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Home My WebLink About1414 Morning Court Address: 1414 Morning Court PREPARED 2/23/16, 9:20:25 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/23/16 ------- ADDRESS . : 1414 MORNING CT SUBDIV: CONTRACTOR : PHONE OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0410-0000- APPL NUMBER: 15-00000789 RES NEW SFR PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 8/10/15 JLL BLDG FOUNDATION FOOTING 8/11/15 AP August 10, 2015 10:01:02 AM jlierly. Curt 775 5450 - August 11, 2015 8:58:10 AM jlierly. " BL2 01 8/17/15 JLL BLDG FOUNDATION STEM WALL 8/17/15 AP August 17, 2015 10:21:38 AM jlierly. . curt 775-5450 AM inspecton August 17, 2015 4:19:47 PM jlierly. BFF O1 9/01/15 JLL BLDG FLOOR FRAMING - 9/01/15 AP September 1, 2015 10:11:53 AM jlierly. 461-3591 September 1, 2015 4:08:53 PM jlierly. BEXS O1 9/18/15 JLL BLDG EXTERIOR SHEETING 9/18/15 AP September 18, 2015 8:38:27 AM jlierly. clayton 461-3591 September 18, 2015 4:06:53 PM jlierly. . BAIR 01 10/29/15 JLL BLDG AIR SEAL 10/29/15 AP October 29, 2015 11:00:00 AM jlierly. October 29, 2015 4:20:43 PM jlierly. BL3 01 10/29/15 JLL BLDG FRAMING 10/29/15 DA October 29, 2015 11:00:15 AM jlierly. ben 461-2308 October 29, 2015 4:21:00 PM jlierly. electrical rough required and fire block above fp/jll BLI O1 12/22/15 JLL BLDG INSULATION 12/22/15 AP December 22, 2015 9:03:37 AM jlierly. December 22, 2015 4:34:54 PM jlierly. BL3 02 12/22/15 JLL BLDG FRAMING 12/22/15 AP December 22, 2015 9:02:47 AM jlierly. .Curt December 22, 2015 4:34:54 PM jlierly. BL99 01 2/2�3/}{ JLL BLDG FINAL February 23, 2016 9:07:01 AM jlierly. Derrick 461-8319 ------------' ------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------— ME6 01 12/22/15 JLL MECHANICAL GAS LINE 12/22/15 AP December 22, 2015 9:03:51 AM jlierly. December 22, 2015 4:34:54 PM jlierly. ME99 012/2 JL MECHANICAL FINAL -- - February 23, 2016 9:07:30 AM jlierly. PERMIT: PL 00 PLUMBI PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ -------------------------- CONTINUED ONTO NEXT PAGE '----------------------- - PREPARED 2/23/16, 9:20:25 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 2/23/16 ------------------------------------------------------------------------------------------------ ADDRESS 1414 MORNING CT SUBDIV: CONTRACTOR : PHONE OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0410-0000- APPL NUMBER: 15-00000789 RES NEW SFR ----------- ----- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------------------- --- ---- ---- PL2 01 10/01/15 JLL PLUMBING ROUGH-IN 10/01/15 AP September 30, 2015 4:22:20 PM jlierly. John JP plumbing October 1, 2015 4:07:06 PM jlierly. PL99 01 2/ 3/16J PLUMBING FINAL February 23, 2016 9:07:43 AM jlierly. --- ---------�--------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES tri DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION a� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000789 Date 8/06/15 Application pin number . . . 889989 Property Address . . . . . . 1414 MORNING CT Application Pn type description 06-3RES NEWSFR 06-30-14-6-7-0410-0000- REPORT SALES TAX v Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Location Code 0502) Application valuation . . . . 162724 Application desc 2478SF 3BED 2BATH SINGLE STORY SFR ---------------------------------------------------------------------------- Owner Contractor GREEN CROW PROPERTIES INC OWNER . PO BOX 2439 PORT ANGELES WA 983620312 ----------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc Permit Fee . . . . 1373.05 Plan Check Fee 892.48 Issue Date . . . . 8/06/15 Valuation . . . . 162724 Expiration Date . . 2/02/16 �( Qty Unit Charge Per Extension BASE FEE 1020.25 \ 63.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 1352.80 ------------------------------------------------------------- Permit . . . . MECHANICAL PERMIT Additional desc SFR MECHANICAL Permit Fee . . . . 178.45 Plan Check Fee .00 Issue Date 8/06/15 Valuation 0 Expiration Date 2/02/16 Qty Unit Charge Per , Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 4.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 29.00 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 . . 170.00 Plan Check Fee .00 Issue Date 8/06/15 Valuation . . . . 0 Expiration Date 2/02/16 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 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 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 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 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%GirGirders/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 /Li htin 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 �600 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000789 Date 8/06/15 Application pin number . . . 889989 REPORT SALES TAX Qty Unit Charge Per Extension on our state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 Y 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles -------------- ------------- ----------- Special Notes and Comments (Location Code 0502) July 14, 2015 8:07:01 AM tamiot. ELECTRICAL SERVICE TO COME FROM EXISTING PEDESTAL. ELECTRICAL PERMIT REQUIRED. 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. Ditches & 8" 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. 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 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 re,qui'red by Public Works-prior to back fill of ditch. 24 hour advance - notice dvance notice is required. Public Works Inspection request line 417-4831 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 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 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 . . . . . 15-00000789 Date 8/06/15 Application pin number . . . 889989 - -- ------------------------------ REPORT SALES TAX Special Notes and Comments finish grade. on your state excise tax form Construct driveway and Sidewalks to City Standards. to the City of Port Angeles Concrete with exposed aggregate or other non-standard (Location Code 0502) 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 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 1721.50 1721.50 .00 .00 Plan Check Total 892.48 892.48 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7908.48 7908.48 .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 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 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 iR iAFor City Use CITY OF , Permit# W A S H I N G T O N , U . S. Date Received: III /Is- 321 i S 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 ' Email:permits(a cityofpa ug BUILDING PERMI AfVPLICATION Project Address: 1414 Morning Court k'-J" - -I1 S- 5-4 go Phone:360-417-3669 Prima Contact:Bruce Emery Email:bruce reencrow.com Name Phone Green Crow Properties, Inc. 360-417-3669 Property Mailing Address P.O. mail Owner .O. Box 2439 bruce@greencrow.com city Port Angeles State WA 'i'98362 Name Green Crow Construction LLC Phone 360-417-3669 Contractor Address P.O. Box 2439 Email bruce@greencrow.com Information City Port Angeles State zi g WA P 98362 Contractor License#GREENCC933CZ Exp.Date:3/7/2017 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Lot 41 Riedell II Ph 3 RS-9 063014-670410 $ 162,724.00 Residential 8 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 8 Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System ProposedIrrigation System Proposed or Fr oposed Bathrooms Proposed Bedrooms or Existing? Yes ElNo D Existing? Yes ❑ No 0 3 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to Nvww.stormwater ciLtyofpa.us Project Description Construct a single-family residence Construct a single-family residence 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 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Date 7M=$5 Print Name Bruce Emery Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor 1,696 SF $144,160 Second Floor Covered Deck/Porch/Entry 272 SF $3,264 Deck(over 30"or z" floor) Garage 510 SF $15,300 Carport Other(describe) Area Totals 2,478 SF $162,724 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 14,070 all structures 7 sq ft 17.6% 21 feet Site Coverage(Sq Ft of all impervious) %of Site Coverage (total site cov_lot size) 3,578 SF 25.4% 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: o o Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 5 Boiler/Compressor Size: # Heating/Cooling appliance # 0 repair/alteration Ductless heat pump 1 Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) 0 Fireplace/Gas Stove/Gas Cook Stove/Misc. 0 Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 0 a Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 0 0 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater ## s � Plumbing Vent piping # Medical gas piping #of Outlets: � o Water Line # Fuel gas piping #of Outlets: � o Sewer Line # Industrial waste pretreatment 1 interceptor Grease Trap) Size Other describe : T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx U A NEW RESIDENCE FOR z GMEIEN (CROW PROPER=, n`4CC.. pRAwl�� INDEx: w � LOT toll MORNING COURT PORT ANGELES. WA A-1 51 TE PLAN � A-2 FOUNC;-ATION PLAN W 0 A-3 FLOOR PLAN 0 O a x A-4 ROOF FRAMINC. PLAN (1, 5EGTION5 m --- LST 41 / A-S EXTERIOR ELEVATION5 o o U z x / s //� DE51GN LOADS t NOTES z a F -----��--- / / . 03 M CARE CF DISCREPANCIES BETWEEN riff PLANS, REFERENCED R14ALLTANDARDS,AND ALL DISCREPANCIES CODER,THE MORE STRINGENT THE ATTENTION SHALL E ARFd1 ALL DISCREPANCIES RHALL BE ROEEBROUGHT TO f° i THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO FROLEEDMG (—( WITH ANT LLOfdC MVOLV£D. ,.I LIVE LOADS, 30 PRF(` L) l / FLOOR 10 PSF DESIGN DEAD LOADS: Q g ROOF 5 P5F X81 FLOOR 15 P5F BASIC WIND SPEED 100 MPH,E%POSURE C y RI �� 1qL d i' /// / DESIffI SEISMIC LOAD CATEGORT D2 m FOINDATIOL4 DESIGN SOIL PRESSURE.1900 P5F(A551PIED) a1 m ALL FCOTMGS SHALL BE PLACED A MINI"OF IS'BELOW FMI%ED GRADE 9 yg g I A / AND BEAR ON FIRM,UNDISTURBED SOIL LOWER FOOTWA TO FIRM _I BEARING IF SUITABLE SOIL 15 NOT FOND AT MNRIM FOOTIG DEPTHS. L %% GAR/taE�4 �-- -a //t Lca�Tl9rxc oRaNu TREATED UIOLD: n 8 i --------- Ta elan Bele+ ALL WOOD PLATES M DIRECT CONTACT WITH CONCRETE,MASONRY, a '----- t _ EARTH,OR ANNE ENAIT INCHES"4:D OF EARTH SHALL QUALITY PRESSURE TREATED M ACCORDANCE WITH OF AS DN MID BEAR THATBUILDIMARK- PROVIDE PRONDE iNT EATERS OF ASPHALT S.BLOC AWED TC AND PAPER MASONRY.OR WOOD LEDGERS.BLOCKIG,ETC AND CONCRETE, MASONRY.OR EXTERIOR STEEL y / / /t / faENEF:AL PROJECT NOTES /t /'/ MECHANICAL NOTES: 36.1d / xuuson:vm rGos Gw Gwuarav�Go un, NEIER � v Gu�iuGremG xuu v n®,sv,m enworwwna Al MORNMG COURT SITE PLAN ® ..m„» m• .v„..v.�,«.�. .s /✓el to 5'kk 0 0...�.,....,. �...o .o. .o x�.. MA- 1 7-75036 1/1 SL 1 1 4050 11 4050 3'-6° I ---+- 3 3050 SN 3050 SN 3 I o - iiiiiiiiii vii iiiii i 1- -_ BEAM A A A i _ - -—BEAM I 443 4-0 NOOK DECK s - I KITCHEN M. BEDROOM O P LL OO I i j 0 8080 SLGLDR FEF j OO I I � II II LIVING 3'-9" 3'-p" A �* 3068 GAS CN I I FIREPLACE O _ N ,\TILE5/ T 11 SH QUER I o I' CLOSET AUNDR O W 10 CFM z 8" V-011 (0--011 � ZAN 3'-O �I M. BArI' 0 O yo II �� ------- — MOKPANE 4 LINEN �M _1—___ gam FAN s R45 ID --———— _--- b^WALL OJ-iii:7iiii , OFURdUP ~� AtNo I > Al 3068 WATER NEATER ON ATTIC ACCESS LIMN w CFm P -—_ INSULATED PAD L - ---JFAN n 1 PROVIDE SEISMIC - STRAPS TO WALL FRAMING 3o6e BEDROOM 02 I!1"TYPE'X'GM WALLS 4 CEILING I`EAT PUMP GARAGE I UNIT ENTRY = i m I B B $ I TEMP BEDROOM "I 0 SN 3050 SN 0,(, 305 � C 5 5 5 I Q O i C /Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 1414 Morning Court Green Crow Properties Port Angeles Wa, 98362 Kurt Hansen 360-775-5450 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date t 9 - 2 Climate Zones . . R-Value U-Factor Fenestration U-Facto n/a 0.30 Skylight LI-Factor n/a 0.50 Glazed Fenestration SHGC n/a n/a Ceiling 491 0.026 Wood Frame Walig"' 21 int 0.056 Mass Wall R-Value' 21/21 0.056 Floor 309 0.029 Below Grade Wal 10,K 10/15/21 int+TB 0.042 Slab- R-Value& Depth 10, 2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) 1a JEfficient Building Envelope 1a 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 El 2b Air Leakage Control and Efficient Ventilation.2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 1.0 3c High Efficiency HVAC 3c 2.0 E] 3d High Efficiency HVAC 3d 1.0 El 4 High Efficiency HVAC Distribution System 1.0 El 5a Efficient Water Heating 0.5 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC 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. g Reserved. h First value is cavity insulation,second is continuous insulation or insulated siding,so"13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. I 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. ALL RESIDENTIAL OCCUPANCIES CHAPTER 4, PRESCRIPTIVE OPTIONS Your building must match these requirements without exceptions or substitutions. SINGLE FAMILY / DUPLEXES / TOWNHOUSES Glazing Max: % of Floor U-value Vertical Unlimited U-factor Vertical .30 U-factor—Overhead (skylights) .50 DOOR U-value 20 Ceiling: With Attics = R-value 49 Vaulted* = R-value 38 Walls: Above Grade Wall R-Value 21 intermediate framing** Below Grade: Interior R- Value 21 TB*** OR Rigid R- value 15 Exterior 10 Floor R-value 30 Slab R-value & Depth 10. 2 feet *Single rafter or joist vaulted ceiling where both (a)the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b)there is a minimum of f inch vented airspace above the insulation. "Intermediate framing denotes standard framing 16 inches o.c. with headers insulated minimum R-10. R-5 Thermal Break required. 2 CHAPTER 4 ENERGY CREDITS TABLE 406.2 ENERGY CREDITS (DEBITS) CHOOSE DWELLING UNIT OPTION BELOW & HOW CREDIT WILL BE ACHIEVED FROM LIST. o Small dwelling untis< 1,500 sq. ft.and additions less than 750 sq. ft. =.5 credits o Medium dwelling unit 1,500 sq. ft. to 5,000 sq. ft. =1.5 credits o Large dwelling unit< 5,000 sq.ft. =2.5 credits OPTION DESCRIPTION CREDIT(S) 1a EFFICIENT BUILDING ENVELOPE la: 0.5 Prescriptive compliance is based on Table 402.1.1 with the following modifications: Fenestration U=.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab OR Compliance based on Section 402.1.4: Reduced the Total UA by 5% 1 b EFFICIENT BUILDING ENVELOPE 1b: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U=0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 interior plus R-5 continuous insulation(ci) Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab OR Compliance based on Section 402.1.4: Reduce to Total UA by 15% 1 c EFFICIENT BUILDING ENVELOPE 1c: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U=0.22 Ceiling and single-rafter orjoist-vaulted R-49 advanced Wall R-21 plus R-12 ci Floor R-38 Basement wall R-21 interior plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab OR Compliance based on Section 402.1.4: Reduce to Total UA by 30% 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 4.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan(maximum 0.35 watts/cfm), not interlocked with the furnace fan ventilation systems using a furnace including an ECM motor are allowed, provided that they are controlled to operate at low speed in ventilation only mode. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 3 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.40.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a neat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit,the building permit shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 0-5 Gas,propane or oil-fired furnace with minimum AFUE of 95%. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3b HIGH EFFIEIENCY EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 8.5. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 OR Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL: In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRUCTION SYSTEM--a 1.0 All heating and cooling system components installed inside the conditioned space. All combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces in not permitted under this option. Electric resistance heat is not permitted under this option. Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the heating and cooling equipment and all the ductwork. 4 5a EFFICIENT WATER HEATING 5a: 0.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 OR Electric water heater with a minimum EF of 0.93, and for both cases All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.b' To qualify to claim this credit,the building permit drawings shall specify the option being selected and Shall specify the water heater equipment type and the minimum equipment efficiency and shall Specify The maximum flow rates for all showerheads,kitchen sinks faucets,and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82 OR Solar water heating supplementing a minimum standard water heater. Solar water heating will Provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems OR J Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEENs Northern Climate Specifications for Heat Pump Water Heaters OR Water heater heated by ground source heat pump meeting the requirements of Option 3c. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and, for solar water heating systems,the calculation of the minimum energy savings. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation provided annually by on-site wind or solar equipment A 0.5 credit shall be allowed, up to 3 credits. Generation shall be calculated as follows: For solar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve;average wind speed at the site,frequency distribution of the wind speed at the site and height on the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type,provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. a. Interior Duct Placement. Ducts included as Option 4 of Table R406.2 shall be placed wholly within the heated envelope of the housing unit. The placement shall be inspected and certified to receive the credits associated with this option. Exception: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer Spaced of the dwelling. If this exception is used the ducts will be tested to the following standards: Post-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100 ft. square of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa)across the entire system,including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. b. Plumbing Fixtures Flow Ratings. Low flow plumbing fixtures(water closets and urinals)and fitting (faucets and showerheads)shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets: Maximum flow rate—3.8 Umin (1.0 gal/min)when tested in accordance with ASME Al 12.18.1/CSA 13125.1. 2. Residential kitchen faucets: Maximum flow rate — 6.6 Umin (1.75 gal/min) when tested in accordance with ASME Al12.18.1/CSA B125.1. 3. Residential showerheads: Maximum flow rate—6.6 Umin (1.75 gaUmin)when tested in accordance with ASME All 12.18.1/CSA 6125.1. 5 FOUNDATION PHASE COMPLIANCE REQUIRED INSPECTED APPROVED ❑ 1. Slab insulation R10 required ❑ a. Exterior b. Interior-from top of slab-24"vertically or horizontally-2" nailer allowed. ❑ 2. Radiant Slab Insulation R-10 required under entire slab. ❑ ❑ 3. Thermal break(s)shall be placed in the slab between conditioned and unconditioned ❑ space checked below: a. dwelling/garage b. dwelling/connected space c. slab edge and foundation wall MECHANICAL AND PLUMBING PHASE ❑ 4. Exhaust ventilation shall be provided for each dwelling unit as follows: ❑ Location Minimum CFM Manufacturer CFM (.1 W.G.) Intermittent/Continuous Kitchen Fan 100 CFM /25 CFM KenMore Khs2040 300 Bathroom fan 50 CFM /20 CFM NuTone QTN110E 110 Bathroom fan 50 CFM /20 CFM NuTone QTN110EL 110 Bathroom fan 50 CFM /20 CFM Laundry fan 50 CFM /20 CFM NuTone QTN110E 110 WHOLE HOUSE FAN — Continuous Operation 45 CFM (1 -3 bedrooms, <1500 SF) 60 CFM (2-4 bedrooms, <3,000 SF) 90 CFM (3-5 bedrooms, <4,500 SF) Whole house fan required in all new houses/dwelling units and all additions>500 square feet. Whole house fan must be ultra-quiet and must be labeled "Whole House Ventilation". V'5. Whole house fan: ❑ Location: Laundry Sone Rating (.1 W. G.) 1.0 a. Whole house fan must be readily accessible and operating instructions provided to occupant b. Whole house fan shall be listed and labeled"for continuous use" C. Whole house fan shall be labeled"Whole House Ventilation (see operating instructions)" ❑ 6. Mechanical exhaust fan ducts shall be >4"and property sized. ❑ ❑ 7. Mechanical exhaust fan ducts shall be insulated to R-4 in unconditioned spaces. ❑ ❑ 8. Mechanical fresh air ducts shall be insulated to R-4 in conditioned spaced. ❑ K�- 9. Heating system requirements will be met with the following: 11 Type of heat: Ductless Heat pump 6 Mfr. Fuiitsu Model#Inside unit AOU12RLEC.Outside unit:AUURLF Output 12.000 BTU Fuel Type elec. Efficiency rating (AFUE) WSPF 12.2 ❑ 10. Supply and return air ducts shall have sealed joints and seams in unconditioned spaces. ❑ Tapes and mastics listed in accordance with UL181A or B—NO DUCT TAPE PERMITTED ❑ 11. HVAC plenums, supply, and return air ducts insulated to R-8. ❑ ❑ 12. Water heaters shall have: 0 a. Separate power, or gas shut-off b. Non-compressible R-10 pad(electric in unheated spaces or on concrete floors) c. Temperature setting of 120° F FRAMING PHASE ❑ 13. Glazing efficiency required shall be Maximum U-factor= .30 0 l' 14.Window specifications: ❑ Manufacturer LI-Factor MIIGard Style Line(opening windows) .30 MilGard Style Line(Picture windows) .28 (3' 15. Skylight specifications—Maximum U-factor= .50 0 # of Skylights Manufacturer Area U-Factor ❑ 16. Windows and door air leakage measures shall be met as follows: ❑ a. Exterior joints sealed caulked, gasketed or weather stripped. ❑ 17. Insulation shall be placed in concealed places such as: ❑ a. Behind shower/tub b. Behind partition studs/comers ❑ 18. Standard air leakage is complete and installed in the following: ❑ a. Between sole plate/subfloor b. Wiring/plumbing/duct register penetrations c. Rim joists/mud sills(heated lower floors) d. Partition stud penetrations e. Around window/door frames INSULATION PHASE ❑ 19. Exterior slab insulation shall be R-10 and approved for below grade use. 0 ❑ 20.Walls, including rim joists, shall be insulated to: 0 o R-21 with Intermediate Framing—headers insulated with R-10 ❑ 21. Interior below grade walls shall be insulated to: 0 o R-21 with an R-5 thermal break OR o R-10 Rigid insulation on the exterior OR o R-15 Rigid insulation on the interior ❑ 22. Skylight wall insulation equivalent to the wall R-values. 0 7 ❑ 23. Insulation baffles shall be placed in ceilings to maintain at least 1"ventilation space ❑ and extend 6"vertically above batts or 12" vertically above loose fill insulation. ❑ 24. Vapor retarders shall be installed toward the warm surface and required to be rated ❑ at 1 perm dry cup or less. Select one option for floors, walls and ceilings: Floors: I oodw/extenor g u OR Poly >4 mil, OR Backed batts Walls: Poly>4 mil, OR Face-stapled backed batts, ORmoor Retarder Paint(Not PV Ceilings: Not required where ventilation space > 12" above insulation. If less than 12": Face stapled backed batts, OR Poly> 4 Mil, OR Vapor Retarder Paint(Not PVA) FINAL PHASE ❑ 25. Envelop floors shall be insulated to R-30. ❑ ❑ 26. Ceilings with attic above shall be insulated to R49. ❑ ❑ 27. Single rafter or joist vaulted ceilings shall be insulated to R-38. 0 ❑ 28. Door systems shall meet: ❑ o U-value= .20(Metal insulated or fiberglass insulated only(wood doors do not meet this u-value) Door No. 1: Codel Fiberglass Front Door.20 Door No. 2: Codel Fiberglass Kitchen Door.20 One exempt door allowed, Door No. 3: ❑ 29. Fresh air shall be provided for each dwelling unit as follows, choose option: 0 ❑-/Tested, screened, controllable, through wall port Vented window frames ❑ Integrated with Central Forced Air Furnace which delivers outside makeup air through ducting system and requires furnace fan to be controlled by a timer set at 8 hours/day. ❑ 30. Fresh air shall be provided for each dwelling unit as follows: ❑ a. Each bedroom b. Each recreation room c. Overall living area d. Other"habitable" rooms ❑ 31. Exposed foam insulation shall comply as follows: ❑ a. Protected w/metal or plastic flashing that extended below grade. b. Be approved for subgrade, exterior use and properly installed. ❑ 32. Air flow between fresh air ports and whole house fan ensures by 1/2" undercut doors/grills. 0 ❑ 33. Loose fill insulation OK if maximum ceiling slope no >3:12 and there is > 30" clear ❑ distance from top to bottom chord to underside of roof sheathing at the roof ridge. ❑ 34. 6 mil black poly ground cover, lapped 12" at joints. ❑ ❑ 35. Clearances shall meet listed, minimums between insulation and chimney. ❑ ❑ 36. Attic hatch insulated to ceiling R-value and weather stripped. ❑ ❑ 37. Attic access shall have wood dam to retain loose fill insulation. 0 ❑ 38. All exterior doors to be weather stripped. ❑ ❑ 39. Heat pump thermostat shall have programmable capability. ❑ 8 ❑ 40. Caulking is installed around light fixtures and flue penetrations. ❑ ❑ 41. Service hot and cold water piping to be insulated to R-3 in unconditioned spaces. ❑ ❑ 42. Service recirculation hot water piping shall be insulated per code. ❑ ❑ 43. Supply ducts shall have volume dampers to balance the system. ❑ ❑ 44. Programmable thermostat with a minimum 5—2 schedule for main HVAC system. ❑ ❑ 45. Readily accessible, automatic or manual means provided to restrict or shut off heating ❑ input to each zone or floor. ❑ 46. Backup heat prohibits simultaneous operation of primary system. ❑ ❑ 47. Spot exhaust fans to have timer, dehumidisat, or switch. ❑ ❑ 48. Showers and lavatories shall limit floor to <2.5 gallons per minute. ❑ ❑ 49. All fire places shall have: ❑ a. 6 sq. in. of combustion air supply duct with damper connected to fire box b. Tight fitting ceramic glass or metal doors c. Tight fitting flue damper ❑ 50. Solid fuel burning appliances shall have: ❑ a. Tight fitting ceramic glass or metal door b. Outside combustion air source directly connected to fire box c. Exceptions—see code. ❑ 51. Recessed lighting fixtures shall be IC rated and labeled under ASTM E328 with tested ❑ air leakage <2.0 CFM, no slots or holes in cans, caulked or sealed between can and ceiling. ❑ 52. Indoor lighting shall be 50%compact fluorescent(pin based, or screw) or T-8 ❑ or smaller lamps. ❑ 53. All outdoor lighting permanently mounted to a building shall be high efficacy, or have ❑ a motion sensor and photo daylight control. 9 • 1 LINDBE Y A R C H I C T S 319 s.peabody, suite b;port angeles,wa 98362 360.452.6.116/fax 360.452.7064 Project: W �Cf- Project No. S_ Ublect �,•:i §dD •:� By: �) Date: ' lrI Sheet of �� c -? . i 1 I X711 i j I I i • 1 ^ I I LINDBER MITH A R C H I , I C T & 319 S.Peabody,Suite B.,Port Angeles,WA 98362 360.452.6116/fax 360.452.7064 contact(w-jindarch com/v ww.lindarch.com- Project:�;.7?t_78 4IJ a�w �11-1, Project No. Subject: L 4ZIep-Ik.l. V Date: Sheet of SHEAR WALL SUIWAARY L H V V/L SW VH-W'L/2 POST HOLD DOWN 4-145 f 15 I:e- i . P I . • I I . - I it UALLOFITNEZM \FO/FORMS/SEFARW_.4L jai/,"DX -A 1-'r 'SIM, LJ:k IFZ i54 5056 V2 SL 4050 4050 43, IOABH 3050511-_ N, WAFT COVEFW KITCHEN III ill NOOK DECK M.BEDROOM p 00 00 FEF LIVING R&ACE 0 All 3'x 5 CLMT LAUNDRY M.SAT14 LM ILI ',ID -------- 'o, L77 U4 BATe QATER HFATER CN H&LATED FAD w =E aElemic 30" TO WALL BEDROOM 42 HIM W,rin w am -------- rT WAUS 4 CEILISIS GARAGE ENTRY u, --p M.13AT141 0 11 1 PORCW 3cw V x x 0.OM,ab A? 41 mo 6CALEsI.-oil SHEAR WALLS 2. MAXIMUM SHEAR = 200 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 6d NAILS AT 6" O.C. FOR FRAMING, USE DF NO.2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 48" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 3. MAXIMUM SHEAR = 250 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" O.C. FOR FRAMING, USE DF NO.2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 4. MAXIMUM SHEAR = 315 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" O.C. FOR FRAMING, USE DF NO.2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION, FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 5. MAXIMUM SHEAR = 375 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4" O.C. FOR FRAMING, USE DF NO.2. PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 6. MAXIMUM SHEAR = 490 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS, 7. MAXIMUM SHEAR = 560 P.L.F. USE 1/2" SHEATING — ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 8. MAXIMUM SHEAR = 685 P.L.F. USE 112" SHEATING — ONE SIDE OF WALL, NAIL ALL EDGES WITH 10d NAILS AT 2 1/2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 20" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. EDGE NAIL SHEATHING PLYWD ROOF SHEATHING FRAME BETWEEN TRUSSES & TO TOP PLATE & EDGNAIL EXTEND WALL SHEATHING BLOCK AROUND TRUSSES TO ROOF E °_ _ o 0 0 0-- ° --° — ° to o - - - -T- T— / I I \ of/ P o o /' 10 01 I° °I I I I I I I * I I I I° °I I i '/ I° °i 10 01 I �, 10 01 k' I Io of — ° °L- - - LI—�- — �° of- - � J1-- - 1° o O —° o O_ ° ° ° ° o O ° o — j \.TRUSS 1 j j i TRUSS II II \ / 11 11 WALL WA � DETAIL SCALE: 1" = V-0" RFDET080.DWG ROOF EDGE NAILING WALL EDGE NAILING TO TOP PLATE DBL 2x6 TOP PLATE PLYWOOD SHEATHING I TRUSS SEE SHEAR WALL SCHEDULE WROOF DETAIL Ds CALE: 1" = V-0" RFDET079.DWG U A NEW RESEDENCCE FOR z I� GREEN CROW FROPER 9 INC. R,4 UJ I NCS I N D E X: W ILO ' All IMIOI NHNG COURT, PORT ANGELES, WA 14-1 SITE PLAN A-2 FOUNF—).4TION PLAN W A-3 FLOOR PLAN p a A-4 ROOF FR.41"ZINC= PLAN 10. F SECTIONS o: � EASEMENT O —— — $W*20'11"E 144b35' —— —— —— —— — L=. O LOT 41 / A-5 EXTERIOR ELEvATIONS z r z 0.323 AC ' WLa `/ z I o_ / 20'EASEMENT / W / DRAINAGE DESIGN L04DS & NOTES z - - -- DISCREPANCIES:-- - -- --- -- -- -- � / , I � I / //./ / IN CASE OF DISCREPANCIES BETWEEN THE PLANS, REFERENCED STANDARDS,AND GOVERNING CODES,THE MORE STRINGENT 01 REQUIREMENT SHALL GOVERN. ALL DISCREPANCIES SHALL BE BROUGHT TO s n THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO PROCEEDING J I WITH ANY WORK INVOLVED. DESIGN LIVE LOADS: COVERED /q/ / / / / ROOF 30 PSF(SNOW) PECKFLOOR 40 PSF ------ / / // / DESIGN DEAD LOADS: II II ROOF 15 PSF _ FLOOR 15 PSF z a DESIGN WIND LOAD: w At I li it 120 GAL /// /�, / BASIC WIND SPEED 100 MPH,EXPOSURE G HOUSE PROPANE a II iI iAdC DESIGN SEISMIC LOAD: a CATEGORY D2rn m o IL--------- / g r---------� II g / b C) m/ / FOUNDATIONS: o a a a DESIGN SOIL PRESSURE = 1,500 PF(ASSUMED) v ,; I II iI Ij / / / ALL FOOTINGS SHALL BE PLACED A MINIMUM OF I8"BELOW FINISHED GRADE I d ro m AND BEAR ON FIRM,UNDISTURBED SOIL. LOWER FOOTINGS TO FIRM cn 'm BEARING If SUITABLE SOIL IS NOT FOUND AT MINIMUM FOOTING DEPTHS. rJ3 c w I m 1� GARAGE 4 �L _�� / / TREATED WOOD: coa° w TTOrNECTSTOR DRAINS I SEWER ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE,MASONRY, EARTH,OR WITHIN EIGHT INCHES OF EARTH SHALL BE PRESSURE TREATED --__ / / / / IN ACCORDANCE WITH AWP&-FDN AND BEAR THAT QUALITY MARK PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER 20'x 2' BETWEEN UNTREATED WOOD LEDGERS,BLOCKING,ETC AND CONCRETE, i II OONO' FRON / MASONRY,OR EXTERIOR STEEL. I 44D CaENEf?AL f RC)JEGT NOTES: 1)DRAWNGS ARE PARTIALLY DI GRAWATIC AID DO NOT NECE89ARILT SHOW ALL CoomLNS, I I i ASPHALT OR / MATERIAL&.OR I"ETHODS OF CONSTRUCtIOH THE CONTRACTOR SHALL a9LERTAN THE NULL SCOPE rT� OF THE WOW Aro DR%Al COMPONENTS TOGETHER AS A CZrFLETED PROJECT. �1 CCNC.DRIVE / 2)ALL WORK SHALL COWORM TO THE 7009 KMiNATCNAL RESIDENTIAL CODE AID ANY LOCAL CODES OR L COVIIE7IT8 TMT ARE APPLICABLE 3)DO NOT&LACE DRAUWS. VERFY ALL DR'EN&IONS N THE FEILD AW NOTFY ARCHITECT MIEDIATELY OF ANY DISCREPENCIES, . POUR i a PHONE ❑ — i / I"fEC"ANICAL NOTES: M / U SOURCE ETIHALL BE MAIECL EXHAUST ED SHALL 3610' BE NULATTDOR4MR N LINCCNDITOTrSPKEB 54ALBE EQUIPPED WATER 5KImR4FT DAtPERS METER / 7)ALL HOSE Blas SHALL BE FREEZE PROOF UMTH BAO6LOW PFEVENTER 31 PROVIDE AIR GAP AT DISHIMOUTSIDE /� 1)DUCT DRYER�kTli TO OUTSIDE WITH A MAXIFAM LENGTH OF b'-O'. 11—x--111 SITE i�L.,4N 15_4Y -41M MORNING COURT 9)Al APPLIACE9 DESIClIED TO�FI)ED N"TION SHALL BE 9ECUELT FASTENED N PLACE Alt �t NORTH 6)WIOIE DETECTORS SHAT RECEIVE TEIR PRFWZY POIER FROM THE BUILDING WIRITG WITH sl N Al tO Sea Ile A BAT19ZT 5ACOQ P. T)PROVIDE SEISMIC RESTRANTS AT WATER HEATER AND PLACE WATER HEATER N DRIP PAL A I