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Home My WebLink About2307 W. 12th Street Address: 2307 W 1211 Street ? ,97 /,2 PREPARED 6/14/13, 10:27:12 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/14/13 ------- - - ---- - ---- -- ------- ADDRESS : 2307 W 12TH ST SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (42S) 770-1477 OWNER KEDISH, STEWART AND MARGIE PHONE (360) 457-5005 PARCEL 06-30-99-1-0-5520-0000- APPI, NUMBER: 13-00000285 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ May 10, 2013 4:34:17 PM jlierly. ME99 01 6/14/13 MECHANICAL FINAL June 14, 2013 9:06:38 AM pbarthol. RYAN 477-9949 --------------------- ------------------------------------------------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 4/12/13 JLL PLUMBING WATER SUPPLY 4/12/13 AP April 12, 2013 8:28:49 AM pbarthol. Ryan 477-9949 April 12, 2013 1:00:34 PM jlierly. PL2 01 5/10/13 JLL PLUMBING ROUGH-IN 5/10/13 AP May 10, 2013 8:44:18 AM pbarthol. Ryan 477-9949 May 10, 2013 4:34:17 PM jlierly. PL99 01 6/14/13 PLUMBING FINAL June 14, 2013 9:06:48 AM pbarthol. RYAN 477-9949 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/14/13, 10:27:12 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/14/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 2307 W 12TH ST SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER KEDISH, STEWART AND MARGIE PHONE (360) 457-5005 PARCEL 06-30-99-1-0-5520-0000- APPL NUMBER: 13-00000285 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLEW 01 4/08/13 JLL BLDG FOUND FTG/STEM WALL 4/08/13 AP April 8, 2013 8:16:38 AM pbarthol. Chris 425-770-1477 AM April 8, 2013 4:24:52 PM jlierly. BLFD 01 4/12/13 JLL BLDG FOUNDATION DRAINAGE 4/12/13 AP April 12, 2013 8:29:27 AM pbarthol. Ryan 477-9949 April 12, 2013 12:44:43 PM jlierly. DRW 01 4/12/13 JLL BLDG DRYWELL 4/12/13 AP April 12, 2013 8:29:13 AM pbarthol. Ryan 477-9949 April 12, 2013 12:44:43 PM jlierly. DSD 01 4/12/13 JLL BLDG DOWN SPOUT DRAINS 4/12/13 AP April 12, 2013 8:29:00 AM pbarthol. Ryan 477-9949 April 12, 2013 1:00:34 PM jlierly. BFF 01 4/17/13 JLL BLDG FLOOR FRAMING 4/17/13 AP April 17, 2013 8;10:46 AM pbarthol. Chris 425-770-1477 April 17, 2013 4:09:07 PM jlierly. BL9 01 4/29/13 JLL BLDG SHEARWALL 4/29/13 AP April 29, 2013 8:18:35 AM pbarthol. Chris 425-770-1477 April 29, 2013 4:25:45 PM jlierly. BAIR 01 5/10/13 JLL BLDG AIR SEAL 5/10/13 AP May 10, 2013 8:43:40 AM pbarthol. Ryan 477-9949 May 10, 2013 4:34:17 PM jlierly. BL3 01 S/10/13 JLL BLDG FRAMING 5/10/13 AP May 10, 2013 8:43:56 AM pbarthol. Ryan 477-9949 May 10, 2013 4:34:17 PM jlierly. BLI 01 5/14/13 JLL BLDG INSULATION 5/14/13 AP May 14, 2013 10:15:58 AM jlierly. a/? May 14, 2013 3:07:45 PM jlierly. BL99 01 6/14/13 .LDG FINAL ----------------------wx -------------------------------------------------------------------- PERMIT: ME 00 MECELANA3ERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 5/10/13 JLL MECHANICAL ROUGH-IN 5/10/13 AP May 10, 2013 8:44:08 AM pbarthol. Ryan 477-9949 ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000285 Date 4/03/13 Application pin number . . . 137405 Property Address . . . . . . 2307 W 12TH ST ASSESSOR PARCEL NUMBER: 06-30-99-1-0-5520-0000- Application type description RES NEW SFR REPORT SALES TAX �N Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . P\ Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY to the City of Port Angeles -----Application-valuation 140669------------------------------ (Location Code 0502) ----------- --------- - - - - ------ Application desc 2048 SQ FT SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ KEDISH, STEWART AND MARGIE C ANDERSON HOMES & DEV INC 1735 W 7TH ST 1400 W. WASHINGTON ST. PORT ANGELES WA 98363 STE. 104-178 (360) 457-5005 SEQUIM WA 98382 (425) 770-1477 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1451SQ FT SFR 565 GARAGE 32 PO Permit Fee . . . . 1249.85 Plan Check Fee .00 Issue Date . . . . 4/03/13 Valuation . . . . 140669 Expiration Date 9/30/13 Qty Unit Charge Per Extension BASE FEE 1020.25 41.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 229.60 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc 1451 SQ FT SFR Permit Fee 97.20 Plan Check Fee .00 Issue Date . . . . 4/03/13 Valuation . . . . 0 Expiration Date . . 9/30/13 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 1.00 10.6500 EA ME-HOOD/DUCT-MECH. .EXHAUST 10.65 1.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 14.80 ----------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . 1541 SQ FT SFR Permit Fee . . . . 163.00 Plan Check Fee .00 Issue Date . . . . 4/03/13 Valuation . . . . 0 Expiration Date 9/30/13 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 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 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 fro 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 r c ncel he provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD – PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS– Building Inspections. 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall I Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: ]SHORELINE: Parking/Lighting ESA: 11-andscaping 4— 1 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 j T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION COX: 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00000285 Date 4/03/13 Application pin number . . . 137405 Qty Unit Charge Per Extension REPORT SALES TAX 1.00 15.0000 EA PL-SEWER LINE 15.00 on your state excise tax form 1.00 7.0000 EA PL-WATER HEATER 7.00 ---------------------------------------------------------------------------- to the City of Port Angeles Special Notes and Comments (Location Code 0502) March 26, 2013 3:19:40 PM pbarthol. Plan check fee waived because the same plans are being used in 3 locations, 2303-2307-2311 W 12th St. (2311 will need to be submited no later than June 26, 2013) Plan check fees charged on permit #13-284. March 27, 2013 12:55:37 PM rbecker. Are you installing a lawn sprinkler or closed fire system? If you are , you will need to install a backflow assembly. Call Ron Becker at 360-452 4972, Fax: 360-452-4872, 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. A residential fire sprinkler system, installed per NFPA 13D, will be required. 2nd option is to install an outside alarm bell that is inter-connected to the residence's smoke detectors. The alarm bell will be painted red in color and identified as "Fire alarm" March 27, 2013 2:48:25 PM sroberds. The proposal will result in construction of a new sfr in the RS-9 for total lot coverage of 21% and site coverage of 29%. No land use issues anticipated. Electrical load calculations and electrical permits are required. 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 Applicant to utilize existing driveway access. Driveways to be built to accommodate future sidewalk construction. Construct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 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 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection, I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections, 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backfiow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace I FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 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 . . . . . 13-00000285 Date 4/03/13 Application pin number . . . 137405 ................. ---------- ---------- ---------- ---------- Permit Fee Total 1510.05 1510.05 .00 .00 REPORT SALES TAX Plan Check Total .00 .00 .00 .00 on your state excise tax form Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 6804.55 G804.55 .00 .00 to the City of Port Angeles (Location Code 0502) Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections, 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls I Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By k�lj Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 CIO Planning 417-4750 L Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES 0,?O�T""Q" PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000285 Date 4/03/13 Application pin number . . . 137405 Property Address . . . . . . 2307 W 12TH ST ASSESSOR PARCEL NUMBER: 06-30-99-1-0-5520-0000- REPORT SALES TAX Application type description RES NEW SFR on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 140669 ---------------------------------------------------------------------------- Application desc 2048 SQ FT SFR -------------------------------------- ------------------------------------- Owner Contractor ------------------------ ------------------------ KEDISH, STEWART AND MARGIE C ANDERSON HOMES & DEV INC 1735 W 7TH ST 1400 W. WASHINGTON ST. PORT ANGELES WA 98363 STE. 104-178 (360) 457-5005 SEQUIM WA 98382 (425) 770-1477 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 4/03/13 Valuation . . . . 0 Expiration Date 9/30/13 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . WATER METER PLUS BORE Permit Fee . . . . 1480.00 Plan Check Fee .00 Issue Date . . . . 4/03/13 Valuation . . . . 140669 Expiration Date . . 9/30/13 Qty Unit .Charge Per Extension BASE FEE 200.00 1.00 1280.0000 EA PW W/M 111 SERV 5/811 METER 1280.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . . Permit Fee . . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 4/03/13 Valuation . . . . 140669 Expiration Date . . 9/30/13 Qty Unit Charge Per I Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments March 26, 2013 3:19:40 PM pbarthol. Plan check fee waived because the same plans are being used in 3 locations, 2303-2307-2311 W 12th St. (2311 will 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 ordinanc9s governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume thority to violate or cancel the provisions of any state or local law regulating construction or the performance of construc Sig natuLre"-d�ra�ctor or Authorized Agent Date Signature of Owner(if owner is builder) Date T:Forms/Building Division/Public Works Permit PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE/METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB&GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W./PW/ CONSTRUCTION-R.W. ENGINEERING 417-4807 PW/ENGINEERING FIR E 4174653 1 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT, BUILDING 41-7- BUILDING 4815 T:Forms/Building Division/Public Works Permit 90R1, CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00000285 Date 4/03/13 Application pin number . . . 137405 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form need to be submited no later than June 26, 2013) Plan check fees charged on to the City of Port Angeles permit #13-284. (Location Code 0502) March 27, 2013 12:55:37 PM rbecker. Are you installing a lawn sprinkler or closed fire system? If you are , you will need to install a backflow assembly. Call Ron Becker at 360-452-4972, Fax: 360-452-4872, 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. A residential fire sprinkler system, installed per NFPA 13D, will be required. 2nd option is to install an outside alarm bell that is inter-connected to the residence's smoke detectors. The alarm bell will be painted red in color and identified as "Fire alarm" March 27, 2013 2:48:25 PM sroberds. The proposal will result in construction of a new sfr in the RS-9 for total lot coverage of 21% and site coverage of 29%. No land use issues anticipated. Electrical load calculations and electrical permits are required. 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 Applicant to utilize-existing driveway access. Driveways to be built to accommodate future sidewalk construction. Construct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 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 1810.00 1810.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7104.50 7104.50 .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:Fonns/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 C6V�ER, 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 417- BUILDING 4815 T:Forms/Building Division/Public Works Permit THE For City Use CITY OF A VW1 Permit# W A S H I N G T 0 N U . S . ate Received: 321 East 51 Street j[Date Approved Port Arlgeles, WA 98362 P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us V JliC Building Permit Appli tion Project Address: 230"1 West 12th Street Main Contact: Phone # 425-770-1477 Christopher Anderson E-Mail: chris@CAndersonHomes.com Property Name Stewart and Margie Kedish Phone 425-770-1477 Owner Mailing Address Email 495 W. Spruce St., Suite 3 chris@CAndersonHomes.com City State Zip Sequim WA 98382 Contractor Name Phone C. Anderson Homes & Development. Inc. 425-770-1477 Mailing Address Email 495 W. Spruce St., Suite 3 chris@CAndersonHomes.com ci state Zip Sequim WA 1 98382 Contractor License # CANEAH943DG Expiration: March 7, 2014 Project Value: Zoning: Tax Parcel # Lot# 0� $ 119,000 Type of Residential [M Commercial El Industrial 0 Public 0 Permit Demolition 0 Fire [3 Repair [3 Reroof(tear off/lay over) [3 For the following,fill out both pages of permit application: New Construction 0 Remodel El Addition El Tenant Improvement 1:1 Mechanical El Plumbing El Other 0 —ka—ximuir Existing Fire Sprinkler System? F Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 0 No [M 1 16' 3 2 Project New Single Family Construction Description I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature 3-26-13 Christopher Anderson Residential Structures Area Description(SQ FT) Existing Proposed $$value For Office Use Basement 0 0 First Floor 0 1,451 Second Floor 0 Covered Deck/Porch/Entry 0 32 Deck 0 0 Garage 0 565 Carport 0 0 Other(describe) 0 0 Area Totals 0 2,048 Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) 0 0 0 Proposed Addition 0 0 0 Tenant Improvement? 0 0 0 Other work(describe) 0 0 0 otals 0 0 Lot/Site Coverage Calculations Footprint(SQ FT)of all Structures: Lot Size: %Lot Coverage 9,600 sq. ft. 2,048 21% SQ FT Site coverage'(all impervious+ %Site Coverage structures) 2,810 29% 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) # 8 Boiler/Compressor 0 Heating/Cooling appliance # 0 repair/alteration Evaporative Cooler(attached,not # 0 Pellet Stove/Wood-burning/Gas # 0 portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 3 0 Furnace/Heat Pump/ Size: # 0 Ventilation System # 0 Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # 8 Fuel gas piping #of Outlets: 0 Water Heater # 1 Medical gas piping #of Outlets: 0 Water Line # 1 Vent piping # 4 Sewer Line # Industrial waste pretreatment # 1 0 interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX 0�?ORT..411, PRESCRIPTIVE APPROACH-SIMPLE FORM For the Washington State Energy Code(WSEC)2009 Edition Climate Zone 1 CITY GOVERNMENT Site Information: Building Department Use Only: Lot: Permit# Address: P30-7 V 180( Notes: City: Fbf I 4L14 le Le� J State: zip: Contact: L Phone: 2�) Phone 2: FAX: S=r) L(—J) C/q WSEC Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR SINGLE-FAMILY RESIDENTIAL OR DUPLEX' CLIMATE ZONE I- (Unlimited Glazing Option Only) a D W 11 wall Gl#i Glazing VwFactor 05��11 ;'Wall 'j," ng Va'41te n C Ain,g d _6 Interior 'Exterior Slab on Opitio ove - Floor Below Below Concrete F A ad� actor Grade _Vdetidal"",i� ra G de, radc R-49 III Unlimited 0.30 0.50 0.20 or R-38 R-21 R-21 R-10 R-30 R-10 R-38 int TB _U=0.029 2' adv This Project complies with the following: The project is a single-family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above. The project will meet all other provisions of the WSEC and VIAQ. The Project will take advantage of the following exceptions to the prescriptive option. 602.6 Exception 2. One unlabeled or untested exterior swinging door, 24 sq.ft. or less, m ay be installed per unit for ornamental, security, or architectural purposes. Location of the door taking this exception: El 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U-factor listed above. Location of the door(s)taking exception: Type of Heat Siourcc: 2cy�.) 'trCf,,C T:Forms/Building Division/Prescriptive Approach-Simple Form Patrick Bartholick From: Patrick Bartholick Sent: Wednesday, March 27, 2013 10:50 AM To: Bill Hale; Brian Anders; Dave Chastain; David Freed; Eric Walrath; Ernie Klimek; Jonathan Boehme; Ken Dubuc; Ken Loghry; Mike Puntenney; Patrick Bartholick; Roger Vess; Ron Becker; Sue Roberds; Terry Dah1quist; Timothy Amiot Subject: Building Permit Routing Please review the following application and enter approvals and comments in hte as soon as possible 1. 2303 W 12 Ih Street Permit#13-284 C. Anderson Homes 1451 sq ft SFR with 32 sq ft porch and 565 sq ft attached garage. 2. 2307 W 12t'St Permit# 13-285 C.Anderson Homes 1451 sq ft SFR with 32 sq ft porch and 565 sq ft attached garage. Pat Bartholick Code Compliance Officer 321 E Sth Street P.O.Box 1150 Port Angeles,WA 98362 Office: 360-417-4712 Fax: 360-417-4711 pbartholPcityofpa.us WIN: SOUND STRUCTUML SOLUTIONS S E N G I N E E R S C.Anderson Homes & Development Chris Anderson Client 1400 W Washington St, Suite 104-178 Sequim, WA 98382 W 360-504-1198 phone 360-504-1199 fax SSS# s1303013 Project Plan CA-1451 Identification 1 Story SFR WAC 196-23-070 This calculation package is intended for single use. Authorization for multiple constructions shall be noted here or in an accompanying document. Section Engineering Calculations 1 Lateral Analysis 2 Partial Framing 6628 212th Street SW,Suite 205 Lynnwood,WA 98036 Ph:425-778-1023 Fax: 206-260-7490 Lateral Analysi Sound Structural Solutions s1303013 6628 212th St SW,Suite 205 Lynnwood,WA 98036 PH:425-778-1023 - FAX:260-260-7490 Governing Code: All references in right margin are ASCE/SEI 7-05 unless specificly noted otherwise. General Design Criteria Design Loads Dead Live Snow Seismic (PSf) Mass ........... ........... .......... Roof 15 ............. 25 15 ........... Floor 10 40 10 .......... Wall 10 ':xxxxxxx�:j 10 Occupancy Category II TI-1 Wind Design Criteria Wind Importance Factor 1 1.00 T 6-1 Basic Wind Speed :100 mph F 6-1 Surface Roughness C 6.5.6.3 Wind Exposure Category C 6.5.6.3 Topographic Factor Kzt 1.00 6.5.7.2 Internal Pressure Coefficient .0.18 F 6-5 Earthguake Design Data Seismic Importance Factor 1 1.00 T 11.5-1 Seismic Design Category D T 11.6-1 Short Period Acceleration SS 1.117 Ch 22 1-Second Accelleration S, 0.476 Ch 22 Long-Period Transition Period TL 6 sec. F22-15 Spectral response coefficient SDS 0.78 Spectral response coefficient SDI 0.48 Site Classification D T20.3-1 Seis. Force Resisting System Table 12.2-1: A-13 T12.2-1 Transverse Longitudinal Response Modification Factor R 6.5 6.5 T12.2-1 Seismic Response Coefficient Cs 0.121 0.121 EQ 12.8-2 Design Base Shear 7569 lbs Analysis Procedure used Equiv. Lateral Force Procedure Ch 22.8 Section 12.8 Overstrength Factor Do 2.5 s1303013 130325—SSScalcs 130314 Section I DC Wind Loads Section 6.5 SEVASCE 7-05 Ridge Elevation 16 ft Eave Height 9 ft Least Horizontal Dimension, LHD 32 ft Transverse Direction Longitudinal Direction Roof Pitch 5 :12 Roof Pitch 5 :12 B Dimension 36 ft B Dimension 60 ft L Dimension 60 ft L Dimension 36 ft Wall Areas Transverse Direction (WW) Longitudinal Direction (WW) LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft) (Horiz Proj) (sq ft) (Horiz Proj) 1 2621sq ft I 601sq ft I 3091sq ft 368Fsq ft Transverse Direction (LW) Longitudinal Direction (LW) LEVEL Wall Area Roof Area LEVEL Wall Area Roof Area (sq ft) — -- (Horiz Proj) (sq ft) (Horiz Proj) 2621sq ft 601sq ft 1 3091sq ft 368 sq ft Wind Variables Basic Wind Speed 100 mph Directionality Factor, Kd 0.85 Buildings - MWFRS 6.5.4.4, T6-4 Wind Importance Factor 1.00 Surface Roughness C Open Terrain, scattered obstructions Wind Exposure Category C Topographic Factor,Kzt 1.00 Velocity Pres. Exp. Coeff. Kz 0.85 T6-3 Enclosure Classification Enclosed Building Internal Pressure Coefficients, GCpi 0.18 +/- End Zone Dimension, 2a 6.4 ft Note 9 F6-10 Mean Roof Height, h 12.5 ft Def 6.2 Velocity Pressure, qh 18.496 psf EQ 6-15 s1303013 130325—SSScalcs 130314 Section I WF(2) Design Wind Loads on Enclosed and Partially Enclosed Buildings Low-Rise Building Transverse Direction 1 2 3 4 5 6 1E 2E 3E 4E GCpf 0.54 -0.45 -0.47 -0.41 -0.45 -0.45 0.77 -0.72 -0.65 -0.60 Gcpi (+) 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 -Pressure,p 6.62 -11.73 -11.97 -10.99 -11.65 -11.65 10.93 -16.63 -15.32 -14.39 Gcpi -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 -0.18 1 -0.18 -0.18 -0.18 Pressure,p 13.28 -5.07 -5.311 -4.33 1 -4.99 1 -4.991 17.59 1 -9.97 1 -8.66 1 -7. Longitudinal Direction 1 2 3 4 5 6 1E 2E 3E 4E 0.54 -0.45 -0.47 -0.41 -0.45 -0.45 0.77 -0.72 -0.65 -0.60 ,Gcpi 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 Pressure,p 6.62 1-11.73 -11.97 -10-99 -11.65 -11.65 10.93 -16.63 -15.32 -14.39 Gcpi _0.18J -0.18 -0.18 -0-18 -0.18 -0-18 -0.18 -0.18 -0.18 -0.18 q Pressure,p 13.28 1 -5.07 -5.31 -4.33 -4.99 1 -4.991 17.59 1 -9.97 1 -8.66 1 -7.73 Main Wind Force Resisting ftstem - Design Loads I Direction Transverse Longitudinal Controlling Load Case TA+ LA+ 5727 10231 s1303013 130325-SSScalcs 130314 Section 1 WF(2) Earthguake Loads Section 9.0 SHASCE 7-05 Effective seismic weiqht at Story (k) I r.-f area(ft) floor area(ft2 story height(ft) trans-wall(ft) long-wall(ft) long-WX Diaphragm 1 [_2322 7.75 180 180 (lbs) F_348-30 13950 13950 41805 41805 Site Clasification and Criteria Selection Short Period Acceleration(0.2 sec S) Ss 1.117 1-Second Acceleration(1.0 sec SA) S, 0.476 Seismic Design Category D T20.3-1 Site Coeffiecient,Fa 1.053 T 11.4-1 Site Coeffiecient,Fv 1.524 T 11.4-2 Seismic Use Group 11 Seismic Importance Factor I E 1.00 Site Classification D Response Modification Factor Transverse Longitudinal R 6.5 R 6.5 Design Spectral Response Acceleration Parameters Substitute equations 11.4-1 &11.4-2 into 11.4-3&11.4-4 respectively, 2 S DS= 3 F a's s SIDS 0.78 EO 7 7.4-114-3 2 S D1=3 F v*S 1 SD1 0.48 EQ 11.4-214-4 Equivalent Lateral Force Procedure, Seismic base shear Transverse Longitudinal Ct 0.020 0.020 T 12.8-2 X= 0.75 0.75 T 12.8-2 T= 0.102 sec 0.102 sec EQ 12.8-7 hn= 9 ft TL= 6 sec Transverse Longitudinal Cs= 0.121 0.121 lbs EQ 12.8-2 (Maximum) Cs= 0.731 0.731 lbs EQ 128-318.4 (Minimum) Cs= 0.010 0.010 lbs EQ 72.8-5 (Minimum) Cs= 0.010 0.010 lbs EQ 72.8-6 Transverse Longitudinal V 7569 7569 lbs EQ 72.8-1 s1303013 130325—SSScaics 130314 Section 1 EF Vertical Distribution,Forces at each level 12.8.3 k= 1.00 Trans Long Diaphragm w. w. h. w.hx' Cvxq 1 41805 41805 8.75 1365793.751 1.000 365793.75 V 7569 7569 lbs Diaphragm ITransverse ILongitudinal I 1 1 7569 1 7569 Ilbs s1303013 130325—SSScalcs 130314 Section 1 EF Allowable Stress Design Loads per ASCE 7-05 Ch 2.4 Wind Load Combination Seismic Load Combination 0.6D+W+H (0.6-0.14SDs)D+0.7pQE+H %of DL used in OT %of DL used in OT 60% 49% Wind Design Loads F, Seismic Design Loads,F, p 1.30 72.3.4.2 ransverse Longitudinal Transverse Longlitudinal Diaphragm Force(lbs) Force(lbs) Diaphragm Force(lbs) Force(lbs) 1 5727 10231 1 6888 6888 Principle of Mechanics-cont., Where, V Shear per linear foot of shearwall w width of shearwall D h height of shearwall D resisting dead load centered over shearwall V ve 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.-, Force from the SW's above that transfers to the SW's,lbs VTX Total force in the SW's(VID,+VTx,I),lbs V—ABOUT C� L Total length of SW's(I vv), feet(ft) V Linear force in the SW's(VTx/L),pounds per foot(plf) VF Greater of v induced by wind or earthquake,plf W Max T, Maximum uplift force of the SW's,lbs Free Body Diagram of a ShearWall VS Greater of v in the sheathing induced by wind per 2306.4.1 or earthquake per 2305.3.4,plf w Width of SW,ft h Height of SW,ft cl, Tributary distance of roof(used to calculate D)along the width of the SW,ft d,,, Tributary distance of roof(used to calculate P)adjacent to the width of the SW,ft df Tributary distance of floor(used to calculate D)along the width of the SW,ft dfa Tributary distance of floor(used to calculate P)adjacent to the width of the SW,ft Twx+1 Wind uplift force of the SW above that transfers to the SW, lbs TWX Wind uplift force of the SW, lbs Tex+, Earthquake uplift force of the SW above that transfers to the SW, lbs Tex Earthquake uplift force of the SW,lbs s1303013 130325—SSScalcs 130314 Section 1 DL Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear Trans v, w h dr cl, df df. Twx., Twx Te.,, Tex WIND E-QUAKE 82 14.48 7.75 17 2 -986 -601 VTX+1 82 7.02 7.75 17 17 -765 -421 %of Vx 50.0% 50.0% 82 8.63 7.75 17 17 -925 -552 VDX 2864 3444 82 7.38 7.75 17 17 -800 -450 VTx 2864 3444 82 4.50 7.75 17 1 2 10 212 v 68 82 Max Tx 10 212 L VF V, 42.00 82 82 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear 2 1 Trans v, w h dr cl, df dfa Tw.+j Tw. Te.., Tex WIND E-QUAKE 104 4.00 7.75 2 2 469 640 VTX+1 104 1 4.00 7.75 2 2 469 640 %of V. 50.0% 50.0%' 104 12.31 7.75 17 17 -1154 -685 VD, 2864 3444 105 3.83 7.75 17 17 -308 6 VTX 2864 3444 104 5.10 7.75 17 17 -435 -98 v 86 104 104 4.00 7.75 17 2 199 420 Max Tx 469 640 L VF V, 33.25 104 105 S1303013 130325—SSScalcs 130314 Section 1 FIR Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear A 1 Long V, w h dr dra df dfa Twx+j Twx Tex,, Tex WIND E-QUAKE 101 36.00 7.75 2 -60 -207 VTx,l %of Vx 50.0% 50.0% VD, 5115 3444 VTx 5115 3444 v 142 96 Max Tx L VF vs 36.00 142 101 Wall Line Story(x) Direction Sheathing SW Dimensions Tributary Dead Loads Wind Uplift Earthquake Uplift Shear B 1 Long vs w h dr dra df df,, Twx.,, Twx Tex+I Tex WIND E-QUAKE 114 32.00 7.75 2 17 -386 -493 VTx+1 %of Vx 50.0% 50.0% VDx 5115 3444 VTX 5115 3444 v 160 108 Max Tx VF vs 32.00 160 114 s1303013 130325—SSScaics 130314 Section I SS Shear Transfer Connections Fasteners and Spacing FA (A V) V) Ln 0 0 :2 :2 :2 :2 �2 :2 :2 Ln '.0 a) Ln C) Ln I- ko 00 N 00 M V- Ln 00 —4 M 'Zr ko 1-4 LD M N ko M 1-i rq 2x Plates 3x Plates �b Ln Lr) Ln U N ri) x x x x U ro Ln N < C) 0 C) 1-4 Ln V- 00 CT' M .0 M (A N —4 < CU. 0 < < < 0 0 Ln 0 0 E Lan CL 4� ;5- 41 E C� .2 = -2 E (0 F- E E 00 N 00 CL t.0 Ln LL , m R Uj Ln I Ln Ln A 150 11 9 55 27 12 38 16 101 75 110 N B 207 8 40 20 8 28 12 59 54 79 '0" 265 6 31 is 6 21 9 42 42 62 NMI M"'� X� 332 5 25 12 5 17 7 31 34 49 0000,11 350 4 11 5 16 7 29 32 47 23 INS 450 3 9 4 12 5 21 12 18 18 600 2 Jill � 13 6 3 9 4 15 9 13 NIB M 780 2 5 2 7 3 11 10 7 26 900 1.5 9 4 2 6 2 10 "�'\........ 15 22 935 1.5 8 4 1 6 2 9 14 21 1190 —1.0 7 3 1 4 2 7 1.1 17 Shearwall Capacities from ANSI/AF&PA SDPWS-2008 Table 43A MINIMUM m NOMINAL PANEL DF DF Nail or Staple size THICKNESS @ 16" oc @ 24" oc (A R (inch) 6 240 7/16" 8d @ 6"oc 260 240 6 350 7/16" 8d @ 4"oc 380 350 4 450 7/16" 8d @ Yoc 490 450 3 585 7/16" 8d @ 2"oc 640 585 2 700 7/16" BOTH SIDES 8d @ 4"oc 760 700 44 900 7/16" BOTH SIDES 8d @ Yoc 980 900 33 1170 7/16" BOTH SIDES 8d @ 2"---F 1280 1170 2'2 1 oc 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 Iset of capacities is needed for simplicity. sheathing... s1303013 130325—SSScalcs 130314 Section I 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 I then multiplied by the Toe-Nail Factor SECTION 11.5.4 [pg78 NDS] for nominal lateral design values Ctn=0.83 [3] the A35 is used in loading condition 4 in an F1 direction of load according to Simpson designations for SPF/HF Lateral(133/160) Z=450 lbs [pg146 C-2005] [4] per TER No. 1105-02; HF roof truss, DF wall top plate --> use HF values [5] for SP5F/HF Lateral(133/160) Z=130 lbs [pg142 C-2005] [6] the H1 is used in an F1 loading according to Simpson designations for SPF/HF Lateral(133/160) Z=415 lbs [pg142 C-2005] [7] the DTC is used in an F2 loading according to Simpson designations for SPF/HF Lateral(133/160) Z=210 lbs [pg112 C-2005] [8] TABLE 11E [pg85 NDS] Z=570 lbs for a 1/2" diameter bolt in 1-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3-inch nominal member. Exception: With design load less than 600plf the sill plate is permitted to be a 2-inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [9] TABLE 11E [pg85 NDS] Z=830 lbs for a 5/8" diameter bolt in 1-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] Sill plates resisting a design load greater than 350 plf shall not be less than a 3-inch nominal member. Exception: With design load less than 600plf the sill plate is permitted to be a 2-inch nominal member if the sill plate is anchored by two times the number of bolts requiredby design. [10] TABLE 11E [pg85 NDS] Z=700 lbs for a 1/2" diameter bolt in 2-1/2" side member of Hem-Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] [11] TABLE 11E [pg85 NDS] Z=1040 lbs for a 5/8" diameter bolt in 2-1/2" side member of Hem- Fir G=0.43 and multiplied by the load duration factor TABLE 10.3.1 [pg58 NDS] for wind/earthquake which is CD=1.6 found in TABLE 2.3.2 [pg9 NDS] s1303013 130325—SSScalcs 130314 Section I ST Horizontal Diaj2hragm Calculations ANSI/AF&PA SDPWS-2008 Unblocked DF Unblocked HF Table 4.2C Panel Thickness Nails Case 1 11 other Case 1 All other Roof Diaphragm 7/16" 8d 230 170 213.9 158.1 Floor Diaphragm 23/32" (19/32") 10d 285 215 265.05 199.95 The minimum depth of horizontal diaphragm required to provide shear capacity for SEISMIC forces Ehe minimum depth of horizontal diaphragm required to rovide shear capacity for WIND forces P Shear TeShear Shea7 ci Middle Roof or p a Stress Stress 17 Line Story Wind Seismic orend Floor Case Cap. len'th "'i nd) (Seis) 1 1 2,864 3,444 E R All other 158.1 18.1 21.8 2 1 2,864 , 3,444 E R All other 158.1 18.1 21.8 rA 1 5,115 3,444 E R Case 1 213.9 23.9 16.1 B 1 5,115 3,444 E R Case 1 213.9 23.5' 16.1 s1303013 130325—SSScalcs 130314 Section 1 HD Shear Wall Summa Dead Live Snow Seismass Basic Wind Speed 100 .... ...... ........................ Roof 15 25 15 Topographic Factor,Kzt 1.00 Floor 10 40 10 Surface Roughness C ...... ........ . ........... Wall 10 ....... 10 Wind Exposure Category C Short Period Acceleration Ss 1.1170 1-Second Acceleration S, 0.4760 % % Width SW VF Stressed VS Stressed Uplift Holdown Notes cf) 1 1 42.00 A 6 82 55% 82 34% 2 1 33.25 A 6 104 69% 105 44% A 1 36.00 A 6 142 95% 101 42% B 1 32.00 B 1 6 1 160 77% 114 48% s1303013 130325—SSScalcs 130314 Section 1 SW -1\S13 _iilcl Wood Beam File=N\Serve.�sss\J,O.b.s\sl3�S13030,�l.AND�W01303 ENERCALC,INC.1983�2012,Build.612.12.7,Ver.6.1 1.131, Description CODEREFERENCES Calculations per NDS 2005 Load Combination Set:2006 IBC&ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 875 psi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Flo-Compr 875 psi Ebend-xx 1300ksi Fc-PrIl 600 psi Eminbend-xx 470 ksi Wood Species Douglas Fir-Larch Fc-Perp 625 psi Wood Grade No.2 Fv 170 psi Ft 425 psi Density 32.21 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling .......... ................. ................................................................. .......... ...... ..................... ...............------- .............. ............... D(O.347) S(O.433) 6x8 Span 5.0 ft ................................ - -------- .................. Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: D 0.3470, S 0.4330, Tributary Width 1.0 fl DESIGN SUMMA R Y ....................................................... .......... ------------- Maximum Bending Stress Ratio 0.564 1 Maximum Shear Stress Ratio 0.363 : 1 Section used for this span 6x8 Section used for this span 6x8 fb:Actual 567.27 psi fv:Actual 70.91 psi' FIB:Allowable 1,006.25psi Fv:Allowable 195.50 psi' Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 2.500ft Location of maximum on span 0.000ft Span#1 Span#where maximum occurs Span#1 Span#where maximum occurs Maximum Deflection Max Downward L+Lr+S Deflection 0.024 in Ratio 2462 Max Upward L+Lr+S Deflection 0.000 in Ratio 0 <360 Max Downward Total Deflection 0.044 in Ratio 1367 Max Upward Total Deflection 0.000 in Ratio 0 <240 ..........-......................................................................................................... .......................... .......................... ............................... ............... .................................................... ............... ............................................................................. Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.%"Defl Location in Span Load Combination Max."+�'Defl Location in Span D+S 1 0.0439 2.518 0.0000 0.000 Vertical Reactions-Unfactored Support notation Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimurn 1.950 1.950 D Only 0.868 0.868 S Only 1.083 1.083 D+S 1.950 1.950 Section 2 -1.ANMW01.303-103030-1�EC6 File=\\ServeASSSQobs\s1 3030130, Wood Beam. ENERCALC,INC.:.198372012,Build:6.12.12.7,Ver.6.13:1 at: MaIL-Mm=I WE Description 1-2 CODE REFERENCES Calculations per NDS 2005 Load Combination Set: 2006 IBC&ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasttcq Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 900.0 psi Ebend-xx 1,600.Oksi Fc-PrIl 1,350.0 psi Eminbend-xx 580.Oksi Wood Species Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling .............................................. ----------- ........... ...... ....... D(O.06) S(O.075) 4xl 2 Span 16.250 ft ............ .................... .................. ........... Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load D=0.060, S &0750, Tributary Width 1.0 fi DESIGN SUMMARY .............-11--11,11,11,11,....................................____.________..........................__.......... .................. ...................... Naximurn Bending Stress Ratio 0.63a 1 Maximum Shear Stress Ratio 0.202 : 1 Section used for this span 4xl 2 Section used for this span 4x1 2 flo:Actual 724.29psi fv:Actual 41.79 psi FB:Allowable 1,138.50 psi Fv:Allowable 207.00 psi' Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 8.125ft Location of maximum on span 0.000ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.178 in Ratio= 1094 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.321 in Ratio= 608 Max Upward Total Deflection 0.000 in Ratio= 0 <240 ........................... .................................... .............. ........... .............................. ......................... ............. ........................ .........................................................-........................................................... .................. Overall Maximum Deflections-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max.'Y'Defl Location in Span D+S 1 0.3206 8.184 0.0000 0.000 Vertical Reactions-Unfactored Support notation Far left is#1 Values in KIPS Load Combination Support I Support 2 Overall MAXimum 1.097 1.097 D Only 0.488 0.488 S Only 0.609 0.609 D+S 1.097 1.097 Section 2 Wood Beam File=.\\,ServoAsss\Jobs\sl3NS13030�l.AND\WO1303-1\SI30Yo-1 EC6 ENERCALQ INC.1983-2012,Build.6.Q.12,7,Ver:6.13.1.31 Description 1-3 CODE REFERENCES Calculations per NDS 2005 Load Combination Set:2006 IBC&ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination 2006 IBC&ASCE 7-05 Fb-Compr 900.0 psi Ebend-xx 1,600.Oksi Fc-Pril 1,350.0 psi Eminbend-xx 580.Oksi Wood Species Douglas Fir-Larch Fc-Perp 625.0 psi Wood Grade No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling ..................... .......... ................. ................... -------------- ......................... D(O.107) S(Q.133) '2 4x6 Span 4.0 ft .......................... .............. ............... .......... .............. Applied Loads Service loads entered. Load Factors will be applied for calculations, Uniform Load D 0.1070, S 0.1330, Tributary Width 1.0 fl DESIGNSUMMARY ............................ .............. ........ ................... MEW Bending Stress Ratio 0.2431 Maximum Shear Stress Ratio 0.181 : 1 Section used for this span 4x6 Section used for this span 4x6 fb:Actual 326.42 psi fv:Actual 37.40 psii FB:Allowable 1,345.50 psi Fv:Allowable 207.00 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 2.000ft Location of maximum on span 0.000ft Span#where maximum occurs Span#I Span#where maximum occurs Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.010 in Ratio 4836 Max Upward L+Lr+S Deflection 0.000 in Ratio 0<360 Max Downward Total Deflection 0.018 in Ratio 2680 Max Upward Total Deflection Ratio 0.000 in 0 <240 ................ ........................ ..................... ....................... .................................... ..............-............................... ....................... ......................... ................. .......................... ......................................................... Overall Maximum Deflections-Unfactored Loads Load Combination Span Max. '2'Defl Location in Span Load Combination Max."-+�'Defl Location in Span D+S 1 0.0179 2.015 0.0000 0.000 Vertical Reactions-Unfactored Support notation Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.480 0.480 D Only 0.214 0.214 S Only 0.266 0.266 D+S 0.480 0.480 Section 2