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HomeMy WebLinkAbout1048 Olympus Avenue Address: 1048 Olympus Avenue PREPARED 1/23/17, 10:31:12 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 1/23/17 ------------------------------------------------------------------------------------------------ ADDRESS : 1048 OLYMPUS AVE SUBDIV: CONTRACTOR EXTREME BUILDERS INC PHONE (360) 417-0679 OWNER LEVITAN MARGARET J PHONE PARCEL 06-30-14-5-4-0200-0000- APPL NUMBER: 15-00001525 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 2/23/16 PB BLDG FOUNDATION FOOTING 2/24/16 AP February 23, 2016 9:08:27 AM jlierly. 460-8319 February 24, 2016 9:14:20 AM pbarthol. house was moved from what site plan showed. house moved back to have a 251 rear property line setback. both side yards have over 8' setback. pb BLFW O1 2/26/16 JLL BLDG FOUND FTG/STEM WALL 2/26/16 AP February 26, 2016 9:13:32 AM jlierly. collin 461-5461 February 26, 2016 4:23:38 PM jlierly. BFF O1 3/07/16 JLL BLDG FLOOR FRAMING 3/09/16 AP March 7, 2016 9:48:19 AM jlierly. 460-4118 March 9, 2016 8:52:19 AM jlierly. BEXS O1 4/14/16 JLL BLDG EXTERIOR SHEETING 4/14/16 AP April 14, 2016 9:55:11 AM jlierly. 460-1525 April 14, 2016 4:13:57 PM jlierly. BAIR O1 5/12/16 JLL BLDG AIR SEAL 5/12/16 AP May 12, 2016 1:36:39 PM jlierly. May 12, 2016 4:39:13 PM jlierly. BL3 01 5/12/16 JLL BLDG FRAMING 5/12/16 AP May 12, 2016 1:37:01 PM jlierly. May 12, 2016 4:39:13 PM jlierly. BLI O1 5/17/16 JLL BLDG INSULATION 5/17/16 AP May 17, 2016 9:47:34 AM jlierly. 460-4118 May 17, 2016 4:25:59 PM jlierly. DRW O1 5/18/16 JLL BLDG DRYWELL 5/18/16 AP May 18, 2016 4:34:25 PM jlierly. May 18, 2016 4:34:59 PM jlierly. DSD O1 5/18/16 JLL BLDG DOWN SPOUT DRAINS 5/18/16 AP May 18, 2016 4:34:40 PM jlierly. May 18, 2016 4:35:08 PM jlierly. BL99 01 10/31/16 PB BLDG FINAL 11/01/16 DA October 31, 2016 11:04:23 AM pbarthol. Margarette 683-0986 461-9455 . November 1, 2016 10:15:16 AM pbarthol. Needs energy sheet posted by breaker box. needs soil amendments. BL99 02 1/23/17 L BLDG FINAL January 23, 2017 8:11:43 AM jlierly. Margret 683-0986 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 10/31/16, 11:10:45 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 10/31/16 ---------------------------------------------------------------------------------------- ADDRESS . : 1048 OLYMPUS AVE SUBDIV: CONTRACTOR EXTREME BUILDERS INC PHONE (360) 417-0679 OWNER LEVITAN MARGARET J PHONE . PARCEL 06-30-14-5-4-0200-0000- APPL NUMBER: 15-00001525 RES NEW SFR ----------------— REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------——-------—------------—------------—-——-—------------------ ------ ME5 01 5/12/16 JLL MECHANICAL DUCTS 5/12/16 AP May 12, 2016 1:37:17 PM jlierly. - May 12, 2016 4:39:13 PM jlierly. - ME99 01 10 /16 JL MECHANICAL FINAL October 31, 2016 11:04:58 AM pbarthol. ----------------------------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------- -------------- PL2 01 4/14/16 JLL PLUMBING ROUGH-IN - 4/14/16 AP April 14, 2016 9:55:35 AM jlierly. PL99 01 ; April 14, 2016 4:13:57 PM jlierly. PL99 O1 1 1 16 J�j,L PLUMBING FINAL October 31, 2016 11:05:06 AM pbarthol. ---------- --------------------------- COMMENTS AND NOTES ------- -fl(1 .lLr./�lJ,r/1C6�'i CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . 15-00001525 Date 12/17/15 Application in number 784225 PP P Property Address . . . . . . 1048 OLYMPUS AVE ASSESSOR PARCEL NUMBER: 06-30-14-5-4-0200-0000- OnROPRT SALES O tate excise TAX fOrf71 Application type description RES NEW SFR Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY N Application valuation . . . . 203624 (Location Code 0502) S -----Application------------desc----------------------------------------------------------- 1922 sf 2bed 2bath single story SFR - -------------------------------------------------------------------------- Owner Contractor LEVITAN MARGARET J EXTREME BUILDERS INC 59 TERRITORY RD 50 PERCY LN SEQUIM WA 98382 SEQUIM WA 98382 (360) 417-0679 ---------------------------------------------------------------------------- Permit ------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1 STORY 2BED 2BATH SFR Permit Fee . . . . 1602.65 Plan Check Fee 1041.72 Issue Date . . . . 12/17/15 Valuation . . . . 203624 Expiration Date 6/14/16 Qty Unit Charge Per Extension BASE FEE 1020.25 104.005.6000 THOU BL-100,001-500K (5.60 PER K) 582.40 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 107.85 Plan Check Fee .00 �. Issue Date . . . . 12/17/15 Valuation . . . . 0 Expiration Date 6/14/16 �\ Qty Unit Charge Per Extension BASE FEE 50.00 O 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-HOOD/DUCT-MECH EXHAUST 10.65 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 -------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc SFR PLUMBING Permit Fee . . . . 163.00 Plan Check Fee .00 Issue Date . . . . 12/17/15 Valuation . . . . 0 Expiration Date . . 6/14/16 Qty Unit Charge Per Extension BASE FEE 50.00 9.00 7.0000 EA PL-PLUMBING TRAP 63.00 1.00 7.0000 EA PL-WATER LINE 7.00 3.00 7.0000 EA PL-DRAIN VENT PIPING 21.00 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 is not commenced within.180 days,if construction or work is suspended or abandoned \j) for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the (d 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. 1 Date Print Name Signature of Contractor or Authorized Agent Signat a of Owner(if wner 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 w 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: r Joists/Girders%Under Floor . Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor-/Ceiling MECHANICAL: Heat Pum /Furnace-/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footin /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 2 Application Number . . . . . 15-00001525 Date 12/17/15 Application pin number 784225 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) December 7, 2015 2:28:47 PM tamiot. ELECTRICAL PERMIT IS REQUIRED. OVERHEAD OR UNDERGROUND ELECTRICAL SERVICE TO EXISTING POLE ON NORTH EDGE OF PROPERTY. 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. December 16, 2015 9:15:16 AM pbarthol. Project will result in 1922sf single story 2bed 2bath SFR. Lot coverage 18.44V Site coverage 26.8% 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 i All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 366 417-4831. 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 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar.. INSULATION:-_._. _.. Slab Wall./Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rou h=1n 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 DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 15-00001525 Date 12/17/15 -Application pinnumber . . . 784225 -- - - - - - - - - ------------------------------------------ REPORT SALES TAX Special Notes and Comments on your state excise tax form meter is responsible to adjust water meter depth so that there is a minimum of 4 to 6 inches of clearance between the to the City of Port Angeles bottom of the meter box lid and the top of the meter at (LocationCode 0502) 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 OVERHEAD SERVICE FEE 440.00 SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ------------------------------- -------------------------------------------- Fee summary Charged. Paid Credited Due ----------------- ---------- ---------- ---------- ---------- t. Permit Fee Total 1873.50 1873.50 .00 .00 Plan Check Total 1041.72 1041.72 .00 .00 Other Fee Total 4964.50 4964.50 .00 .00 Grand Total 7879.72 7879.72 .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 is not commenced within.ISO 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 Pum /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 L THE llD!T' N.GELE_ ., For City Use CITY OF _ Permit# / /��S W A S H I N G T O N , U. S. Date a e ReC iV e ed: -/ 321 E 51h Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits0ci1yofpa.us BUILDING PERMIT APPLICATION Project Address: /P JK9 OLYOP4S fW9• PL)R-r LOO .g886a- _ Phone: 366693' 09S6 Prima Contact: i�1�G-�1�Z� �U i � Email: MS 1-e V t'r�l Q ab iYl�t �Ilfl Name _ / „ , 'i A� Phon Property Mail' Address ��1 1` Email Owner City S lU t M State fl zip of 938 Q, Name ,Ti i E7 E� <ME Phone Contractor Address NG vP � S dY�►FGt s50 C .0 l Information city Sui m 3 State Zi P Contractor License# Ex Date: X�'R� o o c7 e. 1' P (o - l l— � /7 Le al Description: Zoning: Tax Parcel # Project Value: (materials and labor) 1 ai des. a�ocKa O 6 3 0! 6;f6 aon Residential ® 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 0 Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 17 No �, Existing? Yes 0 Nola o� In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaterCa)cityo fpa.us Project Description P6unu -- � 9 ZZs� �i� � �3�� o�'✓�f Is project in a Flood Zone: Yes ❑ Noff 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. Date g— Print Name Signa ur 3. Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry 1 `� 3 sr Deck(over 30" or z" floor) Garage -66 xaa 6 Sir Carport rv-A Other(describe) Area Totals 5 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 y y3� all structures s ft I Vs q Y -A .feoTQ Ca Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) a� :2Lo,�i) 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: /a Cw 7-01 w1 qo d 3oHtl Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/ ood-burning Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas'Piping #of Outlets: Ventilation Fan,single duct # j7 Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 7'o►i yn''��u"C'' Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # % Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit4-17-13.docx LOT 51ZE q,430 5Q.FT. iv 5.83:,a FT 'WNGREiE .: D,RfVEV4AY. AND-.511:lP1 k 25' 1 i PLOT PLAN 5GALE 1"=20' HOUSE FOOT PRINT=20.625%OF LOT GONGRETE AREA=6.2% Prescriptive Energy Code Compliance for All Climate Zones in Washington /]4 Project Information Contact Information / r 17 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. c Authorized Representative <1t� � _ Date All Climate Zones R-Value' U-Factora Fenestration U-Factorb n/a 0.30 Skylight Ll-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wall9"" 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall°,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: Pr1.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. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ 1 b Efficient Building Envelope 1 b 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 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 Ego 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http//www.enersywsu.edu/Documents/2012%20Res%20Energypdf/www.energy.wsu.edu/Documents/2012%20Res%20Energy.pdf lb Table R402.1.1 Footnotes For SI: 1 foot.=304.8 mm,ci.=continuous insulation, int.= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception:Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation,second is continuous insulation or insulated siding,so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior, continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. A f AM Aw Load Short Form Date: HEAT//VG CO. Entire House By: INDOOR AIR EXPECTS Air Flo Heating Co 221 West Cedar Street,Sequim,WA98382 Phone:360.683.3901 Fax:360.683.3971 Web:www.airfloheating.com For: Levitan (Extreme) 'De:sig I io • Htg Clg Infiltration Outside db (°F) 23 76 Method Simplified Inside db(°F) 70 75 Construction quality Average Design TD (°F) 47 1 Fireplaces 1 (Loose) Daily range - M Inside humidity (%) 30 50 Moisture difference(gr/Ib) 19 15 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 0 HSPF Efficiency 0 SEER Heating input Sensible cooling 0 Btuh Heating output 0 Btuh @ 47°F Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.104 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.90 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Whole house 1233 19854 7667 800 800 Entire House 1233 19854 7667 800 800 Other equip loads 0 0 Equip. @ 0.81 RSM 6210 Latent cooling 852 TOTALS 1233 19854 7063 800 800 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft' 2015-Dec-0316:40:59 .,� 9 Right-Suite®Universal 2015 15.0.03 RSU02757 Page 1 RCCA S:\Company\Wrightsoft HVAC\Project\Default 1.rup Calc=MJ8 Front Door faces: N '? This combination qualifies for a Federal Energy ® ° Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2014. Certificate of Product Ratings AHRI Certified Reference Number: 5020725 Date: 12/4/2015 Product: Split System: Heat Pump with Remote Outdoor Unit-Air-Source Outdoor Unit Model Number: 4TWR5024G1 Indoor Unit Model Number: *AM7AOB3OH21 Manufacturer: TRANE Trade/Brand name: TRANE Series name: XR15 WEATHERTRON Manufacturer responsible for the rating of this system combination is TRANE Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 24000 EER Rating (Cooling): 12.50 SEER Rating (Cooling): 15.00 Heating Capacity(Btuh) @ 47 F: 22600 Region IV HSPF Rating (Heating): 9.00 Heating Capacity(Btuh) @ 17 F: 13400 Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. 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I __.........._._._._...._._......._._.._____________...._............__._._...._....._.. ©2014 Air-Conditioning, Heating,and Refrigeration Institute ; CERTIFICATE NO.: 130937186912382072 i OC*lov i1-UC _QViM �:+'C `=+cls . ��,?tj+ — : : r. _ tl _ w s . r - S AriX `� f t P jbt �.._...... - - , Ot D - i "-_-•----Y - .--fit,». _.._� --.-'-" + -- 2/.. �.._.._ 3J— _�___.__-._ f. e� e - MSX r I r r p 1 `T_-•--'_"-._...._-' _•__- ._..- .-..'. _. ._'.-_..... .... -' - ___-._.... _�. _.__._.._..__. _. . 1 ..-...._. _.._._ -'_-- - - ..___.. _ 1. .._. r ,--..__- _..._. y .__. _. .-« _- ._ . y1 � r a MeoaWind Pro v2 . 2 0 6 0 8 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 10/15/2015 Project No. 15319 Company Name ZENOVIC & ASSOCIATES Designed By MRS Address 301 EAST 6TH STREET, SUITE 1 Description PARTIAL LATERAL DESIGN ON SFR City PORT ANGELES Customer Name LEVITAN State WA Proj Location OLYMPUS AVE, PORT ANGELES, WA File Location: C:\Users\MADDIE\AppData\Roaming\Mecawind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = II Exposure Category = C Natural Frequency. = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 9 : 12 Slope of Roof(Theta) = 36.87 Deg h: Mean Roof Ht = 14.37 ft Type of Roof = GABLED RHt: Ridge Ht = 19.75 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.33 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 8.00 ft Bldg Width Across Ridge= 26.00 ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASG Design, with a Load Factor of .6 See Fri;27.6-2 for Parapet wind Roof Pressures ��ssures See Table 27.6-2 Mean roof ht. Ph Wind Wall Presswes - See TOW 27.61 h Plan Fo Ik Its 2 GJ WSt6 b ♦� Gabled Roof Roof edge pressure ftorn tabte Zones I or 3 as applicable p, or p3 Wind Direction poo MWFRS Pressures for Wind Normal to 8 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 3.25 h: Height to top of Windward Wall = 9.00 ft ph: Net Pressure at top of wall (windward + leeward) = 18.36 psf p0: Net Pressure at bottom of wall (windward + leeward) = 18.36 psf ps: Side wall pressure acting away from wall = .64 * ph = -11.75 psf pl: Leeward wall pressure acting away from wall = .27 * ph = -4.96 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.40 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.40 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 14.374 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 36.87 Deg Zone Load Casel Load Case2 Psf Psf 1 -6.01 9.72 2 -12.90 -6.18 3 -19.86 .00 4 -17.70 .00 5 -14.52 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -4.51 psf Povh3: Overhang pressure for zone 3 = -14.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 7.29 psf Povh3: Overhang pressure for zone 3 = .00 psf MWFRS Pressures for Wind Normal to 26 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in wind Dir / Bldg Dim Normal to wind Dir = 0.31 h: Height to top of Windward wall = 19.75 ft ph: Net Pressure at top of wall (windward + leeward) = 21.98 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.69 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.87 psf p1: Leeward wall pressure acting away from wall = .38 * ph = -8.35 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.63 psf pw0: Windward wall press @ .bot acting toward wall = p0-pl = 13.34 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 14.374 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 36.87 Deg Zone Load Casel Load Case2 psf psf 1 -6.01 9.72 2 -12.90 -6.18 3 -19.86 .00 4 -17.70 .00 5 -14.52 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -4.51 psf Povh3: Overhang pressure for zone 3 = -14.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 7.29 psf Povh3: Overhang pressure for zone 3 = .00 psf I T 1- - -- _ 15 — -1 ------ U7N ECSi!�— - --- ' 4� - - , r t gip _ Y t dh'Q ' j �J _- �._ -- _ r ENS r i I ------- J.Ml d4-76_ - - - 1 _..-• fib=500` - --- _ - Xc 4- } � L -- S E- - r { �. s f MecaWind Pro v202a6a8 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 10/15/2015 Project No. 15319 Company Name ZENOVIC & ASSOCIATES Designed By MRS Address 301 EAST 6TH STREET, SUITE 1 Description PARTIAL LATERAL DESIGN ON SFR City PORT ANGELES Customer Name LEVITAN State WA Proj Location OLYMPUS AVE, PORT ANGELES, WA File Location: C:\Users\MADDIE\AppData\Roaming\Mecawind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = II Exposure Category = C Natural Frequency. = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 BM = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 9 : 12 Slope of Roof(Theta) = 36.87 Deg h: Mean Roof Ht = 14.37 ft Type of Roof = GABLED RHt: Ridge Ht = 19.75 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.33 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 8.00 ft Bldg Width Across Ridge= 26.00 ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 See Fig 27,6-2 for Parapet wind Roof Pre res pressures See Table 27.6-2 Mean roof ht. P" 8 Wall Pressures W ind See Talkie 27.6=1 h � Plan Po l I Elution 1 Gabled Roof n • Roof edge premm ftm tabte Zowz I of 3 as applicable Pi Of Pf Wind DimctionT T T Pfth .��...�► MWFRS Pressures for Wind Normal to 8 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 3.25 h: Height to top of Windward Wall = 9.00 ft ph: Net Pressure at top of wall (windward + leeward) = 18.36 psf p0: Net Pressure at bottom of wall (windward + leeward) = 18.36 psf ps: Side wall pressure acting away from wall = .64 * ph = -11.75 psf pl: Leeward wall pressure acting away from wall = .27 * ph = -4.96 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.40 psf pw0: Windward wall press @ bot acting toward wall = p0-p1 = 13.40 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 14.374 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 36.87 Deg Zone Load Casel Load Case2 psf Psf ---- ---------- ---------- 1 -6.01 9.72 2 -12.90 -6.18 3 -19.86 .00 4 -17.70 .00 5 -14.52 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -4.51 psf Povh3: Overhang pressure for zone 3 = -14.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 7.29 psf Povh3: Overhang pressure for zone 3 = .00 psf MWFRS Pressures for Wind Normal to 26 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 0.31 h: Height to top of windward Wall = 19.75 ft . ph: Net Pressure at top of wall (windward + leeward) = 21.98 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.69 psf _ ps: Side wall pressure acting away from wall = .54 * ph = -11.87 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.35 psf pwh: Windward wall press @ top acting toward wall = ph-p1 = 13.63 psf pw0: Windward wall press @ bot acting toward wall = p0-p1 = 13.34 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 14.374 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 36.87 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -6.01 9.72 2 -12.90 -6.18 3 -19.86 .00 4 -17.70 .00 5 -14.52 .00 Note: A value of 10' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -4.51 psf Povh3: Overhang pressure for zone 3 = -14.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 7.29 psf Povh3: Overhang pressure for zone 3 = .00 psf