The URL can be used to link to this page

Home My WebLink About1217 Dutch Drive Address: 1217 Dutch Drive / moi ?arc`- �`— . PREPARED 8/07/15, 9:46:16 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/07/15 ---------------- --- ADDRESS . : 1217 DUTCH DR SUBDIV: CONTRACTOR DUTCH DRIVE DEVELOPMENT LLC PHONE (360) 565-6269 OWNER PA PARTNERS LLC PHONE (360) 303-8748 PARCEL 06-30-01-8-0-0130-0000- APPL NUMBER: 15-00000343 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----—---------------------------------------—--------------------------—-------------------- BL1 01 4/30/15 JLL BLDG FOUNDATION FOOTING 4/30/15 AP April 30, 2015 8:27:36 AM jlierly. reid moore April 30, 2015 4:53:09 PM jlierly. BL2 01 5/04/15 JLL BLDG FOUNDATION STEM WALL 5/04/15 AP May 4, 2015 10:01:25 AM jlierly. reid 460-4561 May 4, 2015 4:08:28 PM jlierly. BFF 01 5/18/15 JLL BLDG FLOOR FRAMING 5/18/15 AP May 18, 2015 9:51:36 AM jlierly. Reid 460-4561 May 18, 2015 3:53:00 PM jlierly. BLSH 01 6/03/15 JLL BLDG SHEATHING 6/03/15 AP June 3, 2015 8:49:54 AM jlierly. reid June 3, 2015 3:21:05 PM jlierly. BAIR 01 6/24/15 PB BLDG AIR SEAL 6/24/15 AP June 24, 2015 8:44:57 AM pbarthol. June 24, 2015 4:43:47 PM pbarthol. BL3 01 6/24/15 PB BLDG FRAMING 6/24/15 AP June 24, 2015 8:44:34 AM pbarthol. Todd 565-6269 June 24, 2015 4:43:47 PM pbarthol. BLI 01 6/29/15 JLL BLDG INSULATION 7/21/15 AP June 29, 2015 9:32:15 AM jlierly. July 21, 2015 2:11:30 PM jlierly. BLDR 01 7/06/15 JLL BLDG DRYWALL IBWP 7/06/15 AP July 6, 2015 9:17:35 AM jlierly. Larry July 6, 2015 4:15:32 PM jlierly. FFNL O1 8/04/15 KDD FIRE FINAL 8/04/15 AP August 4, 2015 11:32:07 AM kdubuc. August 4, 2015 11:32:25 AM kdubuc. BL99 01 8/07/15 AmOA BLDG FINAL August 7, 2015 9:36:38 AM jlierly. PERMIT: ME 00 MEI PERMIT REQUESTEDAI SP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------—----------—------ ME1 01 6/24/15 PB MECHANICAL ROUGH-IN 6/24/15 AP June 24, 2015 4:43:16 PM pbarthol. June 24, 2015 4:43:47 PM pbarthol. ME99 01 8/07/15 J 1� MECHANICAL FINAL August 7, 2015 9:36:51 AM jlierly. ------------------------------------------------------------------- PERMIT: PL 00 PLUMBIN PE IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 8/07/15, 9:46:16 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/07/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1217 DUTCH DR SUBDIV: CONTRACTOR DUTCH DRIVE DEVELOPMENT LLC PHONE (360) 565-6269 OWNER PA PARTNERS LLC PHONE (360) 303-8748 PARCEL 06-30-01-8-0-0130-0000- APPL NUMBER: 15-00000343 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------— - -- PL6 01 5/15/15 JLL PLUMBING WATER SUPPLY 5/15/15 AP May 15, 2015 9:33:07 AM Jlierly. danny May 15, 2015 4:28:13 PM Jlierly. PL2 01 6/23/15 JLL PLUMBING ROUGH-IN 7/21/15 AP June 23, 2015 9:07:45 AM jlierly. 460-5721 July 21, 2015 2:11:11 PM jlierly. PL99 01 8/07/15 L PLUMBING FINAL August 7, 2015 9:37:03 AM jlierly. ----------------------�-7 ---------- COMMENTS AND NOTES JL CC CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000343 Date 4/29/15 Application pin number . . . 231476 Property Address . . . . . . 1217 DUTCH DR ASSESSOR PARCEL NUMBER: 06-30-01-8-0-0130-0000- REPORT SALES TAX W Application type description RES NEW SFR Subdivision Name . . . . . . on your state excise tax form Property Use . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 156169 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 1609 sq ft 1 story sfr with attached garage ---------------------------------------------------------------------------- Owner Contractor PA PARTNERS LLC DUTCH DRIVE DEVELOPMENT LLC 710 LARRABEE AVE 710 LARRABEE AVE BELLINGHAM WA 98225 BELLINGHAM (360) 303-8748 BELLINGHAM WA 98225 (360) 565-6269 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1609 SQ FT SFR Permit Fee . . . . 1339.45 Plan Check Fee 870.64 Issue Date . . . . 4/29/15. Valuation . . . . 156169 Expiration Date 10/26/15 v Qty Unit Charge Per Extension BASE FEE 1020.25 Q� 57.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 319.20 ------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 171.20 Plan Check Fee .00 4 Issue Date . . . . 4/29/15 Valuation . . . 0 _\\ Expiration Date 10/26/15 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 5.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 74.00 J ----------------------------------- - Permit . . . . . . PLUMBING .PERMIT !� Additional desc SFR PLUMBING Permit Fee 170.00 Plan Check Fee .00 !� Issue Date . . . . 4/29/15 Valuation 0 Expiration Date . . 10/26/15 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 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 V not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Y 'Z) &1IC �- Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit •E 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 2 Application Number . . . . . 15-00000343 Date 4/29/15 Application pin number . . . 231476 REPORT SALES TAX Qty Unit Charge Per Extension our state excise tax form 4.00 7.0000 EA PL-DRAINon VENT PIPING 28.00 Y 1.00 15.0000 EA PL-SEWER LINE 15.00 to the City of Port Angeles 1.00 7.0000 PL-WATER HEATER 7.00 -- -- Location Code 0502) Special Notes and Comments April 8, 2015 8:10:17 AM rbecker. For your lawn sprinkler system, you will need to install a double check valve assembly. If your fire sprinkler system is a closed system, you will need to install a double check valve asssembly. If the fire system is an open system, you do not need a backflow assembly. 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. Owner is responsible for ongoing fire sprinkler system inspection and testing per the current addition of NFPA 25. April 7, 2015 2:58:36 PM sroberds. The proposal will result in a new sfr in the RS-11 zone for total lot cov of 21°s and site cov of 280. No land use issues anticipated. 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. S. 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 BMP T5.13. Consider applying for the City Green Infrastructure Rebate 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 v 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 . . . . . 15-00000343 Date 4/29/15 Application pin number . . . 231476 ----------- -------------------- ------------ - REPORT SALES TAX Special Notes and Comments of up to $750.00 towards the materials to install rain on your state excise tax form garden to control roof and driveway runoff. Also rebates to the City of Port Angeles available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 (Location Code 0502) 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. Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 The contractor 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. 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 1680.65 1680.65 .00 .00 Plan Check Total 870.64 870.64 .00 .00 Other Fee Total 5534.50 5534.50 .00 .00 Grand Total 8085.79 8085.79 .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 ♦ ^O 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 1 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 THS ��1T ;,�N-GELES For City Use CITY of � � _ Permit# W ASH I N G r o N, U . S . Date Received: 321 E Slh Street /Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email: Verrnits(@cityofpa.us BUILDING PERMIT PPLICATION Project Address: 1224-7 0- ziAA Phone: 3(0o Primary Contact: --rt of--,�, SrnlCEP— Email:rrDvp (>f, os, c Name Phone .FN Pp'1Z7r [Eg-S 3(O Z) -303 Property Mailing Address Email Owner -7 b I-P,P,9s 'des- JN City State Zip r3t!!:c l/ c�ta POc \d P t 225 Name Phone �D v 7C N iD R,A\J a 'D �(x P ,�T _3P(00 - Z Contractor Address Email —7/0 L-a i�r�3 C;G AJ(✓ 'To�D v PEk-L - .$Yv P AS LU I' Information city�c ham//r� A State wA zip Z d 8' z Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) Residential 1 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 'd Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 0 No D Existing? Yes 1A No 13 Z 3 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to wwNv.stormwater@citvo(pa.us Project Description �� ) to o Z G� tZ GP2��v Is project in a Flood Zone: Yes ® Non 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 1 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 I issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. 6--A1 CC- /L- Date A 1'3/ 1 C Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions($Q FT) Floor area Floor area $Value new area Basement First Floor , &� Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2'dfloor) �J Garage Carport Other(describe) r 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 Covera a Calculations y Lot Size (sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov_lot size) Max Bldg Height 11 3 3 � all structures 'Z3 s ft 2s) , % /5 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) 31 AP "7-?, b .- 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 'L V- g;J j Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # 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 TIGHTLINE TIED TO - - - - - - D WN P • °• / 0 S OUTS G ' I / DRAIN-DA HT / TO DIT CULVE 0, CONDENSER ON CONC PAD0 Lu I i \ - / I WATER LINE bo SEWE i 81-011 /ELEC 46AL31* SETBACK L — — — — — — / / ^ \ EW - - - - - // \ \ I \ - - - - - - - - - - - - - SE-�g�G m E N t— - - - - - - - - - - - - - - - - - - -- - v SITE PLAN = 1"=30' _ JUAN de FUCA BLUFFS 1217 DUTCH DRIVE SUE PIAN PORT ANGELES, WA 98363 Al 'tes,�giptive Energy Code C6rripiia4ce;for:AB Cl.irnat6.Zon'es iti Washington':: ! ProjectArlorination;� - �Coirtact•tafvirrratan:' �.+Ct'��+�. fi.�i �E51�L'",.�3..��3�..7 r _.S a �' �wm. .m�`�" �i'�° y!'. ,.k s mna..,r�...,.�.� .v.I��'s��;'4s43 ,�-•.--�-•.--�» '_ :This project will use'the:requirements of the Piescriptive Path below,acid incorporate the•. : : : : : : : : : : : : : : : : the:minimurri values:listed:In addition,:based oh•the:siie vf1he•structiure,the appropriate:;: : : : :nrimher'df•additional credits are checked:as chosen by the permit:aPplicant' : : ::: : ::::: :-: : ::: Authoiized:Representative: :;Date •R-Veluea:' :U-Facfara Fenestration:U'Fadorb: n/a 0.30 Skylight U-Factor: n/a 0.50 Glazed;FenestratlDn:SHGC° n/a n/a Ceilin 49' 0.026 Wood:Fram e'Wall9"�' 21 int 0.056 Mas V66 R-Valbe'.- 21/21" 0.056 Floor 309 0.029 Below Grade Wall``: 10/15/21 int+TB 0.042 Slab°R-Value&Ce'th;' 10,2 ft n/a :`Table 8402:1•.1 and:Table R402.1.3:Fdotnotes:indutled:dn Page:2.: Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 1012 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. r7�1.Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3,including additions over 750 square feet. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. -Table 8406.2^Summary: Optio De•sciiptiori :Credit(s): 1a:- ;Efficient-Building Envelcpe�1a: 0�5• :Q•S', 1b:` :Efficient'Building Envelope:lb: 1E-' •Effrcient:Buildin`9 Ehvelo e:1d 20: P. . - '� 2a. Air:CeEfferent Vent lation 2a• D;5 :❑ 2b• Air:L•eakbge•Cobtrol•and Effrcierit•Ventilation 2b: :1 0 2c:• :Air-Leakage:Control:and Efficient_Ventilation'2c- J-5 3a. High EfficiencyHVAC3a: 0'5' 3b•` High Efficiency HVAC 36 •Q,. 3c: :High Efficiency.HVAC-3c: 20 :38•' High EfficiendyHVAC 3d•' 4: ;High Efficiency_HVAC Distribution System• 1�0 5a:' Effcient'Water.Heating 5b-' j Efficient:Water-Heatirig: :1:5 Renewable Electric Energy. D S `-1200 :Q•Q': :Totel:Credits *Please:refer:to Table R406 2-for'.complete:option de'scr'iptions: http://www.energy.wsu.edu/Documents/201 2%20Res%20Energy_pdf Table R402.1.1 Footnotes For A 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. i 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. BRACE ® WALL LINE CALCULATI ® NS BWL A BASED ON WIND(100 MPH): BWL I BASED ON WIND(100 MPH): BWL SPACING=18' =2.8' BWL SPACING=20' =4.0' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=6: x.73 RIDGE HEIGHT=6': -0.73 WALL HEIGHT=8': 0.90 WALL HEIGHT=9: 0.90 #BWL=4: 1.45 #BWL=4: 1.45 TOTAL FACTOR: 1.43 TOTAL FACTOR: 1.43 TOTAL BWP=2.8-1.43 =4.00' TOTAL BWP=4.0"1.43 =5.77 BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=63' =13.33' BWL LENGTH=18' =3.86' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=18': 1.00 BWL SPACING=20': 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 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=13.33'•1.00 =13.33' TOTAL BWP=3.86'`1.00 =3.86' BWL B BASED ON WIND(100 MPH): BWL 2 BASED ON WIND(100 MPH): BWL SPACING=16' =2.8' BWL SPACING=20' =4.0' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=6': 0.73 RIDGE HEIGHT=6': 0.73 WALL HEIGHT=IT: 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 1.45 TOTAL FACTOR: 1.43 TOTAL FACTOR: 1.43 TOTAL BWP=2.8"1.43 =4.00' TOTAL BWP=4.0"1.43 =5.72' BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=63' =13.33' BWL LENGTH=53' =11.23' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=B': 1.00 BWL SPACING=18': 1.00 BWL SPACING=20': 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 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=13.33"1.00 =13.33' TOTAL BWP=3.86"1.00 =1113' BWL C BASED ON WIND(100 MPH): BWL 3 BASED ON WIND(100 MPH): BWL SPACING=21' =4.2' BWL SPACING=25' =5.0' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1.50 RIDGE HEIGHT=6': 0.73 RIDGE HEIGHT=6': 0.73 WALL HEIGHT=6': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 1.45 TOTAL FACTOR: 1.43 TOTAL FACTOR: 1.43 TOTAL BWP=4.2"1.43- =6.01' TOTAL BWP=5.0"1.43 =5.00' BASED ON SDC(132) BASED ON SDC(D2) BWL LENGTH=46 =9.76' BWL LENGTH=53' =11.23' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=21': 1.00 BWL SPACING=20': 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 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=9.76"1.00 =9.76' TOTAL BWP=3.86"1.00 =11.23' BWL D BASED ON WIND(100 MPH): BWL 4 BASED ON WIND(100 MPH): BWL SPACING=21' =4.2' BWL SPACING=25' =5.0' FACTORS: FACTORS: EXPOSURE D: 1.50 EXPOSURE D: 1:50 RIDGE HEIGHT=6': 0.73 RIDGE HEIGHT=6': 0.73 WALL HEIGHT=8': 0.90 WALL HEIGHT=8': 0.90 #BWL=4: 1.45 #BWL=4: 1.45 TOTAL FACTOR: 1.43 TOTAL FACTOR: 1.43 TOTAL BWP=4.2-11.43 =6.01' TOTAL BWP=5.0-1.43 =5.00' BASED ON SDC(D2) BASED ON SDC(D2) BWL LENGTH=24' =5.14' BWL LENGTH=32' =6.82' FACTORS: FACTORS: STORY HEIGHT=8': 1.00 STORY HEIGHT=8': 1.00 BWL SPACING=21': 1.00 BWL SPACING=20': 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 TOTAL FACTOR: 1.00 TOTAL FACTOR: 1.00 TOTAL BWP=5.14"1.00 =5.14' TOTAL 13WP=6.82"1.00 =6.82'