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1413 Morning Court
Address: 1413 Morning Court PREPARED 8/15/16, 9:19:08 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/15/16 ------------------------------------------------------------------------------------------------ ADDRESS 1413 MORNING CT SU13DIV: CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0400-0000- APPL NUMBER: 16-00000505 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------ BL1 01 5/10/16 JLL BLDG FOUNDATION FOOTING 5/10/16 'AP May 10, 2016 8:48:21 AM jlierly. 670 5030 AM May 10, 2016 4:38:15 PM jlierly. May 12, 2016 8:57:20 AM jlierly. BL2 01 5/12/16 JLL BLDGFOUNDATION STEM WALL 5/12/16 AP May 12, 2016 8:57:38 AM jlierly. _ Robert Please inspect late in the day. May 12, 2016 4:39:23 PM jlierly. BFF 01 5/18/16 JLL BLDG FLOOR FRAMING 5/18/16 AP May 18, 2016 8:20:37 AM jlierly. Clayton 461-3591 May 18, 2016 4:30:50 PM jlierly. BEXS 01 5/26/16 JLL BLDG EXTERIOR SHEETING 5/26/16 AP May 26, 2016 8:20:15 AM jlierly. Clayton May 26, 2016 4:25:09 PM jlierly. BAIR 01 6/08/16 JLL BLDG AIR SEAL 6/23/16 AP June 8, 2016 8:29:54 AM jlierly. June 23, 2016 12:11:37 PM jlierly. BL3 01 6/08/16 JLL BLDG FRAMING 6/23/16 AP June 8, 2016 8:30:11 AM jlierly. June 23, 2016 12:11:37 PM jlierly. BLWS 01 6/14/16 JLL BLDG INSULATION WALL/FLOOR 6/14/16 AP June 14, 2016 9:40:34 AM jlierly. Derick 461-8319 June 14, 2016 4:45:12 PM jlierly. BLDR 01 6/21/16 JLL BLDG DRYWALL IBWP - 6/23/16 AP June 21, 2016 12:28:42 PM pbarthol. Derek 461-8319 June 23, 2016 12:12:06 PM jlierly. PWG 01 8/11/16 RV PUBLIC WORKS DRIVEWAY 8/12/16- AP August 15, 2016 7:29:51 AM rvess. August 15, 2016 7:30:30 AM rvess. PW99 01 8/11/16 RV PUBLIC WORKS FINAL 8/12/16 AP August 15, 2016 7:30:08 AM rvess. August 15, 2016 7:30:43 AM rvess. BL99 01 8/15/16 JlgLBLDG FINAL August 15, 2016 9:18:34 AM jlierly. Derrick 461-8319 ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT - REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------—— ------------------------------ - -- - -- ME1 01 6/08/16 JLL MECHANICAL ROUGH-IN ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 8/15/16, 9:19:08 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/15/16 ----------------------------- ------------------------------------------------------ ADDRESS . : 1413 MORNING CT SUBDIV: _ CONTRACTOR GREEN CROW CONSTRUCTION LLC PHONE (360) 417-3661 , OWNER GREEN CROW PROPERTIES INC PHONE PARCEL 06-30-14-6-7-0400-0000-- APPL NUMBER: 16-00000505 RES NEW SFR ------------------------------------------------------------------------------------- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -- ------------------------------------------------------- ------------------------ - 6/23/16 AP June 8, 2016 8:30:35 AM jlierly. DERRICK 461-8319 June 23, 2016 12:11:37 PM jlierly. ME6 01 7/27/16 JLL MECHANICAL GAS LINE 7/27/16 AP July 27, 2016 8:59:25 AM jlierly. .Derrick 461-8319 - July 27, 2016 4:12:40 PM jlierly. ME99 01 8/15/16 J MECHANICAL FINAL August 15, 2016 9:18:58 AM jlierly. PERMIT: PL 00 PLUMBING IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ----—-------------------- ---- - PL6 01 5/18/16 JLL PLUMBING WATER SUPPLY 5/18/16 AP May 18, 2016 4:38:45 PM jlierly. May 18, 2016 4:39:24 PM jlierly. PL2 01 6/02/16 JLL PLUMBING ROUGH-IN 6/03/16 AP June 2, 2016 8:54:46 AM jlierly. JP 460-6902 June 3, 2016 10:12:13 AM jlierly. PL99 01 8/15/16 PLUMBING FINAL August 15, 2016 9:19:14 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 . . . . . 16-00000505 Date 5 02 PP 16/ / Application pin number . . . 775725 Property Address . . . . . . 1413 MORNING CT ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0400-0000- 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 Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 170275 ---------------------------------------------------------------------------- Application desc 1795sf 3bed 2bath lstry SFR W/514sf garage ---------------------------------------------------------------------------- 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 . . SFR Permit Fee . . . . 1417.85 Plan Check Fee 921.60 4- Issue Date . . . . 5/02/16 Valuation . . . . 170275 Expiration Date 10/29/16 Qty Unit Charge Per Extension BASE FEE 1020.25 71.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 397.60 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc SFR MECHANICAL Permit Fee . . . . 186.00 Plan Check Fee .00 Issue Date . . . . 5/02/16 Valuation . . . . 0 Expiration Date 10/29/16 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 1.00 10.6500 EA ME-VENT SYSTEM "' 10.65 l 6.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 88.80 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . . . 205.00 Plan Check Fee .00 Issue Date . . . 5/02/16 Valuation . . . . 0 Expiration Date . 10/29/16 1 Qty Unit Charge Per Extension a".n1 BASE FEE 50.00 O 9.00 7.0000 EA PL-PLUMBING TRAP 63.00 1.00 7.0000 EA PL-WATER LINE 7.00 9.00 7.0000 EA PL-DRAIN VENT PIPING 63.00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized isnot commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct.All provisions. of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 5A116 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 4gUILDING PERMIT INSPECTION RECORD w ' PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Buildirt Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Wails/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction -R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 cor ) CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 16-00000505 Date 5/02/16 Application pin number . . . 775725 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) April 13, 2016 11:02:04 AM tamiot. 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. April 18, 2016 3:01:09 PM pbarthol. Project will result in a 2499sf single story 3 bed 2 bath SFR. lot coverage of 17.8% and site coverage of 23.W. NOTE: THE EASTERN SIDE YARD SETBACK IS 10' MIN FOR A UTILITY EASMENT. (SEE SUBDIVISION SURVEY) Maintain 10 foot setback from east property line for water main easement. 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 bf 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, Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized isnot commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction -R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 16-00000505 Date 5/02/16 Application pin number 775725 ---------------------------- --------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form foundation drains, yard drains, or any other CSO contribution is allowed. to the City of Port Angeles The contractor making the connection to an existing water (Location Code 0502) meter is responsible to adjust water meter depth so that there is a minimum of 4 to 6 inches of clearance between the bottom of the meter box lid and the top of the meter at finish grade. Construct driveway 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 1808.85 1808.85 .00 .00 Plan Check Total 921.60 921.60 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 8024.95 8024.95 .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 AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab ,Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction -R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 THE For City Use AC ITY OF � ..1� Permit# /6' "5�0 S VY A S H 1 1V G T D ht, U. S. Date Received: /•- 321 E 5th Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0cilyofna.us BUILDING PERMIT A PLICATION Project Address: 1413 Morning Court Phone:360-417-3669 Prima Contact:Bruce Emery Email:bruce@greencrow.com Name Green Crow Investments LLC Phone 360-417-3669 Property Mailing Address P.O. mail Owner .O. Box 2439 bruce@greencrow.com City Port Angeles state WA zip 98362 Name Green Crow Construction LLC Phone 360-775-5450 Contractor Address P.O. Box 2439 Email Kurt@greencrow.com Information city Port Angeles state zi g WA r 98362 Contractor License#GREENCC933CZ Exp.Date:4/2/2017 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Lot 40, Riedell II Ph 3 RS-9 1063014-670400 $ 170,275 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 Pr�BgExisting? n System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ❑ Yes ❑ No B 2 3 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaLtrft_cityofpa.us Project Description Construction of single-family residence. �. Construction of 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 i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. yI11zoi6 Date 41/111M% Print Name Bruce Emery Signature 1\ Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor 1,795 $152,575 Second Floor Covered Deck/Porch/Entry 190 $2,280 Deck(over 30"or i° floor) Garage 514 $15,420 Carport Other(describe) Area Totals 2,499 170,275 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 14,00-, 1 all structures 2,A117cl s ft 117.8% 21 feet Site Coverage(Sq Ft of all impervious) I %of Site Coverage(total site cov_lot size) 3,219 SF 23.0 SF 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 1 Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # ortable) 0 -Fireplace/Gas Stove/Gas Cook Stove/Misc. 0 Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 0 3 Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 0 1 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: s 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 6m' p'r SEraACIc _ a $ S 88'20 11 E- 144b3$' q \ � I —�——————— \ I \ \ I LOT 40 OM3 AC \\ \ I NEW RESIDENCE 8' SETBACKLU W IVU \/ / Iz LEGAL DESCRIPTION � LOT 40 OF MORING COURT U u SQUARE FOOTAGES Z Z LOT 0.323 AC � LU HOME LIVING AREA 1,195 SP. COVERED PATIOS 190 SP. GARAGE 514 SP. 1112.-4"*' l 9�es�. \ � L / / � i✓ \ \ 3 3 0 8 16 � � A � NORTH SCALE: I'=16'-0' eiTEaA++ N SITE PLAN POWER 6 _ S_1 "� PgOJECT No. RI DELA ffSUMISIOnN(PHA SEAV BEING A PoR7�40/M OLS rw(w /sJ///7J�M�//I���,►l%/QG'({�9�sL��G//J/%/�M�/(/��y//��O NO, Geo e w.➢ w.m. 20 FT NAME L.EASELEENT v LALA l%U V OU l%(/ !!9 V U AS4!I l%lwl U O(/l% PER ms PUT. 5 Be'10Y1'E 181.7Y � n i _ /M. h 14473 a .� ._.._.._.. .._.._.._.._. � ry n • 20 F6.SFMER AND ORAWAGE ' EARMT PER 716 PUL 10 FT DRAINAGE 9\ �� L------- i 's� (SFE NOTE 3 REDY6.r4G Ipi ® //��'J G°.VNfi EA5L9ENT.J ('¢"°"" ' QM Ac25' 6327 AC CONDITIONS IMPOSED BY THE CITY OF PORT ANGELES I \ '`© T'/;s ' S }.MIff1L deVE1M1Y5 ANE NSTAl1ID 70 EACH LOT,ilE SOETMWC TILL 7E QR OVi 70 TME NE7R W NEAREST E7PANBCII JMT AND THE 17057 NG SIDEWALK REPLACED FOR THAT gt7D4 TO MEET CITY I STANDARDS FCR A DRIVEWAY.GREEN CROW MILL BEAR 7ME FNANOAL 00LIGAINN FOR SUCH ID I 0\ ,' 'o.,,o Ac DRIVEWAY CUTS ARE7LACfiQNs TW A PERIOD OF TYEARS FO LOMFf MAL SUBMWOM I \g \ 'r %®I APPROVAL AND ACCEPTANCE. �C5•I 6312 AC \ v�0 7C O, -? K&DW 1 25' _ h g-TR40C 2 GREEN CROIV MLL AT ITS E7FENSE GUARANTEE AND REPLACE ANY SEC770M OF SCEM'ALIC MAT FAFS A Loa 4 OR CRACKS FOR A PERIOD OF TOO WARS FOLOINNC/NAL SVBOIWSWN APPROVAL AND ACCEPTANCE EASF]ENT PER � zs• N "-1 4 �-Y �' 1 c 11p E m i lI 0.725 AC ®I 25' \ zp• � 1'=60' 25' a 0 30 60 120 SCALE IN FEET sanrmou a l Ac .TO' I &MAc j m LEGEND 25 + V x I h V z0' I JS it- -__ Cu •sEf:FM!•I ANML 7FROXiI OC1O�R 1007;A s�B"REBAR MIN { �l, 9DAEY10R5 PLASTIC CAP SOIPED'MENDER P!S 287D4' -r x177 Ac 6266 AC 0 SET a 2-2'�Y7.A S/B•REDAR MERE 9RIEYOR$PLASM CAP .Ts' I I AVERAGE 7RCNM?GE IC£ANGLE STAMPED'RENDER PIS 17.70{"PFR 1Q1ME Is OF PUI$ ® II ,' ® l a PACE ea RECORDS OF OALLAY OOLNTY,M0. El SS' 25+ FOtRO.N APIM1.IOD7:A S/M'118E 1% MN SURW/OR5 PLASM FO. II-� .J CAP STAR7'EO'MENDED Pts ZSw4•PFR VOLLW u 0.F SAVE'M ® __ PACE 11,RE WS LF C ALLAN COWM.WA FOUR AND REMM N ME 2007,A S/M 1RHAR MTH SNOt IEYS 15, I 0277 AC 1 '�`� i 6307 AC I P'LASRC CAP STAMPED'MEND ER PLS TDJD1•PER VCLLME 46 OF I ® BM.rLr4G i $ 7,18 N r <O' i ® I SU RVEM PAGE 44 RECORDS URT; S OF ALLAW COMM, o! /// 15'L _ 1 SE7BA0C I gg N I =- IX I p SET ON 1-11-2007,A s/R"REW MIN SLWWYO 25 PLASTIC GAP STAMPED'N DIGUR PLS 25304'PER VOLLNE 47 OF SLRWM g - J ''T�. ' - T J_25' PACE 11.RECORDS OF DNLAM CONTY.WA 7`^ /f rr MANAGE EASEblENT 71 (SEE NOTE s) ®sEi:N SANE;2007,A s/R'REBAR MTI A r ALUA&M CAP SIAYKD'MENDER PLs 2B3a:LBt[ss on[RIMSE NOTED. ti I ( �D 125' 4 z3' I x275 AC I 43. 6313 AC " ��PACE 4 E.RECORDS PER VOLUME Mar.WA. LW IX i 0 ` PACE 47.RECODS d•QAIIAU C01.1YT;NA _ (A•` _- J 5 2' Js• r _ _ __ I 25 (RACIAL) RACIAL WAW( WRONG COLF T SREE7 ADDRESS zo Nbb k1 I ' I O.M4 AC anL a® I .N•I Y' i Sar � w ® 1 20'' •30' 4 sE7BAIX/ 1`�7+ I ; INE / +1 ����LL,I.E qs CLRW TABLE ~ I 0.18{AC I 3 O I I 6.702 AC / �� 'Y�E I'"4 MUMMER CFL7A--ANGLE RAOVS NTC IDM7N _�� Of 74R8•oT /40.00 181.87 <•"-,�'O E N�t � L C2 15 14a00 aa3 I I 110• ' / N M'E 1� CJ 147 JI 200.00 40.75 II /fes C4 JO'J 20x00 I7Z1D / S F7 UTMILLS FAg701T Q / r- 1xi00 46.40 N 8777'5'w 1,4.3.7• , '�M1°Vin PER TMS PUT. F• a 137 17660 45.34 10 FT DRAINAGE C7 719104 20.00 25.84 EASEMENT PER .^\ J 6716. CB 141531' IM00INS PLAT. 4241 (SEE NOTE SJ .J" 7J\ SGALE 1'40• Of 2r4 2RL00 111.76 CIO 217 270.00 81JJ (Y� \ O a^• CII 777121 20.00 125.36 L12 2fUlOr BUDD 7187 C13 SO• B ea00 s.172 SEF OETAL C14 44V4r3r OD 4aM L7J 31108 80.00 is" CIO 3sv2ljr 8a00 aro S14 TJON R6W [y C17 M242r BOOR 754 O LIE TABLE C18 JT43 4 6000 31 G C1 35=4r 1500 r 14.C6 M86'7R ORECTKN o15TNXE C20 1 I170.0000 448585 u N a3t�21 r 3a La /4 uaro Se.7e 4j 4 (113 L2 M 276 W /1 ar 2a00 017 R�DIC DR/E �w` U N 34.44 E 1.15 C7J T4D6 2aW 16.16 w t" NOT TO SCALE SEE SHEET 3 FOR N01ES SHEET 2 OF 3 AUDITORS CERTIFlCATE s wEpc SURVEYORS CER77FICA WENGLER SURVEYM & MAERW X10. PMm FOR RECORDTMs *DIY 4F--. y�-•2008 �`Q,�sa" �'o•J' T6 WP OORECILY PIIS A"VEY WOE BY LE OR 703 EAST EIGHTH STREET AT�e r N BOW b OF Full AT PAGE w DROMON N CWORwnrE WN THE RraxmPRFls of THE PORT ANGELES, iYASHINGTON 98362 Ai 711E REOk3I OF MFAOLER SLRVEWW AND W14N•CO. SUWEY REDOR07D ACT AT THE REOLEST OF GREEN CROW o 28304 PRDPERrEx NC N APRT.2007. (360) 457-9600 �'Sy�nrsPb�Op OPAL LANDS {,_ L_ FAX (360) 457-9556 Al"MICS FEF NUMBER �60Q,Z z�51Y www wenglersurveymg.coin DATE:7-/4/-LaoA RIDDED OD SUBDIVISION (PHASE li PA OF(SLA 0&11) VOL a 63 OF S5(9RVEVSS9 pOo fl� BEING A p0 7 MN OF rNE WES r HALG 9 SEC. 14 Xa 300 N.9 A G Wy zo Fr wA7ER LINE T CLALLANCOUNTY WASHING U ON PER THIs Pur. s ,'II'E 289.27' moi•GgEFN cwwp iopml INC to 144. 144, 20 FT SEWER AND DRAINAGE N N ' EASAIENT PER TANS PLAT. TE REGARDIN TE FT DRAINAGE PER i 0\ EIUILDING L———————�B' �S i (SEE DRAINAGE E A G 714S PUT. ,0;,5• \ i °i 41 �' • ) (SEE NOTE 5) i 4 O..W AC �,� //25 CONDITIONS IMPOSED BY THE CITY OF PCLM3 Ac C 1. WHEN DRIVEWAYS ARE INSTALLED 7O EACH LOT, THE SIDEWALK MILL BE CUT OUT TD TWNEXT SE \ i i WrCK 4 I NEAREST EXPANSION JOINT AND THE EXI57ING SIDEWALK REPLACED FOR THAT SECTION TO MEET CITY LINE /� '` , STANDARDS FOR A ORIVEWAY. GREEN CROW WLL BEAR THE FINANCIAL OBLIGATION FOR SUCH _ ' 3 " e �►1• i �, , 10.239 ACI DRIVEWAY CUTS AND REPLACEMENTS FOR A PERIOD OF 1110 YEARS FOLLONI NG FINAL SUBO/VISION \`�'/, 1 , I APPROVAL AND ACCEPTANCE. 2r5 ( 0.312 AC \ o a0 0 i p � 'J �� / BUY.DING 1 25' SMACK� 2 GREEN CROW MILL AT 115 EXPENSE GUARANTEE AND REPLACE ANY SEC7ION OF SIDEWALK THAT FA FT UTILITIES ® ' ,G ^ LINE OR CRACKS FOR A PERIOD OF TWO YEARS FOLLOWING FINAL SUBDINSFON APPROVAL AN ACCEPTANCI SEMENT PER 0,,7s' //' C A 5 Cie` ,'L�\ � THIS PU7 k Ali / ,G� Af J 25 q� I —►►''1 S y83rab.E I . I I X215 (+ 3 20 Int W JOOO ' 0® I 25' ' - it ti .. 78 19 20 21 22 23 24 25 . ,•26 627 1151 f 11598 28 ._': o 29 Eckard Ave -- i 16 15 :14 13 12 11 x`10 _ - z .�... 1152 1158 f �� 4 10 7 c, la 4041 1414 , m, 24 v° ,t 1 29 30 18 t• 42 ".25 26 .27 28 29 IJ r 3s 1411 1410 ,. 3 Ir ,, 1406 i ) 43 e 1407 ' 12 J 13 1329 fj, 1 37 r' 36 15 -� 1323 m� t ` L r f { jjiJ 3 2 a r 35 1324 46 ' 1321 - a 1320 21 34 47 1317 {t1 22 23 24 18 33 a• -; . ! 1201 48 ! Pfescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 1413 Morning Court'(lot 40) 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 O �0 Ali Climate. ones. R-Value U-Factor Fenestration U-Facto n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC", n/a n/a Ceiling 49 0.026 Wood Frame Wall"," 21 int 0.056 Mass Wall R-Value' 21/21 0.056 Floor : 309 0.029 Below Grade WalfK10/15/21 int+TB 0.042 Slab R-Value&Depth 10,2 It n/a *Table R402.1.1 and,Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-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. 2. 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) la Efficient.Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0EJ 1cEfficient Building Envelope 16 2.0 . 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 3b High Efficiency HVAC 3b 1.0 El 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 0 1.0 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 8402.1.1 Footnotes Por 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. 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 I minim,im of R-1n ineiointinn jreauiremen_. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section 8402.1.3. FOUNDATION PHASE COMPLIANCE REQUIRED INSPECTED APPROVED ❑ 1. Slab insulation R10 required ❑ n/a a. Exterior n/a 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 0 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 KenMoreKHMS2040 300 Bathroom fan 50 CFM/20 CFM NuTone QTN110E 110 Bathroom fan 50 CFM /20 CFM NUToneOTN90L 110 Bathroom fan 50 CFM /20 CFM Laundry fan 50 CFM /20 CFM NuTone QTN1 10E 90 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". ❑ 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. ❑ ❑ 9. Heating system requirements will be met with the following: ❑ Type of heat: Ductless Heat Pump 6 t i Mfr Fujitsu Model#AOU12RIec(inside)AUUI2RLF(outside) Output 12,0000TU Fuel Type elec. Efficiency rating (AFUE) HSPF 122 ❑ 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 ❑ ❑ 14. Window specifications: Manufacturer U-Factor MilGard Style Line .281.30 ❑ 15. Skylight specifications—Maximum U-factor= .50 ❑ # of Skylights Manufacturer Area U-Factor (2)2x4' Crystal Lite 16 sq ft .50 ❑ 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/corners ❑ 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. ❑ 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: Iwo lu OR Poly > 4 mil, OR Backed b Walls: Poly>4 mil, OR Face-stapled backed batts, OR or Retarder Paint(Not PVA) 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 R-49. ❑ ❑ 27. Single rafter or joist vaulted ceilings shall be insulated to R-38. ❑ ❑ 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: Fiberglass Front door 3'x6'8" Door No. 2: Fiberglass back door 3'x6'8" One exempt door allowed, Door No. 3: ❑ 29. Fresh air shall be provided for each dwelling unit as follows, choose option: ❑ D' Tested, screened, controllable, through wall port YN 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%" 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. ❑ ❑ 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 r - version 7 �esigraea�n �.nacr Beams/'JoistsAnalysis and Design q AS--Meriod How to Order Pro Deveioped by- forum Engineers Enter Data Print Version Member# Garage door header Root Location: Main Floor No Nominal Size : ( 1 ) 4 x 12 No Species a Douglas Fir-Larch No D�rnension ;_Umber"' Grade a No.2 Span(L)s 16 ft - 9 in Tributary Width(B): 2 ft - 4 in Unsupported Length(lu)= 1 ft - 0 in 1 L pressed-down buttons are selected- LOADING Load Type Max.Span = 23 ft - 10 in , Dead Load Uniform w(psf)= 17 R1 R2 82 lb 821 Ib _ Stress andlor Deflection Check • OK A c t u a l A l l o w a b l e Ratio Snow Load Uniform w(psfl= 25 Max fv(psi)8 V(lb) 28 729 207 5434 13% "b= Max fb(psi)b M(93-ft) 559 3437 1136 6991 49% Toted Load Max.Deft.(in) -0.26 Lt769 1.12 23% Live Load Max.Dell.(in) -0.16 U1293 24:; 0.84 19% Adjustment Factors 1ow for Fb for Fv for °00 Wet Service CM= 1.00 1.00 1.00 Temperature G= 1.00 1.00 1.00 49M Beam Stability CL= 1.00 N/A N/A -71W J Size CF= 1.10 WA WA Shear Force,V(Ib) Flat Use Cru= 1.00 N/A N/A Incising Ci= 1.00 1.00 1.00 Repetitive Member Cr= 1.00 N/A N/A 4000 Buckling Stiffness CT= N/A N/A 1.06 3000 ( (CT for Eminonly) 2000 I Design Values in psi 1000 F Fv E Ernie 0 Reference 900 180 1600000 58000 00000 Bending Moment,M(I)-ft) Adjusted 1136 207 16 sOM Section Properties breadth(b)= 3.5 in depth(d)= 11.25 in „p Area(A)= 39.4 in12 Section Modulus(Sx)= 73.8 in"3 Moment of Inertial(Ix)= 415.3 in"4 Total Load Deflection(in) Simpson Strong-Tie® Wall-Bracing-Length Calculator Page 1 of 2 WALL-BRA Length'DCal IT,ii . 4 1 1 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Green Crow ADDRESS:1413 Morning Court,Port Angeles,We,98362 WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER:No Wall Line 1-1 Wall Line 2-1 Wall Line 3-1 Inputs Braced-Wall-Line Location 1st of 1-story 1st of 1-story Istof 1-story Eave to Ridge Height 9 ft 9 ft 9 ft Braced-Wall-Line Spacing 14.50 ft 20.00 ft 20.00 ft Braced-Wall-Line Length 14.50 ft 14.50 ft 16.50 ft Wall Height 9 ft 9 ft 9 ft Bracing Method WSP GB WSP GB Construction Type N/A GS Double Sided(Panel N/A Vertical) Gypsum Wall Board on Inside Yes N/A Yes Horizontal Joints Blocked Yes Yes Yes Holdown Device Used No No No Wall Dead Load >8 psf&515 psf >8 psf&<15 psf >8 psf&:5 15 psf Roof/Ceiling Dead Load 515 psf <15 psf <15 psf WIND Tabulated Wind Bracing Amount 3.625 ft 8.5 ft 5 ft Exposure Height Factor 1.2 1.2 1.2 Eave-to-Ridge Height Factor 0.94 0.94 0.94 Wind Wall Height Factor 0.95 0.95 0.95 Number of BWL Factor 1.3 1.3 1.3 Holdown Factor 1 1 1 Blocked Joint Factor 1 1 1 Gypsum on Inside Factor 1 1 1 Wind GB Construction Factor 1 1 1 Required Wind Bracing Amount 5.05 ft 11.84 ft 6.97 ft SEISMIC Tabulated Seismic Bracing Amount 3.625 ft 5.8 ft 4.125 ft Seismic Wall Height Factor 1 1 1 BWL Spacing Factor 1 1 1 Blocked Joint Factor 1 1 1 Gypsum on Inside Factor 1 1 1 Seismic GB Construction Factor 1 1 1 Wall Dead Load Factor 1 1 1 Roof Dead Load Factor 1 1 1 Veneer Factor 1 1 1 Required Seismic Bracing Amount 3.63 ft 5.8 ft 4.13 ft RESULTS Length of Wall Brecing Required 5.05 ft 11.84 ft 6.97 ft ;:C0^ _ C�•,�4r-- fir. http://www2.strongtie.com/webapps/BracedWall/ 4/9/2016 "Simpson Strong-Tie® Wall-Bracing-Length Calculator Page 2 of 2 NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,D1,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall Iines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall Shearwalls@ Presciptive Design Guide(hfto://www.strongtie.com/(iterature/T-SWPD(3.html)for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie@ Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,D1,or D2 in accordance with Section R602.10.4.1 item#3. V..icn 2.1.1 http://www2.strongtie.com/webappsBracedWall/ 4/9/2016 Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 1 of 2 WALL-BRACING 1 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:Green Crow ADDRESS:1413 Morning Court,Port Angeles,Wa,98362 WALL DIRECTION:Side To Side SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER:No Wall Line 1-1 Wall Line 2-1 Wall Line 3-1 Wall Line 4-1 Wall Line 5-1 Inputs Braced-Wall-Line Location 1 st of 1-story 1 st of 1-story 1 st of 1-story 1 st of 1-story 1 st of 1-story Eave to Ridge Height 9-ft 9 ft 9 ft 9 ft 9 ft Braced-Wall-Line Spacing 22.00 ft 22.00 ft 16.50 ft 16.50 ft 14.92 ft Braced-Wall-Line Length 23.50 ft 23.50 it 16.83 ft 9.33 ft 14.00 ft Wall Height 9 ft 9 ft 9 ft 9 ft 9 ft Bracing Method WSP WSP GB GB WSP GB Construction Type N/A N/A GB Double sided 4" GB Double sided 4" N/A O.0 Fastening O.0 Fastening Gypsum Wall Board on Inside Yes Yes N/A N/A Yes Horizontal Joints Blocked Yes Yes Yes Yes Yes Holdown Device Used Yes No No No No Wall Dead Load >8 psi&<15 psf >8 psf&5 15 psi >8 psf&!5 15 psf >8 psf&!5 15 psf >8 psi&:s 15 psi Roof/Ceiling Dead Load <15 psf <15 psf <15 psf <15 psf <15 psf WIND Tabulated Wind Bracing Amount 5.4 ft 5.4 ft 7.1 ft 7.1 ft 3.73 ft Exposure Height Factor 1.2 1.2 1.2 1.2 1.2 Eave-to-Ridge Height Factor 0.94 0.94 0.94 0.94 0.94 Wind Wall Height Factor 0.95 0.95 0.95 0.95 0.95 Number of BWL Factor 1.6 1.6 1.6 1.6 1.6 Holdown Factor 0.8 1 1 1 1 Blocked Joint Factor 1 1 1 1 1 Gypsum on Inside Factor 1 1 1 1 1 Wind GB Construction Factor 1 1 0.7 0.7 1 Required Wind Bracing Amount 7.41 ft 9.26 ft 8.52 ft 8.52 it 6.4 ft SEISMIC -Tabulated Seismic Bracing Amount 5.875 ft 5.875 ft 6.732 ft 3.732 ft 3.5 ft Seismic Wall Height Factor 1 1 1 1 1 BWL Spacing Factor 1 1 1 1 1 Blocked Joint Factor 1 1 1 1 1 .Gypsum on Inside Factor 1 1 1 1 1 .Seismic GB Construction Factor 1 1 1 1 1 Wall Dead Load Factor 1 1 1 1 1 Roof Dead Load Factor 1 1 1 1 1 Veneer Factor 1 1 1 1 1 Required Seismic Bracing Amount 5.88 ft 5.88 ft 6.73 ft 3.73 ft 3.5 ft RESULTS Length of Wall Bracing Required7.41 X9.26 R 8.52 ft 8.52 ft 6.4 ft �".JT -�- Ctcei tto- --- K http://www2.strongtie.com/ app /�racedWall/ 4/9/2016 Simpson Strong-Tie® Wall-Bracing-Length Calculator Page 2 of 2 NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,D1,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall Iines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section 8602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall ShearwallsO Presciptive Design Guide(http•//www strongtie com/literature/T SWPDG htmll for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall(g)shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section 8602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,Di,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,D1,or D2 in accordance with Section R602.10.4.1 item#3. Version 2.1.1 http://www2.strongtie.com/webapps/BracedWall/ 4/9/2016 Simpson Strong-Tie®Wall-Bracing-Length Calculator Page 1 of 2 R. 191 TOT 1 . . , r, 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME Green Crow ADDRESS:1413 Morning Court,Port Angeles,WA,98362 WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED,100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER:No Wall Line A-1 Wall Line B-1 Wall Line CA Wall Une 0-1 Il^puts Braced-Wall-Line Location 1st of 1-story 1st of 1-story 1st of 1-story 1st of 1-story Eave to Ridge Height 9 ft 9 ft 9 ft 9 ft Braced-Wall-Line Spacing 22.00 ft 23.00 ft 23.00 ft 15.00 ft Braced-Wall-Line Length 22 ft 22 ft 23 ft 15 ft Wall Height 9 ft 9 ft 9 ft 9 ft Bracing Method WSP WSP WSP WSP GB Construction Type N/A N/A N/A N/A Gypsum Wall Board on Inside Yes Yes Yes Yes Horizontal Joints Blocked Yes Yes Yes Yes Holdown Device Used No No No No Wall Dead Load >8 psf&5 15 psf >8 psf&<_15 psf >8 psf&<15 psf >8 psf&5 15 psf Roof/Ceiling Dead Load >20 psf&5 25 psf >20 psf&<_25 psf >20 psi&<25 psf >20 psf&<25 psf WIND Tabulated Wind Bracing Amount 5.4 ft 5.6 ft 5.6 ft 3.75 ft Exposure Height Factor 1.2 1.2 1.2 1.2 Eave-to-Ridge Height Factor 0.94 0.94 0.94 0.94 Wind Wall Height Factor 0.95 0.95 0.95 0.95 Number of BWL Factor 1.45 1.45 1.45 1.45 Holdown Factor 1 1 1 1 Blocked Joint Factor 1 1 1 1 Gypsum on Inside Factor 1 1 1 1 Wind GB Construction Factor 1 1 1 1 Required Wind Bracing Amount 8.39 ft 8.7 ft 8.7 ft 5.83 ft SEISMIC Tabulated Seismic Bracing Amount 5.5 ft 5.5 ft 5.75 It 3.75 ft Seismic Wall Height Factor 1 1 1 1 BWL Spacing Factor 1 1 1 1 Blocked Joint Factor 1 1 1 1 Gypsum on Inside Factor 1 1 1 1 Seismic GB Construction Factor 1 1 1 1 Wall Dead Load Factor 1 1 1 1 Roof Dead Load Factor 1.1 1.1 1.1 1.1 Veneer Factor 1 1 1 1 Required Seismic Bracing Amount 6.05 ft 6.05 ft 6.33 ft 4.13 ft RESULTS Length of Well Bracing Required8.39 .7 ft 8.7 ft 5.83 ft 0.5 L.."II Pew http://www2.strongtie.com/webapps/BracedWall/ 4/11/2016 Simpson Strong-Tie® Wall-Bracing-Length Calculator Page 2 of 2 NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,D1,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10.4 and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall Iines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall ShearwallsO Piescinfiye Design Guide(http://www.stronat'o.comAKerature/fSWPDG.tdmll for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,D1,or D2 in accordance with Section R602.10.4.1 item#3. Verson 2.1.1 http://www2.strongtie.com/webappsBracedWall/ 4/11/2016 Simpson Strong-Tie® Wall-Bracing-Length Calculator Page 1 of 2 WALL-BRACING Length caicuiator: 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME Green Crow ADDRESS:1413 Morning Court,Port Angeles,WA,98362 WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:D2 BASIC WIND SPEED:100 mph WIND EXPOSURE CATEGORY:C STONE OR MASONRY VENEER:No Wall Lire A-1 Wall Line B-1 Wall Line C-1 linprts Braced-Wall-Line Location 1st of 1-story 1st of 1-story 1st of 1-story Eave to Ridge Height 9 ft 9 ft 9 ft Braced-Wall-Line Spacing 33.50 ft 33.50 ft 11.50 ft Braced-Wall-Line Length 33 ft 33 ft 11.50 ft Watt Height 9 ft 9 ft 9 ft Bracing Method WSP WSP WSP GB Construction Type N/A N/A N/A Gypsum Wall Board on Inside Yes Yes Yes Horizontal Joints Blocked Yes Yes Yes Holdown Device Used No Yes No Wall Dead Load >8 psf&<15 psf >8 psf&<15 psf >8 psf&<_15 psf Roof/Ceiling Dead Load <15 psf <15 psf <15 psf WIND Tabulated Wind Bracing Amount 7.7 ft 7.7 ft 2.875 ft Exposure Height Factor 1.2 1.2 1.2 Eave-to-Ridge Height Factor 0.94 0.94 0.94 Wind Wall Height Factor 0.95 0.95 0.95 Number of BWL Factor 1.3 1.3 1.3 Holdown Factor 1 0.8 1 Blocked Joint Factor 1 1 1 Gypsum on Inside Factor 1 1 1 Wind GB Construction Factor 1 1 1 Required Wind Bracing Amount 10.73 ft 8.58 It 4.01 ft SEISMIC Tabulated Seismic Bracing Amount 8.25 ft 8.25 ft 2.875 ft Seismic Wall Height Factor 1 1 1 BWL Spacing Factor 1.34 1.34 1 Blocked Joint Factor 1 1 1 Gypsum on Inside Factor 1 1 1 Seismic GB Construction Factor 1 1 1 Wall Dead Load Factor 1 1 1 Roof Dead Load Factor 1 1 1 Veneer Factor 1 1 1 Required Seismic Bracing Amount 11.06 ft 11.06 ft 2.88 ft RESULTS Length of Well Breoing Required11.06 ft 11.06 H 4.01 ft b,,ti.lc,t� dn e 1 w/ ,qtr http://www2.strongtic.com/webapps/BracedWall/ CAt- 4/11/2016 Simpson Strong-Tie® Wall-Bracing-Length Calculator Page 2 of 2 NOTES 1. This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. 2. One-and two-family dwellings and townhouses in Seismic Design Category D0,D1,or D2 are subject to the wind and seismic requirements of the IRC. The length of wall bracing shall be the greater of that required by Table R602.10.3(1)based on wind speed,and Table R602.10.3(3)based on seismic design category,including all applicable adjustment factors. 3. Braced-wall panel construction shall be in accordance with the requirements of Section R602.10.4 and Table R602.10A and the minimum length requirements of Section R602.10.5. 4. Braced-wall panels shall be located at each end of braced-wall lines.Braced-wall panels constructed of Methods WSP,BV-WSP,or continuous sheathing methods may begin up to 10 feet from each end when the additional requirements of Section R602.10.2.2.1 are satisfied. 5. The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6. Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 7. Refer to the Strong-Wall Shearwalls®Presclpffife Design Guide(htto://www.stronatie.comAiteraturefrSWPDG.tdmo for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 8. Braced-wall-line spacing shall not exceed 25 feet on center in each story in both longitudinal and transverse directions in accordance with Table R602.10.1.3.However,the spacing between two adjacent braced wall lines shall not exceed 35 feet on center in order to accomodate one single room when the provisions in Table R602.10.1.3 are satisfied. 9. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 10. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1. For buildings in SDC D0,D1,and D2 the user must ensure braced wall lure spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2. The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure 8301.2(4)A equals or exceeds 110 miles per hour. 3. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Townhomes in Seismic Design Category C and all structures in Seismic Design Category D0,D1,or D2 in accordance with Section R602.10.4.1 item ff3. Version 2.1.1 http://www2.strongtie.com/webapps/BracedWall/ 4/11/2016