Stove/Wood-burning/Gas # 0 portable) Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping . #of Outlets: Ventilation Fan,single duct # 3 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 interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX 64.04' P. L . N/ N/ 20.00' S.B. o CA-1548 I �) ca N . !V rW _ LOT 7 N 71165 Sq. Ft. Jv is 20.00' S.B. 6 3.9 1 ° P. L . 1125 Highland Ave CA HOMES AO PLAN# Lot 7-1125 Highland Ave,Port Angeles,WA 98362 Cad@' CA-1125Presold Spec Home V_101.0• X1'(34 1142 p 3 5 t�. 2 d d s F t ryti 4 id 6 �'kK't � wWk2 �� ,T X137. 4 Highland-A ve--,-,.� F (16 � r rr 1122" r 113$ 1132 r f 111 6 ._ Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Lot 7 12 i' Aver °` ° ,Andersaq Hames Port Angeles 11tR 98362 ': . E Christopher Antlerson . John M OAMd ll T Ralston 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 All Climate Zones R-Valuea U-Factor' Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wali9,k.' 21 int 0.056 Mass Wall R-Value' 21/21' 0.056 Floor 309 0.029 Below Grade Wall`,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: ❑1.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1 a 0.5 ❑ lb Efficient Building Envelope 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 1.0 0 1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 0 0.5 5b Efficient Water Heating 1.5 ❑ , 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf ` TM: 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. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated sidin;.:. 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 7-1125 Highland Avenue IC.Anderson Homes Port Angeles,WA 98362 1 Christopher Anderson John M and Gail T Ralston 360-504-1198 R402.3.3 Exception(15 sq.ft.max.) Vertical Glazing(Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet Inch Feet inch Area UA •; Naster..Bedroom,. . 77720.0 6.00 Bedroom#1„ ,..... ' 030• 1:`... 4. . 4.., 13.0 4.80 n 0.30__ . 1`'° .5ll, :Pk,„141 '. 20.0 6.00 s eatrvgin.2-n' 0:30.,, a1 8 w. i- ° 40.0 12.00 m� 77 ET_ L?ItUTt'Root , .. -= 0:30..,." 1 5 o 6 :A� 34.2 10.25 Kttcher�..- 12.0 3.60 EWE ��' Master Bath E 0.30,,. E 4-` ° 4 • 16.0 4.80 0.0 0.00 . , 0.0 0.00 0.0 0.00 0.0 0.00 74 zN ' 1 0.01 0.00 , .. ` 0.0 0.00 �. 0.0 0.00 Mi 0.0 0.00 77 0.0 0.00 0.0 0.00 ti .- "w„ 0.0 0.00 A 0.0 0.00 . 0.0 0.00 0.0 0.00 77 0.0 0.00 6:., ! „ = 0.0 0.00 0.0 0.00 177771 77 0.0 0.00 , „ 0.0 0.00 ., ,. 'x 0.01 0.00 0.0 0.00 0.0 0.00 .a, ... 0.0 0.00 �. r ,. ..: Alx"� � .. � �... 0.0 0.00 �= a 0.0 0.00 MA "t� °� .,...,r.-� . _ >�" 0.0 0.00 .Si' = . 0.0 0.00 0.0 0.00 0.0 0.00 y 0.0 0.00 0.0 0.00 0.0 0.00 777 0.0 0.00 7777 0.0 0.00 % \ 'W,:1 _ ,.. 0.0 0.00 Sum of Area and UA 1 158.21 47.45 Area Weighted U=UA/Area 1 0.30 Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information ... Pc 17110 .GiAntlersa em L°ot 1-_• 5Highland.Ave__ ot H_ _: Port`Angeles.WA 98362 „j- .._ :` Christopher Antlerson John M and Gail"T.Etalsta`' yF:" `: .�.. . . .... 360-404'414& Heating System Type: ( II Other Systems OHeat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instruction �,fr Design Temperature Difference(OT) 42 Port Angeles AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) _, 1 548 Average Ceiling Height Conditioned Volume Instrua tions Average Ceiling Height(ft) '` �X8:0 12,384 Glazing and Doors J-;:actor X Area UA Instructions 0.30 w 1 a8 47.46 Skylights U-Factor X Area UA 3:�strur.4icsns 0.50 �•; 0 :.._:. --- Insulation Attic U-Factor X Area UA Instructions R-49 0.026 .1,548:., 40.25 Single Rafter or Joist Vaulted Ceilings LI-Factor X Area UA .._ instructions No Vaulted Ceilings in this project. ___�v�:;� a`,�'�i. Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions ` R 27 Intermediate 0.0561 r46';' 81.54 Floors U-Factor X Area UA Instructions 0.029 ``'::1548 44.89 R-30 :z Below Grade Walls(see Figure'1) LI-Factor X Area UA (nsti'11r.4icsn�, No Below Grade Walls in this project. •' --- --- Slab Below Grade(see Figure a F-Factor XLon th UA • No Slab Below Grade in this project. Slab on Grade(see Figure 1) F-Factor XLeh UA Insirtict.t ns "' No Slab on Grade in this project. v n ; �••�' Location of Ducts Instructions r.—._ - ---- •"" Duct Leakage Coefficient Unconditioned Space , 1.1 Sum of UA 214.14 Envelope Heat Load 8,994 Btu/Hour Figure 1. SumofuaxeT Air Leakage Heat Load 5,617 Btu/Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 14,611 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 16,072 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 22,501 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) SOUND STRUCTURAL SOLUTIONS E N G I N E E R S November 17, 2014 To: Chris Anderson, C Anderson Homes & Development From: Damon Fleming, PE Re: Plan CA-1548 Remove porch roof SSS# s1411002 Removing the porch roof does not change the shearwall design. All shearwall and holdown specifications remain the same on structural plans dated 11/7/2014 whether the roof is constructed or not. If you have any questions or require additional information, please call. FL-9 of S" 4 42 6628 212th Street SW,Suite 205 - Lynnwood,WA 98036 - Ph:425-778-1023 - Fax:206-260-7490 MITSUBISHI .� M Ir.SS II� M® ELECTRIC Split ductless A/C and Heat Pumps SUBMITTAL DATA: MSZ-FE12NA & ` 12,000 BTU/H WALL-MOUNTED HEAT PUMP SYSTEM ,lob Name: 1125 Highland Avenue Location: Port Angeles, WA Date: 11-07-14 Purchaser: C. Anderson Homes Engineer: Absolute Air Submitted to: City Of Port Angeles For ❑Reference ❑Approval ❑■Construction Unit Designation: Great Room Schedule No.: GENERAL FEATURES •Highly energy-efficient system that features 92%heating capacity 1 at 5°F,75%at-4•F,and 58%at-13•F ' •Updated sleek,compact indoor unit design •Includes Standard,Platinum Deodorizing,and Anti-allergy Enzyme filters for a complete air purifying system "Powerful Mode"function permits system to temporarily run at - a lower/higher temperature with an increased fan speed,Which _ Indoor Unit:MSZ-FE12NA f quickly brings the room to the optimum comfort level •Integrated i-see Sensor automatically adjusts the unit's operation 191 according to temperature differences detected between the floor G1 and the intake air,ensuring optimum comfort and energy usage •Wireless remote controller •Base heater is available as an option Controller Limited - r •Limited warranty:five years on parts and defects and seven years on compressors -- Outdoor Unit:MUZ-FE12NA OPTIONAL ACCESSORIES Indoor Unit Outdoor Unit MCA.. .. . . . .. .. . .... .. .. .. .. . ... .. . .. .. ..... . .. .... •Base Heater(MAC-640BH-U) Fan Motor ... . .. . ... ... .... .. ... . .. ... ....... . 0.76 F.L.A. •Drain Socket(MAC-851 DS) Airflow Indoor Unit Cooling(Lo-Med-Hi-Powerfuq ....162-226-381 -410 Dry CFM • Indoor Adapter(MAC-399117) 144-202-350-367 Wet CFM •M- Contact of Adapter Interface(MAC-397117) Heating(Lo-Med-Hi-Powerful) ....166-240-399-420 Dry CFM • 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;23OV) Powerful) •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. 1.0Y 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 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,671F(19•C)WB;Outdoor.95°17 Cooling . .... ... .... ........ . ... ... .... . ..... ..48 d6 A) (35°C)DB,75^F(24^C)WB. Heating .. .... ... ........ ...49 dB A) (Heating at47°F)-Indoor.70•F(21•C)DB,60°F(16•C)WB;Outdoor:47.17(80C)DB,43.17(6•C)WB. (Heating at 17°17)-Indoor:70.17(21•C)DB,60•F(161C)WB;Outdoor 17•F(-8•C)DB,15•F(J9°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 21-518/549 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 Voltage Refrigerant Type.... .. .. ......... . .. ... ... ... .... .. R41 OA 9 Refrigerant Pipe Size O.D. Indoor-Outdoor S1-S2 ..... .... ... ..... . ....AC 208/230V Gas Side .. .. . . . ...... ... .. ... .... . .. .. .. . 3/8"/9.52 mm Indoor-Outdoor S2-S3 ..... ....... .. ... . .......DC 12-24V Liquid Side. .. . ..... ... ... .. ...... .... .... . 1/4"/6.35 mm Wireless Remote Controller........ . ...... ....... .... DC Max.Refrigerant Pipe Length........ ...... .. .. ....65' / 20 m OPERATING RANGE Max.Refrigerant Pipe Height Difference ... .... . . ....40' / 12 m Connection Method ............. ... ... ... ... .... ....Flared Indoor IntakeAlr Temp. Outdoor Intake Air Temp. Madmum 90•F(32•C)DB,73•F(23•C)WB 115•F(46•C)DB Cooling Minimum 67•F(19•C)DB,57•F(14•C)WB 14•F(-10•C)DB Madmum 80•F(27•C)DB,67•F(19•C)WB 75•F(24•C)DB,65°17(18°C)WB Heating Minimum 70•F(21•C)DB,60•F(16•C)WB -13°17(-25•C)DB,-15T(26°C)WB'• K K "System cuts out at-18•F(-28•C)to avoid thermistor error,but recovers from cutout operation and automatically restarts at-13•F(-25•C). 11 -_,�. . 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 0 Installation plate n co I I I d' Go Lwalpial d> 04 ao -1/ 13-9/16 Indoo.unit _14 IT 2011/16 Air in Wall hole 2-9/16 N u;1 11 10-1/ F/4 Installation late 8 27-1/16 2-3/16 Pi in 0 r N co `O Drain hose 3-3/8 o,9!� 01-3/8 O.D 3-1 /16 c01/4 19-11/16 Flared connection e1/4 Alr outr03/8 16-15/16 Flared connection o3/8 Drain hose Insulation 01-1/8 0.0 Connected part 05/8 O.D MUZ-FE12NA Unit: inch 15-3/4 Drain hole 01-5/8 Air in REQUIRED SPACE Basically open 4 inch or more without any obstruction in front g and on both sides of the unit. cq � Air in rJ 0 + rn or 001e 47n°rte � Air out 7/8 /2--3/8-113116 6 Oval hole F 8l0 e r o o 0%mot �Oj9 handle 29/32 11-1/4 Open two sides of left, right,or rear side. ao N N M Liquid pipe :1/4(flared) M 11.29/32 Gas pipe :3/8(flared) 7 1511 19-11/16 31-1/2 2-23/32 6 23132 MITSUBISHI ELECTRIC HVAC Advanced Products Division 3400 Lawrenceville Suwanee Rd n/STESuwanee,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 0 MITSUBISHI ELECTRIC/HVAC 2009 Specifications are subject to change without notice. SOUND STRUCTURAL SOLUTIONS E N G T N E E R I C.Anderson Homes& Development Chris Anderson Client 495 W Spruce St, Ste 3 F Sequim, WA 983820 W /LPr'L 360-504-1198 phone 360-504-1199 fax SSS#I s1411002 Project Plan CA-1548 X., -1 Identification 1 Story SFR SJA� 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 i y WUSGSDesign Maps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 48.101190N, 123.41989°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 5mi 5000m =PE,13WIA TE R AY .. Cott Angeles M Part Angslga A a 101V � Fd \ r X201 f @ NlaipQuest USGS-Provided Output SS = 1.602 g SMS = 1.602 g Sos = 1.068 g Sl = 0.640 g SMl = 0.961 g Sol = 0.640 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 NEHRP" building code reference document. MCEft Response Spectrum Design Response Spectrum 1.37 1.70 1.16 1.53 0.99 1.36 6.89 i 1.15 0.77 OY 1.02 Cfi 6.66 An 0.95 0,55- 0,44- 0,51-- .550.440.51 0.33-- 034-- 0,22-- 0.17-- 0.00 .220.17 0.00 0.00 1.60 0.20 0.40 0.60 0.80 1.06 1.20 1.40 1.60 1.90 2.60 0.06 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period,T(set) Period, T(sec) For PGAM, TL, CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. Section 1 Lateral Analysis s1411002 Number of Diaphragms 1 Code 12 IBC 2012 International Building code & 2010 ASCE7 General Design Criteria Design Loads Dead Live Snow Seismic s Mass Roof 15 25 15 Floor 10 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 Saectral Accelerations, MSA Short Period Acceleration Ss 1.602 1-Second Accelleration Sl 0.640 Long-Period Transition Period TL 6 sec. Spectral response coefficient SDs 1.07 Spectral response coefficient SDI 0.64 Site Classification D Seis. Force Resisting System Table ..2.2-1: A-13 Transverse Longitudinal Response Modification Factor R 6.5 6.5 Seismic Response Coefficient Cs 0.164 0.164 Design Base Shear 10882 10882 lbs Overstrength Factor no 2.5 141106 SSSlateral 140507s'1411002 Section 1 DC Wind Loads Wind Loads Help Ridge Elevation 15 ft Eave Height 8.333 ft Mean Roof Height, h 11.667 ft Least Horizontal Dimension, LHD 49 ft Transverse Direction Longitudinal Direction B Dimension 60 ft B Dimension 49 ft L Dimension 49 ft L Dimension 60 ft End Zone, 2a 6 ft End Zone, 2a 6 ft Wall Areas Transverse Direction (WW) Longitudinal Direction (WW) Roof Pitch 6 :12 Roof Pitch 5 :12 LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft) (Horiz Proj) (sq ft) (Horiz Proj) 1 343 sq ft 256 sq ft 1 314 sq ft 228 sq ft Transverse Direction (LW) Longitudinal Direction (LW) Roof Pitch 6 :12 Roof Pitch 5 :12 LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft (Horiz Proj) (sq ft) (Horiz Proj) 1 343 sq ft 256 sq ft 1 314 sq ft 228 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 11689 9854 Load Case 1 17 1 11689 9854 141106_SSSlateral 140507_s1411002 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) lona-wall(ft) misc load trans-wX long-wX Diaphragm 1 2607 0 7.75 150 200 (lbs) 39105 0 11625 15500 46855 44918 Mapped Spectral Accelerations Ss 1.602 Fa 1.000 SDs 1.07 St 0.640 Fv 1.500 SDI 0.64 Seismic Design Category D Seismic Use Group II Seismic Importance Factor IE 1.00 Site Classification D Response Modification Coefficient Diaphragm Trans CsLong Cs 1 6.5 0.16 6.5 0.16 2010 Eauiv. 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= 0.164 0.164 lbs EQ 12.8-2 (Maximum) CS= 0.968 0.968 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= 10882 lbs 10882 lbs 141106 SSSlateral 140507s14111002 Section 1 EF Vertical Distribution,Forces at each level 12.8.3 k= 1.00 Transverse Longitudinal Diaphragm hX w, w.hXk C. wX w,,h"k I C,'. 1 1 8.75 46855 1409981.251 1.000 44918 1393028.1251 1.000 409981.25 393028.125 Diaphragm Transverse Longitudinal 1 1 10882 1 10882 jibs 141106 SSSlateral 140507s1411002 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 (0.6-0.14SDS)D+0.7pQE+H %of DL used in OT %of DL used in OT 60% 45% Wind Design Loads Fx Seismic Design Loads,FX p= 1.30 123.4.E TransverseLon itudinal Transverse Longitudinal Diaphragm Force(lbs) Force(lbs) Diaphragm Force(lbs) Force(lbs) 1 7014 5913 1 1 9903 9903 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 (y=b 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 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 sum 110101N VTx Total force in the SW's(VD,+VT,.,),lbs ABOUT 0011 t L Total length of SW's(7-w), feet(ft) V Linear force in the SW's(VTX/L),pounds per foot(plf) rll VF Greater of v induced by wind or earthquake,ph Max Tx Maximum uplift force of the SW's,lbs Free Body Diagram of a ShearWall V, Greater of v in the sheathing induced by wind per 2306.4.1 or earthquake per 2305.3.4,plf w Width of SW,ft h Height of SW,ft dr Tributary distance of roof(used to calculate D)along the width of the SW,ft 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., Earthquake uplift force of the SW above that transfars to the SW,lbs Tex Earthquake uplift force of the SW,lbs 141106 SSSlateral 140507s1411002 Section 1 DL Wall Line Story(x) Direction Sheathing SW Dimensions Trit-AM Dead Loads Wind Uplift Earthquake Uplift Shear 1 1 Trans vs w h dr dra df dfa Twx+, Twx TeX+, Tex WIND E-QUAKE 140 16.00 7.75 2 2 63 645 VTX+i 140 13.33 7.75 16 2 -691 1 79 VDx 2455 4106 VTX 2455 4106 v 84 140 Max Tx 63 645 L VF VS 29.33 140 140 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 2 1 Trans vs w h dr dra df dfa Twx+, Twx Tex,, Tex WIND E-QUAKE 176 17.10 7.75 15 2 -616 177 VTX+, 176 5.50 7.75 2 2 720 1180 VD, 3507 4951 176 5.50 7.75 2 2 720 1180 VTx 3507 4951 V 125 176 Max Tx 720 1180 L VF Vs 28.10 176 176 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 3 1 Trans vs w h dr dra df dfa Twx+, Twx Tex+, Tex WIND E-QUAKE 207 2.81 7.75 2 2 1289 1044 VTX+l 207 2.81 7.75 2 2 1 1289 1 1044 VD, 1052 845 VTX 1052 845 v 187 150 Max Tx 1289 1044 L VF Vs 5.63 187 207 I 1411 06SSSlateral 1140507s1411002 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 d. df df. Twx,, Twx TeX+f TeX WIND E-QUAKE 55 14.00 7.75 2 2 -320 37 VTX+1 55 9.33 7.75 2 2 1 -169 1 150 V DX 1327 2817 55 27.67 7.75 2 2 -760 -294 VTX 1327 2817— v 26 55 Max Tx 150 L VF VS 51.00 55 55 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear B 1 Long VS w h dr d. df df. Twx+j Twx Tex., Tex WIND E-QUAKE 206 24.00 7.75 12 2 -996 134 VT.., V Dx 2956 4951 VTX 2956 4951 v 123 206 Max TX 134 L VF vs 24.00 206 206 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear C 1 Long vs w h dr dna df df. Twx+j Twx Tex., Tex WIND E-QUAKE 74 4.31 7.75 2 2 227 414 VTx+1 74 24.69 7.75 2 2 -431 -80 V Dx 1629 2134 VTX 1629 2134 v 56 74 Max Tx 227 414 L VF Vs 29.00 74 74 1411 06SSSlateral 140507s'1411002 Section 1 SS Shear Transfer Connections Fasteners and Spacing H N Vf N (A Ln (n N N N N N (A N %0 co N 1Q V- -1 t%0 M [t NN lLn 00 1.4 k0 M M . i � 4 ,^( � U 3 ^ - ^ _ ^ 2x Plates 3x Plates ^ u u -- u to u = u Ln �J X X X X C1 G1 N (0 M Ln . Y N = ~ O O Q fa O 2 0 Ln V- m 00 m 0) ca , i m Z C O N Q -- Q u Q u Q u fa C 0 cu Ln fl. Ln C fY0 fa ate.+ fa ate.+ fa 2 � E N E a CL $a � (° 'a ns � W `�° N 2 ~ M in -- -- -- moo_ ,-� Ln Ln A 150 11 9 55 27 12 38 16 101 75 110 B 213 8 \ 39 19 8 27 11 57 53 77 265 6 \\M 31 15 6 21 9 42 42 62 332 5 ��\\` 25 12 5 17 7 31 34 49 350 4 N23 11 5 16 7 29 32 47 \ � 450 3 \\ 18 9 4 12 5 21 12 18 600 2 13 6 3 9 4 15 9 13 780 2 \\\ 10 5 2 7 3 11 � �\: `� � 17 26 900 1.5 "`\?"" 9 4 2 6 2 10 `'." 15 22 935 1.5 \ " 8 4 1 6 2 9 "'' \\` 14 21 1190 1.0 \\ 7 3 1 4 2 7 17 Shearwall Capacities from ANSI/AF&PA SDPWS-2008 Table 4.3A o MINIMUM m NOMINAL PANEL DF DF 3 THICKNESS Nail or Staple size @ 16" oc @ 24" oc o � R (inch) 6 240 7/16" 8d @ 6"oc 260 240 6 350 7/16" 8d @ 4"oc 380 350 4 450 7/16" 8d @ 3"oc 490 450 3 585 7/16" 8d @ 2"oc 640 585 2 700 7/16" BOTH SIDES 8d @ 4"oc 760 700 44 900 7/16" BOTH SIDES 8d @ 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 set of capacities is needed for simplicity. sheathing... 141106 SSSiateral 140507s1411002 Section 1 ST Shear Transfer Notes [1] TABLE 11N [pg97 NDS] Z=89 lbs for a 16d box nail (D=0.135) in Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] [2] Value from note 1 then multiplied by the Toe-Nail Factor SECTION 11.5.4 [pg78 NDS] for nominal lateral design values Ctn=0.83 [3] the A35 is used in loading condition 4 in an F1 direction of load according to Simpson designations for SPF/HF Lateral(133/160) Z=450 lbs [pg146 C-2005] [4] [5] for SPSF/HF Lateral(133/160)Z=130 lbs [pg142 C-2005] [6] the H1 is used in an F1 loading according to Simpson designations for SPF/HF Lateral(133/160) Z=415 lbs [pg142 C-2005] [7] the DTC is used in an F2 loading according to Simpson designations for SPF/HF Lateral(133/160) Z=210 lbs [pg112 C-2005] [8] TABLE 11E [pg85 NDS] Z=570 lbs for a 1/2" diameter bolt in 1-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3-inch nominal member. Exception: With design load less than 600plf the sill plate is permitted to be a 2-inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [9]TABLE 11E [pg85 NDS] Z=830 lbs for a 5/8" diameter bolt in 1-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3-inch nominal member. Exception: With design load less than 600plf the sill plate is permitted to be a 2-inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [10]TABLE 11E [pg85 NDS] Z=700 lbs for a 1/2" diameter bolt in 2-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.'1 [;pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] [11]TABLE 11E [pg85 NDS] Z=1040 lbs for a 5/8" diameter bolt in 2-1j2" 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] 141106 SSSlateral 140507s1411002 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 1 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 2,455 4,106 E R All other 158.1 15.5 26.0 2.1 3,507 4,951 M R All other 158.1 11.1 15.7 31 1,052 845 E R All other 158.1 6.7 5.3 A 1 1,327 2,817 E R All other 158.1 8.4 17.8 B 1 2,956 4,951 E R All other 158.1 18.7 31.3 C 1 1,629 2,134 E R All other 1 158.1 10.3 13.5 1411 06SSSlateral 140507s1411002 Section 1 HD Shear Wall Summary Bio Bio a -2C/) Width SW VF Stressed vs Stressed Uplift W Uplift E Holdown Notes iD 1 1 29.33 A 6 140 93% 140 58% 2 1 28.10 B 6 176 83% 176 7'% 1180 HUD2 at 5.5'walls 3 1 5.63 B 6 187 88% 207 86% 1289 1044 HDU2 A 1 51.00 A 6 55 37% 55 23% B 1 24.00 B 6 206 97% 206 86% C 1 29.00 A 6 74 49% 74 31% y _ draw attention to the fact that 80% demand (corresponding to a 125% capacity) has Gray 5cated Areas F� � S been specified to address horizontal irregularities. 141106 SSSlateral 1140507s1411002 Section 1 SW WOOC� Be1t11 File=\\ServersssUobs1s141s1411\$14110-2\W01411-11141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver:6.14.9.18 Description: 1-1 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875.0 psi Ebend-xx 1,300.0 ksi Fc-Prll 600.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 170.0 psi Ft 425.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D 0 2175 S 0 3625 t i yr 6x8 Span=5.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=14.50 ft,(ROOF) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.419: 1 Maximum Shear Stress Ratio = 0.270 : 1 Section used for this span 6x8 Section used for this span 6x8 fb:Actual 421.82 psi fv:Actual 52.73 psi FB:Allowable 1,006.25 psi Fv:Allowable 195.50 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 2.500ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.020 in Ratio= 2941 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.033 in Ratio= 18: 3 Max Upward Total Deflection 0.000 in Ratio= 0<240 ......................... .. ...................................._........................_._._._._. Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+'Defl Location in Span +D+S 1 0.0326 2.518 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.450 1.450 Overall MINimum 0.326 0.326 D Only 0.544 0.544 +D+L 0.544 0.544 +D+Lr 0.544 0.544 +D+S 1.450 1.450 +D+0.750Lr+0.750L 0.544 0.544 +D+0.750L+0.750S 1.223 1.223 +D+0.60W 0.544 0.544 Section 2 Wood Beam File=\1ServeAsssWobs1s141s14111614110-21W01411-1\141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver.6.14.9.18 Description Vertical Reactions Support notatic,;:=ar left is#1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E 0.544 0.544 +D+0.750Lr+0.750L+0.450W 0.544 0.544 +D+0.750L+0.750S+0.450W 1.223 1.223 +D+0.750L+0.750S+0.5250E 1.223 1.223 +0.60D+0.60W 0.326 0.326 +0.60D+0.70E 0.326 0.326 D Only 0.544 0.544 Lr Only L Only S Only 0.906 0.906 W Only E Only H Only Section 2 Wood Beam File=1\Serverlsss\Jobs1s141s14111S14110-�21W01411--11141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver.6.14.9.18 MINEMEEMo r s o Description; 1-2 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 875.0 psi Ebend-xx 1,300.0 ksi Fc-Prll 600.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade ;No.2 Fv 170.0 psi Ft 425.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling _........ D 0.03 S 0.05 i f 1 1 6X8 i Span=8.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=2.0 ft,(ROOF) DESIGN SUMMARY ;Maximum Bending Stress Ratio = 0.14±3 1 Maximum Shear Stress Ratio �= 0.060 : 1 Section used for this span 6x8 Section used for this span 6x8 fb:Actual 148.95 psi fv:Actual 11.64 psi FB:Allowable 1,006.25 psi Fv:Allowable 195.50 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 4.000ft 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 0.018 in Ratio= 52. 6 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.030 in Ratio= 3254 Max Upward Total Deflection 0.000 in Ratio= 0<240 i ............................... i Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.0295 4.029 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.320 0.320 Overall MINimum 0.072 0.072 D Only 0.120 0.120 +D+L 0.120 0.120 +D+Lr 0.120 0.120 +D+S 0.320 0.320 +D+0.750Lr+0.750L 0.120 0.120 +D+0.750L+0.750S 0.270 0.270 +D+0.60W 0.120 0.120 Section 2 Wood Beam File=\\Serverlsss\Jobs1s141s14111514110-21W01411-11141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver:6.14.9.18 s r Description: 1-2 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E 0.120 0.120 +D+0.750Lr+0.750L+0.450W 0.120 0.120 +D+0.750L+0.750S+0.450W 0.270 0.270 +D+0.750L+0.750S+0.5250E 0.270 0.270 +0.60D+0.60W 0.072 0.072 +0.60D+0.70E 0.072 0.072 D Only 0.120 0.120 Lr Only L Only S Only 0.200 0.200 W Only E Only H Only Section 2 VIIOOd Beat11 File=\kServeftss\Jobs1s141s141104110-200141 1�-11141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver:6.14.9.18 Description: 1-3 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination ASCE?-10 Fb-Compr 900.0 psi Ebend-xx 1,600.0ksi 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 0.03 S 0.05 Mpm F gg 2 4x12 i i Span=16.50 ft f Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=2.0 ft,(ROOF) DESIGNSUMMARY :Maximum Bending Stress Ratio = 0.389. 1 Maximum Shear Stress Ratio = 0.121 : 1 Section used for this span 4x12 Section used for this span 4x12 fb:Actual = 442.51 psi fv:Actual = 25.14 psi FB:Allowable 1,138.50 psi Fv:Allowable = 207.00 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 8.250ft 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 0.126 in Ratio= 1568 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.202 in Ratio= 980 j Max Upward Total Deflection 0.000 in Ratio= 0<240 ` Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.2020 8.310 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.660 0.660 Overall MINimum 0.149 0.149 D Only 0.248 0.248 +D+L 0.248 0.248 +D+Lr 0.248 0.248 +D+S 0.660 0.660 +D-4750Lr+0.750L 0.248 0.248 +D+0.750L+0.750S 0.557 0.557 +D+0.60W 0.248 0.248 Section 2 Wood B@1111 File='11ServeftssWobsls141s14111514110-�2\W01411-11141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver:6.14.9:18 Description: 1-3 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E 0.248 0.248 +D+0.750Lr+0.750L+0.45OW 0.248 0.248 +D+0.750L+0.750S+0.450W 0.557 0.557 +D+0.750L+0.750S+0.5250E 0.557 0.557 +0.60D+0.60W 0.149 0.149 +0.60D+0.70E 0.149 0.149 D Only 0.248 0.248 Lr Only L Only S Only 0.413 0.413 W Only E Only H Only Section 2 1 WOOCI' Bean1 File=llServerlsssWobs1s141s14111S14110-21W01411-�11141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver:6.14.9.18 e.ee.. • e ® a} Description: 1-4 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.0 ksi Fc-Pdl 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 D 0.16875 S 0.28125 W, r i i i 4X12 1 -- ----- Span=10.0 ft -- Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=11.250 ft,(ROOF; DES/GN SUMMARY _ ®' Maximum Bending Stress Ratio = 0.8031 Maximum Shear Stress Ratio = 0.414 : 1 Section used for this span 4x12 Section used for this span 4x12 fb:Actual = 914.29 psi fv:Actual 85.71 psi FIB:Allowable 1,138.50 psi Fv:Allowable = 207.00 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 5.000ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 S.)a:i#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.096 in Ratio= 1252 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.153 in Ratio= 782 Max Upward Total Deflection 0.000 in Ratio= 0<240 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.1533 5.036 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.250 2.250 Overall MINimum 0.506 0.506 D Only 0.844 0.844 +D+L 0.844 0.844 +D+Lr 0.844 0.844 +D+S 2.250 2.250 +D+0.750Lr+0.750L 0.844 0.844 +D+0.750L+0.750S 1.898 1.898 +D+0.60W 0.844 0.844 Section 2 Wood Beam File=\1ServersssWobsls141s14111514110-21W01411-11141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver:6.14.9.18 MR-MIGMIMMI • r e Description: 1-4 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 +D+0.70E 0.844 0.844 +0+0.750Lr+0.750L+0.450W 0.844 0.844 +D+0.750L+0.750S+0.450W 1.898 1.898 +D+0.750L+0.750S+0.5250E 1.898 1.898 +0.60D+0.60W 0.506 0.506 +0.60D+0.70E 0.506 0.506 D Only 0.844 0.844 Lr Only L Only S Only 1.406 1.406 W Only E Only H Only Section 2 Wood BeamFile=1\Server\sss\Jobs\sl41sl4ll\S14110-�21W01411--1\141106-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.9.18,Ver.6.14.9.18 TOM o 0 Description: 1-5 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.0 ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D 0.05 0 D 0.03 5 0.05 ` tAoil 4x12 I Span=19.330 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=2.0 ft,(ROOF) Varyinq Uniform Load: D(S,E)=0.050->0.0 k/ft,Extent=0.0 »19.330 ft, Trib Width=1.0 f DESIGN SUMMARY _.____..__.._.._....___._.___......_.._.____..____...__....._..._.._..__._____...........__.... ... __..... _.._.__.._.__....__...._...._......._...._...._.._........_..__..___._...._......_....._..._.....__..__....__.............._............_............_...._......._...._........__...... Maximum Bending Stress Ratio = 0.701: 1 Maximum Shear Stress Ratio = 0.202 : 1 Section used for this span 4x12 Section used for this span 4x12 fb:Actual = 798.36 psi fv:Actual 41.73 psi FIB:Allowable 1,138.50 psi Fv:Allowable = 207.00 psi Load Combination +D+S Lad Combination +D+S Location of maximum on span = 9.312ft 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 0.238 in Ratio= 975 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.499 in Ratio= 464 Max Upward Total Deflection 0.000 in Ratio= 0<240 i Overall Maximum Deflections Load Combination Span Max.%"Def! Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.4994 9.594 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.095 0.934 Overall MINimum 0.367 0.271 D Only 0.612 0.451 +D+L 0.612 0.451 +D+Lr 0.612 0.451 +D+S 1.095 0.934 +D+0.750Lr+0.750L 0.612 0.451 +D+0.750L+0.750S 0.975 0.813 Section 2 Wood Beam File NServer\sssUobs\s14\s1411\514110--2\W01411--1\141106-1EC6 ENERCALC,INC.1983-2014,Build:6:14.9.1�Ver:6.14W.1�8lm Description: 1-5 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 +D+0.60W 0.612 0.451 +D+0.70E 0.612 0.451 +D+0.750Lr+0.750L+0.450W 0.612 0.451 +D+0.750L+0.750S+0.450W 0.975 0.813 +D+0.750L+0.750S+0.5250E 0.975 0.813 +0.60D+0.60W 0.367 0.271 +0.60D+0.70E 0.367 0.271 D Only 0.612 0.451 Lr Only L Only S Only 0.483 0.483 W Only E Only H Only Section 2