Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1238 W 12th Street
Address: 11238 W 12th Street 16�- � 9' G-, - l . ( --Z �ti )- - PREPARED 10/20/15, 9:53:39 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 10/20/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1238 W 12TH ST SUBDIV: CONTRACTOR ARLAND ELSTROM PHONE (360) 457-0382 OWNER ELSTROM JR ARLAND/CYNTHIA PHONE PARCEL 06-30-00-0-3-6835-0000- APPL NUMBER: 14-00000806 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 8/04/14 JLL BLDG FOUNDATION FOOTING 8/04/14 AP August 4, 2014 9:17:23 AM pbarthol. Arland 808-4814 xxxx++x+x+txxxx+ Late AM +++x+++rx+xxx+++++xxx August 4, 2014 3:55:57 PM jlierly. BL2 01 8/06/14 JLL BLDG FOUNDATION STEM WALL 8/06/14 AP August 6, 2014 8:21:15 AM pbarthol. Arland 808-4814 August 6, 2014 3:40:04 PM jlierly. BFF 01 8/11/14 JLL BLDG FLOOR FRAMING 8/11/14 AP August 11, 2014 8:52:37 AM pbarthol. Arland 808-4814 August 11, 2014 3:50:15 PM jlierly. BL9 01 10/13/14 JLL BLDG SHEARWALL 10/13/14 AP October 13, 2014 12:35:26 PM pbarthol. October 13, 2014 4:02:38 PM pbarthol. BAIR 01 11/14/14 JLL BLDG AIR SEAL 11/14/14 AP November 14, 2014 8:28:05 AM pbarthol. Arland 808-4814 November 14, 2014 4:20:28 PM jlierly. BL3 01 11/14/14 JLL BLDG FRAMING 11/14/14 AP November 14, 2014 8:27:34 AM pbarthol. Arland 808-4814 November 14, 2014 4:20:28 PM jlierly. BLI 01 11/18/14 JLL BLDG INSULATION 11/18/14 AP November 18, 2014 9:58:01 AM pbarthol. Arland 808-4814 November 18, 2014 4:35:43 PM jlierly. PW99 01 10/13/15 RV PUBLIC WORKS FINAL 10/13/15 AP October 13, 2015 11:01:13 AM rvess. October 13, 2015 11:01:37 AM rvess. BL99 01 10/16/15 JLL BLDG FINAL 10/19/15 DA October 16, 2015 9:41:54 AM jlierly. ARLAN 808-4814 October 19, 2015 9:20:44 AM jlierly. GRADE SOIL NEAR SIDWALK, SUPPORT HAND RAIL, ENERGY DATA ON OR NEAR PANEL, INSULATE W/H SUPPLY C/H, SECURE ISLAND COUNTER TOP TO CABNET,JLL BL99 02 10/20/15 BLDG FINAL October 20, 2015 9:56:02 AM jlierly. arlan 808-4814 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 10/16/15, 9:45:09 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 10/16/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1238 W 12TH ST SUBDIV: CONTRACTOR ARLAND ELSTROM PHONE (360) 457-0382 . OWNER ELSTROM JR ARLAND/CYNTHIA PHONE PARCEL 06-30-00-0-3-6835-0000- APPL NUMBER: 14-00000806 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 8/04/14 JLL BLDG FOUNDATION FOOTING 8/04/14 AP August 4, 2014 9:17:23 AM pbarthol. Arland 808-4814 ++++++++++++++++ Late AM +++++++++++++++++++++ August 4, 2014 3:55:57 PM jlierly. BL2 01 8/06/14 JLL BLDG FOUNDATION STEM WALL 8/06/14 AP August 6, 2014 8:21:15 AM pbarthol. Arland 808-4814 August 6, 2014 3:40:04 PM jlierly. BFF O1 8/11/14 JLL BLDG FLOOR FRAMING 8/11/14 AP August 11, 2014 8:52:37 AM pbarthol. Arland 808-4814 August 11, 2014 3:50:15 PM jlierly. BL9 01 10/13/14 JLL BLDG SHEARWALL 10/13/14 AP October 13, 2014 12:35:26 PM pbarthol. C October 13, 2014 4:02:38 PM pbarthol. BAIR 01 11/14/14 JLL BLDG AIR SEAL 11/14/14 AP November 14, 2014 8:28:05 AM pbarthol. .� Arland 808-4814 1�/ November 14, 2014 4:20:28 PM jlierly. BL3 01 11/14/14 JLL BLDG FRAMING 11/14/14 AP November 14, 2014 8:27:34 AM pbarthol. Arland 808-4814 November 14, 2014 4:20:28 PM jlierly. +� BLI O1 11/18/14 JLL BLDG INSULATION 11/18/14 AP November 18, 2014 9:58:01 AM pbarthol. Arland 808-481411 UY- November 18, 2014 4:35:43 PM jlierly. PW99 01 10/13/15 RV PUBLIC WORKS FINAL ^kV v 10/13/15 AP October 13, 2015 11:01:13 AM rvess. _11 ��+♦ V October 13, 2015 11:01:37 AM rvess. BL99 01 10/16/15 L BLDG FINAL October 16, 2015 9:41:54 AM jlierly. �, .O►I ARLAN 808-4814 PERMIT: ME 00 MECHANICAL PERMIT J' REQUESTEDINSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS > ------- ----------------------------------------------------------------------------- �/V ME1 01 11/14/14 JLL MECHANICAL ROUGH-IN 11/14/14 AP November 14, 2014 8:28:22 AM pbarthol. Arland 808-4814 111 --- November 14, 2014 4:20:28 PM jlierly. ME99 01 10/16/15 MECHANICAL FINAL October 16, 2015 9:42:23 AM jlierly. �7~ PERMIT: PL 00 PLID ING IT REQUESTED INSP DESCRIPTION O TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 10/16/15, 9:45:09 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 10/16/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1238 W 12TH ST SUBDIV: CONTRACTOR ARLAND ELSTROM PHONE : (360) 457-0382 OWNER ELSTROM JR ARLAND/CYNTHIA PHONE PARCEL - 06-30-00-0-3-6835-0000- APPL NUMBER: 14-00000806 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 10/30/14 JLL PLUMBING WATER SUPPLY 10/30/14 AP October 30, 2014 8:40:37 AM pbarthol. Arland 808-4814 October 30, 2014 3:48:39 PM jlierly. PL99 01 10/16/15 L PLUMBING FINAL October 16, 2015 9:42:42 AM jlierly. ------------------------ ----------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES ♦��� DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION �► 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000806 Date 7/31/14 Application pin number . . . 033424 Property Address . . . . . . 1238 W 12TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-6835-0000- REPORT SALES TAX Application type description RES NEW SFR on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . RESIDENTAL SF 7000 to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation 153302 Application desc 2277 sq ft 2 STORY SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ELSTROM JR ARLAND/CYNTHIA ARLAND ELSTROM 124 NORTH POINT RD 124 N POINT RD \ PORT ANGELES WA 98362 PORT ANGELES WA 98363 / (360) 457-0382 ---------------------------------------------------------------------------- 1 Permit BUILDING.PERMIT -RESIDENTIAL �^ Additional desc . . 2277 SQ FT SFR �J Permit Fee . . . . 1322.65 Plan Check Fee 859.72 Issue Date . . . . 7/31/14 Valuation . . . . 153302 Expiration Date . . 1/27/15 Qty Unit Charge Per Extension BASE FEE 1020.25 54.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 302.40 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 104.45 Plan Check Fee .00 Issue Date . . . . 7/31/14 valuation . . . . 0 ' Expiration Date . . 1/27/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 4.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 29.00 1.00 10.6500 EA ME-HOOD/DUCT-MECH, EXHAUST 10.65 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . 205.00 Plan Check Fee .00 Issue Date . . . 7/31/14 Valuation . . . . 0 Expiration Date . . 1/27/15 Qty Unit Charge Per Extension BASE FEE 50.00 12.00 7.0000 EA PL-PLUMBING TRAP 84.00 1.00 7.0000 EA PL-WATER LINE 7.00 6.00 7.0000 EA PL-DRAIN VENT PIPING 42.00 1.00 15.0000 EA PL-SEWER LINE 15.00 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 Or - .va 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: p 9 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 IN OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION \ 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00000806 Date 7/31/14 _ Application pin number . . . 033424 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form -- - --1.00 -- 7.0000 EA 7.00 - PL-WATER HEATER -------------- - to the City of Port Angeles ------------------- Special Notes and Comments (Location Code 0502) July 16, 2014 12:04:42 PM rbecker. There is a section on the building permit application, that ask if you are installing a fire or lawn sprinkler system. Neither one of these questions were answered. So if you are installing a lawn sprinkler system you will need to install a double check assembly valve backflow. If you are installing a closed fire system, you will need to install a double check valve assembly. If the fire sprinkler system is an open system, you do not to install a backflow. If you have any questions call Ron Becker at 360-417-4886, fax:360-452-4972, or E-mail:rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. July 16, 2014 5:11:01 PM sroberds. Permit will result in new sfr in the RS-7 for total lot cov of 27$ and site cov of 18t. No land use issues anticipated. July 16, 2014 3:40:54 PM bande'rs. Location to connect electrical service is at the southeast corner in alley right of way to dark green pedestal. Electrical load calculations and electrical permits are required. 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 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 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. 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 f � 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 . . . . . 14-00000806 Date 7/31/14 Application pin number 033424 ------------------------------------------ ---------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form Construct driveway and sidewalk required for school walking t0 the (:It of Port Angeles route to City Standards. Concrete with exposed aggregate or y Q other non-standard finishes(including colors or dyes)are not (Location Code 0502) 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 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. --------------------------------------------------------------------=------- 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 1632.10 1632.10 .00 .00 Plan Check Total 859.72 859.72 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7786.32 7786.32 .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 Bidgs.) 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 /Li htin 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 Op pPORT�gt,0 CITY OF PORT ANGELES ol,Lu PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00000806 Date 7/31/14 Application pin number . . . 033424 Property Address . . . . . . 1238 W 12TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-6835-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . . . . on your State excise tax form Property Zoning . . . . . . . RS7IDENTAL RESDNTLSSINGLE FAMILY to the City of Port Angeles Application valuation . . . . 153302 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 2277 sq ft 2 STORY SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ELSTROM JR ARLAND/CYNTHIA ARLAND ELSTROM 124 NORTH POINT RD 124 N POINT RD PORT ANGELES WA 98362 PORT ANGELES WA 98363 (360) 457-0382 ---------------------------------------------------------------------------- Permit . . . . . . CONCRETE CURB & GUTTER Additional desc . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 7/31/14 Valuation . . . . 0 Expiration Date . . 1/27/15 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 7/31/14 Valuation . . . . 0 Expiration Date . . 1/27/15 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 5/8" X 1" WATER METER Permit Fee . . . . 1280.00 Plan Check Fee .00 Issue Date . . . . 7/31/14 Valuation . . . . 153302 Expiration Date . . 1/27/15 Qty Unit Charge Per Extension 1.00 1280.0000 EA PW W/M 1" SERV 5/8" METER 1280.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 7/31/14 Valuation . . . . 153302 Expiration Date 1/27/15 Qty Unit Charge Per Extension 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. -7 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 4174653 FIRE DEPT. PLANNING DEPT. 4174750 PLANNING DEPT. BUILDING 417- BUILDING 4815 T:Forms/Building Division/Public Works Permit °F`°RTq,Q CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00000806 Date 7/31/14 Application pin number 033424 REPORT SALES TAX Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 on your state excise tax fonn ---------------------------------------------------------------------------- to the City of Port Angeles Special Notes and Comments July 16, 2014 12:04:42 PM rbecker. (Location Code 0502) There is a section on the building permit application, that ask if you are installing a fire or lawn sprinkler system. Neither one of these questions were answered. So if you are installing a lawn sprinkler system you will need to install a double check assembly valve backflow. If you are installing a closed fire system, you will need to install a double check valve assembly. If the fire sprinkler system is an open system, you do not to install a backflow. If you have any questions call Ron Becker at 360-417-4886, fax:360-452-4972, or E-mail:rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. July 16, 2014 5:11:01 PM sroberds. Permit will result in new sfr in the RS-7 for total lot cov of 27$ and site cov of 18%. No land use issues anticipated. July 16, 2014 3:40:54 PM banders. Location to connect electrical service is at the southeast corner in alley right of way to dark green pedestal. Electrical load calculations and electrical permits are required. 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 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 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. 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 IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING '47- BUILDING 4815 T:Forms/Building Division/Public Works Permit F pORT AryeN CITY OF PORT ANGELES PUBLIC WORKS &UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 14-00000806 Date 7/31/14 Application pin number . . . 033424 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments Construct driveway and sidewalk required for school walking on your state excise tax form route to City Standards. Concrete with exposed aggregate or to the City of Port Angeles other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An (Location Code 0502) inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. ---------------------------------------------------------------------------- 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 1790.00 1790.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7084.50 7084.50 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work as commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT 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 41.7- BUILDING 4815 T:Forms/Building Division/Public Works Permit THE CITY OF 1 d`T ' :; For City Use Permit# W A S H I N G T O N, U . S. �DaT Received: 321 E 51h Street i Da Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUILDING PERMIT AP LIGN.A' TION Project Address: /o��� / .:s7— Phone: b0 9a Prima Contact: h4,L P vJb Email: PtC.CLSrK0 w% (!!) Name Phone Property Mailing Address Email Owner Z N• D 6Zn r City State Zip Name r Phone iP Contractor Address Email Information city State Zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) 5-7 otv3000c73603� $ 5.3 3C 2 Residential g Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction 'K Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified?.'� Yes ❑ No �' Yes ❑ No W 1 Project Description Is project in a Flood Zone: Yes ❑ No�a Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date -7 -$ -(1 Print Name k KLPPJ b E C.S rU p^ Z"1- Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement First Floor U (00 Second Floor q Covered Deck/Porch/Entry O Deck(over 30"or a" floor) Garage Carport Other(describe) Area Totals 2�—j —7 Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage (sq ft) %Lot Coverage(Total lot coverage_lot size) t 1 ' c Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) a a -c01:15 Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # ' Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # ' Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # re air/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # ' Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # 1 Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17.13.docx Qj"T Mon 07A =1 TWIT tzL 2 in CI o^ i t LAP D f } Sm VAN OR 15 a j i my'sm. } 3 1-0 E t 44 ri Z` 1M f1f1f1 d - V" _ 1 MAE MGM oil NUTS a WY3 iE tLOWSiiiii'f__ s i {}f t ! S 1 tt f ! m �TOinc Concrete 409ft 9 X AL On ow Wi v x - s 3 s `z a,�. rig` 4.', c krs a < " 5 1234 'F �♦ a •lp`c` v eA F �t": a 1228 ,'4 �a ? cam" Fz 4*NF-1 AIR `� r, a x iM NEW MR- 1226 ,tea y < r mss' a44 - r ? q, hn r v*� y k k „' 4 1222 41 Aw ' " # Rom a g E a r', r 1215 5 *° •'.. .+7• n,- t Ply -. 'y gyp#"•&'-1�.. ,Jm; .. .-eK. ... ""t7e :�" A; i'.'L`;...,.«.''�A<2".<: .- .a".4 W++�A:_�S-_ T 70 >> 3t° �a r u,T .�, -LTA3 U(r0 ( n ZF"t S� B ✓s. `^ �N,,Ja tfActl �i)U 'Zp�uo-� tol.o.x�or� `� -01 $ `. ",^ -o W e 01 Iqw . ISED CLGT. g�b,Nv INCA RM. II/0 x 12\ O ill J 8/0 x 14/0 .Q 13'-8" 3' n N D SINK DAU. --- pI�y� - _Q E r KITCHEN a i e E I� 13/0 x 10/0 c REFRICs F====a NOSE T , I BIB 0 CJI• tq J 3_0 �� 2� I e FURN- �� Ems, I N2��2onh-$�4.Sv� 4�.1�� i°5N9 sa 3�h {p e4 " V•JO of vla DR. xS J ^� V �W-J - F ' �u �/54ca t6 P r 33 KX N Ire I6'-8" AS RE 'C>-L -6" u) S1� Bib"TYPE "X°GYP.BD. 1 �,- o WALLS t CEILING GARAGE O I 20/6. x 20/8 4"CONC.SLAB FLOOR r- N e FLOOR LINE ABOvE 5ria"xl8"CsLB. CIN FLR.FRMG.) ' ---------- - ` I W 11 cq I6/mxVOiIOIIDOOR la~iDil 6�. S! I r U s' tai X�- L.•. I w N1� O u6 NALZK.STUD ~'a ' 17V8 O�B:B�Z+sw� I • � SS X325. oI^�il IV V 'w At FL�O tA +.... 1 MASTER � h 0 Dr#1 tG.3. I n fo'-1111 3'-6 r4 x _ I I cNl 1 N ai C-AFI 1 �y O _ 14 + J Ill CsLB" s t LINE FATTIO I I :I� $ � W '' • I'D t P--��_+I ' I I 4----- co 8 --------------- -- ____-________ ® _ _ N -------------- ---------------- lfd'-(o" 61 � � BEDRM. 3 N BEDRM. 2 1�/m X lm/m 9/10 x 12/0 S LtD � I mSc�uaV3 I F L• 'ro�'"` I � I I l I I I _ FL F1©ot.; 1 -00 2�D FL Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 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 C Date -? 5? t 1 All Climate Zones R-Value' 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 Wall9,k.' 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Walic" 10/15/21 int+TB 0.042 Slabd 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. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑ 3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ lb Efficient Building Envelope lb 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 '1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf Table R402.1.1 Footnotes ' For SI: 1 foot .=304.8 mm, ci .= continuous insulation, int.= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. `" + - continuous insulation on the exterior of the wall or R-15 on the continuous 10/15/21. TB means R 10 cont uou , 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 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. i 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 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 12th and F A arland elstrom 360-808-4814 Heating System Type: O All other systems p Heat 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 _1 AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1 1,616 Average Ceiling Height Conditioned Volume Average Ceiling Height(ft) 8.41 13,534 Glazinq and Doors U-Factor X Area = UA 0.30 212 63.60 Skylights U-Factor X Area = UA 0.50 -- Insulation Attic LI-Factor X Area = UA instructions R.49 0.026 F 1,616 42.02 Single Rafter or Joist Vaulted Ceilings _ U-Factor X Area UA instructions Soled lit-value No selection '— Above Grade Walls(sae Figure t) U-Factor X Area UA FR-21 Intermediate 0.056 2,032 113.79 Floors Ll-Factor X Area UA R-30 0.029 F 1,616 46.86 Below Grade Walls(see Figure 1) U-Factor X Area UA j Sel!R-value ] No selection -- Slab Below Grade(see Figure 1) F-Factor XLeh UA j Select conditioning No selection --- Slab on Grade(see Figure i) F-Factor X Lelth J UA Select R-value 1 No selection — 1 1 Location of Ducts Duct Leakage Coefficient Unconditioned Space 1.10 Sum of UA 266.27 Envelope Heat Load 11,183 Btu/Hour Figure 1. Sumof UAXAT Air Leakage Heat Load 6,139 Btu/Hour VolumeX 0.6Xt1TX.018 abwewade Building Design Heat Load 17,322 Btu/Hour Air Leakage-Envelope Heat Loss Building and Duct Heat Load 19,055 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X' Maximum Heat Equipment Output 23,818 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Dud Heat Loss X 1.25 for Heat Pump (07101113) r � _ STt2 . 1DES16N CP—LCS r--OQ- NEW V-ES%De'WCe Poa.-► ANSvLcs.wA DESV--Q t oADS SE15tWC-D stir-2S psi TQ - 16.15• 4 -4LO bo f V ZINC-y=LiN� ' /Y-f 3 -3 Z,/� syncA ; 1 -tR E 6= (0.s�3 ?= kO,bZ3 aels'2 .22 = 1Q,5 L i I _ 1 t MAI NJ F t_CU(Z- as =� N LINE` sslonrAL -TrzNr3_ z��2_ lg.s' -ct�et �� tb-' p- 14.5-9 2i.90 - 2'-19"3 P .4 9 Ilb� i LNt�� p='2 21.40= { s l.tti>: O LINE �= 10.�3•� •i�1.1� = 1521 � f / E103 -t'R-Ngw i0.� � �3.Nb1�2= ku.S�F 4.083 i ,1 I . 2-1 AEA WAU '2'L- MMN F-LOOV-- =9000t MA 0 tb 1/1,bl -15 �)Oo of PrLL�s=(6/,L• loo to o P)o F:li-b-Z,bl tb P,-L�- II/s.`5o• o 12:- bo NA L!t.,4ea V 14K)BW.G. \1-bLI25 \N,c7 ��LOOZ- Lx,46D 'i T-n3 v, 515 L\ d(S) \4: �NG. V= liV5 vlat V 1:112jco Vve. L CAD \4 �'Oh: I blcb �107 \j t Lowt SSE � SIV LLS\C-\" UNE_ /2-1.tI01105Ipof 14 5 .J P07M=83 XL1 �- MSicAo ON DBLT-S f I _ t b)� �Z�L Za FL. -Tc, MSIC'I- 63 FL -7o�-kiWL- MM I/C If), Zz5e 7 1106 N Pas &Itw/ D13L 'Lx , 0-T m va ffD NAAA NAA6S UNF- \4 C) C, NO (3k.OLKJ NJ 6 t-Am LS N=13`12 A yip- c'i'I/IZ-bV I0091f Z-3to- CrTm Ov- mkx _T/L=13.45 t-A-b-klOd NPOI S 57 4 MA\IA F1 09- jt_INrC� c 2UU oma. ; V='2-1cCl3 ��= Zq `�Sp1f 8 G11�1 , 3t2�A wi 4x ( oC���b E D�=I b� i5� Ib tD+b 1�=2�iS r�u�► oN DBL 2ti sUD �.m,= 24b."XI= I9 bt7 W/ ��1 X 50 ? �3D0 ~P-/y "f MPVx N=2Z-lbd NAk\-S LNt- V rt AE4 0`3btb w/ DSL 2x s Vfl DL l0'313 H-MAA oN X32 ptZ= iVib P1f 25130 r�Px T/L 2.lo�-322=Sb0q NAILS M1 1 y jV bc)P F -SP � WW--OK � IND INC. C. 5•2.1516-S-13 ` Fl,ibcl w/ A- taw--iNj6 Rm -1SS'2.4,5el_ t--Dub ©N C)i3\- �� � Mix �iG= 2.958(�`►3-`Zt�3) = 1�1# N=i'E.-tbd N�t1-S y j { 1 (0((10,114! �N 'AIM 27 %11/5o 7 -7 %P 36PI'AT-3 'C No ttD ZE(D'D N:e-lbd NAiLs pj p So No BLaK-IN6 077 1hic` � Q`,- W lbd NAI LS MAX, c _A5F-L-b'q- 53 A 0 C. No SLxcKf NJ6 s- 20+`l-\0=133 NO V+D F-EQ'D io bb 4- co 0 0 mpX U max- �cl 1-10/10 cl 1.33.2mo-2-1 19 4Ar�y)l Ufa' CGU 16' MA r2- iylz, ti 5 6 Al- @ -ror.' MecaWind Pro v2 . 2 . 4 . 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 6/19/2014 Project No. 14162 Company Name ZENOVIC & ASSOCIATES Designed By : MRS Address 301 EAST 6TH STREET, SUITE 1 Description STR. FOR S.F.R. City PORT ANGELES Customer Name ELSTROM State WA Proj Location PORT ANGELES, WA File Location: C:\Users\MADDIE\AppData\Roaming\MecaWind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 10.00044 : 12 Slope of Roof(Theta) = 39.81 Deg Ht: Mean Roof Ht = 21.72 ft Type of Roof = GABLED RHt: Ridge Ht = 26.45 ft Eht: Eave Height = 17.00 ft OH: Roof Overhang at Eave= 0.75 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 21.17 ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 'lean roof ht. P?1 IF—�I Wind Mall Pressures �--��► g See TaZe 27.6-1 I h Plan Po Elevation !�. 1 .. ,t e Gabled Roof Roof edge p s sere from table Zones D or 3 as Vpficable P1 or p3 Find DIUction SO .�.. MWFRS Pressures for Wind Normal to 50 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.42 h: Height to top of Windward Wall = 17.00 ft ph: Net Pressure at top of wall (windward + leeward) = 21.52 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.40 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.62 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.18 psf pwh: Windward wall press @ top acting toward wall = ph-p1 = 13.34 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.22 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 21.723 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 39.81 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -6.11 10.77 2 -14.30 -6.82 3 -21.99 .00 4 -19.57 .00 5 -16.07 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -4.58 psf Povh3: Overhang pressure for zone 3 = -16.49 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 8.08 psf Povh3: Overhang pressure for zone 3 = .00 psf MWFRS Pressures for Wind Normal to 21.17 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 2.36 h: Height to top of Windward Wall = 26.45 ft ph: Net Pressure at top of wall (windward + leeward) = 20.22 psf p0: Net Pressure at bottom of wall (windward + leeward) = 19.18 psf ps: Side wall pressure acting away from wall = .64 * ph = -12.94 psf pl: Leeward wall pressure acting away from wall = .27 * ph = -5.46 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 14.76 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.72 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 21.723 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 39.81 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -6.11 10.77 2 -14.30 -6.82 3 -21.99 .00 4 -19.57 .00 5 -16.07 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -4.58 psf Povh3: Overhang pressure for zone 3 = -16.49 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 8.08 psf Povh3: Overhang pressure for zone 3 = .00 psf - -�`-SG�'1��_cn• �j�y-.�-,�''��__�-�C...._{,gl_L'��t-=�_C�''tS._�!rr--�= °r=!rl ._,,..�!��_ftC�-- -----� ---------�— - -- - ---- - - -1 ----- ------------------------- — - -... ...... .... - ---- -....__._..__.. _........ - w�. - r'�_Q_rt_?!1.-- -��.c(.• `fes c,_c.a_(,J;'^�t (7t1T .Y+�`�---..__-- - -- -_._----_.—_ _.. __. ---- - — - — -- - - -- - c -- e-- c2 ----------- Log- - -- - i ~ ' __ �"r����- _#- •1�.� �-�- --- -- - .. . _ �l_�'_��-ern _� 5 ,n . -' .. --V'aA•Y t� �-^�Zi' _1."C�i4''�_-_-`�„_�1+.ctbC _�-e.'_..�.1t�. _'�.1.��?44-_7".. �..,t7.Sl�'-F. �t7tbb��.�?........ ..__...__-__ Lul Ll - -- - --ux--:-�-1__�. _C.0 v1_v�ct,�ars _or C7J+5�`c`•�-_.--- -- -. - - - - - - --- - . _ _Pin-n -u_-t-z�-�Rc_.=�-a_..t_.,�.•�_��>:, JU�St --- � �G,tiS z �{���� -rf�v� ly--- --- -- -------- -. .Pro' - �'�-�`-L:--�rt:.atL..L�;<,. ��±�T�---r==r_j�_�-ss_-1..32fi�S�-__`_'•:n.__;"'�t.c_ �=%?"Y3_L._.'��san--------- --- .. -- ---.. ... --- -- - -- - - - -. . .__:_ ._���a�Mr' ?'^� ..�.._i 1_��i2._.�s--r,tt�' � _!^._. _—_ ..._ �-� - --_��.1---Co�-',�S�C�t�.S- -- -- — •— - -— -- - -• 1 - r , --�"��-�--�•��=rte _� �.' •� r,�` � �, -� C�` uses •-- ----_----- --- - c�_o-� ._�r 1�ti31.- Cry-• � --D.4_tU Fns'ys'j- -----1��c�G�'sv'�_.fY1t,_•/v-iein-''.__C.�wS-. v�D: - -r .�,i,"��_.__� rs't3��_ ..._ -- -- - - ---- -•--- -- ----- _ _ -- .._ ®Boise Cascade Single 5-1/8" x 9" BOISE GLULAW 24F-V4/DF Floor Beam1FBO1 Dry 12 spans No cantilevers 10/12 slope Thursday,June 19, 2014 BC CALCO Design Report- US Build 2627 File Name: BC CALC Project Job Name: 14162- Elstron Description: Designs\FB01 Address: W 12th st. & F st Specifier: City, State, Zip: Port Angeles,wa 98363 Designer: JW Customer: Company: Zenovic&Associates Code reports: AITC 117-2004, LA- FB02035 Misc: _ �._Z. 9 A B O ► 7 � 1 06-06-00 16-06-00 80 B1 B2 Total Horizontal Product Length=23-00-00 Reaction Summary (Down/ Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 0/ 152 326/587 B1, 3-1/2" 3,854/0 4,423/0 B2, 3-1/2" 1,558/0 1,799/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Unf. Lin.(Ib/ft) L 00-00-00 23-00-00 217 263 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 10,717 ft-lbs 67.3% 115% 2 16-02-00 be verified by anyone who would rely on Neg. Moment -12,405 ft-lbs 101.1% 115% 3 06-06-00 output as evidence of suitability for End Shear 2,846 lbs 30.4% 115% 2 07-04-12 particular application.Output here based Cont. Shear 4,319 lbs 46.1% 115% 3 07-04-12 on building code-accepted design ° properties and analysis methods. Uplift -738 lbs n/a 115/0 2 00-00-00 Installation of BOISE engineered wood Total Load Defl. L/254(0.769") 94.5% n/a 2 15-05-06 products must be in accordance with Live Load Defl. L/471 (0.415") 76.5% n/a 5 15-05-00 current Installation Guide and applicable Total Neg. Defl. L/999(-0.074") n/a n/a 2 04-00-01 building codes.To obtain Installation Guide Max Defl. 0.769" 76.9% n/a 2 15-05-06 or ask questions,please call Span/Depth 21.7 n/a n/a 0 00-00-00 (800)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTM, %Allow %Allow ALLJOISTO,BC RIM BOARDT°^ BCI@), Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM'SIMPLE FRAMING BO Post 3-1/2"x 3-1/2" -738 lbs n/a 9.3% Unspecified SYSTEM@,VERSA-LAM@,VERSA-RIM 3� Post 3-1/2"x 3-112" 8,277 lbs n/a 103.9% Unspecified PLUSO,VERSA-RIM@, B2 Post 3-1/2"x 3-1/2" 3,357 lbs n/a 42.2% Unspecified VERSA-STRAND@,VERSA-STUDd are trademarks of Boise Cascade Wood Cautions Products L.L.C. Member has insufficient Neg. Moment resistance to carry loads. Uplift of-738 lbs found at span 1 - Left. Ac�vG� Member has insufficient Bearing resistance to carry loads At 61. Member is not fully supported at post BO. A connector is required at this bearing. Member is not fully supported at post B1. A connector is required at this bearing. Member is not fully supported at post B2. A connector is required at this bearing. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 _—CZL-�- 5V�-_$^.Cr-�_z!l�✓�_���_ GtcjC�+-;-1n�G.t4l��Y_r_''—�_ - -- _ ._ --- - -- - - - - ----- -- -- -� —- - --- -- ------ - ----- - - -- - - -- - -rte-g �CzZ� - -- - .--�r �` = 4'.�Z��¢; ( � mss`} --a __tea-'� #• � - -- - _ ..._. - . ,,fi�nn -- - -- ------------•--- ---- ---- _ ------ --- - ------ ----_.-------- -- ----- - ----_.._.. _.__ - - - _ _----—._._— �_ ------- - - --- ------------- 1-6 - .. �. �tGa,1 .��_...._���7t�r �.�ac7"�4-._$ _��'�"�.3�n-=�l' ��'�.�Ti-� __���°„�•_a�, ���1�Q _ �u�iL ��3®� ---- CC •-� n...�a- vet ax 1 �� J . ._. _ . _ --- pro- u fkill - .} ------ --- - - --- - - --L�-- -���, _ - — � ( a - --- °- �- -------- --- ------- A -�— -- -- -------- ------ — �c•d. ._..__�.�,� (..��_-�_:L���..tuY>_ �'_-x.,20 .���'_ - -.__ - ' _ _ --•-- -- -------_ - 0,. `} +C _-,,c.SK_;` ®Boise Cascade Single 5-1/8" x 18" BOISE GLULAW 24F-V4/DF Floor Beam1FB02 Dry 1 span I No cantilevers 10/12 slope Thursday, June 19, 2014 BC CALCO Design Report- US Build 215.27 File Name: BC CALC Project Job Name: 14162- Elstron Description: Designs\FB02 Address: W 12th st. & F st Specifier: City, State, Zip: Port Angeles, wa 98363 Designer: JW Customer: Company: Zenovic&Associates Code reports: AITC 117-2004, LA- FB02035 Misc: BO 21-02-00 61 Total Horizontal Product Length=21-02-00 Reaction Summary (Down /Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 2,593/0 3,612/0 2,327/0 B1, 3-1/2" 2,593/0 3,612/0 2,327/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Unf. Lin. (Ib/ft) L 00-00-00 21-02-00 245 274 220 n/a 2 Trapezoidal (Ib/ft) L 00-00-00 0 n/a 10-07-00 89 n/a 3 Trapezoidal(Ib/ft) R -00-00-00 0 n/a 10-07-00 89 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 37,815 ft-lbs 61.9% 115% 3 10-07-00 be verified by anyone who would rely on End Shear 6,146 lbs 32.8% 115% 3 01-09-08 output as evidence of suitability for Total Load Defl. L/383(0.649") 62.7% n/a 3 10-07-00 particular application.Output here based Live Load Defl. L/772(0.322") 46.6% n/a 6 10-07-00 on building code-accepted design o properties and analysis methods. Max Defl. 0.649" 64.9/o n/a 3 10-07-00 Installation of BOISE engineered wood Span/Depth 13.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 7,302 lbs n/a 91.7% Unspecified (800)232-0788 before installation.\n\nBC B1 Post 3-1/2"x 3-1/2" 7,302 lbs n/a 91.7/o Uns LCO,BC FRAMER®,AJST M, � pecified AL ALLJOIST®,BC RIM BOARD ,BCI®, BOISE GLULAMTM,SIMPLE FRAMING Cautions SYSTEM@,VERSA-LAM®,VERSA-RIM Member is not fully supported at post BO. A connector is required at this bearing. PLUS@,VERSA-RIM@, Member is not fully supported at post B1. A connector is required at this bearing. VERSA-STRAND@,VERSA-STUD@ are Wood trademarks of Boise Cascade Wood Products L.L.C. Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum total load deflection criteria. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 v =C) - Z" - - - -- _ - Etstr�.. l- - - --- -_ - - - - - -- ----- - -- - G .. ... ...... ... .. .__. _.- - ------ - t7�_.�.. -- _ _- _ __._..- ------------ ----- - --- -- - --- - ---- --- LZ3f _._�s^_G_!Jis�.fr.: _.�# ��I� FLc�d f�-t�� -4�a1�LL. -- �;:n�.J _ ELoo2�_.���r��L -- - ---- •- - - .._ _ __ .- -- - - - -- - -- . — -- - - wb.2 ®Boise Cascade Single 4 x 8 DFL Floor Beam\F1303 ll I Dry 1 span No cantilevers 0/12 pe Monday, June 23,2014 BC CALCO Design Report- US Build 2527 File Name: BC.bcc Job Name: 14162- Elstron Description: Designs\FB03 Address: W 12th st. & F st Specifier: City, State, Zip: Port Angeles, wa 98363 Designer: JW Customer: Company: Zenovic&Associates Code reports: WCLIB/WWPA Misc: — — - - 3 T T T._ s •._ T __ 06-00-00 BO B1 Total Horizontal Product Length=06-00-00 Reaction Summary(Down I Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,408/0 17/0 131, 3-1/2" 1,251 /0 17/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Unf. Lin. (Ib/ft) L 00-00-00 06-00-00 393 n/a 2 Unf. Lin.(Ib/ft) L 00-00-00 02-00-00 67 n/a 3 Conc. Pt. (lbs) L 02-00-00 02-00-00 167 n/a . Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 1,738 ft-lbs 58.1% 100% 1 02-09-13 be verified by anyone who would rely on End Shear 1,008 lbs 33.1% 100% 1 00-10-12 output as evidence of suitability for Total Load Defl. L/999(0.054") n/a n/a 1 02-11-10 Particular application.Output here based Live Load Defl. L/999(0.053") n/a n/a 2 02-11-10 on building code-accepted design Max Defl. 0.054" n/a n/a 1 02-11-10 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 9.2 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 3-1/2" 1,425 lbs n/a 18.6% Unspecified (800)232-0788 before installation.\n\nBC B1 Post 3-1/2"x 3-1/2" 1,269 lbs n/a 16.6% LCO,BC FRAMER@,AJST , ° Unspecified P AL ALLJOIST®,BC RIM BOARD M,BCI®, BOISE GLULAMTM,SIMPLE FRAMING Notes SYSTEM@,VERSA-LAMO,VERSA-RIM Design meets Code minimum (L/240)Total load deflection criteria. PLUSO,VERSA-RIM@, Design meets Code minimum (L/360) Live load deflection criteria. VERSA-STRAND@,VERSA-STUDtrademarks are trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. The analysis of solid sawn wood members is in accordance with the NDS and is limited to the output shown above. All other support and design for these products, including but not limited to notching, connections, installation, and engineer/architect certification is the responsibility of the project's design professional of record. Deflections less than 1/8"were ignored in the results. Page 1 of 1 10 .Z-, . �vIS ? `.. - -' - - - ----- - —.-.- `- - - - - - 0 IQ r - -. .--- ------._'���`_Gi�-�..-�4-1��i--- --_ _-� d•31�.-ice_.� U•.'S� -°-�_"�-- CM 0 o�"---- AXIAL COMPRESSION AND COMBINED LOADING CALC. ZENOVIC AND ASSOCIATES,INC. PROJECT: 14162 ELSTROM 301 EAST 6TH STREET,SUITE#1 CLIENT: ELSTROM PORT ANGELES,WA 98382 JOB# 14162 DESCRIPTION: 11.427'LIINGROOMWALL STUD DATE: 6/23/2014 TRIB.AREA (ft. 3.665 MEMBER INFO. NO.MEMBERS MEMBER TOTAL AREA SECTION UNBRACED DEPTH OF MEMBER MODULUS OF COMP.DESIGN BENDING DESIGN WIDTH MODULUS LENGTH (UNBRACED) ELASTICITY STRENGTH VALUE # w A S L d E Fc Fb (in.) sq.in in^3 (in) (in) (psi) (psi) (psi) 1 1.5 8.25 7.56 132.624 5.5 1.6E+06 1350 900 ADJUSTMENT FACTORS WIND FACTOR CD CM Ct CL CF CV P 1.6 1 1 1 1.3 1 13.2 Ibift^2 Cfu Ci Cr Cc Cf CP 1 1 1 1 1 0.27 TABLULATED VALUES(SEE SHEET 2) LOADING INFO. BUCKLING COEF. VERT.LOAD MOMENT HORIZ.REACTION Kce C Ke P M 0.3 0.8 1 (Ib) ft-Ib (lb) 100 739.8 268 COMPUTED VALUES fb(psi) F-b(psi) F'b(psi) fc(psi) F'c(psi) 1174 1872 1872 12 2808 F'c si — 768 K t -E FcE 1 +�F �IF, 1 4,1F) F, F' =Fx E I l d azs 2c - [ 2c ] - c J f� J n +Fin l F e <1 O COMBINED LOADING CALC. DEFLECTION 0.64 OK (in) 0.49 f AXIAL LOAD CALC L/x F I 0.02 OK in/in 271 ' f f,1 ) BENDING CALC Il 1 0.63 OK SUMMARY NO.MEMBERS SIZE b h 2 6 AXIAL COMPRESSION AND COMBINED LOADING CALC. ZENOVIC AND ASSOCIATES,INC. PROJECT: 14162 ELSTROM 301 EAST 6TH STREET,SUITE#1 CLIENT: ELSTROM PORT ANGELES,WA 98382 JOB# 14162 DESCRIPTION: 11.427'LIINGROOM WALL STUD 5040 WINDOW DATE: 6/23/2014 TRIB.AREA (ft) 3.165 MEMBER INFO. NO.MEMBERS MEMBER TOTAL AREA SECTION UNBRACED DEPTH OF MEMBER MODULUS OF COMP.DESIGN BENDING DESIGN WIDTH MODULUS LENGTH (UNBRACED) ELASTICITY STRENGTH VALUE # w A S L d E Fc Fb (in.) (sq.in in^3 (in) (in) (psi) (psi) (psi) 1 1.5 8.25 7.56 32.624 5.5 1,6E+06 1350 900 ADJUSTMENT FACTORS WIND FACTOR CD CM Ct CL CF CV P 1.6 1 1 1 1.3 1 13.7 Ib/ft^2 Cfu Ci Cr Cc Cf CP 1 1 1 1 1 0.27 TABLULATED VALUES SEE SHEET 2 LOADING INFO. BUCKLING COEF. VERT.LOAD MOMENT HORIZ REACTION Kce C Ke P M 0.3 0.8 1 (lb) (ft4b) Ib 100 663.0 240 COMPUTED VALUES fb(psi) F'b(psi) F'b(psi) fc(psi) F-c(psi) 1052 1872 1872 12 2808 F'c si 768 K h x E FcE1 +(F<<I FI 1 +(F,EI F•)]'_F<<IF 826 F',=F° 2c ([ 2c c E�lif�cl ✓ b+F� _ c1 0 COMBINED LOADING CALC. DEFLECTION b /1, e 0.57 OK (in) 0.44 AXIAL LOAD CALC Llx F' I 0.02 OK (inrn) 303 BENDING CALC 0.56 OK SUMMARY [NO.MEMBERS 1 SIZE b h 2 6 _.��jw-:l-:�.{-Li l.b��__ _._. _ .__._. . _ice•;`��:�"�Y`�___ ___ ._ __ _.___._. .,_ _._ — �_�vi�,:"�Yc:? �t?�, - - - .. � -'- -- __ 'c_�_.._ �'�'��-'-,� =-�1�-PSS-- c►� _. _J�✓1�,Y.�� �-__ _��Q� �- ,�'� _�.a`y _'lam 3'�_e = 1—,_U� . _ �_ . _.__ .. __ _. _. ._s{/nG'_7 r Z^c •--'�-��r�'v-��/�- !.G!_�G=-� -_�(,S.�V":�- ��.���.. �\\()3t+)Vi5r ._�k�e''fl. ����.5�c_� _-�?.d. ,__�J"-��'�''_.�._Y�_'"A`�.._- - - -- - -_..�_ . J _ .-. _ _ }? L tV= lAii�•- -& `'`�.._ t3ta@-Ji P ----� s���;�y+,_.-.���=�1�. r7r ,,r,�'-- --�-�^GA.--. �`;�,}%alt�-;=�1 "�:!n.-��—t���St-+ -.--�'-�-4.—��"-�'�✓']---�R'—rf`�� � ------ - � - _}M ®Boise Cascade Single 5-1/8" x 18" BOISE GLULAW 24F-V4/DF Floor BeamIFB02 Dry 1 span No cantilevers 10/12 slope Monday, June 23, 2014 BC CAL:O Design Report- US Build 2627 File Name: BC.bcc Job Name: 14162 - Elstron Description: Designs\FB02 Address: W 12th st. & F st Specifier: City, State,Zip: Port Angeles, wa 98363 Designer: JW Customer: Company: Zenovic&Associates Code reports: AITC 117-2004, LA- FB02035 Misc: \6 5 21-02-00 BO 61 Total Horizontal Product Length=21-02-00 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 2,59310 3,612/0 2,327/0 0/1,355 61, 3-1/2" 2,593/0 3,612/0 2,327/0 1,355/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Unf. Lin. (Ib/ft) L 00-00-00 21-02-00 245 274 220 n/a 2 Trapezoidal(Ib/ft) L 00-00-00 0 n/a 10-07-00 89 n/a 3 Trapezoidal (Ib/ft) R -00-00-00 0 n/a 10-07-00 89 n/a 4 29.13 Conc. Pt.(Ibs) L 03-04-00 03-04-00 -2,913 n/a 5 Conc. Pt. (Ibs) R 03-04-00 03-04-00 2,913 n/a 6 Conc. Pt. (Ibs) L 08-00-00 08-00-00 2,747 n/a 7 Conc. Pt. (Ibs) R 08-00-00 08-00-00 -2,747 n/a Disclosure Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must Pos. Moment 37,815 ft-Ibs 61.9% 115% 3 10-07-00 be verified by anyone who would rely on End Shear 6,146 lbs 32.8% 115% 3 01-09-08 output as evidence of suitability for Total Load Defl. L/383(0.649") 62.7% n/a 5 10-06-08 particular application.Output here based Live Load Defl. L/772 (0.322") 46.6% n/a 13 10-06-00 on building code-accepted design Max Defl. 0.649" 64.9% n/a 5 10-06-08 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 13.8 n/a n/a 0 00-00-00 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 3-1/2"x 5-1/8" 7,302 lbs n/a 62.6% Unspecified (800)232-0788 before installation.\n\nBC B1 Post 3-1/2"x 5-1/8" 8,318 lbs n/a 71.3/o Unspecified ALL OI BC FRAMER@,AJSTM ° p ALLJOIST®,BC RIM BOARD ,BCI®, BOISE GLULAMTM,SIMPLE FRAMING Notes SYSTEM@,VERSA-LAM@,VERSA-RIM Design meets Code minimum (L/240)Total load deflection criteria. PLUS@,VERSA-RIM@, Design meets Code minimum L/360 Live load deflection criteria. VERSA-STRAND@,VERSA-STUDd are g ( ) trademarks of Boise Cascade Wood Design meets arbitrary(1") Maximum total load deflection criteria. Products L.L.C. Calculations assume Member is Fully Braced. Design based on Dry Service Condition. Deflections less than 1/8"were ignored in the results. Page 1 of 1 ro .r l o "__j���..�� o�.._ �.b �: _X00(__t_�4�..{ w_:►a� = t;l�__'�s�— - - -- --_- - ---- - - -�- --- - -- - - -- --------...- r :. _ A-, 10 _�s 7;�,_zo.? ! j (_/JG2h:?.CYT(.Grli_�'l!��{<._���-�___ l_. ��? X �'r��_• _``.�(i.�.r;.',rc-�.-- —— _._. . d_ ` ._._ �c���.'�`-f'_._.1_��t7�:.'�_ ----SZ _fir.�'- --- ----_�.?r�' 1_3.s`" iS� _..__ _ ...--- • ---- ---- -- ----- --- _b---4`3_ �r=Q_j�L� -=L�i � ��Z��• rL �t� _�_ I,i 1 f�1�L?_���-� ---��'03, �`.3-r-\-7�0�) � .--��=��''`� - - -- — -- - -- -- - �7-75 r-7'��_ .�N.I�.�.G`IL__�i��t.�9^9...yIZ�i'S7._=�d�-�- OST_--'------•--_T_....— ----------- -- — --- ---- ----- ------'- --- -_.-- ---- --- ----- ..:. . -117. � � 7�•� �--- J tt7__..����3> . - - ��-+• -cam. - -- - -�>� . ..-- --- ��------- . :- —;__ ___. - _ ..r __ . _. — -