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1015 Heritage Court
Address: 1015 Heritage Court PREPARED 2/25/14, 9:42:22 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/25/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 1015 HERITAGE CT SUBDIV: CONTRACTOR ANDERSON HOMES LLC PHONE (360) 452-4641 OWNER LBR CONSTRUCTION/STEWARD LAND PHONE PARCEL 06-30-01-8-1-0120-0000- APPL NUMBER: 13-00001040 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 12/06/13 AP December 5, 2013 9:54:28 AM pbarthol. Dennis 630-3793 December 6, 2013 9:14:17 AM pbarthol. FFNL O1 2/03/14 KDD FIRE FINAL 2/03/14 AP February 10, 2014 2:36:33 PM kdubuc. fire final February 10, 2014 2:37:03 PM kdubuc. fire final PW99 01 2/24/14 RV PUBLIC WORKS FINAL 2/24/14 AP February 24, 2014 2:55:13 PM rvess. February 24, 2014 2:55:32 PM rvess. BL99 01 2/25/14 J L BLDG FINAL 0' e February 25, 2014 9:42:48 AM pbarthol. DENNIS 360-630-3793 ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECIIANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----- -------------------------------------------- ME6 01 11/20/13 PB MECHANICAL GAS LINE 11/20/13 AP November 20, 2013 12:11:30 PM pbarthol. Todd 808-0668 November 20, 2013 4:40:11 PM pbarthol. ME99 01 2/25/14 MECHANICAL FINAL February 25, 2014 9:43:29 AM pbarthol. DENNIS 360-630-3793 ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 10/22/13 JLL PLUMBING WATER SUPPLY 10/22/13 AP October 22, 2013 8:45:27 AM pbarthol. Dennis 360-630-3793 October 22, 2013 4:50:33 PM jlierly. PL2 01 11/20/13 PB PLUMBING ROUGH-IN 11/20/13 AP November 20, 2013 4:40:11 PM pbarthol. PL99 01 2/25/14 L PLUMBING FINAL d February 25, 2014 9:43:38 AM pbarthol. DENNIS 360-630-3793 --------------------- --------------- COMMENTS AND NOTES -------------------------------------- PREPARED 12/04/13, 10:58:39 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/04/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 1015 HERITAGE CT SUBDIV: CONTRACTOR ANDERSON HOMES LLC PHONE (360) 452-4641 OWNER _ LER CONSTRUCTION/STEWARD LAND PHONE PARCEL 06-30-01-8-1-0120-0000- APPL NUMBER: 13-00001040 RES NEW SFR ---- ------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---- ------ ------- BL1 01 10/09/13 JLL BLDG FOUNDATION FOOTING 10/09/13 AP October 9, 2013 8:21:17 AM pbarthol. Wilson 670-8062 October 9, 2013 4:35:24 PM jlierly. 20 ufr installed/jll BL2 01 10/11/13 JLL BLDG FOUNDATION STEM WALL 10/14/13 AP October 11, 2013 8:16:22 AM pbarthol. Wilson 670-8062 ......++>+++:. AM October 14, 2013 4:01:52 PM jlierly. BLFD O1 10/17/13 JLL BLDG FOUNDATION DRAINAGE 10/17/13 AP October 17, 2013 8:47:33 AM pbarthol. Dennis 360-630-3793 Would like inspection around 12:00 October 17, 2013 4:32:31 PM jlierly. DSD O1 10/17/13 JLL BLDG DOWN SPOUT DRAINS 10/17/13 AP October 17, 2013 8:46:35 AM pbarthol. Dennis 360-630-3793 Would like inspection around 12:00 October 17, 2013 4:32:31 PM jlierly. BFF O1 10/23/13 JLL BLDG FLOOR FRAMING 10/23/13 AP October 23, 2013 8:42:26 AM Pbarthol. Dennis 360-630-3793 October 23, 2013 3:50:47 PM jlierly. BLHD O1 11/06/13 JLL BLDG FRAMING HOLD DOWNS 11/06/13 AP November 6, 2013 11:01:04 AM jlierly. November 6, 2013 3:55:08 PM jlierly. BLSH O1 11/06/13 JLL BLDG SHEATHING 11/06/13 AP November 6, 2013 11:01:25 AM jlierly. dennis November 6, 2013 3:55:08 PM jlierly. BAIR O1 12/-Zl( J BLDG AIR SEAL _ December 4, 2013 10:37:16 AM pbarthol. Dennis 630-3793 BL3 01 1 / JLL BLDG FRAMING _ December 4, 2013 10:36:50 AM pbarthol. Dennis 630-3793 - /I {/------------- COMMENTS AND NOTES --------------------- PGS -,q �cZ/,�( �'� a2 1c -S art)-- �(TTit._- CITY OF PORT ANGELES Cal DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00001040 Date 9/18/13 Application pin number . . . 666080 Property Address . . . . . . 1015 HERITAGE CT ASSESSOR PARCEL NUMBER: 06 -30 -01 -8 -1 -0120 -0000 - Application type description RES NEW SFR Subdivision Name . . . . . . Property Use . . . . Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation ---------------------------------------------------------------------------- . . . 158000 Application desc SFR 1655 LVG, 484 GAR, 120 CVRD PRCH, 96 DECK ---------------------------------------------------------------------------- Owner ------------------------ Contractor ------------------------ LBR CONSTRUCTION/STEWARD LAND ANDERSON HOMES LLC 618 S PEABODY ST STE H 618 S. PEABODY ST., STE. 1 PORT ANGELES WA 983626244 PORT ANGELES WA 98362 (360) 452-4641 Permit . . . . . . ------------------------- BUILDING PERMIT -RESIDENTIAL Additional desc . . 1655SQ FT SINGLE STORY SFR Permit Fee . . . . 1345.05 Plan Check Fee 874.28 Issue Date . . . . 9/18/13 Valuation . . . . 158000 Expiration Date 3/17/14 - Qty Unit Charge Per Extension BASE FEE 1020.25 58.00 5.6000 -------------------------- THOU BL -100,001-500K (5.60 PER K) -------- 324.80 Permit . . . . . . ---------------------------- MECHANICAL PERMIT ---------- ---- Additional desc . . 1655 SQ FT SFR MECH P - Permit Fee . . . . 97.20 Plan Check Fee .00 Issue Date . . . . 9/18/13 Valuation . . . . 0 Expiration Date 3/17/14 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU-< OR = 5 TON 14.80 3.00 7.2500 EA ME -VENT FAN (SINGLE DUCT) 21.75 1.00 10.6500 EA ME-HOOD/DUCT-MECH.-EXHAUST 10.65 Permit . . . . . . ---------------------------- PLUMBING PERMIT Additional desc . . 1655 SQFT SFR PLUMBING Permit Fee . . . . 177.00 Plan Check Fee 00 Issue Date . . . . 9/18/13 Valuation . . . . 0 Expiration Date 3/17/14 Qty Unit Charge Per Extension BASE FEE 50.00 9.00 7.0000 EA PL -PLUMBING TRAP 63.00 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 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 isnot 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) i:rormmstbunomg 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: Electrical 417-4735 Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor/ Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow / Water 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: FINAL Date Accepted b Heat Pum / Furnace ! FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footin / Slab Blockin & Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping I 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 . . . . . 13-00001040 Date 9/18/13 Application pin number . . . 666080 Qty Unit Charge Per Extension 1.00 7.0000 EA PL -WATER HEATER 7.00 Special Notes and Comments September 16, 2013 9:50:52 AM rbecker. Is the fire sprinkler system open or closed system. Closed systems need a double check backflow assembly and open systems do not. If you have any questions call Ron Becker at 360-417-4886, fax:360-452-4972, or e-mail:rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. All homes in new subdivisions that are outside of the Fire Department four -minute response area shall be equipped with residential fire sprinkler ,systems that comply with the International Fire Code (IFt) and National Fire Protection Association (NFPA). September 13, 2013 8:30:42 AM sroberds. The proposal will result in a new sfr in the RS -9 for total lot cov of 20% and site cov of 28%. No land use issues anticipated. September 13, 2013 4:07:09 PM banders. , Electric, Water, & Phone hookup locations are incorrectly shown on plans. Electrical connection is at dark green box near light pole at the southwest corner of property. Electrical load calculations and electrical permits are required. 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 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 Construct driveway to City Standards. Concrete -with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 Consider applying for the City, "Stormwater Green Infrastructure Rebate Program" of up to $500.'00 towards the materials to install rain garden to control roof and driveway runoff. Contact Jonathan Boehme at 360 417-4811 ---------------------------------------------------------------------------- Other Fees .. . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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: Electrical 417-4735 Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor/ Slab Rough -In Water Line Meter to Bldg) Gas Line Back Flow / Water 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: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping 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 4 Cal DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT - BUILDING DIVISION _� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 isnot 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 beenrequested 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) i.r-ormsitsunaing uivision/buinng vermst Page 3 Application Number . . . . . 13-00001040 Date 9/18/13 Application pin number . . . .666080 Other Fees ---------------------------------------------------------------------------- . . . . . . . . . PW WATER SYSTEM -- ------------ USE FEE - 2260.00 Fee summary ----------------- Charged Paid Credited Due Permit Fee Total ---------- 1619.25 ---------- 1619.25 ---------- .00 ---------- .00 Plan Check Total 874.28 874.28 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7788.03 7788.03 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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 isnot 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 beenrequested 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) i.r-ormsitsunaing uivision/buinng vermst 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: Electrical 417-4735 Footings Stemwall Foundation Drainage / Downspouts Piers Post Holes (Pole Bldgs.) PLUMBING: FINAL Date Accepted b Under Floor / Slab Rough -In Water Line (Meter to Bldg) Gas Line Back Flow / Water 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: FINAL Date Accepted b Heat Pum / Furnace / FAU / Ducts Rough -In Gas Line Wood Stove / Pellet / Chimney Commercial Hood / Ducts MANUFACTURED HOMES: Footing / Slab Blocking & Hold Downs Skirting PLANNING DEPT. Separate Permit #s SEPA: ESA: SHORELINE: Parkin / Lighting Landscaping 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 F PORT4 4N CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . 13-00001040 Date 9/18/13 Application pin number . . . 666080 Property Address . . . . 1015 HERITAGE CT ASSESSOR'PARCEL NUMBER: 06 -30 -01 -8 -1 -0120 -0000 - Application type description RES NEW SFR Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 158000 ---------------------------------------------------------------------------- Application desc SFR 1655 LVG, 484 GAR, 120 CVRD PRCH, 96 DECK ---------------------------------------------------------------------------- Owner Contractor LBR CONSTRUCTION/STEWARD LAND ANDERSON HOMES LLC 618 S PEABODY ST STE H 618 S. PEABODY ST., STE. 1 PORT ANGELES WA 983626244 PORT ANGELES WA 98362 (360) 452-4641 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 9/18/13 Valuation . . . . 0 Expiration Date . . 3/17/14 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------------------------------------------------- Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . 3/4" DROP IN WATER METER Permit Fee . . . . 420.00 Plan Check Fee .00 Issue Date . . . . 9/18/13 Valuation . . . . 158000 Expiration Date . . 3/17/14 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 . . . . 9/18/13 Valuation . . . . 158000 Expiration Date . . 3/17/14 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments September 16, 2013 9:50:52 AM rbecker. Is the fire sprinkler system open or closed system. Closed systems need a double check backflow assembly and open systems do not. If you have any questions call Ron Becker at 360-417-4886, fax:360-452-4972, or e-mail:rbecker@cityofpa.us REPORT SALES TAX on your state excise tax form to the City of Port Angeles (Location Code 0502) 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. 013 ature of Contractor or Authorized Agent T:Forms/Building Division/Public Works Permit Signature of Owner (if owner is builder) Date 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 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED.... YES NO.. CONSTRUCTION R.W. / PW/ ENGINEERING 417-4807 CONSTRUCTION - R.W. PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417- 4815 BUILDING T:Forms/Building Division/Public Works Permit OF pORT gryO�! CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00001040 Date 9/18/13 Application pin number . . . 666080 ---------------------------------------------------------------------------- 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. All homes in new subdivisions that are outside of the Fire Department four -minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA). September 13, 2013 8:30:42 AM sroberds. The proposal will result in a new sfr in the RS -9 for total lot cov of 201- and site cov of 28%. No land use issues anticipated. September 13, 2013 4:07:09 PM banders. Electric, Water, & Phone hookup locations are incorrectly shown on plans. Electrical connection is at dark green box near light pole at the southwest corner of property. Electrical load calculations and electrical permits are required. 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 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 till of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Construct driveway to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 Consider applying for the City, "Stormwater Green Infrastructure Rebate Program" of up to $500.00 towards the materials to install rain garden to control roof and driveway runoff. Contact Jonathan Boehme at 360 417-4811 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 6044.50 6044.50 .00 .00 REPORT SALES TAX on your state excise tax form to the City of Port Angeles . (Location Code 0502) 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 ANI' WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W. / PW/ ENGINEERING 417-4807 CONSTRUCTION - R.W. PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417_ 4815 BUILDING T:Forms/Building Division/Public Works Permit 6' s- 1 t BUILDING / PLUMBING/ MECHANICAL PERMIT APPLICATION -LONG FORM /3,/,OVz (To be used for projects that require plan review.) Date Receive Permit #4 City of Port Angeles Please print in ink. Date Appro! Attn: Building Permit Technician Approved b} 321 E 5; St., Port Angeles, WA 98362 360-417-4815 fax: 360-497-4711 Credit card payments are accepted Mon -Fri 8-5 pm (no An Hours: Mon through Fri 8 — 5 pm Cash & checks are accepted Mon-Thurs 8:30-4 pm & Fri 8 -! J._ I-3 :an Express) 12:30 pm .Contact person' Property owner: i L � v<i�'i�y► �h c_ Phoney 3� _ c���-Q 3 3...._._ ; Phone: 36t9- Y6/ 30 33 Property owner's mailing address: Project Business Name: Contractor's business nam ;(e_rfr,7 LG Copropertypwners name if he/she is doin /overseer�i the work "Phone'30 _., `f 61 ` �0 3 _._......._.... Contractor's mailing address: ��t e fi t �v y� Contractor's t &I license n tuber: }}Iver R Its 00 T Expira n date -r- �o/ 3 i Project Address: /0/5-- mjve Project Type: esldential Commercial - Industrial u Multi -family Project Business Name: (Zoning: �y I % for commercial, industrial, or multi-famil rojects) _. Parcei # - — Lot # 06 3 0.0 Lg�_o 0 0 0 __.... __ _l_ ....... Complete./only the portions of this permit that are relevant to your project. (✓) ✓ Pay the plan check fee .(based on the valuation of the project) at the time of submittal Residential Projects submit: Two sets of plans* (including engineering calcs, geotech reports, etc. if applicable) (✓) Prescriptive Approach — Simple Form (confirming conformance to the Energy Code) Commercial Projects submit: (,/ } Three sets of plans" (including engineering calcs, geotech reports, etc. if applicable) (✓) Paperwork confirming conformance to the Energy Code (✓ ). For large projects, a pre -construction meeting with various City department personnel is highly recommended. To schedule a pre -construction meeting, contact the Planning Manager at (360) 417-4750. (✓) Additional information may need to be submitted including: landscape plan, parking plan ('including ADA spaces, ramps, etc.), utilities (existing & proposed), curbs, sidewalks, storm water.plan, etc. For Additions & New Structures also submit. (✓) ✓ Site plan (8 112" x 11") showing all structures (existing & proposed), setbacks, & new driveways * If an architect or engineer drew the plans or calculations, include at least one "wet -stamped" set of plans and/or calculations. T: FormsBuilding Division/Building/Plumbing/Mechanicai Permit Application-: Long Form (Revised 2011) Page 1 of 4 Repair/ Solar Panels 1 Miscellaneous: (explain the project) — Project Valuation Remodel: (explain the project including how the building space is cirrentiy being used and what the new, remodeled use will be) Project Valuation $ (✓) If the space will change from commercial to residential, submit; "Checklist — Converting Commercial Space into Residential Space" Addition: ex Iain the proiect and complete & submit page 3 Maximum height of the new addition feet Project Valuation $ New Structure: 6 CAV- 9ak-9T - Maximum height of the new structure feet Project Valuation PLUMBING PERMIT: Will there be ANY plumbing changes (items moved, added, replaced, or altered) Checkpne: No ✓ Yes (✓) If yes, complete & submit page 4 "Plumbing Changes" MECHANICAL PERMIT Will there be ANY mechanical changes (items moved, added, replaced, or altered) Check ne: No I/ Yes (✓) If yes, complete & submit page 4 "Mechanical Changes" Occupancy group R 3 _ # of bedrooms �3 Will a lawn sprinkler system be installed? U-10 Occupant toad# of full baths Will a fire sprinkler system be installed? L�fS Construction type _ 59 # of half baths *Homeowner: If you will be doing / overseeing the work, then the project valuation will be determined by doubling the cost of materials, to reflect the value the repair adds to your property. Cost of materials x 2 W Project Valuation $ I have read and completed this 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 working on projects. Date f -/ /- o / 3 Signature / Print Name t`d Angler SUh Page 2 of 4 Floor A reas Basement 1't Floor 2"d Floor 3`d Floor Garage Carport Covered Porch Deck (> 30" high* Deck (S 30" high) Shed Other Other Existing Square New square foo. tags footage * Walking surface of the deck above ground ----L2--0 . -L2 -0 Price ner taew square foot X Remodel project valuation TOTAL VALUATION $ For residential building projects the minimum square foot valuation we accept is: Dwelling $85.00 per sq. ft. garagetutilitylmisc.structure $30.00 per sq. ft, porch/deck/carport $12.00 per sq. ft. LOT COVERAGE & SITECOVERAGE Lot coves G is the amount or percent of ground area on which buildings are located. It includes: houses, garages, carports, covered patios, cantilevered portions of buildings, roof overhangs that are longer than 30 -inches, uncovered decks or parches having walking surfaces higher than 30 -inches off the ground, etc. Total footprint of structuressq. ft. = lot size 110 7 3 sq.ft. = Lot coverage ao_ _ % Site Coverage is the amount of impervious surface on a parcel, including structures, paved driveways, sidewalks, patios, and other impervious surfaces. (see Port Angeles Municipal Code 17,94,135 for exemptions) Does the project include a new driveway? wyes o no If yes, what will the driveway be made of? q -cement u asphalt o gravel c other (NOTE: 18 feet is the recommended minimum driveway length for residential projects) Does this project include a new parking pad? pryes o no If yes, what will the parking pad be made of? Arcement o asphalt n gravel o other a) Total footprint of structures aA 9' 9 sq. ft. (existing & new) b) Total'concrete, asphalt, & other impervious surfaces 7oo sq. ft. (existing & new) c) Add lines "a" & "b" above to get the total impervious 3651 sq. ft. (existing & new) Total impervious3J_CL_,sq. ft. + .lot size _//f17 3 sq. ft. = Site coverage a Page 3 of 4 FLOOD F=L 4N O 0G LC. I/4" . 1'- " NORTH j �Ol.b tJ�1rN T +0ti SG 11��D�lL� 8-5]75 2,5 1� CAIN. IS" �1✓�} 1�✓�1tsyV7 _ DECK1 AT- g° 2� g l.aw tiG " �Lj',9 C-0MDo w«� S1YVI�r✓cS��p \ \ .Ga��� � mitvimum I OJ ld0N0 EdOVlK ��MM/ •��//I����•--�`C�i.O...I'�✓ 1�,'�. W/�I�L �✓ lO BEDROOM Ali s BEDROOM ( LIVIYa 1010 9G^ E I AN - - a .�INYM""° -0 --_ I BAT i, GA RAGE ` M. BEDROOM pn - � ----- KITCHEN - — — — — ENTRY M. BATH m it g I DINNG C Fii��.Z'E�e<II� C 01 1DW"--- Std rhPORLN /�T Top PLA78 To b1�PG-ifl.Uh� Y• VJpt,L � 2 FLOOD F=L 4N O 0G LC. I/4" . 1'- " NORTH N 50'45'21" E 4624'_ _ / I I I �t I Lu \\ I N56'45.27'W 1720.0.' FMD. 2• BRASS DISC 375.10• - FauND 2 eRAss CAP. - r �TM -T - - I FOUND J I/2' BRASS 'Nn-NESARY LS 22344', I PLATE W M BRASS NAIL INTERSECTION OF fOM -II- AND O STREETS (MAGA 0 '0' I 35' 35' SIRE _ EGRESS PER STATUTORY WARRANTY DEED ) 20' INVE EASEMENT FOR SS AND I I INTERSECnpN OF I I FILED UNDER AF/ 6778J6 ATiNE .5. IOM d SMUTS / �• 10 ' Yd1i2 � 1 It, / I .bI 20' WOE SANiARY SEWER I FND. 5/B' REBAR MFN / "d STORM DRAIN EASEIWI / HONG "TIE SIDE OF LOT 10 PLASM CAP STAMPED / IS HEREIN DEDICATED TO 0TY ^ I 710 - NESARY L5 22J41'� SV< 553166.42' /-46I I4 y/e' &EBAR MM / / SRC CAP O LST 11 NESARY LS Ls 22344i / Ip / 9920 SOFT �y TEs 1 / ti /�• �- -On I LET 6 ... ' I , I I0 "0 73 I SO. n l / 7 503 SO.FT 1d �6 / '1. 7 7 1016 � G7 \ h 015 / CENTERLINE OF '0' STREET / LIT ! PER AFA 479202 6' 9000 SO.Fi. \/)e• 'S• ,� Js• N 39 w ,. 1102 /`"J/ 'L f 23' Cp A i7 3• /20 ' MDE SANITARY SEWER d STORM GRAN EASEMENT •b- F W // ♦ 8 //^ O11 CIO // / I 1 1 I AL 7. ME &EAR OF LOTS / LET S e %'°•. c, LET 13 ^' 7, 8, 9 d 10 IS HEREIN / 11156 $O.FT. DEDICATED TO CITY -4'�- 6 ��- a,10285 SO.FT� SI � z�R- 1101 I I J'_ S• ef' A 1•T!/ 1 4I'W�/ /4 � / / ` � N Y50' W L' I ;L / LET 7 rC: /// 1585©FT ly: /Lfi 11LST IB 25'.I I 77• // m0( r o/ • ^o�, 1024) SOFT. zs 11539 SOFT ml / 10' WIDE POWER CASEMENT �y IUM �m It05 1 I I ALONG ALL LOT FRONTAGES 20• WOE SANITARY SEWER I' / HEREIN DEDICATED TO CITY I� "� J EASEMENT ALONG THE REAR / • • 1 92 B' h Z I e OF LOfs S d 6 IS HERE. DEOI AIED TO CITY o 80.17'. 1n 73.00' o 015.73 :n 75 DI' . 73.00' 73.00' „ ---_-- L D• ss6vs•aJ'E� ti ' �36� 10' I v<I . I F N BI- e� IW LI I LOT0 LIT Q LET B I I LET '' LIT 3 LIT f l9 I - e 10949 SOFT. 09000 SO.FT 9004 SO.fff) ;It'I9�00 SO.FTr-:9086 SOFT 9086 SOFTI � -2473 - 118 I �'^ I m3 - alP - ® 1i IL=-- I I I 99.2! ]5 00 ]5.0 5y ly GM1 '..' � 55.00 0 7y.00 � 40' ' I g FTIO. 5/B' EBAR W PLAS 33' 35' TIC C zea0o' _ . ._zss.0o_ ____ 1105.01' �- N5645'03 -W --� 1720.01 SOUTHWESTERLY 30 FEET AND HERITAGE COURT MCI. 1' BRASS DISC IN CONCRETE ARE DEDICATED TO THE CITY OF PORT ANGELES MARKED 'C d A. LM2223' (1/06) Y• m CS•TFAM7 FOR PUBLIC STREET RIGHT OF WAY / BASIS OF BEARINGS: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE. (NAD 83/91), AS DETERMINED FROM FIELD MEASUREMENTS MADE TO CITY OF PORT ANGELES GEODETIC CONTROL MONUMENTS 06300680° AND 06300570P SAID MONUMENTS BEING SHOWN ON RECORD OF SURVEY IN VOLUME 34 OF SURVEYS, PAGE 22 UNDER AF/ 730242. DISTANCES SHOWN HEREON ARE REDUCED TO SAID GRID BY A COMBINED SCALE FACTOR OF 0.99993480 Scale: 1" _• 60' 60• 120' 180' PROCEDURES: THIS RECORD OF SURVEY IS BASED ON A GROUND SURVEY U77LIZING CONVENTIONAL TRAVERSE METHODS THIS SURVEY MEETS OR EXCEEDS THE STANDARDS CONTAINED IN WAC 332-130-090. EOUIPMEN T: TOPCONO MODEL GTS 605 5* TOTAL STATION. TRIMBLE& MODEL S6 J' ROBOTIC TOTAL STATION. DATE OF SURVEY., MAY, 2007 CALCULATED N�ttCnw POSITION. SEE PLAT. V. 14. R 56 FOR DETAILED CDVnWL DIAGRAM - XM SMEET 2' BRASS CAP r1re- >rl-1 lK1exS HERITAGE COURT BEING A SUBDI MSION OF A PORTION OF SUBURBAN LOT 56 OF THE TOWNSITE OF PORT ANGELES CITY OF PORT ANGELES. CLALLAM COUNTY, WASHINGTON PREPARED FOR LBR CONSTRUCTION INC.. PARCEL NO 063000105615 CURVE RADIUS I LENGTH DELTA CI 100.00 6710 387645 C2 2000'.`1.41 90D016 C3 1.30.00 0:6 IF.. C4 IWOO 1 46.97' 20'42'09 CS 50.00 25.95 I9'4354 C6 50.00' 46.60' 5373'40 77 50.00 50.00 577 45 CD 50.00 36..3.3 64.3241 CSI 5000 20. f4 23D426' C10 y0.00 14.4 16713 Crf 20.00' 2256' 81772.3 n2 ]0.00 46.9 .3826 43 C13 20. DO .31.41 8959 44 LEGEND: (UNLESS OMERMSE INDICATED) ��-..EXTERIO& BOUNDARY OF SI/B.ECT PARCEL .wTEmOR LO! BaINDARY UK - - ...CENTERLNE OF STREET RIGHT OF WAY ...LMTS or STREET RIGHT OF WAY ...SUBURBAN LOT ONE ._CASEMEN I LWE ...BUILDING SETBACK LINE AREA DEDICATED TO CITY FOR PUBLIC STREET Rif T tX WAr 0... STREET CENTERLNE MONUMENT, AS INDICATED a ...FOUND EXISTING MONUMENT AS INDICATED a .,.SET 1/2' BCBAR WIN PLASTIC CAP STAMPED zdA PLS 2BD71' �... STREET MONUMENT: 2 1/2' ALUMINUM CAP MARKED 7EMOWC d ASSOC PLS 28071. SET ON 1/2' RESAR AT SURFACE OF PAVEMENT. 1005 ...STREET ADDRESS NOTE: ALL CONTROLLING MONUMENTS FOUND 10/04. UNLESS OMERIKSE INDICATED. SURVEYOR'S CERTIFICATE: 1, BRADLEY R. LYMANGROVER, REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS LAND SUBDIVISION IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN CONDUCTED BY ME OR UNDER MY SUPERVISION; AND DECLARE THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS HAVE BEEN SET AS DEPICTED ON THE PLA T. / SECTION 6 (PROTRACTED) i ✓F..� A1�Y..i-� L�L��7 T JO N. R. 6 W. RAD' R. OVER, PLS 28071 DATE 8 AUDITOR'S CERTIFICATE:1' / FILED FOR 7 RECORD THIS _JZ4* DAY OF _y��!L1 2007. AT �_y M, IN VOLUME _L5-- OF PLATS, AT PAGE AT THE REOUEST OF ZENOVIC h ASSOCIATES, INC.. t� AUDITOR'S FILE NUMBER: 2007_1 ZQ-7 QQq COUNTY ALIERTOR ORWG' 03383/SINVEY/LD/ MI PLA!/DWG/D536XN.DWG Z ENOVIC & 301 E. SIXTH ST., STE. I PORT ANGELES. WA 98382 SHEET T OF 2 ASSOCIATES PHONE: (360) 417-0501 IWORPORATED FAX: (360) 417-0514 DATE: 6/13/07 JOB/ 05363 voi i5 431 I • .. .6J EH A R C H I ((( C T S - 'c? it 319 s. peabody, suite b; port angeles, wa 98362 a 360.452.6116 / fax 360.452.7064 Project: L-0 ! 2. Project No. S.ubiect: Date: i' • .j Sheet of '.I"" f - • I I I i I i LNDBER .F A R C H I -ice C T'S_ 319 S. Peabody, Suite B., Port Angeles, SVA 98362 360.452.6116 / fax 360.4517064 ' contact( ]indarclrcom/www.lindarcItcom Project,!`'`tt Subject: �" ���� �G� Date: '; <_ , ' I:lo SHEAR WALL SUMMARY Project No. B Sheet '? k. �'1'" of W L H V V/L SW VH- WL/2 POST HOLD-DOWN v . ,;�2 - 171. S� �044 _F_T__T I I. N I L I/ALLOFrr/FalYE2,ZFO/FORMS/SHEAF WAI, 5�4EAfR WALL 6 2. MAXIMUM SMEAR = 200 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 6d NAILS AT 6" O.C. FOR FRAMING, USE DF NO.2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 48" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 3. MAXIMUM SHEAR = 250 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" O.C. FOR FRAMING, USE DF NO2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 5. MAXIMUM SHEAR = 315 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4" O.C. FOR FRAMING, USE DF NO.2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 6. MAXIMUM SHEAR = 490 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 8. MAXIMUM SHEAR = 685 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2 1/2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 20" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. M BEDRDOM �Ii BEDROOM I $DO I E I n lf� -Do 6DO 600 — li _I 7868 I M. BEDRXM _ _ _ _ nea�e►+a�e� — _ — M. BATH ,,� � �'� �d��' w � � 5 ► m ��r.. /-�T�►i!'2.- ST�S2 ,� � S►m �r✓ Ss�'� l� _ LJ17-P S)»pSa�l-�yJLr¢-Sr�Sz,S� S�h't�SdN SST"13 I� c� 3`� �7E3�T' U���l, S�n�i�s�n� �--►r�� $-STNS 2,5 � '7%�,� �ot� ..w�,�14 DECK �u `% W G6.oL 61D mI i M) AYY) UVW3 800 1� 11� I I O ENTRY I - KITGdETI DINWS COVEM PoFrlH NALL, 8 ELAN l NOIITI-1 r ------ (tel 0'xr I U E:Ok4 E as I St Mpsor✓ bsc5 jZ.1 L.. - S p5 � /sT TOS' P ,A iS -rD bpm IT -woe Gl1Pl�L � � tel. J 3 T e SN. 8N' 11'Pe 'X' GLL6g G�ONf. EiI.AEi TO 18�OR BFE34iHB16 fI i GARAGE Lr O I � I I oW I I NUAM PAD �► 6 tOOWJ. FPA* a St Mpsor✓ bsc5 jZ.1 L.. - S p5 � /sT TOS' P ,A iS -rD bpm IT -woe Gl1Pl�L � � tel. J 3 T e SN. Project: Location: Multi -Loaded Multi -Span Beam 1 Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 5.125 INx12.0INx16.OFT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 38.5% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.39 IN U499 Dead Load 0.18 in Total Load 0.57 IN U340 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 2776 Ib 2776 Ib Dead Load 1299 Ib 1299 Ib Total Load 4075 Ib 4075 Ib Bearing Length 1.22 in 1.22 in BEAM DATA Center Span Length 16 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom . 16 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1.5 Camber Required 0.27 Notch Depth 0.00 MATERIAL PROPERTIES Read Provided 24F -V4 - Visually Graded Western Species 81.7 in3 123 in3 Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by: 738 in4 Fb_cmpr = 1850 psi Fb' = 2394 psi 24538 ft -Ib Cd=1.00 Cl=1.00 3586 lb Shear Stress: Fv = 265 psi Fv' = 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E' = 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc - -t- = 650 psi Fc - -L' = 650 psi Controlling Moment: 16299 ft -Ib 8.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 3586 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 81.7 in3 123 in3 Area (Shear): 20.3 in2 61.5 int Moment of Inertia (deflection): 532.91 in4 738 in4 Moment: 16299 ft -Ib 24538 ft -Ib Shear: 3586 lb 10865 lb page StruCalc Version 8.0.100.0 9/9/2013 4:10:29 PM Uniform Live Load 347 plf Uniform Dead Load 149 plf Beam Self Weight 13 plf Total Uniform Load 509 plf # k 'Project: Location: Multi -Loaded Multi -Span Beam 2 Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 3.5 INx9.25INx8.OFT #2 - Hem -Fir (North) - Dry Use Section Adequate By: 23.7% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.09 IN U1109 Dead Load 0.04 in Total Load 0.13 IN L/766 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 1388 Ib 1388 Ib Dead Load 622 Ib 622 Ib Total Load 2010 Ib 2010 Ib Bearing Length 1.42 in 1.42 in BEAM DATA Center Span Length 8 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 8 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 - Hem -Fir (North) Base Values Adjusted Bending Stress: Fb = 1000 psi Fb' = 1196 psi Cd=1.00 CI=1.00 CF= 1.20 Shear Stress: Fv = 145 psi Fv' = 145 psi Cd=1.00 Modulus of Elasticity: E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E —min= 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc -1= 405 psi Fc -1' = 405 psi Controlling Moment: 4020 ft -Ib 4.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1648 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 40.33 in3 49.91 in3 Area (Shear): 17.05 in2 32.38 int Moment of Inertia (deflection): 74.94 in4 230.84 in4 Moment: 4020 ft -Ib 4974 ft -Ib Shear: -1648 lb 3130 lb page StruCalc Version 8.0.100.0 9/9/2013 4:11:16 PM Uniform Live Load 347 plf Uniform Dead Load 149 plf Beam Self Weight 6 plf Total Uniform Load 502 plf Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative 7 a All Climafe Zones Efficient Building Envelope 1a 0.5 R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U -Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49i 0.026 Wood Frame Wall9,k,l 21 int 0.056 Mass Wall R -Value' 21/21'' 0.056 Floor 309 0.029 Below Grade Wall°,k 10/15/21 int + TB 0.042 Slab R -Value & Depth 10, 2 ft n/a " I able K4102. 1.1 and I able K402.1.3 Footnotes included on Nage 2. Date 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: El 1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. I© 3. Large Dwelling Unit: 2.5 points }I Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Ontion Description CrPdit(S) 1a Efficient Building Envelope 1a 0.5 lb Efficient Building Envelope 1 b 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 1 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012/2ORes/20Energy.pdf 1.00 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 rough 3 where the SHGC for such skylights does not exceed 0.30. ` "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm -humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R -value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. The second R -value applies when more than half the insulation is on the interior of the mass wall. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U -factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. Simple Heating System Size: Washington State loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U -factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Andersrs"___t19ines! iO9 6 s , ,,y am` F , ._ C laeb,AndCrson Pont Angeles'WAr� h 3 r i fr .,.. x_. rror 452 1 32..... Heating System Type: o Forced Air Furnace 0 Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Instructions Design Temperature Difference (AT) Port Angeles AT =Indoor (70 degrees) -Outdoor Design Temp 42 Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) K.{ 1655 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft){: 9f0 14,895 Glazing and Doors U -Factor X Area = UA Instructions 0.30 288, 86.40 Insulation Attic U -Factor X Area = UA Instructions R 49 ♦ 0.026 � 1655', 43.03 Single Rafter or Joist Vaulted CeilingsU-Factor Area UA Instructions M No selection /q --- Select RValue Above Grade Walls (see Figure 1) LI -Factor Area UA Instructions R u ♦ 0.056 162}s 90.72 Floors U -Factor Area UA Instructions R-30 � 0.029 1 $55' F 48.00 "... m ', Below Grade Walls (see Figure 1) LI -Factor Area UA Instruct€ons°rr Select R value . No selection , _�' - Slab Below Grade (see Figure t) F -Factor Length UA Instructions Select conditioning �rA No selection --- Slab on Grade (see Figure t) F -Factor Length UA Instructions -?� No selection Select R Value ♦� Location of Ducts Instructions Duct Leakage Coefficient Unconditioned SpaceLA .,.., 1.10 Sum of UA 268.15 Envelope Heat Load 11,262 Btu / Hour u re 1. sum of UA X AT Air Leakage Heat Load 6,756 Btu / Hour VolumeX 0.6XATX.018 eGra e Building Design Heat Load 18,018 Btu/Hour < Air Leakage + Envelope Heat Loss _ Building and Duct Heat Load 19,820 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 24,775 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) -K Glazing Schedule Project Information Anderson Homes Lot 12, Heritage Court Port Angeles, WA Vertical Glazing (Windows and glazed doors) Plan Component Glazing Contact Information Caleb Anderson Anderson Homes 452-1232 R402.3.3 Exception (15 sq. ft. max.)0 Width Height Glazing Qt. Feet Inch Feet Inch Area UA Sum of Area and UA 288.0 86.40 Area Weighted U = UA/Area 0.30 LINDBER -SMITH , A R C H I 'T,.—'E C T S December 4, 2013 Anderson Homes 618 South Peabody St., Suite H Port Angeles, WA 98362 RE: Lot 12, Heritage Court Dennis — We have looked at the bearing requirements for four headers and resizing one header at Lot 12, Heritage Court. The one header we resized is located to the side of the living room next to the pantry. We are now using a 3Yx 9'/ Versa -Lam and deleting the 4x10 header that is called out in the drawings. We will need to add a minimum of %" thick block at each end of the window opening to make a bearing length of 2 inches. The calculations are requiring a minimum of 1.94 inches of bearing length. We will not need to add anything under the sill, since there is an additional 2x6 trimmer stud from the sill to the bottom plate. The header at the mater bath will also need to add a minimum of %" thick block at each end of the window opening too to make the bearing length of 2 inches. The calculations for this header are requiring a minimum of 1.98 inches in bearing length. The other two beams we looked at for bearing length are the garage door header and the sliding glass door in the living room. The calculations for the garage door call for a 5 1/8 x 12 glue lam beam with a minimum of 1.22 inches for bearing length. The sliding glass door's calculations are calling for 4 x 10 header and 0.36 inches in bearing length. Both of these beams meet the requirements for bearing length with the one 2x6 trimmer stud already in place. If you have any additional questions, please contact us. Respectfully, LINDBERG & SMITH ARCHITECTS, INC., P.S. Charles D. mith, Architect 319 south peabody suite b / port angeles wa 98362 / 360.452.6116 fax 360.452.7064 email contact@lindarch.com / www.lindarch.com Project: Location: Multi -Loaded Multi -Span Beam 2 Multi -Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 3.5 INx9.25INx4.OFT Versa -Lam 3100 Fb - Boise Cascade Section Adequate By: 22.5% Controlling Factor: Shear StruCalc Version 8.0.100.0 11/1/2013 9:53:43 AM page DEFLECTIONS , Center Read Provided Section Modulus: Live Load 0.02 IN U2114 49.91 in3 Area (Shear): 26.43 in2 Dead Load 0.01 in Moment of Inertia (deflection): 43.09 in4 230.84 in4 Total Load 0.04 IN U1286 7491 ft -Ib 13201 ft -Ib Shear: Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 6151 Ib 3.5 ft REACTIONS A B 2.5 ft 4 ft Load Length Live Load 1931 Ib 3094 Ib 0.5 ft Dead Load 1250 Ib 1996 Ib Total Load 3181 Ib 5090 Ib Bearing Length 1.21 in 1.94 in BEAM DATA Center Span Length 4 ft Oft B Unbraced Length -Top 2 ft Unbraced Length -Bottom 4 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Notch Depth 0.00 1Uniform Live Load 0 plf MATERIAL PROPERTIES Uniform Dead Load 0 plf Versa -Lam 3100 Fb - Boise Cascade Beam Self Weight 9 plf Base Values Adjusted Total Uniform Load 9 plf Bending Stress: Fb = 3100 psi Fb' = 3174 psi POINT LOADS - CENTER SPAN Cd=1.00 C1=0.99 CF=1.03 Load Number One Shear Stress: Fv = 285 psi Fv' = 285 psi Live Load 4800 Ib Cd=1.00 Dead Load 3073 Ib Modulus of Elasticity: E = 2000 ksi E'= 2000 ksi Location 2.5 ft Comp. -t- to Grain: Fc -1 = 750 Dsi Fc - -L'= 750 Dsi Controlling Moment: 7491 ft -Ib 2.48 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -5022 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 28.32 in3 49.91 in3 Area (Shear): 26.43 in2 32.38 int Moment of Inertia (deflection): 43.09 in4 230.84 in4 Moment: 7491 ft -Ib 13201 ft -Ib Shear: -5022 lb 6151 Ib TRAPEZOIDAL LOADS - CENTER SPAN Load Number One Two Left Live Load - 75 plf 75 plf Left Dead Load 45 plf 45 plf Right Live Load 75 plf 75 plf Right Dead Load 45 plf 45 plf Load Start 0 ft 3.5 ft Load End 2.5 ft 4 ft Load Length 2.5 ft 0.5 ft Project: Location: master bath Roof Beam [2009 International Building Code(2005 NDS)] 3.5 INx9.25INx8.OFT #2 - Hem -Fir (North) - Dry Use Section Adequate By: 2.1% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.11 IN U905 Dead Load 0.07 in Total Load 0.17 IN U550 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 1700 Ib 1700 Ib Dead Load 1101 Ib 1101 Ib Total Load 2801 Ib 2801 Ib Bearing Length 1.98 in 1.98 in BEAM DATA Span Length 8 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES #2 - Hem -Fir (North) µ� Base Values Adiusted Bending Stress: Fb = 1000 psi Fb' = 1375 psi Cd=1.15 C1=1.00 CF= 1.20. Shear Stress: Fv = 145 psi Fv' = 167 psi Cd=1.15 Side One: Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi Comp.1 to Grain: Fc -1= 405 psi Fc -1' = 405 psi Controlling Moment: 5602 ft -Ib Tributary Width: TW = 4.0 ft from left support Created by combining all dead and live loads. Controlling Shear: -2297 Ib Roof Live Load: LL = At a distance d from support. Created by combining all dead and live loads. 15 psf Comparisons with required sections: Reo'd Provided Section Modulus: 48.91 in3 49.91 in3 Area (Shear): 20.66 int 32.38 in2 Moment of Inertia (deflection): 75.61 in4 230.84 in4 Moment: 5602 ft -Ib 5717 ft -Ib Shear: -2297 Ib 3599 Ib page !Z14- StruCalc Version 8.0.100.0 12/4/2013 2:52:11 PM LOADING DIAGRAM µ� A 8 f B ROOF LOADING Side One: Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 2 ft Side Two: Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 15 ft Wall Load: WALL = 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 8 ft Beam Self Weight: BSW = 6 plf Beam Uniform Live Load: wL = 425 plf Beam Uniform Dead Load: wD_adj = 275 plf Total Uniform Load: WT = 700 plf Project: • Location: Multi -Loaded Multi -Span Beam 1 Milti-Loaded Multi -Span Beam 12009 International Building Code(2005 NDS)] 5.125 IN x 12.0 IN x 16.0 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 38.5% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.39 IN U499 Dead Load 0.18 in Total Load 0.57 IN 0340 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 2776 Ib 2776 Ib Dead Load 1299 Ib 1299 Ib Total Load 4075 Ib 4075 Ib Bearing Length 1.22 in 1.22 in BEAM DATA Center Span Length 16 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 16 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1.5 Camber Required 0.27 Notch Depth 0.00 MATERIAL PROPERTIES Reo'd Provided 24F -V4 - Visually Graded Western Species 81.7 in3 123 in3 Base Values Adiusted Bending Stress: Fb = 2400 psi Controlled by: 738 in4 Fb_cmpr = 1850 psi Fb' = . 2394 psi 24538 ft -Ib Cd=1.00 Cl=1.00 3586 lb Shear Stress: Fv = 265 psi Fv' = 265 psi Cd=1.00 Modulus of Elasticity: E = 1800 ksi E' = 1800 ksi Min. Mod. of Elasticity: E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc -1= 650 psi Fc - -L' = 650 psi Controlling Moment: 16299 ft -Ib 8.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 3586 Ib At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Reo'd Provided Section Modulus: 81.7 in3 123 in3 Area (Shear): 20.3 in2 61.5 in2 Moment of Inertia (deflection): 532.91 in4 738 in4 Moment: 16299 ft -Ib 24538 ft -Ib Shear: 3586 lb 10865 lb page p x rYa` of StruCalc Version 8.0.100.0 9/9/2013 4:10:29 PM UNIFORM LOADS Center Uniform Live Load 347 plf Uniform Dead Load 149 plf Beam Self Weight 13 plf Total Uniform Load 509 plf Project: Location: living room sgd Roof Beam 12009 International Building Code(2005 NDS)] 3.5 IN x 9.25 IN x 8.0 FT #2 - Hem -Fir (North) - Dry Use Section Adequate By: 454.4% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.02 IN L/5131 Dead Load 0.01 in Total Load 0.03 IN U2985 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 300 Ib 300 Ib Dead Load 216 Ib 216 Ib Total Load 516 Ib 516 Ib Bearing Length 0.36 in 0.36 in BEAM DATA Span Length 8 ft -Unbraced Length -Top 2 ft Unbraced Length -Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES #2 - Hem -Fir (North) A Bft Base Values Adiusted Bending Stress: Fb = 1000 psi Fb' = 1375 psi ROOF LOADING Cd=1.15 C1=1.00 CF= 1.20 Shear Stress: Fv = 145 psi Fv' = 167 psi Cd=1.15 . Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: E_min = 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc - -L = 405 psi Fc -1' = 405 psi Controlling Moment: 1031 ft -Ib 4.0 ft from left support Created by combining all dead and live loads. 25 psf Controlling Shear: 423 Ib Roof Dead Load: DL= At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 9 in3 49.91 in3 Area (Shear): 3.8 in2 32.38 int Moment of Inertia (deflection): 13.92 in4 230.84 in4 Moment: 1031 ft -Ib 5717 ft -Ib Shear: 423 lb 3599 lb page StruCalc Version 8.0.100.0 12/4/2013 2:53:14 PM LOADING DIAGRAM A Bft B ROOF LOADING Side One: Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 2 ft Side Two: Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 1 ft Wall Load: WALL = 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 8 ft Beam Self Weight: BSW = 6 plf Beam Uniform Live Load: wL = 75 plf Beam Uniform Dead Load: wD_adj = 54 plf Total Uniform Load: WT = 129 plf