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HomeMy WebLinkAbout1311 Dutch Drive Address: 1311 Dutch Drive PREPARED 1/07/16, 10:21:55 INSPECTION TICKET _PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/07/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1311 DUTCH DR SUBDIV: CONTRACTOR :DUTCH DRIVE DEVELOPMENT LLC PHONE (360) 565-6269 OWNER PA PARTNERS PHONE PARCEL 06-30-01-8-0-0210-0000- APPL NUMBER: 15-00000497 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------------------------- --- BL1 01 6/26/15 PB BLDG FOUNDATION FOOTING 6/26/15 AP June 26, 2015 9:04:51 AM pbarthol. June 29, 2015 8:34:24 AM pbarthol. BL2 01 6/29/15 JLL BLDG FOUNDATION STEM WALL 7/21/15 AP June 29, 2015 9:32:47 AM jlierly. reid July 21, 2015 2:11:30 PM jlierly. BFF O1 8/04/15 JLL BLDG FLOOR FRAMING 8/04/15 AP August 4, 2015 9:52:05 AM jlierly. August 4, 2015 3:57:25 PM jlierly. BEXS O1 8/25/15 JLL BLDG EXTERIOR SHEETING 8/25/15 AP August 25, 2015 9:52:05 AM jlierly. reid moore August 25, 2015 4:19:00 PM jlierly. BAIR O1 10/02/15 JLL BLDG AIR SEAL 10/02/15 AP October 2, 2015 10:06:50 AM jlierly. October 2, 2015 3:35:40 PM jlierly. BL3 01 10/02/15 JLL BLDG FRAMING 10/02/15 AP October 2, 2015 10:06:24 AM jlierly. Todd 565-6269 October 2, 2015 3:35:40 PM jlierly. BLI O1 10/07/15 JLL BLDG INSULATION 10/07/15 AP October 7, 2015 10:07:45 AM jlierly. Todd 565-6269 October 7, 2015 4:24:56 PM jlierly. BL99 01 1/07/16 J L BLDG FINAL January 7, 2016 10:23:11 AM pbarthol. Todd 565-6269 --- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------—-------------------—----——------------------------------- ME99 Ol 1/07/16MECHANICAL FINAL January 7, 2016 10:23:33 AM pbarthol. ----- Todd 565-6269 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------------------------- --- PL6 01 7/13/15 JLL PLUMBING WATER SUPPLY 7/14/15 AP July 13., 2015 11:55:28 AM jlierly. danny July 14, 2015 10:17:56 AM jlierly. PL2 01 10/02/15 JLL PLUMBING ROUGH-IN ---------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000497 Date 6/24/15 Application pin number . . . 460835 Property Address . . . . . . 1311 DUTCH DR l� ASSESSOR PARCEL NUMBER: 06-30-01-8-0-0210-0000- REPORT SALES TAX Application type description RES NEW SFR on your state excise tax form \1 Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY (Location Code 0$02) Application valuation . . . . 169539 ---------------------------------------------------------------------------- Application desc 2528sf 1 STRY 3BED 2BATH SFR ---------------------------------------------------------------------------- Owner Contractor PA PARTNERS DUTCH DRIVE DEVELOPMENT LLC 710 LARRABEE AVE 710 LARRABEE AVE BELLINGHAM WA 98225 BELLINGHAM BELLINGHAM WA 98225 (360) 565-6269 - ---------------------- ------------------------- Permit BUILDING PERMIT -RESIDENTIAL Additional desc 3BED 2BATH 2528SF SFR Permit Fee . . . . 1412.25 Plan Check Fee 917.96 t� Issue Date . . . . 6/24/15- Valuation . . . . 169539 Expiration Date 12/21/15 Qty Unit Charge Per Extension (� ; BASE FEE 1020.25 v( -70.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 392.00 Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 171.20 Plan Check Fee .00 Issue Date . . . . 6/24/15 Valuation . . . . 0 Expiration Date . . 12/21/15 Qty Unit Charge Per Extension e 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 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 74.00 ----------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc SFR PLUMBING' Permit Fee 149.00 Plan Check Fee .00 Issue Date . . . . 6/24/15 Valuation . . . . 0 Expiration Date . . 12/21/15 Qty Unit Charge Per Extension BASE FEE 50.00 7.00 7.0000 EA PL-PLUMBING TRAP 49.00 1.00 7.0000 EA PL-WATER LINE 7.00 l�l 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 laves 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 s to or local law regulating construction or the performance of construction. 1 Date Print Name Signature of Contracto or Aut orized 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 w, DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000497 Date 6/24/15 Application pin number . . . 460835 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form 3.00 7.0000 EA PL-DRAIN VENT PIPING 21.00 1.00 15.0000 EA PL-SEWER LINE 15.00 to the City of Po,/rt Angeles 1.00 7.0000 EA PL-WATER HEATER - 7.00 (Location Cone OJnOZ) Special Notes and Comments May 13, 2015 12:02:14 PM rbecker. If the fire sprinkler is a closed system, you will need to install a double check valve assembly. If it is an open system, you do not need a backflow. If you have any questions, call Ron Becker at 360-417-4886, Fax:360-452-4972, or E-mail:rbecker@cityofpa.us Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. 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) . This project will require seperate permit and fire sprinkler plans for review. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for the fire sprinkler system. Electrical load calculations and electrical permits are required. Ditches & 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. . 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Sanitary sewer connection inspection is required by Public works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 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 buildef) 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 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 Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 15-00000497 Date 6/24/15 - Application pin number 460835 _ REPORT SALES TAX --------------------- Special Notes and Comments on your state excise tax form Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact to the City of Port Angeles City inspector prior to start of work @ 360 417-4831. No (Location Code 0502) attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. The contractor making the connection to an existing water meter is responsible to adjust water meter depth so that there is a minimum of 4 to 6 inches of clearance between the bottom of the meter box lid and the top of the meter at finish grade. All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. Construct driveway and Sidewalks to City Standards. Concrete with exposed aggregate or other non-standard finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by Public Works Engineering is required prior to pouring concrete. Public Works inspection request line 417-4831 ----------- ---- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 MILW DRIVE ASSESSMENT 240.00 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 1732.45 1732.45 .00 00 Plan Check Total 917.96 917.96 .00 .00 Other Fee Total 5534.50 5534.50 .00 .00 Grand Total 8184.91 8184.91 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: ! Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only)_ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: footing/Slab .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 THE t '(~ t � S For City Use NGE _ Permit#CITY OF vv a, s 1-t i . c—tj z o N , U . S. Date Received: 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email: permits(@cit�ofpa.us BUILDING PERMIT PLICATION Project Address: /3/ / / e- Phone: 3&C) - 5-(p CP Z141 Primag Contact: Email:•-rb r� ® v PPe�E rTs-ru�/o , C Name Phone Fp, PA�ril 3Coo • �3 - �7�`�j Property Mailing Address Email Owner 7(o �_a aj�.,, 6 v City State Zip _l�fy 1-L 111 C A ti `�8Z2�r Name Phone 36P0 -Jv - e0h Contractor Address Email /o1_P AJr� Information city G14 Atf\ state wA 7P OZZ Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) $ --- Residential [ Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following.fill out both pages of permit application: (check New Construction 19 Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical 11Plumbing 11 Other ElFire Sprinkler System ProposedIrrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ,0 No 0 1 Existing? Yes ® No)3� Z 3 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to w%v-sv.sto rmwater0citvofpa.us Project Description a 9 Z 5F i -Ac---ta t5(D 2 CA Is project in a Flood Zone: Yes ® No❑ - Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or a" floor) Garage Carport '1 Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage (Total lot cov_lot size) Max Bldg Height 12 all structures 24 2g sq ft - c� i I I /.S Site Coverage(Sq Ft of all impervious) %of Site 2Coverage(total site cov_lot size) 3J5� s, Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 3 Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 1124/-- `1 V Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # �gi —7 Water Heater # I Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # ' Industrial waste pretreatment interceptor Grease Trap) Size Other describe T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx DUTCH DRIVE - - - CULVERT EXIST DRAINAGE __-__- '_0" DITCH Tj I _ U z - w I -<- - -4 ' .. I ELECTRICAL Ii�1 0- N i 1 SEWER i N WATER LINE I I g'_pI'I SET \ BP�i K L NEW SFD \\ 94 \ I I I I \\ II I I I C�VERED PATIO I I I I CONDENSER ON I i I I „ I I I P-0 I \� \ coNc'`P� l i I I i SETBACK o f o I TIGHTLINE TIED TO 1 \ DOWNSPOUTS&FTG 00 \ i I I DRAIN -DAYLIGHT \\ I I I I TO DITCH - - - --4 - - I- - - - - - - - - - - YLu I o Q un Lu I \ — w – T — EXIST DRAINAGE i� SITE PLAN NORTH 1" = 30' JUAN de FUCA BLUFFS 1311 DUTCH DRIVE SITE PLAN PORT ANGELES, WA 98363 Al " RACED WALL LINE CALCULATIONS BWL A BASED ON WIND(100 MPH): BWL 1 BASED ON WIND(100 BWL SPACING=16' =3.4' BWL SPACING=18' =3.70' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=3.4-1.96 =6.66' TOTAL BWP=3.70"1.96 =7.25' BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=32' =6.82' BWL LENGTH=52' =11.02' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=16': 1.00 BWL SPACING=18': 1.00 WALL DEAD LOAD=<15 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=6.82'•1.00 =6.82' TOTAL BWP=11.02"1.00 =11.02' BWL B BASED ON WIND(100 MPH): BWL 2 BASED ON WIND(100 MPH): BWL SPACING=16' =3.4' BWL SPACING=18' =3.70' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=3.4''1.96 =6.66' TOTAL BWP=3.70"1.96 =7.25' BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=56' =11.86' BWL LENGTH=60' =12.70' FACTORS: FACTORS: STORY HEIGHT=0': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=20': 1.00 BWL SPACING=23': 1.00 WALL DEAD LOAD=<15 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=11.86"1.00 =11.86' TOTAL BWP=12.70'`1.00 =12.70' BWL C BASED ON WIND(100 MPH): BWL 3 BASED ON WIND(100 MPH): BWL SPACING=20' =4.0' BWL SPACING=23' =4.6' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=4.0-1.96 =7.64' TOTAL BWP=4.6-1.96 =9.02' BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=56' =11.86' BWL LENGTH=52' =11.02' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=20': 1.00 BWL SPACING=23': 1.00 WALL DEAD LOAD=<15 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1_00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=11.86'•1.00 =11.86 TOTAL BWP=11.02'•1.00 =11.02' BWL D BASED ON WIND(100 MPH)(METHOD GB): BWL 4 BASED ON WIND(100 MPH): BWL SPACING=20' =4.0' BWL SPACING=23' =4.6' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=10': 1.00 RIDGE HEIGHT=10': 1.00 WALL HEIGHT=8': 0.90 WALL HEIGHT=B': 0.90 #BWL=4: 1.45 #BWL=4: 1.45 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.96 TOTAL FACTOR: 1.96 TOTAL BWP=4.0''1.96 =7.84' TOTAL BWP=4.6''1.96 =9.02' BASED ON SDC(D2)(METHOD GB): BASED ON SDC(D2) BWL LENGTH=56' =11.86' BWL LENGTH=28' =5.98' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=20': 1.00 BWL SPACING=35': 1.00 WALL DEAD LOAD=<15 PSF: 1.00 WALL DEAD LOAD=<15 PSF: 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 ROOF/CEILING DEAD LOAD=<15 PSF(ROOF ONLY): 1.00 INTERIOR GWB: 1.00 INTERIOR GWB: 1.00 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=11.86"1.00 =11_86' TOTAL BWP=5.98"1.00 =5.98' Pi*escfiptive Energy Code'Compliance-for:All-Clrmate'Zones iri Washington P,rojecf Inforinat on;• Contact-Information Lo 2�1 Ji NOVee Fuca::8luffs _ x x 7ad�d S csr f" y` 133 butch;Onve d r.., PNMA eless ikk 63 N>a z 9 s toad` u rleftstadios com £.3fi4;565r6269 ;a ,,. 7Fiis:project will bse the:require•ments of the Pi•escriptive,Path below.and incorporate the the:rnrriimum values:listed:In addition-based ohjhe size:of:the,strucfure,the appropnate:, numberof additional credits are checked:as chosen by.the permit°applicant •Authorized'Representativ �: :Date ° AIllChiiiii Zone°s em R-Value': :IJ-Factor'; Fenestration`U-Factor': n/a 0.30 Skylight U-Factor;• n/a 0.50 Glazed:Feriestration;SHGC°. n/a n/a Ceilin` 49 0.026 Wood-Frame 1Nall°k'T" 21 int 0.056 M's's Wall R-Value`, 21/21" 0.056 Floor 30' 0.029 Below Grade'Wall',,'` 10/15/21 int+TB 0.042 Slab°F2-Value 8 De th; 10,2 It n/a ;'-Table R402:1.1 and:Table R402.1.3.Footnotes included on Page 2 Each dwelling unit in one and two 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: �.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. ri;�"ti.Medium Dwelling Unit: 1.5 points / ISI All dwelling units that are not included in#1 or#3,including additions over 750 square feet. E).Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. f Table R406.2 Summary: -Option •Descnptiori• Credit(s) 1a 'Efficient Building Envelopela: 0.5 Q 5 lb-, Efficient'Building E,nvelope;lb. 1:0 1c : Efficient:Building Env elope'16 2a: AirL•eakage:Confrol:and Efficient Ventilation 26° 0:5> 2b:, Air:Leakage:ControkandEfficient•Ventilation2b+ 1:0>• 2c:, Air-Leakage Control;and Efficient:Ventilation 2c 1e5 3a- High Efficiency HVAC 3a 0:5,::. 3b'' High Efficiency,'HVAC 3b 1'0' 3c: Ffigh Efficiency,HVAC 3c 2 0 -, ,-3d°:-:-High Efficiency HVAC 3d ;4 High Efficiency.HVAC Distribution System TO> 5a> I Efficierit;Water:Heating 0°5 5b"' Efficien Nater•Heating 15 :6 Renewable Electric Energy. 0:5° '1200 0,0 Total:Credits: *Please:refer;to Tabfe R406 2 for.complete option descriptions - http://www.energy.wsu.edu/Documents/2012%WRes.%20Energy,pdf° Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .=continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table Al 01.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 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. 9 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. 1 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. 132 Ll222 j1323J ! ? rxr• q ' 6 121$ � rrr f y B 7 8 9 = i 5 r• x ^ q 13 y ;_� , 4 0`. e k ad r r 24 .12t 1213 13 44 N 23 1312 2 ` Z 1307 14 of 2 1316 rt I s s.` � 15 " �~ 1302 \\ - .zi fty 1620 / i \ r 17 1310 17, r N y ' Y t4 T' i C� J Wc� �' peg -V t. .. �N :`'• S 1��� F * � '4 .0 R 56-0' 16.41" 16-0' 24-0' SHEET NOTES: ELECTRICAL WORK TO BE DESIGNED AND PERMITTED BY ELECTRICAL CONTRACTOR 1 SEE FRAMING PUN FOR DIMENSIONS,SCHEDULES,BRACED WALL 4 1 PANELS,ETC - 1 1 SEAL ALL PENETRATIONS THROWN EXTERIOR WALL,FLOOR,OR CEILINGS INCLUDING WIRING,CONDUIT,PLUMBING,ETC 13i of ELECTRICAL BOXES AT EXTERIOR WALLS TO BE SEALED AND HAVE 12 1 11'-B3�' CASKETS. I RECESSED UGMi FIXTURES AND EXHAUST FANS TO BE IC-RATED SIS AND MEET AIR LEAKAGE REQUIREMENTS. MASTER BEDROOM ------------- s'-e x 12'-6" COVERED PATIO ll'-9"x9,-9" o A KEYNOTES: --4444-- �-4444— � CONCRETE LANDING I'BELOWFINISMftAOR- 1 S 2 I I 4 BROOM FINISH WI CLOS ''1 BH EMERGENCY 1 4 7 11 1 ESCAPE 7-2"x 5'-0"1 © 3'-6'HIGH WALL W/GVM CAP _..w 39,"HIGH WP11 1 Ob LINEN O 1 ....� .: °�i b ....� 1 � ❑, 22'x31'MIN ATTIC ACTFcc ABOVE-SEE 1 Z w /f'� BEDROOM 2 W WC d D tp 'y`- S 4 ® UNE OF SOFFIT ABOVE MSTR BATH 3 5 _sw e� I lr-3^x 11'-z g o ELECTRIC SERVICE w 410SSMOWER' O Q 3 ® '....._ 6 Q7 SPRINKLER VALVE ACCESS ^ C o • �'+� -... •.., I{TR STEP P 3.1 FRAMED OPENING W/HEAD�6'-B'AFF-GWB WRAP 3 WALK-INS C___ 4 IAMBS A HEAD 0B•ENTRY rad—" --- CLOSET; WMX-IN �9 TBP RELIEF VALVE DRAIN UNE 9'- x6'-2" — \ii --- (CLOSET DRYER EXHAUST DUCT EGRESS 11 MICRO HOOD ABOVE STUDY BEDROOM 3 12 CATKIN MODEL FTXSI2LVIU 23 SEER,12.5 HSPF GARAGE 10'-10^x 11'-6• 12'-3"x 10'-10• MSAO ONDUCTIE55 HEAT PUMP AIR HANDIER 21'-0•x 23'-0" COVERED ENTRY N WALL 9'-7"K 13'-7" IJ CATKIN MODEL RX5121V)U MINI-SMR CONDENSER ❑ UNIT ON CONCRETE PAD r EMERGENCY ESCAPE I I i I I I I I I I I 22'4)' 9-6y2" 24'-Sy2 FLOOR PLAN _ � """'L'°'° °"'°"' INDEX: EXTERIOR JUAN DE FUCA BLUFFS LOT 21 UpperLeft AN COVER SMEEi A2.9 ROOF PINI xBrsFT ax vvrAa°ucrlu�as A2.1 FOUNDAATION PLAN A3.2 EXTERIOR ELEVATIONS FLOOR A1.1 A2.2 FRAMING PUN A4.1 SECTIONS BDETAILS 1311 DUTCH DRIVE, PORT ANGELES, WA studios vevrisron rvon-wn�nmoi A2.3 ROOF FRAMING PIAN ASA DETAILS Address: 1311 Dutch Drive THE ,T �+j For City Use CITY OFP2FT 1�1 LL Permit# - Z WASH I N G T o N, U. S. Date Re eiv /Q -d- 321 E 51h Street Date App Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cityofpa.us BUILDING PERMIT APPLICATION Pro'ect Address: 13/ 1 D J—i I v Phone: Primary Contact: --ra U= Email: Name Phone F r1> Property Mailing Address Email Owner --710 i-- — � Citv State Zi Name hone flv E -r 0 Contractor Address ' ° Email —710 Information CiJ cam' tY at-:!::LJ-JA �' State A ZIA Zip Contractor License# Exp.Da 4 Legal Description: Zoning: 1.0roject Value: (materials and labor) $ IS 3 Residenti 1 IR Coif, r ' ❑ I dustrial ❑ Public ❑ Permit Demolitio ❑ Fi.W Repair Reroof(tear off/lay over) ❑ Classification For the foilwin ill both pages Dermit application: (check New Const do m Exterior Reel 1:1 Addition ❑ Tenant Improvement ❑ appropriate) Mechanica �P ing ❑ ther ❑ Will a fire sprinkler system be in't' ed Irrigation S tem? Proposed Bathrooms Proposed Bedrooms or modified? Yes l No ❑ Yes ❑ 2 Project Description &� Is project in a Flood Zone: Yes ❑ Nom Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date t2JZ � Print Name �j PeACE Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement 7. First Floor Second Floor Covered Deck/Porch/Entry 26 O Deck(over 30"or a° floor) Garage co Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage_lot size) PL t Lo Z30(D )01!o Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage_lot size) t >12, Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # re ration Evaporative Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fire lace/ as Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx