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Home My WebLink About1324 Morning Court Address: 1324 Morning Court PREPARED 5/12/16, 9:03:26 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/12/16 ------------------------------------------------------------------------------------------------ ADDRESS 1324 MORNING CT SUBDIV: CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06=30-14-6-7-0460-0000- APPL NUMBER: 15-00001170 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ' -------------------------------------------------- -— BL1 01 11/09/15 JLL BLDG FOUNDATION FOOTING 11/09/15 AP November 9, 2015 10:36:48 AM jlierly. tom 477-0778 AM November 9, 2015 4:43:28 PM jlierly. BL2 01 11/13/15 JLL BLDG FOUNDATION STEM WALL 11/13/15 AP November 13, 2015 9:51:20 AM jlierly. . danny 477-7315 - November 13, 2015 12:46:37 PM jlierly. BFF 01 1/25/16 JLL BLDG FLOOR FRAMING 1/25/16 AP January 25, 2016 1:23:28 PM jlierly. 461-8319 January 25, 2016 4:49:51 PM jlierly. BEXS 01 2/03/16 JLL BLDG EXTERIOR SHEETING 2/03/16 AP February 3, 2016 9:50:49 AM jlierly. Clayton February 3, 2016 4:27:56 PM jlierly. BAIR 01 2/16/16 JLL BLDG AIR SEAL 2/16/16 AP February 16, 2016 9:53:53 AM jlierly. February 16, 2016 4:22:34 PM jlierly. BL3 01 2/16/16 JLL BLDG FRAMING - 2/16/16 DA February 16, 2016 9:53:18 AM jlierly. February 16, 2016 4:22:44 PM jlierly. Truss brace per bcsi manual/ FB chimney chase at ceiling line/ JLL BLI 01 2/18/16 JLL BLDG INSULATION 2/18/16 AP February 17, 2016 8:27:57 AM jlierly. Derrick 461-8319 February 18, 2016 4:25:50 PM jlierly. BL3 02 2/18/16 JLL BLDG FRAMING _ 2/18/16 AP February 18, 2016 4:25:07 PM jlierly. February 18, 2016 4:25:50 PM jlierly. BL99 01 5/12/16 BLDG FINAL May 12, 2016 8:54:01 AM jlierly. Derrick ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT _ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------------------------------------- - ME1 01 2/16/16 JLL MECHANICAL ROUGH-IN 2/16/16 AP February 16, 2016 9:53:41 AM jlierly. February 16, 2016 4:23:45 PM jlierly. ME1 02 2/18/16 JLL MECHANICAL ROUGH-IN 2/18/16 AP February 18, 2016 4:25:23 PM jlierly. February 18, 2016 4:25:50 PM jlierly. ME99 01 5/12/16 JLL MECHANICAL FINAL ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 5/12/16, 9:03:26 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/12/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1324 MORNING CT SUBDIV: CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE : (360) 417-3661 OWNER GREEN CROW PROPERTIES INC PHONE : PARCEL 06-30-14-6-7-0460-0000- APPL NUMBER: 15-00001170 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- May 12, 2016 8:54-35-AM- jlierly. - -------------------------------- PERMIT: PL 00 PLUMBING IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 2/08/16 JLL PLUMBING ROUGH-IN 2/08/16 AP February 8, 2016 11:48:25 AM jlierly. JP 460-6922 February 8, 2016 3:59:30 PM jlierly. PL99 01 5/12/16EPLUMBING PLUMBING FINAL May 12, 2016 8:54:18 AM jlierly. ---------------------- --------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 15-00001170 Date 10/07/15 Application pin number . . . 729290 Property Address . . . . . 1324 MORNING CT ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0460-0000- 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 I Property Zoning . . . . . RS9 RESDNTL SINGLE FAMILY (Location O$O2) Application valuation . . . . 163123 --------------------------------- ------------------------- Application desc 1687SF 1STY 2BED 2BATH WITH 506SF GARAGE 379SF POR --- ------------------------------------------------------------------- J Owner Contractor ------------------------ ------------------------ GREEN CROW PROPERTIES INC GREEN CROW CONSTRUCTION LLC PO BOX 2439 PO BOX 2439 PORT ANGELES WA 983620312 PORT ANGELES WA 98362 (360) 417-3661 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc 1687SF SFR Permit Fee . . . . 1378.65 Plan Check Fee 896.12 Issue Date . . . . 10/07/15 Valuation . . . . 163123 Expiration Date 4/04/16 Qty Unit Charge Per Extension BASE FEE 1020.25 64.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 358.40 ---------------------------------------------------------------------------- Permit . . . . MECHANICAL PERMIT Additional desc SFR MECHANICAL Permit Fee . . . . 193.25 Plan Check Fee 00 • Issue Date . . . . 10/07/15 Valuation 0 Expiration Date 4/04/16 Qty Unit Charge Per Extension l 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 6.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 88.80 0 ---------------------------------------------------------------------------- M Permit . . . . . . PLUMBING PERMIT Additional desc SFR PLUMBING Permit Fee . . . . 163.00 Plan Check Fee .00 Issue Date . . . . . 10/07/15 Valuation . . . . 0 Expiration Date 4/04/16 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 1.00 7.0000 EA PL-WATER LINE 7.00 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 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. 13ru Ewe, 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 Rou h-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) 'f-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: .Footing/Slab Blocking 8 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/Buildino Permit % CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . 15-00001170 Date 10/07/15 Application pin number . . . 729290 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles ------------------------------------------------------------ -------------- Special Notes and Comments (Location Code 0502). September 16, 2015 10:56:40 AM tamiot. "F ELECTRICAL SERVICE SHALL COME FROM EXISTING UNDERGROUND PEDESTAL AT THE SOUTH WEST CORNER OF THE PROPERTY. ELECTRICAL PERMIT IS 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. October 7, 2015 9:50:54 AM pbarthol. Project will result in a single story 2572sf SFR with 19% lot coverage and 25t site coverage. Setbacks are within the building envelope per the'.site plan. 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. 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 Public Works prior to back fill of ditch. 24 hour advance 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 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 Rou h-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 n 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:Form s/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 . . . . . 15-00001170 Date 10/07/15 Application pin number . . 729290 ---------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form contribution is allowed. to the Cit of Port Angeles The contractor making the connection to an existing water y C� meter is responsible to adjust water meter depth so that (Location Code 0502) 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 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 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 1734.90 1734.90 .00 .00 Plan Check Total 896.12 896.12 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 7925.52 7925.52 .00 .00 J 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 ' 4 rHFor Ci T& ,,.... i Use CiTy OF` � City > Permit# /15' ' it'7 W R s H i N£ G T o N. U. s. � Date Received: 321 E 51h Street ate Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:.permits@ ,cita.us BUILDING PERMIT LICATION Project Address: 1324 Morning Court, Port Angeles, WA 98362 Phone:360-417-3669 Prima Contact:Bruce Emery Email:bruce reencrow.com Name Green Crow Properties, Inc. phone 360-417-3669 Property Mailing Address P.O. Box 2439 Email bruce@greencrow.com Owner city Port Angeles, WA 98362 state WA zip 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 WA ziP 98362 Contractor License#GREENCC933CZ Exp.Date:4/2/2017 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Lot 46, Riedell 11, Ph 3 RS-9 063014-670460 $ 163,123 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 Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ❑ No 19 Existing? Yes ❑ No D 2 2 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater(&cityofPa.us Project Description Combuction of 1,687 square foot resit.. Cmstruction of 1,687 square foot reside. Is project in a Flood Zone: Yes ❑ No8 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. Gf//S B Date 0W'/ 01 5 Print Name ruce Emery Signature < Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor 1,687 $143,395 Second Floor Covered Deck/Porch/Entry 379 $4,548 Deck(over 30"or i" floor) Garage 506 $15,180 Carport Other(describe) Area Totals 2,572 $163,123 Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition 2,572 Tenant Improvement? Other work(describe) 800 Site Area Totals 3,372 Lot/Site Coverage Calculations g Lot Size(sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage (Total lot cov-lot size) Max Bldg Height 13,373 all structuress ft 19 %/o 21 feet Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov-lot size) 3,372 25% 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: 0 0 Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 1 6 Boiler/Compressor Size: # Heating/Cooling appliance # 0 repair/alteration 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 4 Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 0 t 0 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # 8 1 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 0 Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx S 4 # 3 1407 1 Y W 4v 1323 �r 0 1321 x 1320 1317 #s 1201 z 's•A.-3,v.-3..-�-.... - �>!�,., m:mak:.,� 1312 3? pp .n t mn 206 %. 1203 APA-k 42'-0" 2S'-4" 12'_4" 8'-2" 6'-2" V-2" II'-I" 2'-1" W46Md MINS RKMJMO IN THIS O 3050 S.H. 3050 8.H - - 6050 PIC. 8010 SLCING GL I I IV SMOKE DETECTOR (110 VOLT REQUIRED) I BATTERY BACKUP 6 ALL SMOKE DETECTORS I � MUST SOUND TOGETHER MASTER COVERED PATIO I BEDROOM to I � I - SD Tim-DOWN DIVICi mw We In IrLp CMACITY �e BP -3050 PIC V411 I I e MASTER \ / � DINING AREA GREAT ROOM N O , 9 MIN 50 GfM EXHAUST FAN --®i 22'X 30'ATTIC �m�� ACCESS ii �X 'I I MASTER; ----, I I I, ° L -- I MM.100 Cfl1 0 I EXHAUST FAN I FOYE U R) O ® RANGE W/ I _� ~ 8 .Q O ABOVE I I a U -- 9 aATH O SD I 0 a I TE1P. 6e I-IALLWAY�,, KITCHEN 26 i FIx. _- m MIN.50 Q�I ?tea -4 I I O EXHAUST FAN I rpt � � 6 3 OOM "2 1`0 a esy m � I BEDROOM EGRESS 2'-4" V-5" 2'-S" MIN.5.1 SQ.FT. SD i UNOBSTRUCTED 0 OPENING W/MIN.24" ---- HEIGI-IT l44"MAX FLOOR 00 CFM 0 e TO SILL HEIGHT) p 3m EXNA5U05 FT NOOK '^ � �N 1N m N �0 MIN.ONE PER BEDROOM N ASA TYPICAL AUNDR VENT DRYER TO OUTSIDE V' W O ? CO MERCH PANTRY GROOD PO URIN 3 9m ----- ---- fZ41Lyso S.H. IO to 2'-2" I I II" - di - M 0 n i ATTIC ACCESS 0 x i 1 As Ic �NVS _ _E copy a f - i Zr/ _ - �j C ...__.. ILZ 4 . } 4 F�'.Lbr�a. ¢h P �7�, dd=�✓I � - �/�*i 'a .L �"aF x W _ ...�.c�,eb`__'�or^�n ! n a� ei ?5 4 14, Ll ,39 rte': 57 r 6, � ` y , a; ff � fi sI i, odf ` a 13 z l i I y a3 tic v 4 Jr < f �� - � •�'`�t� '� ��.�. - �d;:,� ,^'. �.,� `��'��'. "� +��'fJ fav � � �.� t y_ �� ) ? 31�:.'� .��,� ._."3.17 - _" � . ._."_......_ ...._._..- ......... .. ._ .. _ _ 1 73 Ale— UC e .rte. t 2� 2 9 � ecaTiN ind Pro v2 . 2 . 6 , 1 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenter2, rises.co Date 8/30/2015 Project No. JobNo Company Name ZENOVIC Designed By TDG Address Address Description SFR City City Customer Name GREEN CROW State State Proj Location 52 AMERICAN EAGLE File Location: C \users\TRACY\AppData`,Roaming\Mecawind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 6 : 12 Slope of Roof(Theta) = 26.57 Deg h: Mean Roof Ht = 14.63 ft Type of Roof = GABLED RHt: Ridge Ht = 20.25 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.50 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 70.00 ft Bldg Width Across Ridge= 42.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft 1zm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63) )^0.5 = 0.92 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.88 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 130.00 mph MWFIRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 Al- cressu_es sinew-- ar-- based upon ASC Des n, wi h a Load 'actor of MWFRS Pressures for Wind Normal to 70 ft wall (Normal to Ridge) WALL PRESSURES PER _ABLE 2-7.;5-i L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.60 h: Height to top of Windward Wall = 9.00 ft ph: Net Pressure at top of wall (windward + leeward) = 21.18 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.18 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.44 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.05 psf pwh: Windward wall press @ top acting toward wall = ph-p1 = 13.13 psf pw0: windward wall press @ bot acting toward wall = p0-p1 = 13.13 psf GOOF PRESSURES PER A3=E =7.6-2 h: Mean Roof Height = 14.625 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 26.57 Deg Zone Load Casel Load Case2 psf Psf ---- ---------- ---------- '7 1 -10.34 8.15 4a � 2 -12.90 -6.18 r 3 -19.86 .00 4 -17.70 .00 5 -14.52 .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 = -7.76 psf Povh3: Overhang pressure for zone 3 = -14.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 6.11 psf Povh3: Overhang pressure for zone 3 = .00 psf Normal to Ridge - Base Rea Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS Pressures for Wind Normal to 42 £t wall (Along Ridge) WALL PRESS3RES PER -ABLE '-7.6-1 L/B: Bldg Dim in wind Dir / Bldg Dim Normal to Wind Dir = 1.67 h: Height to top of Windward Wall = 20.25 ft ph: Net Pressure at top of wall (windward + leeward) = 20.07 psf p0: Net Pressure at bottom of wall (windward + leeward) = 19.74 psf ps: Side wall pressure acting away from wall = .61 * ph = -12.17 psf pl: Leeward wall pressure acting away from wall = .31 * ph = -6.15 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.91 psf pw0: Windward wall press @ bot acting toward wall = p0-p1 = 13.59 psf ROOF PRESSURES PER. TABLE 27. ,-_ h: Mean Roof Height = 14.625 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 26.57 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -10.34 8.15 2 -12.90 -6.18 3 -19.86 .00 4 -17.70 .00 5 -14.52 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27 LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -7.76 psf Povh3: Overhang pressure for zone 3 = -14.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 6.11 psf Povh3: Overhang pressure for zone 3 = .00 osf Along Ridge - Base ReactioNote (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = vertical Note (2) MIN = Minimum pressures on Wails = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description FX FY Fz Mx MY MZ ft --------------------------------- Kip Kip Kip ---- K-ft K--- ------------------------------------------------- Normal to Ridge Wa11s+Roof +GCpi .0 15.4 35.8 26.5 .0 .0 Normal to Ridge walls Only +GCpi .0 13.3 .0 60.0 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 24.6 -2.5 -i4.9 .0 .0 Normal to Ridge Walls Only -GCpi .0 13.3 .0 60.0 .0 .0 Normal to Ridge Walls+R.00f MIN .0 .0 .0 .0 .0 .0 s Along Ridge Walls+Roof +GCpi 12.6 .0 48.5 .0 -178.8 ,0 Along Ridge Walls Only +GCpi 12.6 .0 .0 .0 -98.6 .0 Along Ridge Walls+Roof -GCpi 12.6 .0 .0 .0 -98.6 .0 Along Ridge Walls Only -GCpi 12.6 .0 .0 .0 -98.6 .0 Along Ridge walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWFRS Reactions; Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Wails = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 3521.81 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2) RETAINING WALL DESIGN 8/30/2015 ZENOVIC&ASSOCIATES, INC. 301 EAST 6TH STREET SUITE#1 PROJECT: GREEN CROW-SALANA PORT ANGELES,WA. 98362 CLIENT: JOHNSTON JOB#: 13203 SOIL PROPERTIES DENSITY= 120 PCF WIDTH INCREASE= 0% PER FT COEF. FRICTION= 0.3 X DL DEPTH INCREASE= 0% PER FT BEARING CAPACITY= 1500 PSF ACTIVE SP= 35 PCF PASSIVE SP= 150 PCF(DEPTH FROM TOP OF WALL FOR KEY) WALL TYPE: WALL DIMENSIONS H STEM HEIGHT= 4 FT H1 RETAINED EARTH = 3.5 FT DENSITY= 150 PCF T STEM THICKNESS= 6 IN FOOTING DIMENSIONS A LENGTH OF TOE= 91N F KEY DEPTH = 0 IN B LENGTH OF HEEL= 31N G KEY WIDTH = 0 IN C TOTAL WIDTH= 18 IN H HEEL TO KEY= 0 IN D THICKNESS= 8 IN E FOOTING DEPTH = 8 IN DENSITY= 150 PCF INCREASE FOR DEPTH = 0 PSF INCREASE FOR WIDTH = 0 PSF MAXIMUM SOIL BEARING CAPACITY= 1500 PSF ADDITIONAL GRAVITY LOADS TO WALL MINIMUM VERTICAL LOAD TO WALL= 0 PLF MAXIMUM VERTICAL LOAD TO WALL= 1330 PLF CRITICAL CONDITION = 2 (1 FOR MIN or 2 MAX) STABILITY CALCULATIONS OVERTURN COMPONENI WT X WX OTM = 421.9715 BACKFILL 105 1.38 144 RM= 1887 STEM 300 1.00 300 FOOTING 150 0.75 113 FOS= 4.47 E— OK KEY 0 1.50 0 OTHER 1 13301 1.001 1330 TOTAL 1 18851 1 1887 e= -0.02714 FT BEARING LENGTH= 1.50 MAXIMUM SP= 1120 OK SLIDING: MINIMUM SP= 1393 FRICTION = 566 SP FOOTING&S.K.= 33 LATERAL FORCE= 304 TOTAL 599 SLIDING FOS= 1.97 F- OK MOMENTS AND SHEARS /� �✓� WALLL: H V M FOOTING MOMENTS: 0.0 214 250 TOE (BOT STL) = 315 LB-FT 0.9 161 106 HEEL(TOP STL)_ -30 LB-FT 1.8 107 31 2.6 54 4 3.51 01 0 r T B � A J 3 1 ZT i L W: ry G REINFORCED CONCRETE/MASONRY DESIGN -ALTERNATE METHOD Sheet__of ZENOVIC AND ASSOCIATES Job No. 13203 301 EAST 6TH STREET SUITE#1 8/30/2015 Port Angeles, WA 98362 MATERIAL PROPERTIES: (Only for Normal Wt Concrete/Masonry without inspection) MATERIAL a (C or M ) fm/fc= psi Fs= ksi E = 2880952 psi n = 10.1 MEMBER# W DESCRIPTION: LOCATION: 0 PT SPACING (in) b= : n. in REINFORCING: SIZE: d = 3.89 in NO. BARS: MW 24 As = 0.10 APPLIED MOMENT: 0.250 k-ft Design Moment= 3001.25 Ib-in Stress Level: DESIGN CONSTAN p = 0.00226 k= 0.190671 j = 0.9364428 STRESSES: fm/fc= 206.0 psi Fm/Fc= 1125 psi OK fs= 8.7 ksi Fs= 20 ksi OK MEMBER# DESCRIPTION: LOCATION: SPACING (in) b = a u. in REINFORCING: SIZE: d = 3.39 in NO. BARS: j 24 As = 0.10 APPLIED MOMENT: 0 106 k-ft Design Moment= 1266.15234 Ib-in Stress Level � DESIGN CONSTAN p = 0.00226 k= 0.190671 j = 0.9364428 STRESSES: fm/fc= 86.9 psi Fm/Fc= 1125 psi OK fs= 3.7 ksi Fs = 20 ksi OK P-7esPbtive Energy Code Compliance for All Climate Zones in Washington Pt4ece formation Contact information Rr ✓f'IOf l'!�G► �� rS � �ct;Croar Pt•�ftiES This project will use the requirements of the Prescriptive Path below and incorporate the the nv hirnum values listed. In addition, based on the size of the structure,the appropriate numb► of additional credits are checked as chosen by the permit applicant. Autho wed Representative Date ,ring a .,ones- . R-Value -Factor Fenes=tration U-Facto n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC n/a n/a Ceiling 491 0.026 Wood Frame Wall • • 21 int 0.056 Mass l/Vall R-Value' 21/21n 0.056 Floor 3-09 0.029 Below Grade Walt 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: 'd1.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. 03.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) la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 1c Efficient Building Envelope 1c 2.0 El 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 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 El 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 1.0 4 High Efficiency HVAC Distribution System 1.0 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 httpl ruvv.ener +�.esu Ddu/Documents/Tabse 405 2 Enemy its 2012 WSEC pdf a ' o FOUNDATION PHASE ❑ 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: %Oc-alrmMmirm� C"FM Manufacturer :rM r,1 w_G ;. I tai 1ttentiConginuous ``t l %lr -FAA KenMore Khs2040 300 b.. ;`:�x '`ni 5I,' } it �:}=��j NuTone QTN110E 110 ""a..4* co r rar ^yt„i =e; __- ;�1 - NuTone QTN110EL 110 v% I. _ f a+.'; a-;j' `a C FNI 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". ^r Laundry i. 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. sy;s err, 904U"SF':"a"j.S W111 OrS M'1! -- 9 f vlj rf jN'.3i. Ductless Heat pump 6 Oji r FUJi1su �;Io z" #Inside unit AOUI2RLEO.Outside unit AUURLF ( U�12,0008TU elec. _FE r r 4i ,l r HSPF 12.2 ..i I.S -i(ja, ync �i4ip.IL f�' g i:"'l� ❑ 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: 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 lY 4si i g•: �T! ;l"r c 0 i" MIIGard Style Line(opening windows) .30 MilGard Style Line(Picture windows) .— .28 -.. ❑ 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. ❑ 20. Walls, including rim joists, shall be insulated to: _ o R-21 with Intermediate Framing—headers insulated with R-10 ❑ 21. Interior below grade walls shall be insulated to: 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. 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. Q 24. Vapor retarders shall be installed toward the warm surface and required to be rated ; at 1 perm dry cup or less. Sanlact one ptior; f`,r floors, livails :and ce;!Mgs Floors: `,V 3-7i —n y3 t� "vl t !i i,I3, .'3a -a c3- Walls: r>1 0 ,�iJvq vjs?Q ::ey`�oat-ts l-'R `�f -T,,-. Ceilings: J,e-til:azt ork :3;^.auL > 21, aocvia; Irsulati on If less than 12": Of ,�--._ ;�� %/3"0"- .a fir, FINAL PHASE 0 25. Envelop floors shall be insulated to R-30. 0 ❑ 26. Ceilings with attic above shall be insulated to R-49. n ❑ 27. Single rafter or joist vaulted ceilings shall be insulated to R-38. ❑ 28. Door systems shall meet: 20 ,'-. a; or .rsu;iate; . f 'w. ccl Icons do --T T'aa` it-?;s r #.e J,3;;-;tyt; 4 Codel Fiberglass Front Door.20 Codel Fiberglass Kitchen Door.20 ❑ 29. Fresh air shall be provided for each dwelling unit as follows, choose option: • �'//, -,3t ze., 'ac '';se�,re N G ,roi a- ie, `hrough,ugh .ua'l oo,J air'e ' 'MU rl ✓ar'i,ai aYti` ., r —7umace vvhi& ,{t erc ..yam3X,3L..�, a., ;t'�"+ n'h :Mt..il.iirii;.j Jj "sMi:^yF. Y �.,,`�`' �..�, .d.. °,' 'Nye-+ r h,-. i. ac o bta -moll ' ro�t a tJin& ,3 r'� a€ '� ,.- -,i}:1 . '.% '•� ❑ 30. Fresh air shall be provided for each dwelling unit as follows: J 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'/" undercut doors/grills. _ ❑ 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. C ❑ 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. ❑ 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. :0 ❑ 41. Service hot and cold water piping to be insulated to R-3 in unconditioned spaces. 0 0 42. Service recirculation hot water piping shall be insulated per code. ❑ 43. Supply ducts shall have volume dampers to balance the system. 0 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. 0 48. Showers and lavatories shall limit floor to.:s 2.5 gallons per minute. 0 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 0 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. 0 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 Site Plan Green Crow Properties, Inc. 1324 Morning Court .Lot 46, Riedell II, Phase 3 APN: 063014-670460 Lot 45 81 m i Open Space W!I N �I 40' (per Plat) i' cv o I � U c i ` 25 o I J New Residence I Driveway ' I 8' 'h of 16' drainage easement (per Plat) Lot 47 Living Area: 1,687 SF Covered Deck: 379 SF Garage: 506 SF N Property: 13,373 SF Scale: 1" - 20' r