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1309 Morning Court
Address: 1309 Morning Court PREPARED 6/05/17, 11:19:07 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/05/17 ------------------------------------------------------------------------------------------------ ADDRESS 1309 MORNING CT SUBDIV: CONTRACTOR PHONE OWNER DENNIS AND KAREN L YAKOVICH PHONE PARCEL 06-30-14-6-7-0320-0000- APPL NUMBER: 16-00001391 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----------------------------------------------------------—-----—--------------------------- BL1 01 11/01/16 PB BLDG FOUNDATION FOOTING 11/03/16 AP November 1, 2016 10:28:03 AM pbarthol. Adam 460-7097 November 3, 2016 4:11:52 PM pbarthol. BL2 01 11/03/16 JLL BLDG FOUNDATION STEM WALL 11/03/16 AP November 3, 2016 9:51:48 AM jlierly. Adam 460-7097 AM request November 3, 2016 4:11:04 PM jlierly. BFF O1 12/02/16 JLL BLDG FLOOR FRAMING 12/02/16 AP December 2, 2016 8:45:01 AM jlierly. December 2, 2016 4:48:08 PM jlierly. BL9 01 12/30/16 PB BLDG SHEARWALL 1/03/17 AP December 30, 2016 11:20:03 AM pbarthol. exterior sheeting on first floor only January 3, 2017 12:06:37 PM pbarthol. BEXS O1 1/31/17 JLL BLDG EXTERIOR SHEETING 1/31/17 DA January 31, 2017 10:24:41 AM jlierly. partial inspection Derick Carlstrom January 31, 2017 4:19:11 PM jlierly. PArtial shear ok will sign off on shear once completed/jll BEXS 02 3/03/17 JLL BLDG EXTERIOR SHEETING 3/03/17 AP March 3, 2017 8:21:54 AM jlierly. derrick March 3, 2017 4:11:30 PM jlierly. BAIR O1 3/21/17 JLL BLDG AIR SEAL 3/21/17 AP March 21, 2017 8:45:27 AM jlierly. March 21, 2017 4:21:13 PM jlierly. BL3 01 3/21/17 JLL BLDG FRAMING 3/21/17 AP March 21, 2017 8:44:58 AM jlierly. - Derrick 461-8319 March 21, 2017 4:21:13 PM jlierly. BLI O1 3/23/17 JLL BLDG INSULATION 3/23/17 AP March 23, 2017 9:59:17 AM jlierly. Derick 461-8319 March 23, 2017 4:47:00 PM jlierly. PW99 01 6/01/17 RV PUBLIC WORKS FINAL 6/02/17 AP BL99 01 6/05/17 BLDG FINAL Curt 775-5450 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------—---------------—-----—----------------- --—---------------------— ME6 01 3/21/17 JLL MECHANICAL GAS LINE ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- �1 PREPARED 6/05/17, 11:19:07 INSPECTION TICKET PAGE 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/05/17 ------------------------------------------------------------------------------------------------ ADDRESS . : 1309 MORNING CT SUBDIV: CONTRACTOR : PHONE OWNER DENNIS AND KAREN L YAKOVICH PHONE PARCEL 06-30-14-6-7-0320-0000- APPL NUMBER: 16-00001391 RES NEW SFR ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ 3/21/17 DA March 21, 2017 8:45:58 AM jlierly. March 21, 2017 4:20:40 PM jlierly. . Low presuure verify any leaks and retest /jll ME6 02 4/26/17 JLL MECHANICAL-GAS LINE 4/26/17 AP April 26, 2017 10:42:07 AM jlierly. Curt April 26, 2017 4:26:19 PM jlierly. ME99 01 6/05/17 MECHANICAL FINAL PERMIT: PL 00 PLUMBING NOMIT REQUESTED INSP DESCRIPTION - TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 3/09/17 JLL PLUMBING ROUGH-IN 3/09/17 AP March 9, 2017 9:22:07 AM jlierly. jp March 9, 2017 4:06:50 PM jlierly. PL2 02 3/21/17 JLL PLUMBING ROUGH-IN 3/21/17 AP March 21, 2017 8:45:42 AM jlierly. March 21, 2017 4:21.:13 PM jlierly. PL99 01 6/05/17i�o PLUMBING FINAL -------------------------- -- -------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES iM DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00001391 Date 10/27/16 Application pin number . . . 143323 Property Address . . . . . . 1309 MORNING CT ASSESSOR PARCEL NUMBER: 06-30-14-6-7-0320-0000- 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 . . . . 210672 Application desc 3115 SQ, 3 BR, 2BA two story SFR ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DENNIS AND KAREN L YAKOVICH OWNER PO BOX 2051 PORT ANGELES WA 98362 ----- ------------------------------------ ----------- ---------------------- Permit BUILDING PERMIT--RESIDENTIAL �\ Additional desc . . 3115 SQ SFR y\ Permit Fee . . . . 1641.85 Plan Check Fee 1067.20 \ Issue Date . . . . 10/27/16 Valuation . . . . 210672 Expiration Date 4/25/17 r � © Qty Unit Charge Per Extension BASE FEE 1020.25 111.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 621.60 «. ---------------------------------------------------------------------------- J� Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL m Permit Fee . . . . 207.00 Plan Check Fee .00 Issue Date . . . . 10/27/16 Valuation . . . . 0 Expiration Date 4/25/17 Qty Unit Charge Per Extension BASE FEE 50.00 2.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 29.60 5.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 36.25 1.00. 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 1.00 10.6500 EA ME-FUEL GAS PIPING,1-5 OUTLETS 10.65 4.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 59.20 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING t Permit Fee . . . . 268.00 Plan Check Fee .00 Issue Date . . . . 10/27/16 Valuation . . . . 0 V Expiration Date 4/25/17 Qty Unit Charge Per Extension BASE FEE 50.00 \ 12.00 7.0000 EA PL-PLUMBING TRAP 84.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 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: 3 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 /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 %'�►. CITY OF PORT ANGELES r ►� DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 16-00001391 Date 10/27/16 Application pin number . . . 143323 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form 1.00 7.0000 EA PL-WATER LINE 7.00 12.00 7.0000 EA PL-DRAIN VENT PIPING 84.00 to the City of Port Angeles 1.00 15.0000 EA PL-SEWER LINE 15.00 (Location Code 0502) 1.00 7.0000 EA PL-WATER HEATER 7.00 2.00 10.6500 EA PL-FUEL GAS PIPE, 1-5 OUTLETS 21.00 ---------------------------------------------------------------------------- Special Notes and Comments September 22, 2016 1:37:16 PM tamiot. Electrical permit is required. October 18, 2016 3:01:11 PM pbarthol. 3115sf SFR 2 story 3bed 2.5bath. 1st floor: 1332sf 2nd floor: 906sf covered porch: 70sf Deck: 128sf Garage: 551sf patio: 128sf Lot coverage of 24.1%. site coverage 28t. No land use problems anticipated. NOTE: FRONT SETBACK IS 25' FROM THE PROPERTY LINE INCLUDING THE 5' UTILITY 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 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 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the . last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permft 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: a Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceilin 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 r 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 16-00001391 Date 10/27/16 Application pin number . . . 143323 ----------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form 417-4831 Trench safety per applicable laws. Temp erosion control and to the City of Port Angeles surface restoration responsibility of applicant. Contact (Location Code 0502) City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. The contractor making the connection to an existing water meter is responsible to adjust water meter depth so that there is a minimum of 4 to 6 inches of clearance between the bottom of the meter box lid and the top of the meter at finish grade. Construct driveway 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 t STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 2116.85 2116.85 .00 .00 Plan Check Total 1067.20 1067.20 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 8478.55 8478.55 .00 .00 i Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 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: t Walls Ceiling FRAMING: y- 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 /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 THE :� For City Use CITY OF �R .,. ' Permit# ��Dr/-39 f w A s H 1 K' G T 0 N, U . S. Date Received: r/( 321 E 51b Street ate Approved 69 Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits 0 cityofpa.us BUILDING PERMIT ICATION Project Address: 1309 Morning Court Port Angeles WA Dennis Yakovich Phone:360-460-2500 Primary Contact: Email: Name Dennis Yakovich Phone 360-460-2500 Property Mailing Address Email Owner .b, R,4)(- 1-0 51 yakmac17@q.com City Port Angeles WA State WA zip 98362 Name Dennis Yakovich Phone 360-460-2500 Contractor Address Email yakmac17@q.com Information city State WA zip 98362 Contractor License# 5 Exp.Date: Legal Description: ZA inon Tax Parcel# Project Value: (materials and labor) 166212 Riedel If (phase III) S O63olq(o -10oob0 $ 195,000 Residential 8 Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair J3 Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction N 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 i7 Existing? Yes ❑ No 2-1/2 3 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater0cityofPA.us Project Description New single family residence with attached garage Is project in a Flood Zone: Yes ❑ Nob 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. I lo,( �� Yck'Q V M-�L-L Date Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions (SQ FT) Floor area Floor area $Value new area Basement First Floor 1332 10-97306` Second Floor 906 77 o lC� Covered Deck/Porch/Entry 70 --39A- Deck(over 30"or 2" floor) 128 Garage 551@@6� ' Carport Other(describe) Patio 128 Area Totals 3115 195,600 Commercial Structures Area Descriptions(SQ FT) Existing Proposed Constructi n For Office Use Floor area Floor area $Value new area Existing Structure (s) t 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 12,371 1 all structures s ft 0.241 0 Site Coverage (Sq Ft of all impervious) %of Site Coverage (total site cov-lot size) 3,590 0.28 Mechanical Fixtures Indicate how many of each-type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 1 4 Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. 1 Fuel Gas Piping #of Outlets: Ventilation Fan,single duct 5 Furnace/Heat Pump/ �30,OOOEBTU # Ventilation System # Forced Air Unit 2 ductless heatpmp Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # 1 12 Plumbing Vent piping #2 Medical gas piping #of Outlets: 0 Water Line # Fuel gas piping #of Outlets:2 Sewer Line # Industrial waste pretreatment 0 1 interceptor Grease Trap) Size Other(describe): T:\Forms\2015 CED Form Updates\Building&Permitting\BP\Building Permit 20150415.docx Pill, x tl _ F �4r a y`�;" s UP SA Y� Morn4n9 Ct IC . a . ORT NGELES der WASH I N G T O N; U. S. A. 2015 1 Code Transition The City of Port Angeles will adopt the 2015 International Codes effective July 1, 2016,to replace the 2012 International Codes. The City of Port Angeles realizes that there are projects which have been in the development phase for several months prior to July 1, 2016. In some instances there may be a question whether a redesign would be required.To eliminate uncertainty and avoid creating a hardship for the owner/applicant, until October 1, 2016 the City of Port Angeles will allow projects designed under the 2012 Codes to be vested to the 2012 Codes. During this transition period between July 1, 2016 and October 1, 2016 the applicant shall complete this form stating the code under which they want the plans to be vested to,the 2012 or 2015 Codes.The choice will apply to all codes, building, mechanical, plumbing, and energy codes referenced during the plan review. You will not be able to switch between code years for different trades. Once you choose the code year,the project will be regulated by that code edition through completion of the project,or expiration,whichever comes first. »/1,.1--k applicant/agent for building application# choose to have my plans reviewed under the: 2012 Code 2015 Codes Signature of owner/age t Date ao m �8 3100.,W w – – � 13229 _ WATER LOT 32 _ -_��.METER 0284 Ac W W 4 POWEF PHONE W W f W 13. CABLE Is DECK5/ SANITAF /T SEWER. 1 CONNEC 20'-old 1 ROOF DI SETE3AG I TO STOF I II IF rFJJ II if II II II II II I I If ICOVEEb HOUSE ii I____-4 PORCH &7741rY syy E.rs ol' saris*-,/If, II II I , __j GARAGE � 20' 20' I AS ALT II GON�.APRON DRIrWAT II I — — — -IL= ----�-- 1 I 1 m — Q N 81°21'46"W 13433' UTIL,�FN1 NJ �I ( `V �p?08' I S 78370 £ n 20 II C43� t ( 1 C) 1 0.226 AC p z 1 1 a' f 25' 14], , 0.257 Ac i° 6�37 i .25' in 0 30 �• + W SCAT 1 w S 87274.1" E 1 �� / 0.251 AC J 30. .30' 1f 0.273 AC ` O1 0 0 60.00' 1 ro =r 1 tih \ \ 1329 ' a I Q •! s n02 o LEGEND pp"£7; 25' �I w \gid IJ 20•f [� 3S r -�v U j ! SET. FROM APRIL THROU 001 I 36 \ �y 1 ' V SURVEYOR'S PLAS7IC Ch / I ^ J 45 25" -1' 55' 25" 25' 0.297 AC `��i 1 '.) W I 0.268 AC I 0 SET: ON 2-25-97, A 51 1 I ,, a s' 3S J AVERAGE CONVERGENCE ANGLE STAMPED "WENGLER PLS O'I5 1325 ! J O I 1328 PAGE 86, RECORDS OF \f ro _ 55 0 0 IW,� I S 7637 —_ 1 0 FOUND: IN APRIL, 2007, 7 U o �' �I Q N, 5' '4 E 163 g3. ,�( 25 CAP STAMPED "WENGLER 167 V41 4p' � 1 O h J �� PACE 17. RECORDS OF C b� 3 —1 ! , � h 46 is o w Q FOUND AND REMOVED: It ' 2$, J ED 0.297 AC J 20' oo -Xnl V�q S! ' 0.307 AC 25 SURVEYS.PLASTIC PAGEAP 746PREG J 1 21 ffBUILDING / o .1 c\, i 40' J 1328 rBUILDING 10"IS'� SETBACK O / SETBACK !o Q SET: ON 1-11-2007. A . LINE J o b 3 6,� I LINE °i STAMPED "WENGLER PLS o -1 (�N?8 370 lip" -I � h � 51 1'�-'E r85.gg' �1 25' PAGE 11, RECORDS OF C ¢� 16 FT DRAINAGE EASEMENT v wI K�5565 1 i j ' SET. IN JUNf, .2007. A ; 1 ! ® +n J ( PER 7Hf5 PLAT. (SEE NOTE 5) STAMPED "WENGLER PLS W /I 34 2D 1 � v 25• J ' 1 � S'' 1 0.345 AC 113LI—ILOING 25 FENCELIKE, MAPPED PER 0.275 AC I 45' 1xx o0'15L ' ( 1317 J Cl p C 1 1 2D SETBACK ' PAGE 46, RECORDS OF 0'15 L LINE a, S 7837 , (RADIAL) RADIAL BEARING 20�>` -,- 25 �1 I �63�Oo W lq I C Q "� J ` 11309 MORNING COURT STREET i t J 20'I `3 W I J 0.314 AC J 0.254 AC If o J m I 1316 / ygti 0115 1313 �p ! 783). - ` / 9 1 N `' J 5, 4 hl 744]r.71 ds N �76 70p_ W r ' ' ` (Is If5.0p. .�7 V RP0103 4 1 ?.2 I 20"1 30 20' BUILDINGbb��16z �1 1 3O• ' 49 SETBACK/ �9 5 i �1 32 J I 1 ' LINE / ; Al grptP6�c �,a D CURL of ( ( 1 J 0.302 AC �a Ll N 6". 3 fg lE ?� oo CUMBER DELTA0 NG hl J 0.284 AC 5 i V i 1312 /y w C�k9339" E N 61R�OtP G6 1` C2 1533'53" I 1 20. 1 r� 6 C3 14'1831" 10+15' i 1 i l ` / �y��.N�'^ C4 50'5752' L o• '�� o Gh C5 153818" IV i 5 FT UTILITIES EASEMENT tri C6 1516'57" 10 FT DRAINAGE 4 3 PER THIS PLAT. �•S"— C7 741'04' EASEMENT PER ` � `P DETAIL C8 1418'37" 3 - - THIS FLAT. -- �Iy ray SCALE 1"=40' CO (SEE NOTE 5) 3�, ` C-) !y '>�,� C10 2175'21" aCj <r% C11 75 3121" i C12 2442'05" \ SEE DETAIL C73 50'49'16" C14 44'42'30" C134'05'08" CI6 35'02'33" C17 3274'25" C18 33'4524•' 1J LINE TAOLE C19 35'50'47" C;b NUMBER DIRECTION DISTANCE C20 15'07'05" \ ^ r� "o_ L 7 N 25'1621" W 30.00' C21 14.08'20" 5� C.1 (3 �4 - L2 N 25'16'22" W 73.03' C22 00'02'36" I ROOK DRL � L3 N 48'44'43" E 1.35' C23 74'56'06" SEE SHEET 3 FOR NOTES c� IIT �, _ AUDITORS CEr;T!r(SATE WL SURVEYOR'S CERTIFICATE �_. �11I�eI�'1� SUR ��• , r.\'GCS FILED FOR RECORD 71115 V0AY OF 2008 ^�Qa��S r; 4`o';d 1!iS MAP CORRF_CTl. i?CPiirSENTS A SURVEY MADE BY ME OR UNDER 703 AT H. IN BOOKOF PLATS AT PAGE MY DIRECTION !IJ CONFORA�r:�:r �4';TF1 THF REQUIREMENTS OF THE - PORT r A AT THE REOOF 1 OF WENGLER SURVEYING AND MAPPING CO. i f G� ! �'�p SURVEY RECORDING ACT AT THE (<tGUT:S!' OF GREEN CROW 1 I ^F.• A 215.304 iJ PROPERTIES, INC. IN APRIL, 2007. UN f AUDITOR — -. - /:'I 1 IAArF'Z wr-r.Irr�O p c :.nA I�. tiJ1N41 s x ti FOUNDATION PHASE COMPLIANCE REQUIRED INSPECTED APPROVED ❑ 1. Slab insulation R10 required ❑ a. Exterior b. Interior—from top of slab—24"vertically or horizontally—2" nailer allowed. ❑ 2. Radiant Slab Insulation R-10 required under entire slab. ❑ p 3. Thermal break(s)shall be placed in the slab between conditioned and unconditioned ❑ space checked below: a. dwelling/garage b. dwelling/connected space c. slab edge and foundation wall MECHANICAL AND PLUMBING PHASE ❑ 4. Exhaust ventilation shall be provided for each dwelling unit as follows: ❑ Location Minimum CFM Manufacturer CFM(A W.G.) Intermittent/Continuous * Kitchen Fan 100 CFM /25 CFM KenMore KFs2040 300 Bathroom fan 50 CFM/20 CFM NuTone QTN110E 110 Bathroom fan 50 CFM 120 CFM NuTone QTN710EL 110 Bathroom fan 50 CFM /20 CFM Narene ar utd 6L Laundry fan 50 CFM /20 CFM NuTone QTN110E 110 WHOLE HOUSE FAN — Continuous Operation 45 CFM (1 —3 bedrooms, <1500 SF) 60 CFM (2—4 bedrooms, <3,000 SF) 90 CFM (3—5 bedrooms, <4,500 SF) Whole house fan required in all new houses/dwelling units and all additions>500 square feet. Whole house fan must be ultra-quiet and must be labeled "Whole House Ventilation". [ 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. ❑ 3 - 9. Heating system requirements will be met with the following: ❑ Type of heat: ou Heat Pu` p /�L 6 Mfr. Fujitsu O K, mru Model#_Inside unit:AOUI2RLEC.Outside unH:AUURLF Ouq.12,0008TU Z /trots Fuel Type elegy. Efficiency rating(AFUE) HSPF12.2 ❑ 10. Supply and return air ducts shall have sealed joints and seams in unconditioned spaces. ❑ Tapes and mastics listed in accordance with UL181A or B—NO DUCT TAPE PERMITTED ❑ 11. HVAC plenums, supply, and return air ducts insulated to R-8. ❑ ❑ 12. Water heaters shall have: ❑ 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 ❑ 9' 14. Window specifications: ❑ Manufacturer U-Factor MilGard Style Line(opening windows) .30 MilGard Style Line(Picture windows) .28 9- 15. Skylight specifications—Maximum Ll-factor= .50 ❑ # of Skylights Manufacturer Area U-Factor ❑ 16. Windows and door air leakage measures shall be met as follows: ❑ a. Exterior joints sealed caulked, gasketed or weather stripped. ❑ 17. Insulation shall be placed in concealed places such as: ❑ a. Behind shower/tub b. Behind partition studs/comers ❑ 18. Standard air leakage is complete and installed in the following: ❑ a. Between sole plate/subfloor b. Wiring/plumbing/duct register penetrations c. Rim joists/mud sills(heated lower floors) d. Partition stud penetrations e. Around window/door frames INSULATION PHASE ❑ 19. Exterior slab insulation shall be R-10 and approved for below grade use. ❑ ❑ 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: eilings: Floors: lywood w/exterior gT OR Poly > 4 mil, OR Backed batts Walls: Poly>4 mil, OR Face-stapled backed batts, OR apor Retarder Paint (Not PV Ceilings: Not required where ventilation space> 12" above insulation. If less than 12": Face stapled backed batts, OR Poly> 4 Mil, OR Vapor Retarder Paint(Not PVA) FINAL PHASE ❑ 25. Envelop floors shall be insulated to R-30. ❑ ❑ 26. Ceilings with attic above shall be insulated to R-49. ❑ ❑ 27. Single rafter or joist vaulted ceilings shall be insulated to R-38. 0 ❑ 28. Door systems shall meet: ❑ o U-value= .20(Metal insulated or fiberglass insulated only(wood doors do not meet this u-value) Door No. 1: Codel Fiberglass Front Door.20 Door No. 2: _ One exempt door allowed, Door No. 3: ❑ 29. Fresh air shall be provided for each dwelling unit as follows, choose option: 0 ❑ Tested, screened, controllable, through wall port ve"V-ented window frames CI 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: 0 a. Each bedroom b. Each recreation room c. Overall living area d. Other"habitable" rooms ❑ 31. Exposed foam insulation shall comply as follows: 0 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 Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information 1309 rrior`ningEourt k I Dennis`Yakovich -INIMM Port AngelesxWA, � 360-460-2500 NEW 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 ., j All Climate Zones R-Value U-Factor Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9,k•' 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wallc,k 10/15/21 int+TB 0.042 Slab R-Value&Depth 10,2 ft n/a `Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses,as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: ❑1.Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 ❑ 1 b Efficient Building Envelope lb 1.0 ❑ 1C Efficient Building Envelope 1c 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 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 P� 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 http:/Iwww.energV.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.pdf Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information 1309 Morning Courtr Dennis YakovicliNNEW Port Angeles Wa 360-460-2500 ', , - -. �4 74gosawp . . Heating System Type: Q411 Other Systems *Heat Pump To see detailed instructions for each section.P your our cursor on the word"Instructions". Design Temperature Instructions >r -°- - -� Port Angeles =-�-� Design Temperature Difference(DT) 42 ! AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2,238 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 9.0 20,142 Glazing and Doors U-Factor X Area = UA Instructions 0.30 551 165.30 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions R 49 ' 0.026 906 23.56 r Single Rafter or JoistU-Factor X Area UA Instructions _ Vaulted Ceilings a+T �- - No Vaulted Ceilings in this project. ,aIIu� Above Grade Walls(see Figure i) U-Factor X Area UA Instructions R-21 Intermediate 0.056 2,Q86 116.82 Floors U-Factor X Area UA Instructions Rao y` _. 0.029 1;332 38.63 • Below Grade Walls(see Figure tl U-Factor X Area UA Instructions ` No Below Grade Walls in this proj( --- --- Slab Below Grade(see Figure i) _m F-Factor XLe� UA Instructions No Slab Below Grade in this project. It�Y4eO Slab on Grade(see Figure 11 F-Factor XLe� UA Instructions LNo Slab on Grade in this project. --- Location of Ducts InstructionsDuct Leakage Coefficient No Ducts w�� 1.00 Sum of UA 344.30 Envelope Heat Load 14,461 Btu/Hour Figure 1. Sum of UAX AT Air Leakage Heat Load 9,136 Btu/Hour _ VolumeX 0.6XATX.016 rrade tM Building Design Heat Load 23,597 Btu/Hour "Above G Air Leakage+Envelope Heat Loss Bdext AAR "0000,0500000 Building and Duct Heat Load 23,597 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 29,496 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) Window, Skylight and Door Schedule Project Information Contact Information 1309 Morning Court Dennis Yakovicli w r ;& Port Angeles WA, 98362 `° : ." 360-460-2500" Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) Imanuf lb.2bMM 13 10 16 s 20.0 4.00 Exempt Glazed Fenestration (15 sq. ft. max.) " 0.0 0.00 m Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Mffdi'rbStyline Window PIC Manuf O'ZOM 9 3 ° 6't`w 0. 162.01 45.36 Milia-rdfStiline Window SH Manuf OT30YA 7 3 °i 6 ° 1.26.0 37.80 Mil afdrS yline Window PIC v « Manuf 0. 69A 2 4, _§ ° 4 ° 32.0 8.96 Mil and Styline Wind6WSHM Manuf 0.30 1- 251 W 4 ° 8.0 2.40 Mil and Styline WindowSHIMi _ Manuf 0.30 ' 1 2 4 ° 1 10.0 3.00 Mil and Styline Window PIG. "'" , Manuf 0.28 1 3M j !X,,;, 6 23.8 6.65 Mil and S line Window SH ,,� Manuf 0.30 4 i-19 N 5 ° . 60.0 18.00 Mil and,Styline Window PIC' . °..a Manuf, 0'28 2 3 ° 5 `� ° 30.0 8.40 Mil�ard SGD Manuf Oi28' 2 6 °` ` 6 s 80.0 22.40 . 1 0.01 0.00 0.0 0.00 ;. 0.0 0.00 0.0 0.00 0.0 0.00 � NEI 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 �s - a am 5L 0.0 0.00 _ ~ 1: WORK, 0.0 0.00 0.0 0.00 � 0.0 0.00 0.0 0.00 p 0.0 0.00 -. 0.0 0.00 1K 0.0 0.00 p0.0 0.00 ~ fi 0.0 0.00 0.0 0.00 }Y,t 0.0 0.00 0.01 0.00 0.0 0.00 Y rt x 0.0 0.00 r �. _ l A.. 0.0 0.00 I Mimi v;4 „sem 0.0 0.00 Nxraw w-i > -C 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 a 'WIMP� 0.0 0.00 K 3 _ 0.0 0.00 0.01 0.00 Sum of Vertical Fenestration Area and UA 1 531.81 152.97 Vertical Fenestration Area Weighted U= UA/Area 0.29 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet inch Feet inch Area UA " 0.01 0.00 0.0 0.00 Z 0.0 0.00 0.0 0.00 MINE., 0.0 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 551.81 156.97 page Project: x Charles D Smith Location: YAKOVICH 6. MASTER BATH Uniformly Loaded Floor Beam or [2012 International Building Code(2012 NDS)] •� _...nom 3.5 IN x 7.25 IN x 5.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 9/8/2016 6:15:11 AM Section Adequate By:66.9% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN L/1677 Dead Load 0.02 in Total Load 0.05 IN L/1205 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 935 Ib 935 Ib Dead Load 366 Ib 366 Ib Total Load 1301 Ib 1301 Ib Bearing Length 0.59 in 0.59 in BEAM DATA Center Span Length 5.5 ft Unbraced Length-Top 1.33 ftA -- 55ft B Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch Base Values Adjusted Side 1 Side 2 Bending Stress: Fb= 900 psi Fb'= 1168 psi Floor Live Load FLL= 40 psf 40 psf Floor Dead Load FDL= 15 psf 15 psf Shear Stress: Fv= 180 Cd=1.00 C18CF= Floor Tributary Width FTW= 3.8 ft 4.8 ft 0 psi Fv' 180 psi= Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc--L'= 625 psi BEAM LOADING Beam Total Live Load: wL= 340 plf Controlling Moment: 1789 ft-Ib Beam Total Dead Load: wD= 128 plf 2.75 ft from left support Beam Self Weight: BSW= 6 plf Created by combining all dead and live loads. Total Maximum Load: wT= 473 plf Controlling Shear: 1301 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Rep'd Provided Section Modulus: 18.37 in3 30.66 in3 Area(Shear): 10.84 in2 25.38 int Moment of Inertia(deflection): 23.86 in4 111.15 in4 Moment: 1789 ft-Ib 2984 ft-Ib Shear: 1301 Ib 3045 Ib NOTES -813 7,p p+, lu I °0 132.291 I I _ WATER 1 I I LOT 32 � � ` � _�- METER 0284 AC _ ` W POWEF PHONE O. CABLE � � 1 Ln -St 1 I I / DECK I g/r � S��R F I CONNEC 1.1 I ROOF Di 20 -p FFF ===_=__ =___=-- / -- TO STOP 5SETSACI$ IF II II II i . I25'-000VERED ° iI ii fI i l 1 1 I SETBACK �i �� I I I li 1 j I HOUSE I I �'----_J4 i PORCH I ! i 10'-0" DRAINAGE 1EA5EMENT . I I 'L-if- - CxARACzE 20' 20' IAS ALT I I II CON . APRON DRI WAY 1 II I I I II co N 81021'46" W 13433' — — 5 u11LITY r} Lj- BE4,9 A R C H I C T S nf 319 s.peabody, suite b;port angeles,wa 98362 360.452.6116/fax 360.452.7064 Protect: A1C f Project No. Subiec 1. ?AL. By Date: Sheet . of dl 4�I a ev —4cv 1 ». lb ,. i FILE I a .. PIz LZMBERA A R C H I - C T S_ 319 S.Peabody,Suite P.,Port Angeles,OVA 98362 360.452.6116/fax 360.452.7064 contac"indarch-.com/www.UndarelLcom Project:ProJ y ��, ���� � Project No. ,� ��� � �'iQ Subject: "�. I,- Da �.�• 'so Shet of SHEAR WALL SUMMARY VJ H F V V/L SW VH-WI,i2 POST HOLD DO WIN �=L Oar. ° VOID 4� J4 ►r7 !&a 10 i a'' 1M I , r � • 158 2 ` :3 SV iar X06.3 16 ) 2- d-5 —� 3� pow 2— 21, & 60TO Wit„ 141 a I/AUOFrF&-ff M OIFOIt eSl WAL dw /Q6LI77 Pow w �5ie +ML f tom' 3►t �' 1llMP-i,.e4V I'»-7.,TG 2.0 7-r7 -- O V. n) 31, �, u, Sl m p66,10 rY71- w6i L .� 46Slm�S�r� S-S'�5 2b CL ,� � b �b I; M.eEDRoaM � Z CLKPRXM 02 ;I to WbwLN �CROdKN BATNr--------------------------- 00 II II II II II I , S � I � II I I I ! PIN II STAIRS FAMILY OEM i li ROOF } IIENTRY SELOW � II xxo II 0 - ti _� lowI I §z ' II waL,c. � --------------------- ROOF ul INI I I Ifil II I I Inl i I IIII L—__ lei L_r 5Y'tt 1�s I,�PPER FLOOR fi�L,41�1 mcat_et� v4,. , t,_o" tvoterN j R• G - �` J � `� \ `�^ ^I'V..,s ✓' a r� ,/ .. r � .i✓—� ✓�..i d >V —> � ._.�_ �_ =�. '-'tom. <_ .r.�<< Fes .._ �-��✓/-._: ~�- 'r _'�., -_ ��_^ ,� -_`�- 9. MAXIMUM SHEAR = 770 P.L.F. USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH lOd NAILS AT 2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS, PROVIDE 5/5" DIAMETER ANCHOR BOLTS AT IS" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 10. MAXIMUM SHEAR = 510 P.L.F. USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH Sd NAILS AT 3 1/2" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 20" O.G. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. I1. MAXIMUM SHEAR = 980 P.L.F. USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH ad NAILS AT 3" O.C. STAGGERED, FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 15" O.G. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 12. MAXIMUM SHEAR = 1,200 P.L.F. USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH IOd NAILS AT 3" O.C. STAGGERED. FOR FRAMING, USE 3X DF NO.2, DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 13. MAXIMUM SHEAR = 1,540 P.L.F. USE 1/2" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH IOd NAILS AT 2" O.G. STAGGERED. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 11" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 14, MAXIMUM SHEAR = 1,140 P.L.F. USE 5/5" SHEATING - BOTH SIDES OF WALL. NAIL ALL EDGES WITH l0d NAILS AT 2" O.G. STAGGERED. FOR FRAMING, USE 3X DF NO2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS ATB" O.G. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 12. 22„ 0 12 PROVIDE IOd X 2 1/2" NAILS AT 6" O.G. STAGGERED DOUBLE 2 X 6 STUDS �p FOR 3" POSTS SIDE VIEW FACE VIEW [DOUBLE5TUD5 ROOF ED(:,E NAILING _77 WALT_ FnGF NAII.INC - AT TRUSS PLYWOOD) SHFATHINC -- SFE SHEAR WAR. ;CHF DH1 F - ----- -- ----- --- - - T H U 5 WAIL_ FOGF NAIL INC -- AT TRUSS WAI.I_ ED(-',F NAZI INC - ---` TO -TOP PI..ATF.. DBI. 2x6 TOP PI A TF W A L" E E I ";CAI.. F.." DI VWn D,-)r)(- CUl A FUlnl/` COANAC DC-f1A/F[7Nj -Il.>I DOUBLE TOP n� PLATE � O V °i SIMPSON MSTA36 - O STRAP FORM STUDS n ABOVE BEAM TO --- BELOW ° n —DOOR HEADER --- CONTINUOUS FORM n� SIDE WALL T-0 SIDE WALL. VERIFY SEE FRAMING PLAN n� O V AT EDGE OF DOOR END OF DOOR OR WINDOW CENTER WALL SUPPORT W W E A R W A L L W> I_-� f___W W k. I �__.--- page Project: - Charles D Smith Location:YAKOVICH 1.GARAGE DOOR / Roof Beam of [2012 International Building Code(2012 NDS)] 5.5 IN x 13.5 IN x 16.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/8/2016 6:05:50 AM Section Adequate By:68.7% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN U622 Dead Load 0.21 in Total Load 0.52 IN L/372 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 3400 Ib 3400 Ib Dead Load 2279 Ib 2279 Ib Total Load 5679 Ib 5679 Ib Bearing Length 1.59 in 1.59 in BEAM DATA Span Length 16 ft r s. Unbraced Length-Top 2 ft -A— ---Asn----- ----- B 16- Unbraced Length-Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES ROOF LOADING 24F-V4-Visually Graded Western Species Side One:Roof Live Load: LL= 25 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 2400 psi Controlled by: Tributary Width: TW= 2 ft Fb_cmpr= 1850 psi Fb'= 2752 psi Side Two: Cd=1.15 CI=1.00 Roof Live Load: LL= 25 psf '^Shear Stress: Fv=1.15 265 psi Fv'= 305 psi Roof Dead Load: DL= 15 psf Tributary Width: TW= 15 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp.1 to Grain: Fc- = 650 psi Fc--L'= 650 psi Wall Load: WALL= 0 Controlling Moment: 22716 ft-Ib plf 8.0 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 16 ft Controlling Shear: 5679 Ib Beam Self Weight: BSW= 16 plf At support. Beam Uniform Live Load: wL= 425 plf Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 285 plf Total Uniform Load: wT= 710 plf Comparisons with required sections: Read Provided Section Modulus: 99.04 in3 167.06 in3 Area(Shear): 27.95 in2 74.25 int Moment of Inertia(deflection): 545.11 in4 1127.67 in4 Moment: 22716 ft-Ib 38317 ft-Ib Shear: 5679 lb 15085 Ib NOTES page Project: `xv Charles D Smith Location:YAKOVICH 2. ENTRY Roof Beam a ' of [2012 International Building Code(2012 NDS)] -" 3.5 IN x 7.25 IN x 6.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 9/8/2016 6:07:19 AM Section Adequate By:231.2% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN L/3194 Dead Load 0.02 in Total Load 0.04 IN L/1910 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 REACTIONS A B Live Load 413 Ib 413 Ib Dead Load 277 Ib 277 Ib Total Load 690 Ib 690 Ib Bearing Length 0.32 in 0.32 in BEAM DATA Span Length 6 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.15 MATERIAL PROPERTIES ROOF LOADING Side One: #2-Douglas-Fir-Larch Roof Live Load: LL= 25 psf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1341 psi Roof Dead Load: DL= 15 psf Cd=1.15 C1=1.00 CF=1.30 Tributary Width: TW= 2 ft rShear Stress: Fv= 180 psi Fv'= 207 psi Side Two: Roof Live Load: LL= 25 psf R Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Tributary Width: TW= 3.5 ft Comp.-L to Grain: Fc-1= 625 psi Fc-1'= 625 psi Controlling Moment: 1035 ft-Ib Wall Load: WALL= 0 3.0 ft from left support plf Created by combining all dead and live loads. SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Shear: -690 Ib Adjusted Beam Length: Ladj= 6 ft At support. Beam Self Weight: BSW= 6 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 138 plf Beam Uniform Dead Load: wD_adj= 92 plf Comparisons with required sections: Read Provided Total Uniform Load: wT= 230 plf Section Modulus: 9.26 in3 30.66 in3 Area(Shear): 5 in2 25.38 in2 Moment of Inertia(deflection): 10.48 in4 111.15 in4 Moment: 1035 ft-Ib 3428 ft-Ib Shear: -690 to 3502 lb NOTES Project: page — Charles D Smith Location:YAKOVICH 3. DINING ROOM FLOOR / Uniformly Loaded Floor Beam "� .. [2012 International Building Code(2012 NDS)] of 3.125 IN x 10.5 IN x 13.75 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/8/2016 6:09:36 AM Section Adequate By: 10.5% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.41 IN U398 Dead Load 0.17 in Total Load 0.58 IN 0284 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 1925 Ib 1925 Ib Dead Load 771 Ib 771 Ib Total Load 2696 Ib 2696 Ib Bearing Length 1.33 in 1.33 in BEAM DATA Center Span Length 13.75 ft — -- m Unbraced Length-Top 1.33 ftA=— ----------- 13.75n B Floor Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.17 Notch Depth 0.00 FLOOR LOADING MATERIAL PROPERTIES Side 1 Side 2 24F-V4-Visually Graded Western Species Floor Live Load FILL= 40 psf 40 psfFloor Dead Load FDL= 15 psf 15 psf Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Floor Tributary Width FTW= 0 ft 7 ft f Fb cmpr= 1850 psi Fb'= 2390 psi Wall Load WALL= 0 plf Cd=1.00 Cl=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi BEAM LOADING Cd=1.00 Beam Total Live Load: wL= 280 plf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Beam Total Dead Load: wD= 105 plf Comp.1 to Grain: Fc- 1 = 650 psi Fc-1'= 650 psi Beam Self Weight: BSW= 7 plf Total Maximum Load: wT= 392 plf Controlling Moment: 9267 ft-Ib 6.875 ft from left support Created by combining all dead and live loads. Controlling Shear: -2696 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 46.52 in3 57.42 in3 Area(Shear): 15.26 in2 32.81 in2 Moment of Inertia(deflection): 272.92 in4 301.46 in4 Moment: 9267 ft-Ib 11439 ft-Ib Shear: -2696 lb 5797 lb NOTES page Project: f -4CharIes D Smith Location:YAKOVICH 4. LIVING ROOM Combination Roof And Floor Beam of (2012 International Building Code(2012 NDS)] 3.125 IN x 7.5 IN x 10.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 9/8/2016 6:11:29 AM Section Adequate By:46.8% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.12 IN U1036 Dead Load 0.22 in Total Load 0.34 IN L/352 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 509 Ib 509 Ib Dead Load 988 Ib 988 Ib Total Load 1497 Ib 1497 Ib Bearing Length 0.74 in 0.74 in BEAM DATA Center Span Length 10 ft Unbraced Length-Top 10 ft Roof Pitch 4 :12 B Floor Duration Factor 1.00 Roof Duration Factor 1.15 Camber Adj. Factor 1 ROOF LOADING Camber Required 0.22 Side 1 Side 2 Notch Depth 0.00 Roof Live Load RLL= 25 psf 25 psf MATERIAL PROPERTIES Roof Dead Load RDL= 15 psf 15 psf = 24F-V4-Visually Graded Western Species Roof Tributary Width RTW 1 ft 2 ft r Base Values Adjusted FLOOR LOADING T Bending Stress: Fb= 2400 psi Controlled by: Side 1 Side 2 R Fb_cmpr= 1850 psi Fb'= 2672 psi 265 psi Fv' 305 psi Floor Live Load FILL= 40 psf 40 psf Shear Stress: Fv= 265 Cd=1.15 CI= Floor Dead Load FDL= 15 psf 15 psf = Cd=1.15 Floor Tributary Width FTW= 0.7 ft 0 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Wall Load WALL= 135 plf Comp.-L to Grain: Fc- 1 = 650 psi Fc-1'= 650 psi BEAM LOADING Controlling Moment: 3742 ft-Ib Roof Uniform Live Load: wL-roof= 75 plf 5.0 ft from left support Roof Uniform Dead Load: wD-roof= 47 plf Created by combining all dead and live loads. Floor Uniform Live Load: wL-floor= 27 plf Controlling Shear: -1497 Ib Floor Uniform Dead Load: wD-floor= 10 plf At support. Beam Self Weight: BSW= 5 plf Created by combining all dead and live loads. Combined Uniform Live Load: wL= 102 plf Combined Uniform Dead Load: wD= 198 plf Comparisons with required sections: Reo'd Provided Combined Uniform Total Load: wT= 299 plf Section Modulus: 16.81 in3 29.3 in3 Controlling Total Design Load: wT-cont= 299 plf Area(Shear): 7.37 in2 23.44 in2 Moment of Inertia(deflection): 74.83 in4 109.86 in4 Moment: 3742 ft-Ib 6523 ft-Ib Shear: -1497 Ib 4762 Ib NOTES page _ Project: Charles D Smith Location: YAKOVICH 5. DECK / Uniformly Loaded Floor Beam or [2012 International Building Code(2012 NDS)] 5.5 INx11.5INx16.OFT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 9/8/2016 6:12:57 AM Section Adequate By: 18.1% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.26 IN U738 Dead Load 0.12 in Total Load 0.38 IN L/505 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 1280 Ib 1280 Ib Dead Load 590 Ib 590 Ib Total Load 1870 Ib 1870 Ib Bearing Length 0.54 in 0.54 in BEAM DATA Center Span Length 16 ft Unbraced Length-Top 1.33 ft A —16 ft -- — Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch Base Values Adjusted Side 1 Side 2 Bending Stress: Fb= 875 psi Fb'= 874 psi Floor Live Load FLL= 40 psf 40 psf Floor Dead Load FDL= 15 psf 15 psf Shear Stress: Fv= 170 Cd=1.00 C17CF= Floor Tributary Width FTW= 0 ft 4 ft 0 psi Fv'= 170 psi= Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi * Comp.1 to Grain: Fc-l= 625 psi Fc-1'= 625 psi BEAM LOADING Beam Total Live Load: wL= 160 plf Controlling Moment: 7479 ft-Ib Beam Total Dead Load: wD= 60 plf 8.0 ft from left support Beam Self Weight: BSW= 14 plf Created by combining all dead and live loads. Total Maximum Load: wT= 234 plf Controlling Shear: 1870 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 102.67 in3 121.23 in3 Area(Shear): 16.5 int 63.25 int Moment of Inertia(deflection): 340.23 in4 697.07 in4 Moment: 7479 ft-Ib 8831 ft-Ib Shear: 1870 Ib 7168 lb NOTES