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Home My WebLink About1521 W. 15th Street Address: 1521 W 15th Street PREPARED 12/12/14, 12:06:37 INSPECTION TICKET PAGE 1 coop CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY •- DATE 12/12/14 ADDRESS : 1521 W 15TH ST SUBDIV: CONTRACTOR GROFFS CONSTRUCTION LLC PHONE (360) 477-1405 OWNER ICARUS HALL PHONE (360) 460-8760 PARCEL 06-30-00-0-4-0873-0000- APPL NUMBER: 14-00000187 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLEW O1 3/06/14 JLL BLDG FOUND FTG/STEM WALL 3/06/14 AP March 6, 2014 3:57:23 PM jlierly. March 6, 2014 3:57:45 PM jlierly. BFF O1 3/12/14 JLL BLDG FLOOR FRAMING 3/12/14 AP March 12, 2014 2:33:34 PM pbarthol. Casey 460-8891 March 12, 2014 4:31:37 PM jlierly. BL9 01 4/08/14 JLL BLDG SHEARWALL 4/08/14 AP April 8, 2014 2:31:46 PM pbarthol. April 8, 2014 3:56:01 PM jlierly. BAIR 01 4/17/14 JLL BLDG AIR SEAL 4/17/14 AP April 16, 2014 12:52:53 PM jlierly. April 17, 2014 3:45:33 PM jlierly. BL3 01 4/17/14 JLL BLDG FRAMING 4/17/14 AP April 16, 2014 12:53:09 PM jlierly. April 17, 2014 3:45:33 PM jlierly. BLI O1 4/21/14 PB BLDG INSULATION 4/21/14 AP April 21, 2014 8:24:02 AM pbarthol. April 21, 2014 3:57:29 PM pbarthol. PL6 01 4/28/14 RV PLUMBING WATER SUPPLY 4/28/14 AP April 30, 2014 11:49:28 AM rvess. April 30, 2014 11:50:35 AM rvess. BLDR O1 5/02/14 JLL BLDG DRYWALL IBWP 5/02/14 AP May 2, 2014 9:06:25 AM pbarthol. Casey 460-8891 May 2, 2014 4:22:42 PM jlierly. PW99 01 7/25/14 RV PUBLIC WORKS FINAL 7/28/14 AP July 28, 2014 1:15:26 PM rvess. July 28, 2014 1:15:42 PM rvess. BL99 01 1242/14 JL BLDG FINAL y-- lowDecember 12, 2014 9:09:31 AM permits. Casey 460-8891 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 12/ 2/14 J MECHANICAL FINAL �- December 12, 2014 9:13:49 AM permits. Casey 460-8891 -- -- - - - -- ------- ------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 4/08/14 JLL PLUMBING ROUGH-IN --------------- CONTINUED ONTO NEXT PAGE ----------------------------------- /' PREPARED 12/12/14, 12:06:37 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/12/14 ------------------------------------------------------------------------------------------------ ADDRESS 1521 W 15TH ST SUBDIV: CONTRACTOR GROFFS CONSTRUCTION LLC PHONE (360) 477-1405 OWNER ICARUS HALL PHONE (360) 460-8760 PARCEL 06-30-00-0-4-0873-0000- APPL NUMBER: 14-00000187 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -———----------------------------------—---------- 4/08/14 AP April 8, 2014 1:30:27 PM pbarthol. John 460-6902 April 8, 2014 1:49:28 PM pbarthol. April 8, 2014 3:56:01 PM jlierly. PL6 01 4/29/14 JLL PLUMBING WATER SUPPLY 4/29/14 AP April 29, 2014 12:09:38 PM pbarthol. Casey 460-8891 April 29, 2014 4:04:56 PM jlierly. PL99 01 12/12/14 JLL PLUMBING FINAL December 12, 2014 9:14:37 AM permits. Casey 460-8891 --------------------------- -- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000187 Date 3/06/14 Application pin number . . . 690615 Property Address . . . . . . 1521 W 15TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-4-0873-0000- REPORT SALES TAX I� Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7'RESDNTL SINGLE FAMILY ,l e �f Application valuation . . . . 145139 (Location Code 0502) ----------- Application desc 1499sq ft house / 562sq ft garage / 72sq ft porch ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ICARUS HALL GROFFS CONSTRUCTION LLC 204 N TARA LN PO BOX 1659 PORT ANGELES WA 98362 PORT ANGELES WA 98362 rf (360) 460-8760 (360) 477-1405 ----------------------------------------------------------------------------- Permit . . . BUILDING PERMIT -RESIDENTIAL A Additional desc 2133 SQ FT SFR lei` Permit Fee . . . . 1277.85 Plan Check Fee 830.60 Issue Date . . . . 3/06/14. Valuation . . . . 145139 Expiration Date . . 9/02/14 . Qty Unit Charge Per Extension BASE FEE 1020.25 1 46.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 257.60 --------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 149.15 Plan Check Fee .00 Issue Date . . . . 3/06/14 Valuation . . . . 0 Expiration Date . . 9/02/14 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 14.50 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 �- 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 74.00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . . . 170.00 Plan Check Fee .00 Issue Date . . . . 3/06/14 valuation 0 Expiration Date 9/02/14 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 1.00 7.0000 EA PL-WATER LINE 7.00 5.00 7.0000 EA PL-DRAIN VENT PIPING 35.00 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 sta a or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab [Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit % CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000187 Date 3/06/14 Application pin number 690615 REPORT SALES TAX Qty Unit Charge Per Extension 1.00 7.0000 EA PL-WATER HEATER 7.00 on your state excise tax form --- - - - - - ----- - - - - -- --- - ----- ---- - - ----------------------- to the City of Port Angeles Permit PUBLIC WORKS RES WATER SERV Additional desc . . 5/8" DROP IN WATER METER (Location Code 0502) Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 3/06/14 Valuation . . . . 145139 Expiration Date 9/02/14 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 ---------------------------------------------------------------------------- Permit . . . SANITARY SEWER HOOK UP Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 3/06/14 Valuation . . . . 145139 Expiration Date 9/02/14 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments 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. March 6, 2014 11:52:08 AM sroberds. The permit will result in construction of an sfr in the RS-7 for total lot and site cov of 30%. No land use issues anticipated. Electrical load calculations and electrical permits are required. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and.driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public Works,prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 The contractor/sub contractor making the connection to an existing water meter is responsible to adjust water meter depth so that there is a minimum of 4 inches of clearance between the bottom of the meter box lid and the top of the meter. Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiiin 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_/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 . . . . . 14-00000187 Date 3/06/14 Application pin number . . . 690615 -------- --------------- --------------------------------------- REPORT SALES TAX Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 On our state excise tax form SEWER SYSTEM DELV CHARGE 2260.00 Y STATE SURCHARGE 4.50 to the City of Port Angeles PW WATER SYSTEM USE FEE 226000 - . (Location Code 0502) Fee summary Charged Paid Credited Due Permit Fee Total 2167.00 2167.00 .00 .00 Plan Check Total 830.60 830.60 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 8292.10 8292.10 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted 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 1131ocking&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 °FP°RTS° CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 14-00000187 Date 3/27/14 Application pin number . . . 690615 Property Address . . . . . . 1521 W 15TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-4-0873-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name . . . on your State excise fax form Property Use to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 145139 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 1499sq ft house / 562sq ft garage / 72sq ft porch ---------------------------------------------------------------------------- Owner Contractor ICARUS HALL GROFFS CONSTRUCTION-LLC 204 N TARA IN PO BOX 1659 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 460-8760 (360) 477-1405 ----------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 5/8" DROP IN WATER METER' Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . 3/06/14 Valuation . . . . 145139 Expiration Date 9/08/14 Qty Unit Charge Per Extension 1.00 420.0000 EA PW WATER METER DROP IN 420.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . 3/06/14 Valuation . . . . 145139 Expiration Date . . 9/08/14 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments 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. March 6, 2014 11:52:08 AM sroberds. The permit will result in construction of an sfr in the RS-7 for total lot and site cov of 30%. No land use issues anticipated. Electrical load calculations and electrical permits are required. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Trench safety per applicable laws. Temp erosion control and 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 a 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. 417-4750 PLANNING DEPT. BUILDING 417- BUILDING 4815 T:Forms/Building Division/Public Works Permit CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 4 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 14-00000187 Date 3/27/14 Application pin number . . . 690615 ------------------------- ----------------------- --------- REPORT SALES TAX Special Notes and Comments our state excise tax form surface restoration responsibility of applicant. Contact On Y City inspector prior to start of work @ 360 417-4831. No to the City of Port Angeles attachment to sanitary sewer of stormwater roof leaders, (Location Code 0502) foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 The contractor/sub contractor making the connection to an existing water meter is responsible to adjust water meter depth so that there is a minimum of 4 inches of clearance between the bottom of the meter box lid and the top of the meter. ---------------------------------------------------------------------------- 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 570.00 570.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 5864.50 5864.50 .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. 417-4750 PLANNING DEPT. BUILDING 417- BUILDING 4815 T:Fonns/Building Division/Public Works Permit / TTY Y. S For City Use CITY of Permit# 4 W A s H i N G T o N, U . s. Date Received: ?-' " t 321 E 51h Street Date Approved Port Angeles,WA 9836 �� 1 P:360-417-4817 F:360-417-4711 Email: permitsPdtvoFpa.us BUILIDING PERMIT APPLICATION Project Address: ' Phone: Prima Contact: Email. NameG ^ (r� 7/ Phone 7 9 2 0 ( Property Mailin Address `O Email Owner 1i City i � / State 1 L Name 2�C Phone r� 8 Contractor Address C,►`- Email C/ Information city �L E 9 ` State Zip fa Z. Contractors License# KO C* RG Exp.Date: l f Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) Residential ® 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 ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System? Irrigation System? Proposed Bathrooms —7 roposed Bedrooms Yes E3 No is Yes ® No ®- 3 Project Description Is project in a Flood Zone: Yes ® No 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 Print Name Si nature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor �T7 Second Floor Covered Deck/Porch/Entry '7 2, Deck(over 30"or 2.-d floor) Garage 136) Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$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) Site Coverage (Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) 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 # repair/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 # / Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4.17-13.docx A4W L- 09 CA NINII� C yt-, -Z;7.1 0 'USS TT 3° k 3t , Y 74 h{ l: •� 1 F� D '��v, k l d no t be , fi r f3 IIU4J — r ,' a �(7Y, R +tr 5 + 'LODC� , _—._ � � _ - VV:... I .'�r�` � .1�. I(J 4 p � �' �.+'iu• :11..�� S,/ti:�IM�F� fi, _y�.0'� J -.F* 4+� 1�,� t �t Ot 4 R Ic l t . „ r �._1 1 ., �-��3�yI ' .+ } :K'.��,,n� ;,,� '�7 �',•.M'�''C x �� .ti:r�r�i'J�.�{ay F�.�"� iID.' W5f...:• v Ap, t Prescriptive Energy Code Compliance for All'Climate Zones in Washington Project Information Contact Information KC Groff Drafting Solutions W 15th Street PO Box 1246 Port Angeles, WA 98363 Port Angeles, WA 98362 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Valuea LI-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 Wal19,k,1 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wallgk 10/15/21 int+TB 0.042 Slabs 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: F�11.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. F�2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. F-1 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 F-1 0.5 lb Efficient Building Envelope lb 1.0 F1 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 F-1 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 F-1 3d High Efficiency HVAC 3d 1.0 Q 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 F-1 5b Efficient Water Heating 1.5 D 6 Renewable Electric Energy 0.5 "1200 kwh 0.0 Total Credits 0.50 *Please refer to Table R406.2 for complete option descriptions http://www.enerey.wsu.edu/Documents/2012%20Res%20Enerey.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. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 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 R30 g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so"13.+5" means R-13 cav 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 mini Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation re Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as spe Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:KC Groff ADDRESS:Port Angeles,WA,98362 l WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER No Wall Line 1-1 Wall Line 2-1 Braced-Wall-Line Location1st of 1-story 1 1st of 1-story _._ ___ - .__..- _ —___ _ - ____ ___.______ . ____-_._.__ 'Eave to Ridge Height :5 ft 5 ft Braced-Wall-Line Spacing 24.00 ft 24.00 ft Braced-Wall-Line Length 24.00 ft 24.00 ft Wall Height 9 ft 9 ft Bracing Method WSP 'WSP GB Construction Type N/A N/A Gypsum Wall Board on Inside Yes Yes Horizontal Joints Blocked ,Yes Yes Holdown Device Used No No _ >8psf&=15 1>8psf&-15 Wall Dead Load psf psf { Roof/Ceiling Dead Load =15 psf =15 psf OEM 'Tabulated Wind Bracing Amount . - - - - - - - - 5.8 ft - - - - - - 5.8 ft - ',Exposure Height Factor L2 ;L2 Eave-to-Ridge Height Factor 0.7 0.7 ! Wind Wall Height Factor 10.95 0.95 Number ofBWL Factor 1 I Holdown Factor !1 I {Blocked Joint Factor I 1 Gypsum on Inside Factor 1 I Wind GB Construction Factor Required Wind Bracing Amount 4.63 R 4.63 ft 'Tabulated Seismic Bracing Amount .6 ft 1 6 ft Seismic Wall Height Factor !1 I BWL Spacing Factor Blocked Joint Factor i Gypsum on Inside Factor ] 1 Seismic GB Construction Factor 1 1 i Wall Dead Load Factor 1 ] Roof Dead Load Factor t •I - -- -- - - -- - - -- _-- -'----- - - -' ------------ - - -- -- - --'- ---- VeneerFactor 1 t j i Required Seismic Bracing Amount '6 ft 6 ft www.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie Length of Wall Bracing Required G ft !6 ft NOTES I. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,Dl,or D2 are subject to the wind and seismic requirements ofthe IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section 8602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall Iines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall Shearwalls='Presciptive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section 8602.10.2.3 are satisfied. WARNINGS . For buildings ip SI)C D0,Dl,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,D1,or D2 in accordance with Section R602.10.4.1 item 43. www.strongtie.com/webapps/bracedWall This is page 2 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:KC Groff ADDRESS:Port Angeles,WA,98362 WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER.No Wall Line 1-1 'Wall Line 2-1 .Wall Line 3-1 Braced-Wall-Line Location 1st of I-story Ist of I-story Ist of 1-story Eave to Ridge Height 5 ft 5 ft 5 ft Braced-Wall-Line Spacing 18.00 ft ;18.00 ft :12.00 ft Braced-Wall-Line Length 50.00 ft 50.00 ft .50 00 It Wall Height 8 ft :8 ft :8 ft Bracing Method WSP GB - -_ '--�- - WSP GB Double GB Construction Type N/A sided 4"O.0 N/A Fastening ..— - - - - - - ---- -- --- --------- ---------------- --- -- ------------------------- Gypsum -----------------------Gypsum Wall Board on Inside ;Yes N/A Yes - Horizontal Joints Blocked `Yes ;Yes Yes Holdown Device Used No No No Wall Dead Load >8 psf&=15 '>8 psf&=15 >8 psf&=15 ;psf .psf 'psf Roof/Ceiling Dead Load =15 psf =15 psf =15 psf Tabulated Wind Bracing Amount 4.5 ft 7.7 It 3 ft Exposure Height Factor •1.2 1.2 L2 j Eave-to-Ridge Height Factor 0.7- - - - - '0.7 -----_-__- - - --- -- .0.7 _ ----- - Wind Wall Height Factor -0.9 0.9 0.9 Number of BWL Factor 13 1.3 1.3 Holdown Factor I I 1 Blocked Joint Factor 1 1 •1 Gypsum on Inside Factor 1 1 I Wind GB Construction Factor 1 0.7 'I i- Required Wind Bracing Amount 4.42 ft 5.3 ft 2.95 ft Tabulated Seismic Bracing Amount 12.5 ft 20 ft •12.5 ft Seismic Wall Height Factor 1 I 1 BWL Spacing Factor 1 I 1 Blocked Joint Factor I I I Gypsum on Inside Factor I 1 I 'Seismic GB Construction Factor 1 •1 •.1 j Wall Dead Load Factor Roof Dead Load Factor I ;I I Veneer Factor I I I Required Seismic Bracing Amount 12.5 ft 20 ft 12.5 ft www.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie Lengtlt of Wall Bracing Required 12.5 ft 20 ft 12.5 ft NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the I RC and complies with the wall-bracing requirements of Sections R602.10,R602.1 I and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,DI,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and'1'able 8602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section 8602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall Iines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall ShearlvallA Prescintive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tien Wood and Steel Strong-Wall shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table 8602.10.1.3 are satisfied. 9. Florizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS I. For buildings in SDC D0,DI,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of'rable R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,Dl,or D2 in accordance with Section R602.10.4.1 item#3. www.strongtie.com/webapps/bracedWall This is page 2 of 2 Simpson Strong-Tie 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:KC Groff ADDRESS:Port Angeles,WA,98362 WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER No Wall Line A-1 Wall Line B-1 Wall Line C-1 Braced-Wall-Line Location lst of l-story Ist of I-story Ist of 1-story I Eave to Ridge Height 5 ft 5 ft 5 ft Braced-Wall-Line Spacing 24.00 ft 24.00 ft 24.00 ft Braced-Wall-Line Length 30.00 ft 30.00 ft 30.00 ft Wall Height 8 ft 8 ft .8 ft Bracing Method WSP •GB - -- - - --- " WSP GB Double i GB Construction Type 'N/A sided 4"O.0 `N/A Fastening -------- - ----- ---------. _.. .--------------- -- - - - -- --- -- -- -- - Gypsum Wall Board on Insides Yes N/A Yes Horizontal Joints Blocked Yes Yes Yes Holdown Device Used i No No No Wall Dead Load >8psf&=15 •>8psf&=15 >8psf&=15 !psf ,psf 'psf Roof/Ceiling Dead Load =15 psf •=15 psf `=15 psf Tabulated Wind Bracing Amount 15,8 ft 9.9 ft 5.8 ft Exposure Height Factor 1.2 1.2 L2 Eave-to-Ridge Height Factor ;0.7 0.7 0.7 I Wind Wall Height Factor 0.9 0.9 0.9 Number of BWL Factor :1.3 1.3 1.3 Holdown Factor 1 I 1 Blocked Joint Factor 1 I I Gypsum on Inside Factor 1 (I I Wind GB Construction Factor i 1 0.7 _1 Required Wind Bracing Amount `5.7 ft 6.81 ft 5.7 ft Tabulated Seismic Bracing Amount 7.5 ft 12 ft 7.5 It " Seismic Wall Height Factor 1 1 1 BWL Spacing Factor Blocked Joint Factor 1 1 1 Gypsum on Inside Factor Seismic GB Construction Factor Wall Dead Load Factor 1 I 1 .. .. ----------'-- - ------------ ----.__._. -.. --._--- - —.._. -- --- - -------- - -- ------- - - --- Roof Dead Load Factor Veneer Factor l I 1 Required Seismic Bracing Amount 17,5 ft 12 ft 7.5 ft www.strongtie.com/webapps/bracedWall This is page 1 of 2 Simpson Strong-Tie Length of Wall Bracing Required _ 75 ft _ _ _ ' _ ' _ 12 ft 7S ft _ _ ..j NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.1 I and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,Dl,or D2 are subject to the wind and seismic requirements ofthe IRC. The length ofwall bracing shall be the greater ofthat required by Table R602.10.3(1)based on wind speed,and Table 8602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall Iines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater ofthe distance between two adjacent braced-wall lines or the average ofthe distance as selected by the designer. 7. Refer to the Strong-Wall SheanvallsE Presciptive Design Guide for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tien Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall Panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions ofthe IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B orwhere the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,D1,or D2 in accordance with Section R602.10.4.1 item#3. www.strongtie.com/webapps/bracedWall This is page 2 of 2 1413 5 •�> -i `�'t � to : -. c rJ 1419 1529 t AV ^ t 1517 At- In 4 #Yy, riF w tt Ir 1526 h , 4 �a w W Ivw(UP How to Order Pro Developed by: Forum Engi Enter Data Print version Setup (: Beam or Girder r Joist or Rafter - — --- — Member# Garage Door Hdr Member at Roof Location : Main Floor Repetitive Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes Dimensiu i _i,:, ue,_ Grade= No.1 &Btr Moisture Content <19i >19% Span(L)= 16 ft - 9 in Temperature F) <100 100-125 125-150 ' Tributary Width(B)= 5 ft - 4 in Unsupported Length lu 1 ft - 0 in Set Duration Factors `r with Cantilever Set Deflection Limits r (— with Point Load(s) Reset Loads to Zero f with Sloped Load(s)� ---- L jprassed-down cunons are selected) w sf LOADING Load Type Max.Span = 18 ft - 2 in Dead Load Uniform w(psf)= 17 R1 R2 1876 lb 1876 lb Stress and/or Deflection Check OK A c t u a l Allowable Ratio Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 63 1666 207 5434 31% CD=1.15 Max fb(psi)&M(lb-ft) 1277 7856 1515 9318 84% Total Load Max.Defl.(in) -0.53 U379 1.12 48% Live Load Max.Defl.(in) -0.32 U636 0.84 38% Adjustment Factors 3OW for Fb for Fv for E 2000 1000 Wet ServiceM— C = 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 -1000 -2000 Beam Stability Cr= 1.00 N/A N/A -300° Size CF= 1.10 N/A N/A Shear Force,V(Ib) Flat Use Cf„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 10000 Buckling Stiffness CT= N/A N/A 1.05 (C T for Emin only) 5000 Design Values in psi Fb Fv E Emin 0 Reference 1200 180 1800000 660000 Adjusted 1515 207 1800000 660000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in —� depth(d)= 11.25 in Area(A)= 39.4 in^2 � Section Modulus(Sx)= 73.8 in^3 Total — Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) UP Design .. How to -� Order Pro Developed by: Forum End Enter Data Print version Setup Girr der Joist or Rafter (: Beam or- - Member# Typical Header Member at Floor r Roof Location : Main Floor Repetitive Use? No Yes Nominal Size : (2) 2 x 10 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes "Dimensic- Grade= No-2 Moisture Content: <19% >19% Span(L)= 6 ft - 0 in Temperature(°F) 100_125 125-150 Tributary Width(B)= 17 ft -4 in —_ l Unsupported Length lu 1 ft - 0 In Set Duration Factors r with Cantilever Set Deflection Limits (- with Point Load(s) Reset loads to Zero r with Sloped Load(s) L ,buttons are selected) MWITI w s LOADING Load Type Max.Span = 6 ft 8 in 339, Dead Load Uniform -w(psf)_-- 17 R1 R2 - -- -- - 2184 lb 2185 lb Stress and/or Deflection Check OK A c t u a I Allowable Ratio j Snow Load Uniform w(psf)= 25 Max fv(psi)&V(lb) 88 1623 207 3830 421/, : Max fb(psi)&M(Ib-ft) 919 3276 1136 4050 81% Total Load Max.Defl.(in) -0.07 L/1074 0.40 17% Live Load Max.Defl.(in) -0.04 L11804 0.30 13% Adjustment Factors 3000- for Fb for Fv for E Wet Service CM= 1.00 1.00 1.00 0 Temperature Ct= 1.00 1.00 1.00 000 low Beam Stability CL= 1.00 N/A N/A -3000 Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Ct„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 4000 Buckling Stiffness CT= N/A N/A 1.06 3000 (C T for Emin only) 2000 Design Values in psi 1000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1136 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3 in depth(d)= 9.25 in o Area(A)= 27.8 in12 Section Modulus(Sx)= 42.8 in13 Moment of Inertial(Ix)= 197.9 in14 Total Load Deflection(in) IFWMP r I• , . . How to Order Pro Developed by: Forum Epp Enter Data Print version ........___..__..._._.. - ...__..................._. ._......__..................... Setup (: Beam or Girder (-Joist or Rafter Member# Deck Beam Member at Floor Roof Location : Main Floor Repetitive Use?� No Yes Nominal Size : ( 1 ) 2 x 10 Incised for PT? No Yes Species= Hem-Fir Flat Use: No Yes "Dimensio.: �L r!- Grade= No.2 Moisture Content 19% >18% Span(L)= 6 ft - 0 in Temperature(°F) 100: 100-125 125-150 � ` ' Tributary Width(B)= 6 ft - 0 in ' Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors r with Cantilever Set Deflection Limits j r with Point Load(s) I Reset Loads to Zero %f with Sloped Load(s) s ------... L �pf25St:d-do',vr� UUfton.s we Se;iecieu) LOADING Load Type Max. S an - 6 ft 7 n Dead Load p - U w(psf)= 10 R1 R2 900 Ib 900 Ib Stress and/or Deflection Check OK A c t u a / Allowable Ratio Floor Live Uniform w(psf)= 40 _ Max tv(psi)&V(Ib) 72 669 150 1388 48% CD = 1 00 Max fb(psi)&M(Ib-ft) 757 1350 926 1650 82% Total Load Max.Defl.(in) -0.07 L/1059 0.30 23% Live Load Max.Defl.(in) -0.05 L/1323 0.20 27% Adjustment Factors 1000 for Fb for Fv for E 500Wet Service Cm= 1.00 1.00 1.00 o Temperature Ct= 1.00 1.00 1.00 10oo Beam Stability CL= 0.99 N/A N/A ^0°° Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Cf,= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 1500 Buckling Stiffness CT= N/A N/A 1.07 1000 (C T for Emin only) Design Values in psi 500 Fb Fv E Emin 0 Reference 850 150 1300000 470000 Adjusted 926 150 1300000 470000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 1.5 in depth(d)= 9.25 in d � Area(A)= 13.9 in12 a� Section Modulus(Sx)= 21.4 in^3 Moment of Inertial(Ix)= 98.9 in^4 Total Load Deflection(in) W w I 1� r How to Order Pro Developed by. Forum Engineer Enter Data Print version Setup (: Beam or Girder f Joist or Rafter Member# Floor Girder Member at Floor Roof Location : Main Floor Repetitive Use?� yes Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes "Dimens,(: Grade= No.2 Moisture Content: <19% >19% Span(L)= 8 ft - 0 in Temperature(°F) <100 100-125 125-150 Tributary Width(B)= 15 ft - 0 in Unsupported Length(1u)= 1 ft - 0 in Set Duration Factors -f with Cantilever Set Deflection Limits with Point Load(s) Reset Loads to zero with Sloped Load(s) ......... —- -.._-_ ----� L dpi uov'n GUZT(jil. L„-.. w sf LOADING Load Type Max.Span = 8 ft 0 in Dead Load _ Uniform w(psf)= 10 R1 R2 3000 Ib 3001 Ib Stress and/or Deflection Check OK A c t u a / Allowable Ratio Floor Live Uniform w(psf)= 40 Max fv(psi)&V(Ib) 88 2297 180 4725 49% f ;D= 1.00 Max fb(psi)&M(Ib-ft) 975 6000 988 6081 99% ' Total Load Max.Defl.(in) -0.10 L/923 0.40 26% Live Load Max.Defl.(in) -0.08 L/1154 0.27 31% Adjustment Factors 4000 for Fb for Fv for E 3000 ,000 zao0 Wet Service CM= 1.00 1.00 1.00 -loo() 00 Temperature Ct= 1.00 1.00 1.00 -2000 Beam Stability CL= 1.00 N/A N/A -4oW Size CF= 1.10 N/A N/A Shear Force,V(lb) Flat Use Cf„= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 8000 Buckling Stiffness CT= N/A N/A 1.06 6000 (C T for Emin only) 4000 Design Values in psi 2000 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 988 180 1600000 580000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 3.5 in depth(d)= 11.25 in Area(A)= 39.4 in^2 Section Modulus(Sx)= 73.8 in^3 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in)