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1529 W. 15th Street
Address: 1529 W 1511 Street /5- 2- PREPARED 9/10/13, 10:44:41 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/10/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 1529 W 15TH ST SUBDIV: CONTRACTOR GROFFS CONSTRUCTION LLC PHONE (360) 477-1405 OWNER ICARUS L HALL PHONE (360) 457-8201 PARCEL 06-30-00-0-4-0860-0000- APPL NUMBER: 13-00000339 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -—--—-----------—------------------——-—----------------—---------------—---------------- BL1 01 4/17/13 JLL BLDG FOUNDATION FOOTING 4/17/13 AP April 16, 2013 2:43:33 PM pbarthol. Casey 460-8891 April 17, 2013 4:09:07 PM jlierly. BFF O1 5/06/13 JLL BLDG FLOOR FRAMING 5/06/13 AP May 6, 2013 9:24:51 AM pbarthol. Casey 460-8891 May 6, 2013 4:19:39 PM jlierly. BL9 01 6/24/13 JLL BLDG SHEARWALL 6/25/13 AP June 24, 2013 8:23:06 AM pbarthol. Casey 460-8891 June 25, 2013 8:15:50 AM jlierly. BAIR O1 7/10/13 JLL BLDG AIR SEAL 7/10/13 AP July 10, 2013 9:41:22 AM pbarthol. Casey 460-8891 July 10, 2013 4:30:59 PM jlierly. BL3 01 7/10/13 JLL BLDG FRAMING -7/10/13 AP July 10, 2013 9:41:01 AM pbarthol. ����///�/////��•� ��/� Casey 460-8891 July 10, 2013 4:30:59 PM jlierly. BLI O1 7/15/13 PB BLDG INSULATION /�/ WWW 7/16/13 AP July 15, 2013 9:31:49 AM pbarthol. Casey 460-8891 .• ) /1 S July 16, 2013 9:34:13 AM pbarthol. �'Q �/v BLDR O1 7/17/13 JLL BLDG DRYWALL IBWP 7/17/13 AP July 17, 2013 8:47:19 AM pbarthol. ^ �� Casey 460-8891 �` ` �.✓l� July 17, 2013 4:32:01 PM jlierly. BL99 01 9/10/13 L BLDG FINAL ,✓ w✓- September 9, 2013 9:51:33 AM pbarthol. Casey 460-8891 --------------- -------------------------------------------- J _ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 9/10/13JIB, ^ MECHANICAL FINAL — lV\�_}` September 9, 2013 9:52:07 AM pbarthol. Casey 460-8891 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS '------- ------------------------------- PL6 01 6/06/13 JLL PLUMBING WATER SUPPLY 6/06/13 AP June 6, 2013 8:30:55 AM pbarthol. ----------------------------------- CONTINUED ONTO NEXT PAGE ------------------ l L/ Sr PREPARED 9/10/13, 10:44:41 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/10/13 -------------- ---- ADDRESS . : 1529 W 15TH ST SUBDIV: CONTRACTOR GROFFS CONSTRUCTION LLC PHONE (360) 477-1405 OWNER ICARUS L HALL PHONE (360) 457-8201 PARCEL 06-30-00-0-4-0860-0000- APPL NUMBER: 13-00000339 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ Casey 460-8891 June 6, 2013 4:22:49 PM jlierly. - PL2 01 6/11/13 JLL PLUMBING ROUGH-IN 6/11/13 AP June 11, 2013 8:30:53 AM pbarthol. John 460-6902 June 11, 2013 4:01:45 PM jlierly. PL99 01 9/10/13 PLUMBING FINAL September 9, 2013 9:52:18 AM pbarthol. Casey460-8891 ------------------------- ------------ COMMENTS AND NOTES -------------------------------------- PREPARED 12/04/13, 10:58:39 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/04/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 1529 W 15TH ST SUBDIV: CONTRACTOR GROFFS CONSTRUCTION LLC PHONE (360) 477-1405 OWNER ICARUS L HALL PHONE (360) 457-8201 PARCEL 06-30-00-0-4-0860-0000- APPL NUMBER: 13-00000339 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 4/17/13 JLL BLDG FOUNDATION FOOTING 4/17/13 AP April 16, 2013 2:43:33 PM pbarthol. Casey 460-8891 April 17, 2013 4:09:07 PM jlierly. BFF O1 5/06/13 JLL BLDG FLOOR FRAMING 5/06/13 AP May 6, 2013 9:24:51 AM pbarthol. Casey 460-8891 May 6, 2013 4:19:39 PM jlierly. BL9 01 6/24/13 JLL BLDG SHEARWALL 6/25/13 AP June 24, 2013 8:23:06 AM pbarthol. Casey 460-8891 June 25, 2013 8:15:50 AM jlierly. BAIR O1 7/10/13 JLL BLDG AIR SEAL 7/10/13 AP July 10, 2013 9:41:22 AM pbarthol. Casey 460-8891 July 10, 2013 4:30:59 PM jlierly. BL3 01 7/10/13 JLL BLDG FRAMING 7/10/13 AP July 10, 2013 9:41:01 AM pbarthol. Casey 460-8891 July 10, 2013 4:30:59 PM jlierly. BLI O1 7/15/13 PB BLDG INSULATION 7/16/13 AP July 15, 2013 9:31:49 AM pbarthol. casey 460-8891 July 16, 2013 9:34:13 AM pbarthol. BLDR O1 7/17/13 JLL BLDG DRYWALL IBWP 7/17/13 AP July 17, 2013 8:47:19 AM pbarthol. Casey 460-8891 July 17, 2013 4:32:01 PM jlierly. BL99 01 9/10/13 JLL BLDG FINAL 9/10/13 DA September 9, 2013 9:51:33 AM pbarthol. Casey 460-8891 September 10, 2013 3:55:44 PM jlierly. Provide air loss test results/ insulations cert/ Timer on whole house fan/ FAI ports are not installed in window frames, provide other approved methods for fresh air intake per code. JLL BL99 02 12/-- JLL BLDG FINAL December 4, 2013 10:38:27 AM pbarthol. 0j/13 -------------------------- - - ---- C¢,p�IMnENTS AND NOTES l C & F Insulation P.O. Box 2197, Port Angeles, WA 98362 (360)681-0480 1-800-479-1371 f, Making your life a little warmer! i Certificate of Insulation Address of Resider e: Name Address of Installer: Pbez� Rn Box 2197 Port An aolcs,-)Af_� OAS I) Installation Date: S D(�j Phone Number: (� bo b -o4ga License Number: C-: N5;1-*t'�(��,aV✓ Areas insulated: Sq Ft Existing Added Final Type of Amount insulated R-Value R- R-Value Insulation ( n� Value \/ 1 Attic: [2-:!-,D - V�'J5EZCSM Floor: '�O' wall: Settled Density of loose fill Insulation: Certification: I, 1 EN 15 E DL-e (print name), certify that this residence was insulated as specified above and that the insulation was installed in con or a ce with all applicable codes, standards, regulatiod specifications. 9,1;N20 1 3 Au horized eignature Date CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 13-00000339 Date 4/16/13 \ Application pin number . . . 213775 uJ Property Address . . . . . . 1529 W 15TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-4-0860-0000- V� Application type description RES NEW SFR REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles Application valuation 122732 (Location Code 0502) Application desc 1244sq ft sfr 528sggarage 96 sq covered porch ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ICARUS L HALL GROFFS CONSTRUCTION LLC 204 N TARA IN PO BOX 1659 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 457-8201 (360) 477-1405 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1868 SQ FT SFR Permit Fee . . . . 1149.05 Plan Check Fee 746.88 Issue Date . . . . 14/16/13 Valuation . . . . 122732 Expiration Date 10/13/13 Qty Unit Charge Per Extension BASE FEE 1020.25 23.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 128.80 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . NEW SFR 2 BATH, WD, KITCH, PIC Permit Fee . . . . 97.20 Plan Check Fee .00 Issue Date . . . . 4/16/13 Valuation . . . . 0 Expiration Date . . 10/13/13 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 N 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 ^� 1.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 14.80 ---------------------------------------------------------------------------- Permit . . . . PLUMBING PERMIT Additional desc . . SFR 2 BATH, KITCHEN, W/D Permit Fee . . . . 163.00 Plan Check Fee .00 Issue Date . . . . 4/16/13 Valuation . . . . 0 Expiration Date 10/13/13 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 1.00 7.0000 EA PL-WATER LINE 7.00 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 1.00 15.0000 EA PL-SEWER LINE 15.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. v jn 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 . . . . . 13-00000339 Date 4/16/13 Application pin number . . . 213775 Qty Unit Charge Per Extension REPORT SALES TAX 1.00 7.0000 EA PL-WATER HEATER 7.00 on your state excise tax form ---------------------------------------------------------------------------- Special Notes and Comments to the City of Port Angeles Address numbers shall be plainly visible from the street. (Location Code 0502) Address numbers shall be a minimum of six inches high and be of contrasting color from the background. April 8, 2013 10:43:31 AM sroberds. Driveway design cannot be approved per USSG and lot coverage needs to be reduced to 500. Electrical load calculations and electrical permits are required. APPLICANT RESPONSIBLE FOR EROSION & SEDIMENT CONTROL AND SURFACE RESTORATION. Utilize existing driveway curb opening. 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 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 ---------------------------------------------------------------------------- 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 1409.25 1409.25 .00 .00 Plan Check Total 746.88 746.88 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7450.63 7450.63 .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— �1 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 IN CONSPICUOUS 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 k Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: �J Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE IN N Inspection Type Date Accepted By Electrical 417-4735 \\IN 1 V�@ Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit °F,°RTS°� CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES v 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000339 Date 4/16/13 Application pin number . . . 213775 Property Address . . . . . . 1529 W 15TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-4-0860-0000- Application type description RES NEW SFR on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 122732 ---------------------------------------------------------------------------- Application desc 1244sq ft sfr 528sggarage 96 sq covered porch ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ICARUS L.HALL GROFFS CONSTRUCTION LLC 204 N TARA LN PO BOX 1659 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 457-8201 (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 . . . . 4/16/13 Valuation . . . . 122732 Expiration Date 10/13/13 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 . . . . 4/16/13 Valuation . . . . 122732 Expiration Date 10/13/13 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. April 8, 2013 10:43:31 AM sroberds. Driveway design cannot be approved per USSG and lot coverage needs to be reduced to 50t. Electrical load calculations and electrical permits are required. APPLICANT RESPONSIBLE FOR EROSION & SEDIMENT CONTROL AND SURFACE RESTORATION. Utilize existing driveway curb opening. 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 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 construc ion. "'V\ /4 �3 gnature of Contractor or Authorized Agent Date f 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 4174807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 417.4750 PLANNING DEPT. BUILDING 4b7- BUILDING 4815 T:Forms/Building Division/Public Works Permit CITY OF PORT ANGELES V _�N PUBLIC WORKS & UTILITIES v 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 13-00000339 Date 4/16/13 Application pin number 213775 ---------------------- ---------------------------------- REPOR T SALES TAX Special Notes and Comments on your state excise tax form pouring our1 i gconcrete. Public Works inspection request line to the City of Port Angeles Sanitary sewer connection inspection is required by (Location Code 0502) Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 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 4174807 PW/ENGINEERING FIRE 4174653 FIRE DEPT. PLANNING DEPT. 4174750 PLANNING DEPT. BUILDING 4b7- BUILDING 4815 T:Forms/Building Division/Public Works Permit THE r '. is CITY OF JL= wELI For City Use Permit# W A S H 1 N G T a N , U . S . G Date Received: 321 East 51h Street Q Port Angeles, WA 98362 i Date Approved ! P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Bu 'ding Permit Application Project Address: Main Contact: �'I � Phone # (P E-Mail: Property Name a i Owner / 0 �� MailingAddress Email City _ State, Zip Contractor NamePhone "r� �� (3(e0 &d Mailing Address Email CityState Zi Contr ctor License# Expiration: c" � C Project Value:G-2�73-Z— Zoning: Tax Parcel # Lot# $ �- 5 06 f b vJ �v� v 3 Type of Residential 0- Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ For the following,fill out both pages of permit application: New Construction 5a Remodel ❑ Addition ❑ Tenant Improvement ❑ Mechanical ❑ Plumbing ❑ Other ❑ Existing Fire Sprinkler System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes ❑ No ❑ Project - p Descriptione, :«R` 5 6.c IV I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review.has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature 3 J 6a- Residential Structures For Office Use Area Description (SQ FT) Existing Proposed $$value Basement First Floor Second Floor. Covered Deck/Porch/Entry I / Deck 4� Garage Carport Other(describe) Area Totals / 22 Commercial Structures For Office Use Area Descriptions (SQ FT) Existing Proposed $$Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT) of all Structures: Lot Size: %Lot Coverage SQ FT Site coverage(all impervious+ %Site Coverage structures 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 #of Outlets: Appliance Vent # 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 # Vent piping # Sewer Line # Industrial waste pretreatment # interce for Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX y„ fir_• - �. �Irv) �J ti. 9.. � 0 2 M y N 2C� UPC,- ''.57 F 00 cam-5eCoo LOT 2)y u I ' HC,)gT4+ MM i - ._ _T pp T� 1243 �� - �(� _.. . _00 Ito AIAJ t-�- A.1 s �9 9? � � --1=©T CWOW .00 ,� 5r, ��' J41tt N I( Cb O ' p V \` NC2 Cu - \ w ` J co ^ , v r a a� lc .t , , K� OL 111:05 ,r Y w t � Prescriptive Energy Code Compliance for Single Family and Duplex Housing:Zone 1 Project Information Contact Information KC Groff Drafting Solutions W 15th Street PO Box 1246 Port Angeles, WA 98363 Port Angeles, WA 98362 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings(WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code Glazing Glazing U-Factor Door 9 Wall" Wall-int' Wall-exe Slab 6 z Vaulted s Option Area Ceiling s Above Below Below Floor on %of Floor Vertical Overhead'1 U-Factor Ceiling Grade Grade Grade Grade R-49 or R-21 R-21 R-10 D i 13% 0.34 0.50 0.20 R-38 R-38 Int' TB R-10 R-30 2, Adv. R-49 or R-21 R-21 R-10 OII 25% 0.32 0.50 0.20 R-38 R-38 Int.' TB R-10 R-30 T Adv. R49 or R-21 R-21 R-10 OIII Unlimited 0.30 0.50 0.20 R-38. R-38 Int.' TB R-10 R-30 2, Adv. See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III.All glazing and doors meet maximum U-factor.Alternate heating size method submitted. 0 Option I or 11, Glazing to floor area limit(WSEC 602.7.2) ❑ Area weighted window, skylight or door U-factor,(WSEC 602.7.2) ❑ As part of the heating system sizing calculation (IRC M1401.3 &WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break(WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 ❑ 1 b High Efficiency HVAC Equipment 2 ❑ 1c High Efficiency HVAC Equipment 3 ❑ 2 High Efficiency HVAC Distribution System ❑ 3a Efficient Building Envelope 1 ❑ 3b Efficient Building Envelope 2 ❑ 3c Super-Efficient Building Envelope 3 ❑ 4a Air Leakage Control and Efficient Ventilation ❑ 4b Additional Air Leakage Control and Efficient Ventilation ❑ 5a Efficient Water Heating ❑ 5b High Effieciency Water Heating ❑ 6 Small Dwelling Unit ❑ 7 Lar e Dwelling Unit -1.0 0 8 Renewable Electric Ener *1200 kwh ❑ Total Credits -1.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEPIO-010 Copyright 2010 Glazing Schedule Project Information Contact Information KC Groff Drafting Solutions W 15th Street PO Box 1246 Port Angeles, WA 98363 Port Angeles, WA 98362 Conditioned Floor Area 1244 Sum of UA for Heating System Sizing 49.5 Sum of All Glazing Areas From Below 134 Glazing to Floor Area Ratio 10.76% 602.7.2 Exception Ratio(not to exceed 1%) Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Qt. Feet inch Feet inch Area Area UA Garage Door 0.200 1 3 6 8 20.0 4.0 One Exempt Swinging Door<24 Square Feet 1 1 31 1 6 8 20.0 Sum of Glazing Area, Door Area, and UA (do not include exempt door) 20.0 4.0 Area Weighted U= UA/Area 0.20 Sum of Area and UA for Heating system size only(include exempt door) 40.0 4.0 Vertical Glazing (Windows,Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet inch Feet inch Area UA Single Hung 0.340 1 1 e 3 4.5 1.53 " Horizontal Slider 0.340 2 5 4 40.0 13.60 Horizontal Slider 0.340 2 4 4 32.0 10.88 Fixed 0.340 2 3 4 24.0 8.16 Sliding Glass Door 10.340 1 5 1 6 18 1 33.3 11.33 Sum of Area and UA 1 133.81 45.50 Area Weighted U= UA/Area 0.34 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 J Simple Heating System Size: Climate Zone 1 Project Information Contact Information KC Groff Drafting Solutions W 15th Street PO Box 1246 Port Angeles, WA 98363 Port Angeles, WA 98362 Indoor Design Temperature 70 Outdoor Design Temperature F 28 Design Temperature Difference(AT) AT=Indoor-Outdoor Design Temp 42 Conditioned Floor Area 1244 Conditioned Volume 1 9952 Glazing Copy Sum of UA from Glazing Schedule 50 Attic U-Factor X Area = UA R49 0.027 1244 33.6 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area = UA R-38 Vented 0.027 Above Grade Walls U-Factor X Area = UA R-21 0.056 1120 62.7 Floors U-Factor X Area = UA R-30 0.029 1244 36:1 Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade F-Factor X Length = UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length = UA R-10 2' perimeter 0.54 R-10 Full- Heated 0.55 Sum of UA 182 Envelope Heat Load 7639 Btu/Hour Sum of UA X AT Air Leakage Heat Load 4514 Btu/Hour ((Volume X 0.6)X AT)X.018)) Building Design Heat Load 12153 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 0 12153 Btu/Hour If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 . . If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% F--1-8-2-3-01 Btu/Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright 2010 wDesigned on: April 1,2013 Wf� Design How to Order Pro i5t Method Developed by: Forum Engineer-s enter Data Print Version .....................................___.--:_....., Setup r Girder f Joist or Rafter �s Member# Al Member at Floor Root Location : Main Floor Beam Repetitive Use?� Yes Nominal Size : ( 1 ) 4 x 12 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes " Dimension Lumber '" Grade= No-2 Moisture Content: <19% >19% Span(L)= 8 ft - 0 in Temperature(°F): <100 100-125 125150 Tributary Width(B)= 14 ft - 0 in Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors r with Cantilever Set Deflection Limits I �I r with Point Load(s) Reset Loads to Zero r with Sloped Load(s) :. .................:..............................................................: L (pressed-clown buttons are selected) ws LOADING Load Type / Max.Span = 8 ft - 4 in f Dead Load Uniform w(psf)= 10 R1 R2 2800 ib 28011b Stress and/or Deflection Check OK A c t u a / Allowable Ratio Floor Live Uniform w(psf)= 40 Max fv(psi)&V(lb) 82 2144 180 4725 45% V CID=1.00 Max fb(psi)&M(Ib-ft) 910 5600 988 6081 92% Total Load Max.Defl.(in) -0.10 L/989 0.40 24% Live Load Max.Defl.(in) -0.08 L/1236 0.27 29% Adjustment Factors 4000 20Mfor for Fb for Fv for E 3000 Wet Service CM= 1.00 1.00 1.00 ,000 000 Temperature Ct= 1.00 1.00 1.00 -2 Beam Stability CL= 1.00 N/A N/A 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 6000 1 Buckling Stiffness CT= N/A N/A 1.06 4000 (CT for Emin only) 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 in12 Section Modulus(Sx)= 73.8 in^3 Moment of Inertial(Ix)= 415.3 in^4 Total Load Deflection(in) wDesigned on: April 1.2013 W f� Beams/Joists Analysis and1 i j' ASO IVlethod How to Order Pro Developed by: Forum Engi rz?€-'i rs Enter Data - Print Version ............................................................ Setup C Beam or Girder C'Joist or Rafter Member# Al Member at door Roof Location : Deck Header Repetitive Use?! No Yes Nominal Size : ( 1 ) 2 x 12 Incised for PT? No res Species= Hem-Fir aFlat Use: No Yes - "'Dimension Lumuer Grade= No.2 Moisture Content• >19% Span(L)= 6 ft - 0 in Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 8 ft - 0 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 r with Sloped Load(s) L tl1e8bed-C:0Wn!];WiUiiS W s LOADING Load Type Max.Span = 6 ft 7 in Dead Load _Uniform - w(psf)= 10 R1 R2 1200 Ib 1200 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) 73 825 150 1688 49% w CD=1.00 Max fb(psi)&M(Ib-ft) 683 1800 841 2216 81% Total Load Max.Defl.(in) -0.05 L/1428 0.30 17% Live Load Max.Defl.(in) -0.04 U1785 0.20 20% Adjustment Factors for Fb for Fv for E 1000 Wet Service CM= 1.00 1.00 1.00 Temperature Ct= 1.00 1.00 1.00 -1000 Beam Stability Cr= 0.99 N/A N/A ^500 Size CF= 1.00 N/A N/A Flat Use Ct„= 1.00 N/A N/A Shear Force,V(Ib) Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 2000 Buckling Stiffness CT= N/A N/A 1.07 1500 (C T for Emin only) 1000 Design Values in psi 500 Fb Fv E Emin 0 Reference 850 150 1300000 47000C Adjusted 841 150 1300000 470000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 1.5 in depth(d)= 11.25 in ° Area(A)= 16.9 in^2 a� Section Modulus(Sx)= 31.6 in13 Moment of Inertial(Ix)= 178.0 in14 Total Load Deflection(in) ur- � Designed on: April 1,2013 Design How to Order Pro Developed by: > Forum_Engine: Enter Data Print Version �......_.........,:, - .. _..............-----.................----....................... Setup (: Beam or Girder f Joist or Rafter Member# Al Member at Floor Roof Location Porch Beam RepetitivU (`� vcS I Nominal Size : ( 1 ) 4 x 6 Incised for PT? No Yes Species= Douglas Fir-Larch Flat use: No Yes **Dimension Lumber"' Grade= No-2 Moisture Content: <19% >19% Span(L)= 6 ft - 0 in Temperature(°F): ,100 100-125 125-150 i Tributary Width(B)= 9 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 (pressed-down outions are seiectea) W s LOADING Load Type Max.Span = 6 ft 4 in Dead Load Uniform w(psf)= 17 R1 R2 1176 Ib 1176 Ib 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) 78 996 207 2657 38% w CD=1.15 Max fb(psi)&M(Ib-ft) 1200 1764 1344 1976 89% Total Load Max.Defl.(in) -0.15 U489 0180 0.40 37% Live Load Max.Defl.(in) -0.09 U822 L/240 0.30 29% Adjustment Factors 1500- for Fb for Fv for E 10_ Wet Service CM= 1.00 1.00 1.00 500 Temperature Ct= 1.00 1.00 1.00 _� Beam Stability CL= 1.00 N/A N/A -1500 Size CF= 1.30 N/A N/A Shear Force,V(lb) Flat Use Cfu= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 2000 1 Buckling Stiffness CT= N/A N/A 1.06 1500 JI (CT for Eminonly) 1000 Design Values in psi 500 Fb Fv E Emin 0 Reference 900 180 1600000 580000 Adjusted 1344 207 1600000 580000 Bending Moment,M(Ib-ft) Section Properties o� breadth(b)= 3.5 in depth(d)= 5.5 in Area(A)= 19.3 in^2 a� Section Modulus(Sx)= 17.6 in^3 Moment of Inertial(Ix)= 48.5 in^4 Total Load Deflection(in) W _ 1 w r� Design wwpa.or, lir .. ASO Method Developed to � Order Pro Developed by: FOrUm_Enc.: Enter-Data ---Print Version Setup[r--Beam or Girder r`Joist or Rafter Member# Al Member at =1oor �— Location : Window Header Repetitive Use?� Nominal Size : (2) 2 x 10 Incised for PT? No Yes Species= Douglas Fir-Larch Flat Use: No Yes **Dimension Lumbe._ Grade= No.2 Moisture Content: <19i° >19% Span(L)= 6 ft - 0 In Temperature(°F): <100 100-125 125-150 Tributary Width(B)= 15 ft - 4 in Unsupported Length(lu)= 1 ft - 0 in Set Duration Factors L(r with Cantilever Set Deflection Limits r with Point Load(s) Reset Loads to Zero with Sloped Load(s) I L tpiessed-down buttons are selected] w s LOADING Load Type Max.Span = 7 ft 1 in 1 Dead Load Uniform w(psf)= 17 R1 R2 19321b 19331b 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) 78 1436 207 3830 37% V CD=1.15 Max fb(psi)&M(Ib-ft) 813 2898 1136 4050 72% Total Load Max.Defl.(in) -0.06 U1214 0.40 15% Live Load Max.Defl.(in) -0.04 L/2039 0.30 12% Adjustment Factors 3000 for Fb for Fv for E 2000 Wet Service CM= 1.00 1.00 1.00 Temperature Ct= 1.00 1.00 1.00 -,000 Beam Stability CL= 1.00 N/A N/A -3WO 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 o� breadth(b)= 3 in a� depth(d)= 9.25 in a Area(A)= 27.8 in^2 a� Section Modulus(Sx)= 42.8 in^3 Moment of Inertial(Ix)= 197.9 in^4 Total Load Deflection(in) WDesigned on: April 1,2013 Design W f� ' l" Beams/Joists Analysis and How to Order Pro Forum_Eng nes Enter Data Print Version .................................................................................................................. Setup 1-t-Ream or Girder P Joist or Rafter Member# Al Member at Fioor Roof Location: Deck Joists Repetitive Use? Yes Nominal Size : ( 1 ) 2 x 10 Incised for PT? No Yes Species= Hem-Fir Flat Use: No Yes Grade= N0.2 Moisture Content: <19% >19% Span(L)= 16 ft - 0 in Temperature(°F): <100 100-125 125-150 Spacing(S)= 12 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 I— with Sloped Load(s) ................................................................._.............: L (pressed-down buttons are selected) W AN LOADING Load Type Max.Span = 10 a 9 in Dead Load Uniform w(psf)= 10 R1 R2 400 Ib 400 Ib Stress and/or Deflection Check +- OK A c t u a / Allowable Ratio Floor L ve Uniform w(psf)= 40 Max fv(psi)&V(lb) 39 361 150 1388 26% CD=1.)0 Max fb(psi)&M(Ib-ft) 898 1600 1063 1895 84% Total Load Max.Defl.(in) -0.57 U335 1_12-s 0.80 72% Live Load Max.Defl.(in) -0.46 U419 Li360 0.53 86% Adjustment Factors 600 for Fb for Fv for E .-W Wet Service CM= 1.00 1.00 1.00 Temperature Ct= 1.00 1.00 1.00 -200 -4m, 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 Memter Cr= 1.15 N/A N/A 2000 Buckling Stffness CT= N/A N/A 1.07 1500 (C T for Errm only) 1000 Design Values in psi 500 Fb Fv E Emin 0 Reference 850 150 1300000 470000 Adjusted 1063 150 1300000 470000 Bending Moment,M(Ib-ft) Section Properties breadth(b)= 1.5 in depth(d)= 9.25 in Area(A)= 13.9 in12 Section Modulus(Sx)= 21.4 in^3 Moment of Inertial(Ix)= 98.9 in^4 Total Load Deflection(in) F 0 R T E ® MEMBER REPORT Level, Walla Header PASSED 1 piece(s) 3 1/2" x 12" 24F-V4 DF Glulam Overall Length: 16'9" o - --..,. —_-- - o 16'9" Ir Ir 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattem) System:Wall Member Reaction(lbs) 4775 @ 11/2" 6825(3.00") Passed(70%) 1.0 D+1.0 S(All Spans) Member Type:Header Shear(lbs) 4063 @ 15'6" 8533 Passed(48%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Pos Moment(Ft-lbs) 19404 @ 8'4 1/2" 19320 Passed(100%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC Live Load Defl.(in) 0.613 @ 8'4 1/2" 0.825 Passed(L/323) 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 1.048 @ 8'4 1/2" 1.100 Passed(L/189) 1.0 D+1.0 S(All Spans) Deflection criteria:Il(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=166". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS 2005 methodology. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Trimmer-DF 3.00" 3.00" 2.10" 1984 2792 4776 None 2-Trimmer-DF 3.00" 3.00" 2.10" 1984 2792 4776 None Tributary Dead Snow Loads Location- Width (0.90) (1.15) Comments 1-Uniform(PSF) 0 to 169" 13'4" 17.0 25.0 Residential-Living Areas /^tt�' Weyerhaeuser Notes 1 SUSTAINABLE FORESTRY INn1ATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/1/2013 2:35:47 PM Annie O'Rourke Forte v4.0,Design Engine:V5.6.1.203 Drafting Solutions (360)4175615 draftingsolutions@olypen.com Page 1 of 1 CommitrnM W 115534 Page I of 5 CLALL Au. TITLE COMPANY 204 South Lincoln Port Angeles, WA 98362 SCHEDULE A Commitment No.: 115534 Reference No. ; 3739 Seller : Summer Valley Homes Buyer :Hall Effective Date of Commitment:March 20,2013 at 8:00 A.M. Prepared For: Advantage Escrow Company Claudette Mingori 802 E.First Street Port Angeles, WA 98362 1 ✓,��L�r� Inquiries Should be Directed to; Clallam Title CompanyGC� 2,4)Researched By:Bryan Harden Your title officer for this transaction is Bryan Harden.If you have any questions concerning this title commitment,please do not hesitate to call me at(360)457-2000 or e-mail bryan@clallamtitle.com By: B ryan Harden Title Officer 1. Policy or Policies to be issued: Subdividers Rate (a) ®ALTA Owners Policy Standard Amount $23,000.00 Premium $ 125.00 Tax $ 10.50 Proposed Insured: Icarus L.Hall,presumptively subject to the community interest of his spouse,if married 2. The estate or interest in the land described or referred to in this Commitment and covered herein is Fee Simple. 3. Title to said estate or interest in said land is at the effective date hereof vested in: Summer Valley Homes,LLC,a Washington limited liability company Commitment No.115534 Page 2 of 5 4. The land referred to in this Commitment is located in the County of Clallam, State of WA, and described as follows: Lot 13,Block 408,Townsite of Port Angeles,Clallam County,Washington. Situate in Clallam County, State of Washington.