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Home My WebLink About1221 Dutch Drive Address: 1221 Dutch Drive PREPARED 12/05/16, 10:52:48 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/05/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1221 DUTCH DR SUBDIV: CONTRACTOR DUTCH DRIVE DEVELOPMENT LLC PHONE (360) 565-6269 OWNER PAPARTNERSLLC PHONE PARCEL 06-30-01-8-0-0240-0000- APPL NUMBER: 16-00000603 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------- ----- PL6 01 6/06/16 JLL PLUMBING WATER SUPPLY 6/06/16 AP June 6, 2016 9:56:25 AM jlierly. Danny 460-0776 June 6, 2016 4:17:11 PM jlierly. PL2 01 8/30/16 JLL PLUMBING ROUGH-IN 8/31/16 AP August 30, 2016 8:30:38 AM jlierly. August 31, 2016 8:27:20 AM jlierly. PL3 01 8/30/16 JLL PLUMBING GAS LINE 8/31/16 AP August 30, 2016 8:30:14 AM jlierly. Todd 565-6269 August 31, 2016 8:27:20 AM jlierly. PLSP O1 12/05/16 PLUMBING SHOWER PAN December 5, 2016 10:22:12 AM jlierly. 808-0512 chris. -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 12/19/16, 13:35:56 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/19/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1221 DUTCH DR SUBDIV: CONTRACTOR DUTCH DRIVE DEVELOPMENT LLC PHONE (360) 565-6269 OWNER PA PARTNERS LLC PHONE PARCEL 06-30-01-8-0-0240-0000- APPL NUMBER: 16-00000603 RES NEW SFR ---—-------------------------------—---------------------------——-------------—------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---—------—----------------------------—---------------------------------------------------- ME5 01 9/02/16 JLL MECHANICAL DUCTS 9/02/16 AP September 2, 2016 4:16:46 PM jlierly. September 2, 2016 4:18:44 PM jlierly. ME99 01 12/19/16 19 MECHANICAL FINAL December 19, 2016 9:23:17 AM jlierly. PERMIT: PL 00 PLUMBING ZIT IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --—---------------—------------------------------------—---------------—------------------- PL6 01 6/06/16 JLL PLUMBING WATER SUPPLY 6/06/16 AP June 6, 2016 9:56:25 AM jlierly. Danny 460-0776 June 6, 2016 4:17:11 PM jlierly. PL2 01 8/30/16 JLL PLUMBING ROUGH-IN 8/31/16 AP August 30, 2016 8:30:38 AM jlierly. August 31, 2016 8:27:20 AM jlierly. PL3 01 8/30/16 JLL PLUMBING GAS LINE 8/31/16 AP August 30, 2016 8:30:14 AM jlierly. Todd 565-6269 August 31, 2016 8:27:20 AM jlierly. PLSP O1 12/05/16 JLL PLUMBING SHOWER PAN 12/05/16 DA December 5, 2016 10:22:12 AM jlierly. 808-0512 chris. December 5, 2016 4:56:35 PM jlierly. December 5, 2016 5:00:35 PM jlierly. Provide water for seal test recall when ready/jll PLSP 02 12/09/16 JLL PLUMBING SHOWER PAN 12/09/16 AP December 9, 2016 10:06:50 AM jlierly. Chris 808-0512 December 9, 2016 4:12:39 PM jlierly. PL99 01 12/19/16J PLUMBING FINAL December 19, 2016 9:23:29 AM jlierly. -------------—------------ --------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES t��J� DEPARTMENTOF COMMUNITY & ECONOMIC DEVELOPMENT- 13UIL1)ING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . 16-00000603 Date 5/20/16 Application pin number 077644 _ Property Address . . . . . . 1221 DUTCH DR ASSESSOR PARCEL NUMBER: 06-30-01-8-0-0240-0000- REPORT SALES TAX Application type description RES NEW SFR on your state excise tax form Subdivision Name . . . . . . Property Use to the City of Port Angeles sIOn Code �f Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY- (Location O$O2) 1 Application valuation . . . . 212505 N4 Application desc NEW 2 STORY SINGLE FAMILY W/ATTACHED GARAGE ---------------------------------------------------------------------------- Owner Contractor ------------------------ --------------------- ( PA PARTNERS LLC DUTCH DRIVE bEVELOPMENT LLC 3 710 LARRABEE AVE 710 LARRABEE AVE BELLINGHAM, WA BELLINGHAM BELLINGHAM WA 982.25 BELLINGHAM WA 98225 (360) 565-6269 ---------------------------------------------------------------------------- Permit . . . . . . DRIVEWAY INSTALLATION Additional desc . Permit Fee . . . . 180.00 Plan Check Fee .00 Issue Date . . . . 5/20/16 Valuation . . . . 0 Expiration Date 11/16/16 Qty Unit Charge Per Extension BASE FEE 180.00 ---------------------------------7------------------------------------------ '' Permit . . . . . . PUBLIC WORKS RES WATER SERV a i Additional desc . . 3/4 INCH DROP IN METER Permit Fee . . . . 420.00 Plan Check Fee .00 ^ .l Issue Date . . . . 5/20/16 Valuation . . . . 212505 lel - Expiration Date 11/16/16 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 . . . . 5/20/16 Valuation . . . . 212505 Expiration Date . . 11/16/16 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 - -. ------------------------=--------------------------------------------------- Special Notes and Comments April 29, 2016 8:21:07 AM rbecker. If the fire sprinkler is a closed system, you will need to install a double check valve assembly. If the fire system is an open system, you do not need to install a backflow assembly. M o Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within.180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does' not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction.J57 ho /(D 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 AIR SEAL: Walls Ceiling FRAMING: •f 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 Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 7 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 16-00000603 Date 5/20/16 Application pin number 077644 -------------------------------- ---------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form If you have any questions call Ron Becker at 360-417-4886, to the City of Port Angeles fax:360-452-4972, or E-mail:rbecker@cityofpa.us All homes in new subdivisions that are outside of the Fire (Location Code 0502) 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. 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. May 18, 2016 3:22:45 PM permits. project will result in a 3bed 3bath 3110SF 2 story SFR with 17.7$ lot coverage and 35.6% site coverage. Max building height 2817"no land use problems anticipated Electrical load calculations and electrical permits are required. Ditches & 12" culverts will be installed to City Standards. 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 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. Sanitary sewer connection inspection is required by 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 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 Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: 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 CITY OF PORT ANGELES 1� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION e 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 16-00000603 Date 5/20/16 Application pin number 077644 -------------------------------- ---------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form Public Works prior to back fill of ditch. 24 hour advance to the Cit of Port Angeles notice is required. Public Works Inspection request line y 9 417-4831 (Location Code 0502) ' 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. 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 7 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 750.00 750.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5534.50 5534.50 .00 .00 Grand Total 6284.50 6284.50 .00 .00 Separate Permits are required forelectrical work,SEPA,.Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized isnot commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) 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 AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling1 Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/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 THF- GL For City Use CITY C?F' � _ � � 2 Permit# W A S H 1 1V G� T O N, U. S. 1 Date Received: 321 E 5th Street Date Approved .` Port Angeles,WA 9836 FILE c P:360-417-4817 F:360-417-4711 Email:permits(&cityofpa.us BUILDING PERMI A PLICATION Project Address: r'L21 Phone: Primary Contact: Email:--coop uPp�Rt„E �7v01�5• L Name Phone PAIz rl 3W- :3Q:3 Property Mailing Address Email Owner o L.Xe JL -TNo ® L CA City State Zip �wrl N �n1 A 22.x" Name Phone uTU� D v rY Gt91T 360- 5LaS- (v21P Contractor Address Email Information A4 E --rvDD @J'a?Pa L-tx- T5TQ o l os LO/v� City Bf---L-W 41A A FA, State WN Contractor License# Z 'L Exp.Date: 3 V �-b Leg-al Description: Zoning: Tax Parcel# Project Value: (materials and labor) FU 7,5 11 $ 212 Residential Commercial 11Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ a Classification For the following,fill out both pages of permit application: (check New Construction .R Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical -SJ Plumbing R Other ❑ Fire Sprinkler System Proposed I Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ;W No 0 Existing? Yes E3 No J@ 3 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaterCa)dtyo a.us Project Description Is project in a Flood Zone: Yes ❑ NoJR Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. �>-z-�1 � [o �-r-ona S Pa✓rl� � Date Print Name Signature r 1 ' Residential Structures Existing Proposed Construction For Office Use Area Descrip4ohs(S0117T) Floor area Floor area F $Value new area BasementrY t First Floor Second Floor ' 4 QO Covered Deck/Porch/Entry (q Deck(over 3o"or 2°d floor) Garage Carport 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 all structures 1 sq ft I ) 26 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) DO �•t.D ��o Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler go I Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # + Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # 3 Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Mise. 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 # 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:\Forms\2015 CED Form Updates\Building&Permitting\BP\Building Permit 20150415.docx PRETNISHEI PREFINISHEDMETALFlASHING TYPICAL ROOF ASSEMBLY: JSf�ijB C'�:tL GYPSUM BOARD NOTES:ALUMINUM GUARDRAIL TYPICAL WALL n ARCHITECTURAL TSHINGlES -6"MIN VERTICAL LEG-HI ( MAL Q DOOR PER PLAN WRB OVER VERTICAL LEG ASSEMBLY TYPE I UNDERIAYMENT INSULATION BAFFLE — �C.7�,A I) GYPSUM BOARD SHALL BE APLIED AT RIGHT ANGLES OR THRESHOLD- j?'OSB ROOF SHEATHING V PARALLEL TO FRAMING MEMBERS.ALL EDGES AND ENDS OF SET IN SEALANT J"TBG OSB SUB-FLOOR-GLUE& TYPICAL ROOF ASSEMBLY PRE-ENGINEERED WOOD ROOF TRUSSES GYPSUM BOARD SHALL OCCUR ON THE FRAMING MEMBERS, SELF-ADHERED SCREW TO JOISTS LOOSE FILL INSULATION EXCETR THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO MEMBRANE i"SPACERS ON JOISTS TYPICAL UPPER FLOOR i"GYPSUM BOARD CEILING FINISH THE FUMING EMBERS. CANTIEVERED F.00R JOISTS PER ASSEMBLY OVERHANG PER PLAN FASTEN GYPSUM BOARD TO WOOD FRAMING WITH TYPE W OR PREFIN@IED PUN TYPE S SCREWS.SCREWS SHALL PENETRATE FRAMING 5/8" METAL FLASHING �'GYPSUM BOARD CEILING FINISH PRE-FINISHED MINIMUM DECKING FINISH FLOOR 2tiMETAL GUTTER J"XIO WOOD FINISH FLOOR 2$- Y WFS BSIS SNL EXTERIOR FINISHES NOTES: Ix WOOD TRIM TOP OF PIATEh PLAN CONNECTOR PER ALL SIDING MATEAWS INCLUDING aAOaNG MATERIALS AND -PAINT TOP OF �r PIAN id WOOD FASCIA FASTENERS SHAH BE DESIGNED TO RESIST DESIGN WINO LOAD. PT 2x RIM RIGID INSULATION DOUBLE 2x6 TOP PLATE VENTED FIBER CEMENT SIDING MATERIALS TO BE INSTALLED PER MANUFACTURERS CANTILEVERED FLWR JOIST RIGID INSULATION @ RIM SOFFIT BOARD INSTRUCTIONS. PER PIAN - BEAM PER PLAN VENTED 2x BLOCIONG TYPICAL WALL ASSEMBLY a ATTACH SIDING WITiCORROSION-RE56TNE FASTENERS. 2x BLOCIONG TYPICAL WALL ASSEMBLY: HANGER PER TRUSS MANUFACTURER ix4 WOOD TRIM TYT&G OS UB PLO ONASSEMBLV: Q" 10 SECTION @DECK SECTION @LOW ROOF oTUseo-F OOR-GLUER O APPROVED CORROSION-MA NERT FLASHING ENTRY BE APPLIED WATER SEAL EWES-TIP TO THE WALL ONINAMANNER TO PREVENT ENTRY OF WATER FLOOR JOISTS PER PLAN 70 THE WALL ASSEMBLY. 11/2"=1'-0" 1 I/2"=1'-0" PRE-FINISHED GALV FLASHING I"GYPSUM BOARD CEILING FINISH REFER TO 3,9AS.2 FOR WINDOW INSTALLATION - NOTE: TYPICAL ROOF ASSEMBLY SEE PIAN FOR NUMBER OF FR 1NSVUITON BAFFLE 1 I/8"Tl CONTIN RIM BOARD TIBER CEMENT SIDING FINISH FLOOR 2-0'-0" ^� INSTALL PMANUFACTURER'S INSTRUCTIONS. RISERS AND TREAD DEPTH JOINTS SHALL OCCUR OVER FUMING MEMBERS AND SHALL BE VI Iil 'i C SFALID OR FLASHED. 2x12 STRINGER WP SIDING 1#"MINIMUM. OVERHANG PER PLAN WOOD TRIM PER ELEVATIONS 'I'�; SII :i MATE=+S'-1°AFF 1"y MASONRY VENEER �'I PRE-FINISHED SEAL ALL EDGES ADHERED MASONRY VENEER SHALL BE INSTALLED PER WALL FRAMING METAL GUTTER MANUFACTURER'S INSTRUCTIONS. 2x �I i �. (TYP) .! I —PLATE=+B'-I"AF�F�2h ,III V RIGID INSULATION @RIM ITRFAO OOD .�j - ) DOUBLE 2x6 TOP PLATE MP) I WOOD STRUCTURAL CONNECTOR PER TYPECAL WALL ASSEMBLY: i"PPLYWOOD RISER .� I - PUN SIDING PER ELEVATION TING.MING t1l WOOD FASCLA WEATHER-RESISTIVE BARRIER PER r. f/ II} DOUBLE 2x6 TOP PLATE _ II-�lj VENTED FIBER CEMENT 2x6 WOOD STUDS 24"OC DTHING TIC OSCREW ToSB WESUBBOOR ASSEMBLY-FLOORGLUE —U-rAL,, SOFFIT BOARD BATT INSULATION " VENTED 2.BLOCONG �"GWB INTERIORFINISH-PAINT FLOOR JOISTS PER PLAN 2x FIRE BLOCIONG IN UNE GYPSUM BOARD(IVP) ix4 WOOD TRIM WITH LITE(PAINT BATT INSULATION TIGHT TO WITH BLOOGt(IN UNDERSIDE OF SUB-FLOOR-SUPPORT SEAL ALL EWES-TYP 2.6 SILL PLATE @ 24^OC MAX TYPICAL WALL ASSEMBLY I i/8"TJ CONTN RIM BOARD 11 STAIR FRAMING PRE FINISHED GALV FLASHING FINISH FLOOR 1=W-9- ITT, ANCHOR BOLT PER PLAN PT 2.6 MUD SILL PRE-FINISHED GALV FLASHING � Q v WOOD TRIM PER ELEVATIONS SILL SEALER ANCHOR BOLT PER PLAN , `V� /VI^Q A O E zy1 Q Nom' -}�T,L'IN REE PIAN FOR NUMBER OF CONTINUOUS HORIZONTAL CONCRETE FOUNDATION WALL WOOD TRIM PER ELEVATIONS RISERS AND TREAD DEPTH REINFORCEMENT CONTINUOUS HORIZONTAL v �� I I j SLOPE GRADE AWAY VERTICIL REINFORCING REINFORCEMENT 2(BPLYWOOD \, I II II �j�� I' TYPICAL SLAB ASSEMBLY: SLOPE GRADE AWAY z PT 2xfi MUD SILL 1p N F�RANMI G�(TYP) 9 I �� _� 6MIL BPRRIAER �m RILL REALER ` i NEI �l ( ►�- I I I 4"COMPACTED GRAVEL BASE PERFORATED INUNDATION VENT BEYOND FOOTING DRAIN TOP— OF SLAB q PERFORATED p CONCRETE FOUNDATION WALL I"PLYWOOD TREAD II r N I DOWNSPOITTDRAIN DOTIN< VERTICAL REINFORCING �.. _ I I DOWNSPOUT DRAIN mp) FILTER FABRIC CONTINUOUS HORQ REINFORCING 1I NI ILII I.II PLYWOOD RISER FILTER FABRIC VAPOR 84RRIER (TYP) I i I�.i III ry,�i'j GYPSUM BOARD(TYP) I�I / 2x FIRE BLOCIQNG(TYP) LANDING FRAMING �.I U WALL FRAMING EO ERP EO CONTINUOUS HORIZ REINFORCING PER PIAN (Typ) FRE:DRAWING GRAVEL. ED ER PLA!EO WIDTH PER PLAN CONCRETE FOOTING FREE-DRAINING GRAVEL WIDTH PER PLAN CONCRETE FOOTING y 12 STAIR FRAMING ❑9 WALL SECTION @ GARAGE n TYPICAL WALL SECTION PRELIM ElD 3,,,Ta A,1 JUAN DE FUCA BLUFFS LOT 24 UpperLeft SECTIONS uweWDTs wrx me usEwlHfsE PERMIT SET !//Ta AD.1 COVER SHEET A2.3 UPPER FlAOR FRAMING PIAN Ai.2 EX1ER)OR ELEVATIONS waF w+rlmmmemxrmucnax DRMIr/em sEr +/xs/Ta A4L 1 0 1xeeRJlaTaminm wTxEs< ql.l LOWER FAOR PLAN A2.9 UPPER FUMING PLAN A4.1 SECTIONS ' wwe..vn neuro as BFFxoa:rnaxs A1.2 FUPPER FEDOROUNDATION PUN A2.5 ROOF FRAMING PLAN AR.1 DETAILS 1221 DUTCH DRIVE, PORT ANGELES, WA studios ,gip qph yWoj� A2.1 FOUNDATION PIAN A2.6 ROOF PIAN A5.2 DETAILS A2.2 LOWER FUMING PLAN A3.1 EXTERIOR ELEVATIONS Sl STRUCTURAL NOTES B DEIAILS FILE COPY moo mop i i soop ELECTRICAL / /TIGHTLINE TIED TO DOWNSPOUTS&FTG / DRAIN-DAYLI TO DITC DNp,GE pCISS 0 N i Lu CULVERT � C �I v o .00 / i o � o Eo COVERED t; m � fns ENTRY i u�I / CONC WALK X O O SEWER 18'W CONN 'e NEW SFD I �., �pf�� . .• o .. 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'_ .___ r : ._ __ t _I_ i _ I L r i , _ t f ' , is_ I L- t _ _ __ r Meca'Wind Pro v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 4/19/2016 Project No. 16140 Company Name ZENOVIC & ASSOCIATES Designed By MRS Address 301 EAST 6TH STREET, SUITE 1 Description STR. FOR NEW SFR City PORT ANGELES Customer Name UPPER LEFT STUDIOS State WA Proj Location 1221 DUTCH DRIVE, PORT ANGELES File Location: C:\Users\MADDIE\AppData\Roaming\MecaWind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Pitch of Roof = 5 : 12 Slope of Roof(Theta) = 22.62 Deg h: Mean Roof Ht = 22.68 ft Type of Roof = GABLED RHt: Ridge Ht = 26.36 ft Eht: Eave Height = 19.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 30.67 ft Bldg Width Across Ridge= 31.33 ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 See Fig 27.6-2 for Parapet wind Roof Press<res pressures See Table 27.6-2 J Mean mof htq Pa. a E� 14 9 Wind Wall Pressures Sea Table 27.6-1 h Plan Po Elevation 4 05 WW Gabled Roof Rxt)f edge prere firom tabtt Zones 1 or 3 as applicabic P1 or P3 Wind Dirixtion � ..�.o. h MWFRS Pressures for Wind Normal to 30.67 £t wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.02 h: Height to top of Windward Wall = 19.00 ft ph: Net Pressure at top of wall (windward + leeward) = 26.79 psf p0: Net Pressure at bottom of wall (windward + leeward) = 26.55 psf r ps: Side wall pressure acting away from wall = .54 * ph = -14.52 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -10.12 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 16.67 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 16.43 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 22.680 ft Lambda: Exposure Adjustment Factor = 1.196 Slope: Roof Slope = 22.62 Deg Zone Load Casel Load Case2 Psf Psf ---- ---------- ---------- 1 -16.75 9.62 2 -16.83 -8.02 3 -25.87 .00 4 -23.01 .00 5 -18.89 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -12.56 psf Povh3: Overhang pressure for zone 3 = -19.40 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 7.21 psf Povh3: Overhang pressure for zone 3 = .00 psf MWFRS Pressures for Wind Normal to 31.33 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.98 h: Height to top of Windward Wall = 26.36 ft ph: Net Pressure at top of wall (windward + leeward) = 28.43 psf p0: Net Pressure at bottom of wall (windward + leeward) = 27.41 psf ps: Side wall pressure acting away from wall = .54 * ph = -15.35 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -10.80 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 17.63 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 16.61 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 22.680 ft Lambda: Exposure Adjustment Factor = 1.196 Slope: Roof Slope = 22.62 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -16.75 9.62 2 -16.83 -8.02 3 -25.87 .00 4 -23.01 .00 5 -18.89 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -12.56 psf Povh3: Overhang pressure for zone 3 = -19.40 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 7.21 psf Povh3: Overhang pressure for zone 3 = .00 psf :Prq�C.efptivo E;riergyl CodgY2oirigllopge;foF:Ag;Cllitjaf��b�t'sshi WasFtitigttdn: rP�oJect►nl'orria4on: :CoUlebt�lOiuG'�r4uoh� .t" 'Sttt(i3O5 :T6fs prajict willu'sethe:rsquiremir> of the P►esedpt3ri hath tielo and inbospora3e ttii the minimurvi vahies.listed,In.aoditiori,fiased oh°the:ofig of hi°stniytimid fire appigpriate° :number of additional credRs ari cheekid:as ehof:eo fiy the pinhit:applieant.° ;Apdxui�ell]egresentative _ _ _ _ Bate° s R-Value" U-Factor" Fenestgtion -Factor°: n/a 0.30 Skylight U-Obcfor n/a 0.50 Glazed :F*flriestration'SHW n/a n/a Ceiling g 49 0.026 Wood:Franie Walw-' 21 int 0.056 Mass,W,a'1 R-�/elUe� 21/21" 0.056 Floor 309 0.029 Below Grade Wale: 10/15/21 int+TB 0.042 S R 1/alue 8 Depth: 10,2 ft n/a Table R402:1.1 andRUO fNW.j.3:FdothotesJncludeddn Paget. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the Intemational 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. Int.Medium Dwelling Unit: 1.5 points Idl 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. Tabid MCI'2°Sultiinary x 04 .ri: :bescn don bft a y� 3a. Efficient Envelops 1a: A S' -l?• p F-fficier t; yi 'ng Fnve G• c :lis„ Ffflcient:[uikfing Erivekipp, XQ 2a: Air lLea"kage ControGand EfricidntUentilation 2a 2b Air Leakage Control and Efficient Ventilation 2b 4:0 2C°• Air Leakage'Contral:and Efficient Ventilation 20. 1:5 p° Hgh Efficiency-HVAC4 0.5 : pb High Efficiency HVAC�6 1.0 3c: Ogh Efficiency HVAO 39: 2;0 3d High Efficiency,HVAC 3d �•0 gli Eff erlcy,HVAC Distwbutlort Systorn y:0 p. c+erit; ar•Heatuig; pb° Effiddnt:WaterHeatjrig: 10 Renewable Eiectdc Energy: }P °qrr d'rlptt��,s: C ! http://www.ener-gy.wsm...edu/bocuments/201 2%2ORes%2OEnerqY.Pdf Table R402.1.1 Footnotes For SI: 1 foot.= 304.8 mm, ci .=continuous insulation, int.=intermediate framing. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 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. goo, mow i � i / ELECTRICAL/TIGHTLINE TIED TO O` woo/ DOWNSPOUTS&FTG / eow DRAIN-DAYLI � Jo TO DITC NAGE FXZ GN mow �,' L' CULVERT owo o N �o //COVERED i I ,�, o co doop � ENTRY iI - CONC WALK —�� h o -. A. � � 0 SEWER 18'W CotIG NEW SFD I 101-011 0 SETBACK ` Ste\ mQ \ I CONDENSER ON WATER LINE lftft ` N� CONC PAD CONC PATIO - 89'-6„ SLOPE_ 5'-0" EASEMENT SITE PLAN 1" = 30' om Z JUAN de FUCA BLUFFS 1221 DUTCH DRIVE SITE PLAN PORT ANGELES, WA 98363 Al