The URL can be used to link to this page

Home My WebLink About1122 Highland Avenue Address: 1122 Highland Avenue PREPARED 8/13/14, 12:56:50 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/13/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1122 HIGHLAND AVE SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON, M JOHN/GAIL PHONE ( 36) 452-8415 PARCEL 06-30-14-5-6-9200-0000- APPL NUMBER: 14-00000603 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFW O1 6/04/14 JLL BLDG FOUND FTG/STEM WALL 6/04/14 AP June 4, 2014 10:33:14 AM jlierly. June 4, 2014 4:19:20 PM jlierly. BLFD 01 6/06/14 JLL BLDG FOUNDATION DRAINAGE 6/06/14 AP June 6, 2014 8:53:08 AM pbarthol. June 6, 2014 4:24:02 PM jlierly. DRW 01 6/06/14 JLL BLDG DRYWELL 6/06/14 AP June 6, 2014 8:52:32 AM pbarthol. June 6, 2014 4:24:02 PM jlierly. DSD 01 6/06/14 JLL BLDG DOWN SPOUT DRAINS 6/06/14 AP June 6, 2014 8:52:48 AM pbarthol. June 6, 2014 4:24:02 PM jlierly. PW2 01 6/06/14 RV PUBLIC WORKS SEWER CONNECTION 6/06/14 AP BFF 01 6/10/14 JLL BLDG FLOOR FRAMING 6/10/14 AP June 10, 2014 9:29:43 AM pbarthol. Nick 477-9949 As late as possible. Please call 1/2 hr ahead. June 10, 2014 4:36:37 PM jlierly. BL9 01 6/24/14 JLL BLDG SHEARWALL 6/24/14 AP June 24, 2014 10:27:36 AM pbarthol. Nick 477-9949 June 24, 2014 4:31:18 PM jlierly. No hold inspection. Inspect hold downs on frame/jll BAIR 01 7/01/14 JLL BLDG AIR SEAL 7/01/14 AP July 1, 2014 12:12:12 PM pbarthol. July 1, 2014 3:48:24 PM jlierly. BL3 01 7/01/14 JLL BLDG FRAMING 7/01/14 AP July 1, 2014 12:11:56 PM pbarthol. July 1, 2014 3:48:24 PM jlierly. BLI 01 7/02/14 JLL BLDG INSULATION 7/02/14 AP July 2, 2014 10:23:25 AM pbarthol. July 2, 2014 3:52:27 PM jlierly. BL99 01 8/07/14 JLL BLDG FINAL 8/08/14 DA August 7, 2014 9:31:02 AM pbarthol. Nick 477-9949 August 8, 2014 9:32:44 AM jlierly. Electrical / PW final inspection required/ Finish exterior surface on both sides of garage roll up door/ Install door between garage and habitable space ( weather seal)/ JLL BL99 02 8/13/14 L BLDG FINAL August 13, 2014 12:42:17 PM jlierly. Nick ------------------------- ----------- COMMENTS AND NOTES -------------------------------------- PREPARED 8/07/14, 9:30:21 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/07/14 ADDRESS 1122 HIGHLAND AVE SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER RALSTON, M JOHN/GAIL PHONE ( 36) 452-8415 PARCEL 06-30-14-5-6-9200-0000- APPL NUMBER: 14-00000603 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --—------- ------------------—-----------------—--- BLFW O1 6/04/14 JLL BLDG FOUND FTG/STEM WALL 6/04/14 AP June 4, 2014 10:33:14 AM jlierly. June 4, 2014 4:19:20 PM jlierly. BLFD O1 6/06/14 JLL BLDG FOUNDATION DRAINAGE 6/06/14 AP June 6, 2014 8:53:08 AM pbarthol. June 6, 2014 4:24:02 PM jlierly. DRW O1 6/06/14 JLL BLDG DRYWELL 6/06/14 AP June 6, 2014 8:52:32 AM pbarthol. June 6, 2014 4:24:02 PM jlierly. DSD O1 6/06/14 JLL BLDG DOWN SPOUT DRAINS 6/06/14 AP June 6, 2014 8:52:48 AM pbarthol. June 6, 2014 4:24:02 PM jlierly. PW2 01 6/06/14 RV PUBLIC WORKS SEWER CONNECTION 6/06/14 AP BFF O1 6/10/14 JLL BLDG FLOOR FRAMING 6/10/14 AP June 10, 2014 9:29:43 AM pbarthol. GG / Nick 477-9949 l As late as possible. Please call 1/2 hr ahead. June 10, 2014 4:36:37 PM jlierly. BL9 01 6/24/14 JLL BLDG SHEARWALL 6/24/14 AP June 24, 2014 10:27:36 AM pbarthol. Nick 477-9949 June 24, 2014 4:31:18 PM jlierly. No hold inspection. Inspect hold downs on frame/jll BAIR O1 7/01/14 JLL BLDG AIR SEAL 7/01/14 AP July 1, 2014 12:12:12 PM pbarthol. July 1, 2014 3:48:24 PM jlierly. BL3 01 7/01/14 JLL BLDG FRAMING 7/01/14 AP July 1, 2014 12:11:56 PM pbarthol. July 1, 2014 3:48:24 PM jlierly. BLI O1 7/02/14 JLL BLDG INSULATION 7/02/14 AP July 2, 2014 10:23:25 AM pbarthol. July 2, 2014 3:52:27 PM jlierly. BL99 01 8/07/14 JLL BLDG FINAL August 7, 2014 9:31:02 AM pbarthol. ------- Nick 477-9949 L� PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------- — ------------- ME1 01 7/01/14 JLL MECHANICAL ROUGH-IN 7/01/14 AP July 1, 2014 12:12:21 PM pbarthol. July 1, 2014 3:48:24 PM jlierly. ME99 01 8/07/14 JLL MECHANICAL FINAL ------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 8/07/14, 9:30:21 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/07/14 ------------------------------------------------—--------------------------------------------- ADDRESS . : 1122 HIGHLAND AVE SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER : RALSTON, M JOHN/GAIL PHONE ( 36) 452-8415 PARCEL 06-30-14-5-6-9200-0000- APPL NUMBER: 14-00000603 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP COMPLETED RE- V RESULTS/COMMENTS --- - - ------------------------------ August 7, 2014 9:31:30 AM pbarthol. Nick 477-9949 ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----—---—--—------------------------------------------------------------ PL6 01 6/06/14 JLL PLUMBING WATER SUPPLY 6/06/14 AP June 6, 2014 8:53:23 AM pbarthol. Nick 477-9949 June 6, 2014 4:24:02 PM jlierly. PL2 01 7/01/14 JLL PLUMBING ROUGH-IN 7/01/14 AP July 1, 2014 12:12:27 PM pbarthol. July 1, 2014 3:48:24 PM jlierly. PL99 01 8/07/14 JLL PLUMBING FINAL August 7, 2014 9:31:39 AM pbarthol. --——------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION $` 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number 14-00000603 Date 6/03/14 Application pin number . . . 486105 Property Address . . . . . . 1122 HIGHLAND AVE ASSESSOR PARCEL NUMBER: 06-30-14-5-6-9200-0000- REPORT SALES TAX O Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY s Application valuation . . . . 152900 Location Code 0502 ---------------------------------------------------------------------------- Application desc New SFR ---------------------------------------------------------------------------- Owner Contractor �1 ------------------------ ------------------------ 1 RALSTON, M JOHN/GAIL C ANDERSON HOMES & DEV INC P.'O. BOX 1405 1400 W. WASHINGTON ST. PORT ANGELES WA 98362 STE. 104-178 ( 36) 452-8415 SEQUIM WA 98382 (425) 770-1477 ----------------------------------- ----------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc NEW SFR Permit Fee . . . . 1317.05 Plan Check Fee 856.08 Issue Date . . . . 6/03/14 Valuation . . . . 152900 Expiration Date . . 11/30/14 Qty Unit Charge Per Extension BASE FEE 1020.25 53.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 296.80 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . NEW SFR Permit Fee . . . . 163.65 Plan Check Fee .00 Issue Date . . . . 6/03/14 Valuation . . . . 0 Expiration Date . . 11/30/14 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 4.00 7.2500 EA ME-VENT FAN (SIN GLE'DUCT) 29.00 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 4.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 59.20 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . NEW SFR Permit Fee . . 163.00 Plan Check Fee .00 Issue Date . . . . 6/03/14 Valuation . . . . 0 Expiration Date 11/30/14 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 1.00 7.0000 EA PL-WATER LINE 7.00 Separate Permits are required 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 r 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 . . . . . 14-00000603 Date 6/03/14 Application pin number . . . 486105 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 City of Port Angeles 1.007.0000 EA PL-WATER HEATER 7.00 ---------------------------------------------------------------------------- Location Code 0502 Special Notes and Comments May 28, 2014 11:16:07 AM tamiot. THE ELECTRICAL SERVICE SHALL COME FROM THE EXISTING SERVICE PEDESTAL JUST WEST OF THE TRANSFORMER AT THE NW CORNER OF THE PROPERTY. Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. June 2, 2014 1:08:36 PM sroberds. The proposal is to construct a new sfr on a split zoned property (RS-7/RS9) . Setbacks are shown that allow development to RS-9 standards, which are the most restrictive. Lot cov is 16% and site cov is 21t. 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 Remove and replace existing driveway opening to full height. Construct new 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 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. S. 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. 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 ti 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 . . . . . 14-00000603 Date 6/03/14 Application pin number . . . 486105 ---------------------------------------------------------------------------- REPORT SALES TAX Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 222.00 our state excise tax form SEWER SYSTEM DELV CHARGE 2260.00 On y STATE SURCHARGE 4.50 to the City of Port Angeles PW WATER SYSTEM USE FEE 2260.00 - (Location Code 0502) Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1643.70 1643.70 .00 .00 Plan Check Total 856.08 856.08 .00 .00 Other Fee Total 4746.50 4746.50 .00 .00 Grand Total 7246.28 7246.28 .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 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 LANUFACTURED HOMES: otin /Slab ockin &HoldDowns irting 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 PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000603 Date 6/03/14 Application pin number . . . 486105 Property Address . . . . . 1122 HIGHLAND AVE ASSESSOR PARCEL NUMBER: 06-30-14-5-6-9200-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 152900 (Location Code 0502) ---------------------------------------------------------------------------- Application desc New SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RALSTON, M JOHN/GAIL C ANDERSON HOMES & DEV INC P. O. BOX 1405 1400 W. WASHINGTON ST. PORT ANGELES WA 98362 STE. 104-178 ( 36) 452-8415 SEQUIM WA 98382 (425) 770-1477 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . . NEW DRIVEWAY Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 6/03/14 Valuation . . . . 0 Expiration Date . . 11/30/14 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 . . . . 6/03/14 Valuation . . . . 154408 Expiration Date 11/30/14 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 ---------------------------------------------------------------------------- Permit . . . . . . RIGHT OF WAY Additional desc REPLACE EXISTING FULL HEIGHT Permit Fee 180.00 Plan Check Fee .00 Issue Date . . . . 6/03/14 Valuation . . . . 154408 Expiration Date . . 11/30/14 Qty Unit Charge Per Extension 1.00 180.0000 ECH PW CURB/GUTTER REMOVE/REPLACE 180.00 ---------------------------------------------------------------------------- Special Notes and Comments May 28, 2014 11:16:07 AM tamiot. THE ELECTRICAL SERVICE SHALL COME FROM THE EXISTING SERVICE PEDESTAL JUST WEST OF THE TRANSFORMER AT THE NW CORNER OF THE PROPERTY. Address numbers shall be plainly visible from the street. 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 Contra or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD S: 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 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 X47- BUILDING 4815 T:Forms/Building Division/Public Works Permit Op PORT q1,0 CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00000603 Date 6/03/14 Application pin number . . . 486105 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments Address numbers shall be a minimum of six inches high and be on your state excise tax form of contrasting color from the background. to the City of Port Angeles June 2, 2014 1:08:36 PM sroberds. The proposal is to construct a new sfr on a split zoned (Location Code 0502) property (RS-7/RS9) . Setbacks are shown that allow development to RS-9 standards, which are the most restrictive. Lot cov is 16% and site cov is 21$. 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 Remove and replace existing driveway opening to full height. Construct new 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 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. ---------------------------------------------------------------------------- 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 780.00 780.00 .00 .00 Plan Check Total .00 .00 .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. ITIS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/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. 4174750 PLANNING DEPT. BUILDING 417- BUILDING 4815 T:Forms/Building Division/Public Works Permit Op 111RT�gt,0 CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES �—' 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00000603 Date 6/03/14 Application pin number . . . 486105 Other Fee Total 4746.50 4746.50 .00 .00 REPORT SALES TAX Grand Total 5526.50 5526.50 .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 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 4174807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING t17- BUILDING 4815 T:Forms/Building Division/Public Works Permit THE. C~I I YC3F For City Use VX � W A S H 1 N G T Cl N, U . S. Permit# �Z�� Date Received: !` 321 East S' Street ` Port Angeles, WA 98362 Date Approved i P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: 1122 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 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 7Jzip 98382 Contractor License# Expiration: CANEAH943DG March 17, 2016 Project Valu • Zoning: Tax P,.r cel# Lot# $ 1 , 00 Qfg{4ido 06-30-14-56-9200 3 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 El Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes [3No ® 16' 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 ca:it.el 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 5-23-14 Christopher Anderson ��' ; Residential Structures • For Office Use Area Description(SQ FT) Existing Proposed $$value Basement 0 0 First Floor 0 1508 lde!00 Second Floor 0 0 Covered Deck/Porch/Entry 0 480 �;'j a Deck 0 0 Garage 0 632 �IGG Carport 0 0 Other(describe) 0 0 Area Totals 0 2,620 r Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposes $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverage 2,620 16,488 16 SQ FT Site covera a(all impervious+ %Site Coverage structures 2,87.5 16,488 21 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) # 4 Boiler/Compressor Size: # 0 Heating/tooling appliance # 0 repair/alteration Evaporative Cooler(attached,not # 0 Pellet Stove/Wood-burning/Gas # 0 portable) Fireplace/Gas Stove Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 4 Furnace/Heat Pump/ Size: # 1 Ventilation System # Forced Air Unit Ductless Mini 1 0 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # g Fuel gas piping #of Outlets: 0 Water Heater # 1 Medical gas piping #of Outlets: 0 Water Line # 1 Vent piping # 4 Sewer Line # 1 Industrial waste pretreatment # 0 interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX Roger Vess From: Craig Fulton Sent: Wednesday, August 13, 2014 12:41 PM To: Mike Puntenney; Roger Vess Subject: Anderson Homes I talked with Chris Anderson. He agreed that if we sign off on the work,that he will,within 30 days,either raise the height of the curb to full height, or install a 6' apron. He will tie this into his other concrete work he has going on. Let me know if any other issues arise that I need to address with him Thanks much R/Craig l 1 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Lot 3 k1122,Nt hlanci Av�rtue e a C,AhBerson f=lames �: Port Angeles, WA 98362 . � � �� Cfyr�stopfler An6derson A' ,,. John M.and 1 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-Factora Fenestration U-Factor° n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49i 0.026 Wood Frame Wall9X1 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°,k 10/15/21 int+TB 0.042 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: 01.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. ❑1 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 ❑ 1 b Efficient Building Envelope 1 b 1.0 ❑ 1 c 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 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 I http://www.energy.wsu.edu/Documents/2012%2ORes%2OEnergv.pd Table R402.1.1 Footnotes For SI: 1 foot.=304.8 mm,ci .=continuous insulation, int.= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "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 co,.tinuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation,second is continuous insulation or insulated siding,so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. 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 1.1-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts s:a:ified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make se'ections 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 cad the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact information tot8: 1122Hlghlandkknue �' L Anderson b n s ' ..._ Port""'Arigetes,WA 983627:, : Ghrlstoph ,rs+ NO ' 3G0 5ff R Jo",and taail.T Ralston . , .. .....: ., r,,.. Heatinq System Type: Oast other systems CHeat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 42 Port Angeles AT=Indoor(70 degrees)_Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) S'a);' 12,064 Glazing and Doors Ll-Factor X Area = UA Instructions 0.30 196, 57.06 Skyliahts U-Factor X Area = UA Instructions 0.50 F7—T771 — Insulation Attic LI-Factor X Area = UA R-49 . �- 0.026 39.21 Single Rafter or Joist Vaulted Ceilings Ll-Factor X Area UA Instructions .,",.;."' r No Vaulted Ceilings in this project. Above Grade Walls(See Figure 1) LI-Factor X Area UA Instructions a R-21 Intermediate v 0.056 ;' s 74.82 Floors LI-Factor X Area UA Instructions 0.029 43.73 R so . .:` tRSt)8 Below Grade Walls(seeFigure 1) LI-Factor X Area UA ......... Instructions , i No Below Grade Walls n this project. -- Slab Below Grade(see Figure a F-Factor X Length LUA Instructions No Slab Below Grade in this project Slab on Grade(see Figure v F-Factor XLe� UA Instructions Grade Slab on Grade in this project. "-- Location of Ducts Instructions _.....__ .__ Duct Leakage Coefficient Unconditioned Space 1.10 Sum of Ur 214.82 Envelope Heat Load 9,022 Btu/Hour Figure 1. SumofLAXOT Air Leakage Heat Load 5,472 Btu/Hour Volume X 0.6 X AT X.018 Above Grade Building Design Heat Load 14,495 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 15,944 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 22,322 Btu/Hour Building and Dud Heal Loss X 1.40 for Forced Air Fumace Building and Dud Heat Loss X 1.25 for Heat Pump (07101113) Glazing Schedule Project Information Contact Information Lot 3-1122 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.) Vertical Glazing(Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet inch Feet inch Area UA .._ _ Master Bedroom' . � .. . 0.30 -. 5 ,,4Aa 6 22.5 6.75 ,, � �., :•Beiriio`ivi,#1 '. €30.: 1 , - ..'° ° 20.0 6.00 �_.. . ktl8sttBa#1 ,.,tF; 4" 1•', 4 6 3 4 13.5 4.05 :m flQtn' .t, `� OW 2!F, - t 511,10 ...o ...,,,; 63.0 24.00 rrirl ,Roort30:30 1' 5.„ 6 34.2 10.25 Ju aura#, Raorri�`,,,.. 20.0 6.00 t 4 2 .; a 0.0 0.00 T� 0.0 0.00 77 Ir 0.0 0.00 'u xRE ` 0.0 0.00 r�.. �+•'..; .bf,�... ,. � .�n ��-::,r s s"*,ox`�+`-,>. '� .��',:..' 0.0 0.00 M „ ,.a 0.0 0.00 vn s;v Mi 0.0 0.00 . � . A J, 0.0 0.00 m 0.0 0.00 L-t ;. 0.0 0.00 0.0 0.00 , ;' 0.0 0.00 g >a P ;��. 0.0 0.00 :•• K' 0.0 0.00 WIN 0.0 0.001 -. .... , = r 0.0 0.00 a-„"�� '.'„ .fes... - uwa A 0.0 0.00 w \ :,.. 0.0 0.00 �'' r .. :� .,��., .', „ rvs s.,' , . , z ;..�, ��.:: 0.0 0.00 4 �:�O �� ,�-, � ._ 0.0 0.00 > O y�� ,; 0.0 0.00 . 0.0 0.00 77 0.0 0.00 F,a f sem; 0.0 0.00 77 %W '� �� 77 st 0.01 0.00 0.0 0.00 UP 0.0 0.00 ` 0.0 0.00 m er a - y 0.0 0.00 a r ; y . 00 0.00 .,. �.. �. .... :, 0.0 0.00 e' 7 A „ 0.0 0.00 . . ...�, 0.0 0.00 Av �\ s 0.0 0.00 0.0 0.00 /' C � .' .. 71@.'" L x 0-01 0.00 Sum of Area and UA 1 190.21 57.05 Area Weighted U=UA/Area 0.30 MITSUBISHI _.. AFIL ELECTRIC Mr.SLIM1.51. Split-ductless A/C and Heat Pumps Job Name; 1131 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 WConstruction 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 •Includes Standard,Platinum Deodorizing,and Anti-allergy Enzyme uuif 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 i quickly brings the room to the optimum comfort level •Integrated i-see Sensor automatically adjusts the unit's operation according to temperature differences detected between the floor and the intake air,ensuring optimum comfort and energy usage •Wireless remote controller wireless Remote •Base heater is available as an option controller --- •Limited warranty:five years on parts and defects and seven years on compressors - Outdoor Unit:MUZ-FE12NA OPTIONAL ACCESSORIES Indoor Unit Outdoor Unit •Base Heater(MAC-64OBH-U) MCA ............ ............... .......... ..... .A •Drain Socket(MAC-851 DS) Fan Motorotor .... ................ ................ 0.76 F.L.A. 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) K.at;ng(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-Powwerful)...... .22-33-43-44 dB(A) •Replacement Anti-allergy Enzyme Filter(MAC-418FT;MERV 8) Cooling* DIMENSIONS I UNIT INCHES/MM Rated Capacity.. .... .. .. .. ... ....... . . ..... . .12,000 Btu/h W 131-7/197 799 Minimum Capacity ... ................ ....... ...2,800 Btu/h D 10-1/8/257 SEER. .... .. .. .... ......... ........ ..... . .23.0 Btu/h/W H 11-5/8/295 Total Input.. .. .. ... . .... ... ......... . . .... . ..... . .930 W Heating at 47°F* Weight ............ ... ... ..... ....... ..... .27 lbs. / 12 kg Rated Capacity...... ...................... ...13,600 Btu/h External Finish ...... .... .. .... .....Munsell No. 1.OY 9.2 /0.2 Minimum Capacity 3,000 Btu/h Field Drainpipe Size O.D.. ..... ...... ........ 5/8" / 15.88 mm HSPF ..... ........ ............ .......... ...10.6 Btu/h/W Remote Controller ...... .... ... .... ........ .... ..Wireless Total Input....... ........ ........... ...... ....... .950 W Heating at 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:95T Cooling ..... ....... .... ..... ..................48 dB(A) (35^C)DB,75-F(24^C)Ws. Heating ..... ........... ..... ..................49 dB(A) (Heating at 471F)-Indoor.70°F(21°C)DB,WF(16°C)WB;Outdoor:47T(BIC)DB,43•F(6°C)WB. (Heating at 170F)-Indoor.70°F(21°C)DB,60QF(16°C)WB;Oufclocr.17°F(-80C)DB,15°F(-90C)WB. Heating at 6*F DIMENSIONS INCHES/MM Maximum Capacity...... ............... .... ...12,507 Btu/h W 31-1/2/800 D 11-1/4/286 Electrical Requirements H 121-5/8/549 Power Supply.... ...... ..........208/230V, 1-Phase,60 Hz Breaker Size............... ..... ..... . .... .... ......15A Weight ...:........... ............... ......80 lbs. /36 kg External Finish ... ......... .........Munsell No. 3.OY 7.8 / 1.1 Voltage RefrrgerantType.... ....... ............ ... ... .. .. . . R41 OA g Refi g(-.rant 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 In 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(460C)DB Minimum 67°F(19*C)DB,57°F(14°C)WB 14°F(-10°C)DB Maximum 80T(271C)DB,67°F(19°C)WB 75T(24°C)DS, 65°F(18°C)WB er^ ating Minimum 70°F(21°C)DS,60°F(16°C)WB -13T(-25-C)DB,-15°F(-26°C)WB•• "System cuts out at-18°F(-28°C)to avoid thermistor error,but recovers from cutout z. operation and automatically restarts at-13°F(-251C). 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 n o M "8-7/88-7/8Installation late 2 Ta"cpo 0 ob 0 CO 7 Inunit door 2-1/ 13-9/16 13 2-11 1 0 Air in Wall hole o2-9/16 N n v 10-1/ 1/4 Installation plate 8 2-3/16 27-1/16 2-3/16 -� Pi``n 1-11 1 0 2-5/16, 3/4 co C� N `1 Drain hose 1-11 1 10, Insulation 01-3/8 O.D 3-3/8 a Liquid line 01/4 19-11/16(Flared connection 01/4) Air Out 3-13/16 EL Gas line 03/8 16-15/16(Flared connection o3/8) Drain hose Insulation 01-1/8 O.D Connected art 05/8 O.D MUZ-FE12NA Unit: inch v 15-3/4 Drain hole 01-5/8 REQUIRED SPACE r? �Air in Basically open 4 inch or more and on both sides of the unit. without any obstruction in front g M r Air in b m � C moth \ N � Rip 4r�or 1-9/16 Ore v Air ou;2- 7/8 3/8 x 13/16 Oval hole 4 1 moCe or handle 29/32 11-1/4 Open two sides of left, right,or rear side. N N M \ N � n Liquid pipe :1/4(flared) M 11-29132 Gas pipe :3/8(flared) -5-15/161- 19-11/16 31-1/2 2-23/32 6-23132 MITSUBISHI Im HVAC Advanced Products Division 3400 Lawrenceville Suwanee Rd n(tk Suwanee,GA 30024 Tele:678-376-2900•Fax:800-889-9904 Toll Free:800-4334822(#3) www.mehvac.com C SD-MSZ-FE12NA/MUZ-FE12NA-200908 ©MITSUBISHI ELECTRIC/HVAC 2009 Specifications are subject to change without notice. IL, SOUND STRUCTURAL SOLUTIONS S88 E N G I N E E R S C.Anderson Homes & Development Chris Anderson 495 W Spruce St, Ste 3 w Client Sequim, WA 98382 ti�C.yG� 360-504-1198 phone 360-504-1199 fax SSS# s1405012 �" 427 1 « ot Project Plan CA-1508 St�NAl. �"� Identification 1 Story SFR 14 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 s1405012 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 Spectral Accelerations, IMSA Short Period Acceleration SS 1.573 1-Second Accelleration Sl 0.631 Long-Period Transition Period TL 6 sec. Spectral response coefficient SDS 1.05 Spectral response coefficient SDI 0.63 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 0.161 0.161 Design Base Shear 10406 10406 lbs Overstrength Factor no 2.5 s1405012 140520 SSSlateral 131009 Section 1 DC MUSGS Design Daps Summary Report User-Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 48.110110N, 123.41989°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 5mi 5000m :RESMqA TE BAY Port Angeles IN Port.P roisles Y A y ,� t �A rY�AM \\i 7 7- USGS-Provided Output SS = 1.573 g SMS = 1.573 g SDS = 1.049 g Sl = 0.631 g SMl = 0.947 g SDl = 0.631 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. MCER Response Spectrum Design Response Spectrum 1.75 1.50 1.10 1.43 0.99 - 1.29 1.12 0.77 Cr 0.95 E7� 0.65 0.30 N 0.64 F\\� 0.44- 0.42-- 0.33-- 0.32-- 0.22 0.15 0.11 0.000.00 0.00 0.20 0.30 0.60 0.80 1.00 1.20 1.30 1.50L90 2.00 0.00 0.20 0.30 0.60 0.90 1.00 1.20 1.30 1.60 1.90 2.00 Period,T(sec) Period, T(sec) For PGAM,TL, CRs, and CR1 values, please view the detailed repo . 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 46 ft Transverse Direction Longitudinal Direction B Dimension 46 ft B Dimension 54 ft L Dimension 54 ft L Dimension 46 ft End Zone, 2a 6 ft End Zone, 2a 6 ft Wall Areas Transverse Direction (WW) Longitudinal Direction (WW) Roof Pitch 5 :12 Roof Pitch 5 :12 LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft) (Horiz Proj) (sq ft (Horiz Proj) 1 388 sq ft 74 sq ft 1 372 sq ft 366 sq ft Transverse Direction (LW) Longitudinal Direction (LW) Roof Pitch 5 :12 Roof Pitch 5 :12 LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft) (Horiz Proj) (sq ft (Horiz Proj) 1 388 sq ft 74 sq ft 1 1 372 sq ft 366 sq ft Wind Variables Basic Wind Speed,V 130 mph Topographic Factor,Kzt 1.00 Directionality Factor,Kd 0.85 Velocity?'res.Exp.Coeff.Kz 0.85 Velocity Pressure.a„ 31.26 psf Main Wind Force Resisting System - Diaphragm Design Loads 2010 Envelope Procedure Direction Transverse Longitudinal sum 12209 11625 Load Case 1 17 1 12209 11625 s1405012 140520_SSSlateral 131009 Section 1 WF(2) Seismic Loads Effective seismic wei ht at Storyx roof area(ft) floor area(ft) story height(ft) trans-wall(ft) long-wall(ft) misc load trans-w, long-w, Diaphragm 1 2593 0....—f 7.76 165 165 (lbs) 38895 0 12804 12804 45297 45297 Mapped Spectral Accelerations Ss 1.573 Fa 1.000 SDs 1.05 St 0.631 Fv 1.500 Sot 0.63 Seismic Design Category D Seismic Use Group II Seismic Importance Factor IE 1.00 Site Classification D Response Modification Coefficient Diaphragm Trans Cs Lonq 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= 0.161 0.161 lbs EQ 12.8-2 (Maximum) Cs= 0.953 0.953 lbs EQ 12.8-3/8.4 (Minimum) Cs= 0.046 0.046 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= 10406 lbs 10406 lbs s1405012 140520_SSSlateral 131009 Section 1 EF Vertical Distribution,Forces at each level 12.8.3 k= 1.00 Transverse Longitudinal Diaphragm hX wX w.hxk C. wX wXhXk C. 1 8.76 45297 396801.72 _ 1.000 45297 396801.72 1.000 396801.72 396801.72 Diaphragm Transverse I Longitudinal 1 1 10406 1 10406 Ilbs s1405012 140520 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 (0.6-0.14SDS)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 12.3.4.E Transverse Lon itudinal Transverse Longitudinal Diaphragm Force(lbs) Force(lbs) Diaphragm Force(lbs) Force(lbs) 1 7326 6975 1 9470 9470 Principle of Mechanics-cont. Where, v= shear per linear foot of shearwall P w= width of shearwall D h= height of shearwall D= resisting dead load centered over shearwall d x 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 VT.-1 Force from the SW's above that transfers to the SW's,lbs VT), Total force in the SW's(VDX+VTx+,),lbs L Total length of SW's(7-w), feet(ft) V Linear force in the SW s(VTx/L),pounds per foot(plf) � VF Greater of v induced by wind or earthquake,plf Max Tx Maximum uplift force of the SW's,lbs Free Body Diagram of a ShearWall 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 df. Tributary distance of floor(used to calculate P)adjacent to the width of the SW,ft Twx+, Wind uplift force of the SW above that transfers to the SW,lbs Twx Wind uplift force of the SW,lbs Tex I Earthquake uplift force of the SW above that transfers to the SW,lbs Tex Earthquake uplift force of the SW,lbs s1405012 140520 SSSlateral 131009 Section 1 DL Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 1 1 Trans VS w In dr dra df df. TwX+, TwX Te.., TeX WIND E-QUAKE 225 4.06 7.76 20 2 818 1345 VTX+, 225 7.24 7.76 20 18 -118 639 VD, 3663 4735 225 5.70 7.76 18 18 110 811 VT), 3663 4735 225 4.00 7.76 20 6.3 673 1236 v 174 225 Max Tx 818 1345 L VF VS 21.00 225 225 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 df. Twx+, TwX Te.,, TeX WIND E-QUAKE 394 3.63 7.76 2.3 2.3 2004 2700 VTX+i 408 3.50 7.76 2.3 2.3 2008 2703 VOX 3663 4735 560 2.88 8.76 2.3 2.3 2295 3072 VTX 3663 4735 560 2.88 8.76 2.312.31 2295 3072 v 284 368 Max Tx 2295 3072 L VF VS 12.88 368 560 s1405012 140520_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 df,, Twx+1 TwX Tex+1 TeX WIND E-QUAKE 113 42.00 7.76 2 -711 -149 VTx+1 VDx 3488 4735 VTx 3488 4735 v 83 113 Max Tx L VF VS 42.00 113 113 Wall Line Story(x) Direction Sheathing SW Dimensions Trib.AL;ry Dead Loads Wind Uplift Earthquake Uplift Shear B 1 Long vs w h dr dra df df. Twx+1 Twx Tex,, Tex WIND E-QUAKE 147 32.21 7.76 2 -199 356 VTX+1 VD, 3488 4735 VT, 3488 4735 v 108 147 Max Tx 356 L VF VS 32.21 147 147 s1405012 140520_SSSlateral 131009 Section 1 SS Shear Transfer Connections Fasteners and Spacing y n of cn W cn (n .n (n Ln (n En in ' N M N 00 M V- Ln 0000 O� Ln 1-4 M C C. .� l0 M , 1 V- N %0 M .MI ,^ ~ M - Lq 2x Plates 3x Plates 3 u t0 u = N u Ln `J \ X X X X H Z C p �Ln � Q Q Q Q , N u u u u f6 y G N fl N c f0 4i f0 M N f0 N `�° a C 0) E a E a o co n3 v a - a Wto ii ~ N � a coa Na 00a 4 Ln 14 Ln A 150 11 9 55 27 12 38 16 101 75 110 207 8 40 20 8 28 12 59 54 79 B 265 6 �, � ; 31 15 6 21 9 42 42 62 332 5 25 12 5 17 7 31 34 49 350 4 \' 23 11 5 16 7 29 32 47 C 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 1117 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 1 3 1 4 2 7 11 17 Shearwall Capacities from ANSI/AF&PA SDPWS-2008 Table 4.3A 2 MINIMUM m m 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 6 350 7/16" 8d @ 4"oc 380 350 4 450 7/16" 8d @ 3"oc 490 450 3 2 585 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... s1405012 140520 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 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 600pif 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 NUS] s1405012 140520 SSSlateral 131009 Section 1 ST Florizontal 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 3,663 4,735 E R All other 158.1 1 23.2 29.9 2 1 3,663 4,735 E R All other 158.1 23.2 29.9 A 1 3,488 4,735 E R All other 158.1 22.1 29.9 B 1 3,488 4,735 E R All other 158.1 22.1 29.9 s1405012 140520 SSSlateral 131009 Section 1 HD Shear Wall Summar�r a Bio Bio J Width SW VF Stressed vs Stressed Uplift W Uplift E Holdown Notes only SWs at 1 1 21.00 B 6 225 85% 225 94% 1346 HDU2 corners require holdowns install TLOK06 along entire top plate,max v is 113 plf-use shearwall A for top connection 2 1 12.88 C 2 368 82% 560 961% 2295 3072 HDU2 A 1 42.00 A 6 113 75% 113 47% B 1 32.21 A 6 147 98% 147 61 s1405012 140520 SSSlateral 131009 Section 1 SW WOOtI Bea111 File=\lServeAsssWobs1s141S14050-1.AND1W01405-11S14050-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.1.26,Ver.6.14.1.26 f.li.. • ® 0 O Description 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 2400 psi E:Modulus ofE/asticity Load Combination ASCE 7-10 Fb-Compr 1850 psi Ebend-xx 1800 ksi Fc-Prll 1650 psi Eminbend-xx 930 ksi Wood Species : DF/DF Fc-Perp 650 psi Ebend-yy 1600 ksi Wood Grade :24F-V4 Fv 265 psi Eminbend-yy 830 ksi Ft 1100 psi Density 32.21 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling _..............._.._..._............_._..._............_......................_........................._............................ _..........................................._.................... ._....__...._....._.._...._._......__.......__............._........__.....__........._........ __......_....._ D 0.305 S 0.509 i mko 5.125x7.5 i I Span=8.0ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.3050, S=0.5090, Tributary Width=1.0 fl _DESIGN SUMMARY 'Maximum Bending Stress Ratio ___ 0.588 1� Maximum Shear Stress Ratio = 0.417 : 1 Section used for this span 5.125x7.5 Section used for this span 5.125x7.5 fb:Actual = 1,626.41 psi fv:Actual 127.06 psi FB:Allowable 2,760.00 psi Fv:Allowable 304.75 psi Load Combination +D+S+H Load Combination +D+S+H 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 0.145 in Ratio= 659 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.233 in Ratio= 412 Max Upward Total Deflection 0.000 in Ratio= 0<240 i 4 ................................................................................................... ........_...._. _ ..... ... ................. .. _ ..........__....._.__...._.._.__......._..............._........._.__...........___...__...—_.._...._........._..._....................... ._..._._......................__._..................._ Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span D+S 1 0.2327 4.029 0.0000 0.000 Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.256 3.256 Overall MINimum 1.220 1.220 D Only 1.220 1.220 S Only 2.036 2.036 D+S 3.256 3.256 Section 2 Wood Beam File=\\Serve6sssUobs\s141814050-1.AND\W01405-1\S14050-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.1.26,Ver.6.14.1.26 full— Description .ll—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 32.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling _.._ D(0,3 S 0.6 1 i i ! e I 6X8 i 1 ( Span=5.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.360, S=0.60, Tributary Width=1.0 fi DESIGN SUMMARY (Maximum Bending Stress Ratio = 0.694: 1 Maximum Shear Stre::,s Ratio = 0.446 : 1 Section used for this span 6x8 Section used for this span 6x8 fb:Actual = 698.18 psi fv:Actual = 87.27 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 0.000 span = p p ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.034 in Ratio= 1777 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.054 in Ratio= 1110 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 0.0540 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 2.400 2.400 Overall MINimum 0.900 0.900 D Only 0.900 0.900 S Only 1.500 1.500 D+S 2.400 2.400 Section 2 Wood Beam File=llServersssUobsls141814050-1,ANDIW01405-11514050-1.EC6 ENERCALC,INC.1983-2014,Build:6.14.1.26,Vec6.14.1;26 Description: 1-6 CODE REFERENCES Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.0 ksi Fc-Prll 1,350.0 psi Eminbend-xx 580.0 ksi Wood Species : Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling 1)(0.035)S(0,059) 4x12 i Span=16.250 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D=0.0350, S=0.0590, Tributary Width=1.0 fl _DESIGN SUMMARY Maximum Bending Stress Ratio = _ 0.4431 Maximum Shear Stress Ratio = 0.141 : 1 Section used for this span 4x12 Section used for this span 4x12 fib:Actual 504.32 psi fv:Actual = 29.10 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 0.140 in Ratio= 1391 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.223 in Ratio= 873 Max Upward Total Deflection 0.000 in Ratio= J<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 0.2232 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 0.764 0.764 Overall MINimum 0.284 0.284 D Only 0.284 0.284 S Only 0.479 0.479 D+S 0.764 0.764 Section 2 Wa Un 4 � 1 •3.87' Pole �--- — 8.00'S.B. -------- I P-� w a a 5.0 S.B. I 4 I / 10.00 P.L. \ to Ate/ V V V 25 00'S.B. CTD LOT 16,488 8q. Ft. I M N "i ~~ I 8.00'S.B. _ — _' o- 138-411 p.L. Oe MW Spuce9t,Ste 3 Storm Drainage Eaesment & S�a�W"982 3604041196 Ingress/Egress Easement e 10' Electrical Easement a 10' 36' 0 CV W T I1 20' d� C> U I o I I 3 °L CO I I o of ao O, CV W Z L LO r ` 74 T Co 0 I I 0— 16 l I Cc ( o ° Z .° N c U ° E r� I, '-11 2" �� /O ` I o I N N : Z p co 10'-0 1/2" 5 1/ ,�✓ -x `� I H (raj Ce) �_' D .. VV v" Cd I - o g' E x 21-10 5'-0 1/4" I I Co N Z Cn E E L o T = C a� as als ox"Z8 X 1109 cU I C I �° N v3 a ° `,' a Com (0 o aD -° ° E o �— W4M , Q war3o M I o I O E �w o -C o o E° cn O A 2: U' / m 0 3 _ �' W o 1 -4 � a n ° 2 ° E o °(D i C. C 1v -- x � � E �6 7'-61/2" � � L- - - - - - `"-' cisN Co Y I`� 'g" y r T CV M d' L6 c6 r--: clS c; O 0 — 7l M CD HI1A o CD aCOi i ` ClS N N ° E T� / 812 Dishwasher 2/6 LH N m = 12' = U ^ -1b10'-7 3/4" tweeao i g o O O c— - •�--1 z 4'-0 3/8" _ _ Co a � I x ' ' W W tm C? N �- U Cr I I O T m Q M - $ W ,` Cn ,ti C? C7 a °U U CV � r Q lC = 4'-7" 2'-6" v LL wW a 3/0L LLL a i N O At I �. W Co � 4, 8' x oc Ca o o � O X C Ca O O U ca — 15'-10" s _ o m CF) NdHI 9cv � 0 2 P-11 Co NI `---I QM ® o P 20' 4" � o c oI z = M 4'-1,. L - c a' rn o m Co o ea c o 0 0 X T C E o Ea Cn — �' ws Co J r o U v Co 2/6 LH - A Cd 0 2/6 LH o ® N t co su c'M ® LL M N ¢ CV O D N N CL 3/0 BF —seaoz, —I ' z U a> . 3 _ W It CU _� R ® ® t7S O 3 � r Lam^nate ° 0 0 Y I•1 X ) c Hia 3 wo o c .� ' m o o a T 1 N U E S. � o X o TF1 '; F v , (1) = - o mo _ am CV "�as U- p 2: � rn R3 C o C N C 00 °O sa -�—T 5 cn- III m M CV ° CITY OF PORT ANGELES—Construction plans C' a �'� �� /+— I _ Co W Q Y U ^ Co I � /�/ II u T ��^oms- Z _ The Issuance of this peneft h*•^,f npoa these plans,specifi- I / �� 216 BF CV cations and other data s!�',not prat^lt file building official g — FVG2SD80 �' LP -HU T T N Q7 4 L6 c6 from thereafter requH.1g the correc':,ia of errors in said en I I puns, specificftas and other data, or from preventing d wo ws a ®o® ®o® c%� building opeAN$ bc;ag carried on therounder when in a` 00 r00 violation of all codes 1',:3 arc5r.^c of this jurisdiction. 11'-6" x 2' 10'-7" 3' 6-1" 5' 3'-10„ �c •c� tL�S AAGroval Date ` BY J•l —CIL 3 ` 9 '�-aFt N Certainteed Perfection Shingle 7" Reveal - (Typ.) 30 Year - Pabco Premier c Arch. Comp ., � n V 5/4x8 Belly Band 5/4x8 Belly Band A Ceiling 5-K Alum. Gutters COD (Typ-) 0 ` U 2x6 Fascia (Typ.) O A F,00o LIJ I'\ U 5/4x4 & 5/4x3 Corner Boards (Typ.) q U Main Floor 11 El I F1 0 1111 5/4x4 Window/Door Trim 1x6 Pine T&G Certainteed Lap Ph Soffit u� 7" Reveal (Typ.) (Front Only) (Porch ) 2x3 Beveled Sill w/5/4x4 Top 5/4x6 Top & Sides 4) v Both Garage Returns Door Trim b0A = It Front Elevation 0 Scale: 1/4" = 1 ' - 0" (Confirm Front Siding Details before delivery and installation) p:, on a� C� 30 Year - Pabco Premier Arch. Comp �bA N M Ceiling 15-K Alum. Gutters O (Typ-) \2x6 Fascia (Typ.) W 5/4x4 & 5/4x3 Main Floor Corner Boards (Typ.) p" iT 1 x6 Pine T&G Certainteed Lap (Porch Soffit) M 7" Reveal (Typ.) M a' o F' Ef Ef Rear Elevation y4 M Scale: 1/4 = 1 ' - 0" Wrl (No Window Wraps) a 30 Year - Pabco Premier Arch. Comp 5/4x8 Belly Band 0 Ceiling � �5-K Alum. Gutters U (Typ.) CO 2x6 Fascia (Typ.) F T � ' CD 5/4x4 & 5/4x3 Main Floor Corner Boards (Typ.) rA + a U A Certainteed Lap O 7" Reveal (Typ.) a •° U ROOF CONSTRUCTION 30-Year Architectural Composition(Pabco Premier) W o Felt Left Elevation 7/16" /0 6"OSB Sheathing A U If 1 Engineered Truss Top Cord-24"O.C. Scale: 1/4 = 1 - 0 R-49 Insulation(Zone Electric/Ductless Mini Split) " Engineered Truss Bottom Cord-24"O.C. (No Window Wraps) 12 5/8"G.W.B.vv/Vapor Barrier Paint 5 1"Min. Clear Vented Air Space Above The Insulation � U Vented Bird Blocks 5K Gutter Ceiling 4" � Fil Window Header-6X8 '- Q (Unless Structural Supersedes) 2x6 Facia Board a Vinyl Window(Plygem) U-Value=.30 Min. � WALL CONSTRUCTION .� Ln Horizontal Lap Siding(Certainteed) c, FLOOR CONSTRUCTION o 1 Layer-60 Min.Siding Paper Carpet, Laminate,Vinyl 7/16"OSB Sheathing C) 7/8 OSB T&G Subfloor 2X6 Studs @ 24"O.C.at Exterior Walls 9 1/2"I-Joists @ 24"O.C. U.N.O. (2X4 Studs ar 24"O.C.at Interior Walls) } R-30 Insulation(Zone Electric/Ductless Mini Split) R-21 Insulation • 1/2"G.W.B.w/Paint Vapor Barrier ^� MASAP(Simpson) ^; 30 Year - Pabco Premier 5 see struct.for cin Floor Level l V w Arch. Comp _ a"PVC Sold —112 Tied to Drywall Finish Grade 00 6" III III=III=III=III=III=III=III=III=III=1 6 Mil Black Vapor Barrier cont.#4 I I-1 11=1 11=1 11=1 11=1 11=111=1 11=1 11=1 I M z =1 I I—III—III=1 I I=1 I I=1 I I=1 I I=1 I=1 I=1 5/4x8 Belly Band 10 — I 1=1I 1=1I I=1I 1=1I 1=1I I=1I 1=1I 1=1I I O 1' Fitter Fatxic 3/4"Drain Rock 4"PVC Pert. c,� Daylighted Down Slope(if Required by Code) _ Section Ceiling 5 K Alum. Gutters0 Scale: 3/8" 1'-0" 0 -- (Typ.) � 2x6 Fascia (Typ.) go 5/4x4 & 5/4x3 £t o Main Floor Corner Boards (Typ.) m N it M 00 0 3 Certainteed Lap 1x6 T&G Soffit 5 7 Reveal (Typ.) ti x� Right Elevation Scale: 1/4" = 11 - 011 i3 (No Window Wraps) 46' 10' 36' 20' n4 t14'-6" 4 p b e 4 ° co •- f --- b a b a ° °° •• O Q b q 77 r — —N b l►T\� J b4 D b° II 4 p D ° ° Q N a r � 4 Fn 4 '^ D 4 p ° p D 4 �J ° °w p 4 I b a p Q p° ° D a p a D b p° e 4 ° co D Y/ (04 b r p Lb ^ ° 4 D O. L C a ° p I r a b ° p D 4 p - S' Cl 4 4cr. °P D a) p4 P° (� 4 ° D 4 W P 4 4 - � c� - ° p • I ° ° a D rtr a L /^ _� 4 b q b 4 D Q D D d Z P ° ° b° I csZ I 4 D ° P ° ° p p a p ° p 3 4 O (D (V L q D p L_ 4 D a Q C? I ° q ° - p g L. L� p p 4, p ° N Q 4 4r 4 D LL14/ - - - - - - - - - - - - , * M ED I p D a p a p p 4m �� ° ° 4 4. I ° •- I p °b p fr'/'4 ° b p ° Z O r^0 / • 1 Q ap p 4 Z, 4 ' o ' I I ° p 4 p 4 ° 4 b 4t, °D p " a 4 p I '• I I I � I � I ', I I D a p D D 4 ° D a a ° P a A El U 4 p D° 4 ° p ° b ° •., I I I I I I I pQ 4 b q p Q p 4 b 4 4 1 4 Q4 I � I I I I I II o I �• r 4 r I I I I I I L - - - - - - -- - - - -,- - - - - b p 4 D I I o I I I I L - - - - - - �� •a p° ° 12'- - - - - - � v ° � I •: I o I I I I I 1J4 a 4 ° p 4 LO pb co a °p 4qD D° dpq-0 4O 4 � to 4 fr O ° O o z °v I 'II m °D 4 ° D 5' 12' I I o . 11 I I N I : I = o a b , to CIS ' D 8Q $ Lp :� I I u I I IT S? - - - - - . : I a) _ CD a�•.--i I Ia Co � I I � i t "' � � 'r O T a) N _ III—III—I 18 N I I I 0 I I I I �* ( ( li m I I I I I I I I 4.. = t� �o III-III-11 LLo m N a� G N O - O I I =U_ I I X I I I I Z o a O I 11=1I I— a �+ I ICIS I I � I I x 11 I I o o v X 6. ►=I1►1111 �o -° m 11= I I � I I I I N I l r I I coo Il a) � � � - ' - - .�..., I I I I I I I I . I •�•+ T o wll N CaM -o a) 0 I : I I I I I I I i .r I > r = U �� c I 11'-0 5/8" 11'-0 5/8" 11'-0 5/8" T-10 1/8" I 3 1 U_ °p� Cl) cn T\ T - O I I I I I I I I v > � N CO m ,.g t 'NIw I I I I I I I I I ` I O q f 0 I I I I I I I I I I `T O 11 CL) QI I I I I I I II 0 C > co I 9 1/2" I-Joist-24" O.C. X 0 M o m I I (11'-0 5/8" Max. Span) I I I I `r° o cel o 0 j00-- - - - - - - - - -L - - - — J ` I M ca�— - - - - - - - -I - - - - - - - - - o m N Z 00 — 3, -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3.— 0 3 16'-5" 13' 42' M 3 10' 36' r - - - - - - - — — — — — — — — — — -T- - - - - - - - -- - - - - - - - - - - - T - - - — — � T I I 20V o a II °� I / I o � � ► / I i r I CC o0 I �� I kA � CD 1s' I � �i I 81 (On � A 10'-0 1/2" I 5'-11 1/2" // D I I Cd O O 5'-0 1/4" 1CZ 100 N - - - - - -�3- i - - - - - - - N `p ca wa ,s w o _ \ M z O I of > O `DI 1'-4" o Q E U I T \ 2'-6" N Cd 7'-6 1/2" L— i DHMT N ' n _ COO Li al oar, Off LH m \ 12' Q) 0 �� - - - - - - —1 -0 a v 10'-7 3/4" w CC I I p Cu _ I C I 4-0 3/8 _ _ a N �-+ 11.0_ Ld is i •• r-+ 'V� NI a M �, I I I a !' I M 0 U I N LO C O 4@-711 21-6of 19 I � o 20 2 T Div (~ M M 28. - - - - - - - - - - - - - - r/V aN —sa�ozI •c T I I ® ® \ T Lamina e n •• I - \ o 0D � l a V co - N 00 LPHH �•, O V' FVG2SDeo ,.OWN B f. N !� 00 M O I D r 11'-6" 2' 10'-7" 3' 69-l" 5' 3'-10" 42' ;P 3 PLAN INET- OCrIO S"EARWALL SCHEDULE ESE MT o"' IL NORE bow ' RM, . H. •J�t� . . , l+ ,, Vit" �. p w i 7" � Imo# : .> � 'oM in. ie . W ' �- g� : A - • aow, 9-104d W- woolowow", "too All .: r. �►ter: . .. fir' '�°�. �' ,'� - Alit: ��_ 1�Tlk i'tA � 't g'E �i:t+l li�C z +� mer d : . � - � iS dl�iL its: �It�t'�:e• d�•��i :�:' �� '�: 'ttitW rMi�t3t3drt rt rf ?�Ilt. T 7E368:W tai S,W �.. . SPACM ; � L i1F WWI mu- AMR, t31 = TmN ,: Ill:�ic Ptll, g: t31 C_ wr t!�.S 1 t�1ri`•nHl'.1�.:tom '4 1 l i� :1 fi r: :C ..A1M C_i P# '+�i vV• i* mb 0 ,• > t� # 1`i .+� ir�W�i` '. 1iilA b tr`kAtt+1Y�IEi! Ii'tt t s.aa�tic e'er , 'wax 5i'O lle. 'e:�d, SO*' SVWMM.�'SO as'-.A 'ii A#OA�f, t � art m 1 � +�"� � fi r, sf�'�j '�' � � ob or y f� tat►. : .,® ,a "x: AM fa-- tl'wv�ilelrs�;'trifi'' t'i�=3itrat' CA . bel M. 140 twooltom"00Y by ov" . . ►.; I; : s n n HOLD+�'�1�N SCHEDULE �,�� } P Wo:as• t,. arm i J b n + 1 .. -' � y - rift lAwn, ..l .. A MN ON ms --- -- -- --- , 13MVIATMIS PAM �► ;Pte' 1 -'r J1tktC _f .T Vic. t>t1`.. 6 u� � ig l0 'fm ROW ftEFFORC Ott a, we n'. t : . Q � =iW*lWw ml '�. : Mft,02C. ,04 Ln MAR- iN B1 glT� •ii 'I �' RC ', rs i ;Q i'?4 r o N li 9E � toHT"MI MOM" _ '�l. � ' ra � ice;, Mae"- E`: `r' c " 1+?t f lit Imo, -: i� �!1►. v N ...-. cin t•: '. ' i1t : mow 9= ow .usekill k M , ,,c f [� to cn " A �ti ?r 't 'it d Yid t1e-,11 rid4'tiE#iC;,:iii�:,�. mo sm flow DIE SIGNIL Aip its iA � m�, �ii�� a� rot U L mind fi .i cn A-0 � �ice& v :8'Wji �Wft ice„ F°$ :i1t1 #''�:t t Vii' dia tt t ;: i� @)00 $ J 16 +1 i 14t i .�. '. t t( .. f i s cl ra s ip. t = -L:':�k-3 :� '` ,s r k t ir. rb7. ; om%bm $69 LDS - �i i'�ef l -pW=zTW 23ft&l "A, '�la-*If_ _ i '- ,. - i r ',± i titl viiait;i> > t 'iic ' ' .... .004.4 +► `'i��? Sriiilr' pra: or i ifc JOB# s1405012 #o:a�p.� ;. 4 per: 5/20/2014 VOWWO Of not DATE -, e idr r ,:u x 'iY REVISION 'r m bet i wMhc c�r9n:p k: SYMBOL LEGEND ------------------- REQUIRED TRIMMERS DIAPHRAGM BOUNDARY Represents boundaries of the FLOOR DIAPHRAGM and ROOF DIAPHRAGM. IQNG HEADER 2x6 WALL 2x4 WALL STUD HEADER PER 6x(SAWN) DIAPHRAGM PROJECTION Represents elements such as roof eaves,facades, and the like. PLAN 5%(GLB) 2x6 NSA 4x(SAWN) 26 2x4 SHEARWALL Represents walls which are shearwalls and shows the extents of that wall. Connections per the SHEARWALL SCHEDULE. REQUIRED ~I f TRIMMERS POST Indicates the location of a post. Sizes are indicated on the plan. Grades are indicated in the GENERAL NOTE: BEAR BEAMS ON THE FULL WIDTH AND BREADTH OF THE MINIMUM STRUCTURAL NOTES, U.N.O. on the plan. Consult detail BHS for posts not indicated on the plans. SUPPORTS PER TABLES ABOVE UNLESS NOTED OTHERWISE ON THE PLANS tU BHS BEAM & HEADER SUPPORTS BEAM or HEADER Represents the location of a beam or header. Sizes are indicated on the plan. Grades are E indicated in the GENERAL STRUCTURAL NOTES, U.N.O. on the plan. Headers(HDR) shall be 6x8 U.N.O. on the plan. O N.T.S. BEAM AND HEADER SUPPORTS 060504 = o Ln L ]DIST,TRUSS,OR RAFTER Repetitive member symbol points in the direction of the span. The type, size and max (0 ROOF DIAPRHAGM spacing between members will be indicated in bold type with a symbol which is representative of the layout of the entire level. ru PER STRUCT NOTES Q n— EDGE NAILS SS�O�� V r� fV SOLIDTIMBERLOK TLOK06 @ ALL ;n 00 � BLOCKINGCYN TRUSSES(NOT JUST ABOVE 00 WALL SHEARWALLS); INSTALL AT lie 22%0 +J-50 THRU TOP PLATE L INTO CTR OF TRUSS WIDTH o ku SHEARWALL w/TRUSS OR RAFTER BEARING #HDU2 #HDU2 X > E J O SWR SHEARWALL ROOF CONNECTIONS An ------- Sw B6 -------------6----------- B6 ------------ NTS ex 8 �I i � o I I V"f N U) (D U) COVERED PORCH Ofi e�lee Great RM Dining I I I CJ) W I I � DIAPHRAGM PER FLOOR RIM/BLKG STRUCT NOTES i i 0 (OR ROOF GABLE) # A35 PER SW SCHEDULE i tI o o i C— U, N EDGE NAILS IF SHEATHING IS NOT LAPPED I N N W blchen N W I �, Ln AS SHOWN -� EDGE NAILS f- ------ -- ---------- U ------ --- -- ------ -� N Ua WALL SHEATHING �� LIQ I oo -je EXTERIOR SHEARWALLS I I SWF SHEARWALL FLOOR & ROOF GABLE CONNECTIONSEntry /T\\ I Master NTS i Bath 1-2 / I MaserBedroorn / I COVERED PORCH WALL , DBL STUD WALL BASE PLATE \ I _ / i - RIRDE TRUSS - -5I-TROS� - 7 --------CONNECTION DIAPHRAGM PER \ \ JI DBL 26 STUD I 3-2x4 STUD WALL PER SW SCHED STRUCT NOTES L_ SW ------1------\-1CWV— i —r I i I i I ANCHORS PER RIM/BLKG ANCHORS PER 3�N #HDU2 #HDU2 4x12 HIR(16) SW SCHED SW SCHED I JOB# s1405012 EDGE NAILS L_ Sw ——_ SW J 2x SILL U.N.O. 2x SILL U.N.O. ———————— ———— — — DATE 5/20/2014 c2 FOUNDATION PER SW SCHED FOUNDATION PER SW SCHED #HDU2 #HDU2 PER PLAN PER PLAN REVISION A B SHEARWALLS TO FOUNDATION SHEARWALLS TO FLOOR TO FOUNDATION SWB SHEARWALL BASE PLATE & FOUNDATION CONNECTIONS 1st FLOOR SHEARWALLS & FRAMING ABOVES2 Dt NTS 1/$rr = 1r-O�t DO NOT SCALE-REFER TO ARCHITECTURAL SHEETS FOR DIMENSIONS