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Home My WebLink About1502 Pendley Court Address: 1502 Pendley Court 0 PREPARED 5/25/16, 8:20:49 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/25/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1502 PENDLEY CT SUBDIV: CONTRACTOR PHONE OWNER HAILEY WEATHERBIE PHONE (360) 912-2392 PARCEL 06-30-01-8-6-0050-0000- APPL NUMBER: 15-00000410 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 7/24/15 JLL BLDG FOUNDATION FOOTING 7/24/15 AP July 24, 2015 9:28:31 AM jlierly. BRuce 912-0079 July 24, 2015 4:37:54 PM jlierly. BL1 02 8/26/15 JLL BLDG FOUNDATION FOOTING ' 8/26/15 AP August 26, 2015 9:18:44 AM jlierly. August 26, 2015 5:08:05 PM jlierly. BL2 01 9/01/15 JLL BLDG FOUNDATION STEM WALL 9/01/15 AP September 1, 2015 10:16:37 AM jlierly. Bruce 912-0079 September 1, 2015 4:08:45 PM jlierly. DSD O1 9/16/15 JLL BLDG DOWN SPOUT DRAINS 9/16/15 AP September 16, 2015 10:09:31 AM jlierly. Bruce September 16, 2015 5:00:08 PM jlierly. BFF O1 10/06/15 JLL BLDG FLOOR FRAMING 10/06/15 AP October 6, 2015 9:21:02 AM jlierly. Bruce 912-0079 October 6, 2015 4:57:45 PM jlierly. BEXS O1 11/05/15 JLL BLDG EXTERIOR SHEETING 11/05/15 AP November 5, 2015 9:28:39 AM jlierly. BRUCE 912-0079 November 5, 2015 4:29:47 PM jlierly. BAIR O1 1/13/16 JLL BLDG AIR SEAL 1/13/16 AP January 13, 2016 9:28:08 AM jlierly. Bruce January 13, 2016 4:33:05 PM jlierly. BL3 01 1/13/16 JLL BLDG FRAMING 1/13/16 AP January 13, 2016 9:28:31 AM jlierly. January 13, 2016 4:33:05 PM jlierly. BLI O1 1/21/16 JLL BLDG INSULATION 1/21/16 AP January 21, 2016 8:07:04 AM jlierly. Bruce 917-0079 January 21, 2016 3:55:05 PM jlierly. BL99 01 5/25/16 L BLDG FINAL May 24, 2016 12:10:51 PM jlierly. Bruce 912-0079 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----------------------------------------—-----------------------—----------------------—--- ME1 01 1/13/16 JLL MECHANICAL ROUGH-IN 1/13/16 AP January 13, 2016 9:28:49 AM jlierly. January 13, 2016 4:33:05 PM jlierly. ME99 01 5/25/16 JLL MECHANICAL FINAL ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- CITY OF PORT ANGELES s" DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000410 Date 5/08/15 Application pin number . . . 413630 Property Address . . . . . . 1502 PENDLEY CT ASSESSOR PARCEL NUMBER: 06-30-01-8-6-0050-0000- 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 . . . . 114302 Application desc 1196SF 1 STORY SFR W/116SF PORCH, 375SF GARAGE ---------------------------------------------------------------------------- Owner Contractor HAILEY WEATHERBIE OWNER 1502 PENDLEY CT PORT ANGELES WA 98363 (360) 912-2392 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc 1687SF 1 STORY SFR 3 BED, 2 BA (� Permit Fee . . . . 1104.25 Plan Check Fee .00 �y Issue Date . . . . 5/08/15 Valuation 114302 Expiration Date 11/04/15 Qty Unit Charge Per Extension BASE FEE 1020.25 15.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 84.00 ` Permit . . . . . . MECHANICAL PERMIT Additional desc SFR MECHANICAL Permit Fee . . . . 141.60 Plan Check Fee .00 l Issue Date . . . . 5/08/15 Valuation . . 0 Expiration Date . . 11/04/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 3.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 21.75 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 3.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 44.40 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc PLUMBING SFR Permit Fee . . . . 149.00 Plan Check Fee .00 Issue Date . . . . 5/08/15 Valuation . . . . 0 Expiration Date 11/04/15 Qty Unit Charge Per Extension BASE FEE 50.00 6.00 7.0000 EA PL-PLUMBING TRAP 42.00 1.00 7.0000 EA PL-WATER LINE 7.00 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized 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. ag 5� &Uel 1'Y/66 f Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit or BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS-- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000410 Date 5/08/15 Application pin number . . . 413630 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 -----S-pecial Notes------and----Comments------------------------------------ ----------- (Location Code 0502) 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. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection ,Association (NFPA) . Electrical load calculations and electrical permits are required. Ditches & 12" culverts will be installed to City Stanards. See Public Works Engineering for Standards. 1) Standard Stormwater Comments for temporary erosion control. This is part of a larger plan of development, greater than 1 acre. This includes 1. Mark Clearing Limits 2. Establishing Construction Access 3. Control Flow Rates 4. Install sediment controls BMPs. 5. Stabilize exposed soils 6. Protect slopes from erosion 7. Protect drain inlets 8. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. A marked contained concrete washout area is required may not discharge truck wash water to sewer, ditches or ground. 9. Maintain temporary and permanent erosion control BMPS during project 10. Update TESC plans as changes take place No downspouts shall be connected to sanitary.sewer. Also include: Consider applying for the City Green Infrastructure Rebate of up to $750 towards the materials to install a rain garden to control roof or driveway runoff. Lot 5 has 15 foot wide easement on south property line not 10 foot as shown on site plan. 15 foot easement to remain clear at all times. Infiltration trenches for downspouts and foundation drains per plan. Separate Right of Way Construction permit required for driveway and culverts. Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read.and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD -- PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only)_ T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION — 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . 1 15-00000410 Date 5/08/15 Application pin number 413630 REPORT SALES TAX Special Notes and Comments on your state excise tax form foundation drains, yard drains, or any other CSO contribution is allowed. to the City of Port Angeles Sanitary sewer connection inspection is required by (Location Code 0502) Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 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 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 1394.85 1394.85 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 6689.35 6689.35 .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 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS -- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE � �� , � '� � For Use `ETT CYGF t�/ U Permit# /6 - I-110s 1 � Date Received: - CIP 321 E 5th Street y f Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 _ Email:permitsOcitvofpa.us BUILDING PERMIT PPLICATION ��O d 15—`�aq Project Address: 1502 Pendley Court Port Angeles, WA 98363 Phone:360-912-0079 Prima Contact: PHA Construction Supervisor Email:bmcco en eninsula ha.or Name ailey Weatherbie Phone 360-912-2392 Property Mailing Address 1822 W 6th Street Emailhailey_rae_weatherbie@hotmail.com Owner city Port Angeles state WA zip 98363 Name Owner/Builder Phone Contractor Address Email Information city state zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) &IQ - Aykks `1 a'93d of 8('005 $ 114,302.00 Residential 8 Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction 8 Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ❑ No D Existing? Yes 13 No D 2 3 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormmLaLer@ci—qofpa.us Project Description New single family residence with attached garage New single family residence with attached garage Is project in a Flood Zone: Yes ❑ No8 Flood Zone Type: If in a Flood Zone,what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. 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 1196 $101,660.00 Second Floor Covered Deck/Porch/Entry 116 $1,392.00 Deck(over 30"or i" floor) Garage 375 $11,250.00 Carport Other(describe) Area Totals 1687 $114,302.00 Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov_lot size) Max Bldg Height 9003 1 all structures sq ft 18.7 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov-lot size) 2221 24.7 Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 3 Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: Ventilation System # Forced Air Unit 12k BTU ([1W Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # s Plumbing Vent piping Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment 1 interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx 16 � - �f 2 3 25 3 s2 7 / 40 / to f? s 44 61 �l� ;`2 0821 26 h�'f 3 1 ' 17 C 3223 0 15 22 ,2 28 "IV 2 130x1 1247 32 31 2 14 IM 32 / a 1 30 29 71 8 23 0 4 t`� 2 3.13 5 + O 25 30 13.22 21 31 0 61 / 13#.T 421 � 06 20 5 3 92 3 16 � 33... 27: 1 910 2 II 19 9 28 33 7 0 2 14 1 ' 29 Q� r8 2 10 Qr 1 7 30 1a �r�p� ifs J ,� 11 14 Sf 31 O 2 31 116 1$z13 13 3 ` 15 13 / 4 -12 ,� 3 3 142 26 5 � 2,6 410 \\ / 1525 1 218 j 140 7 91 1 +t / 1 O l G \. 17 /6-/9 8 1428 ,b 13 16g 91 9 f 14 0 4092 41"s \ � 15 15 12 ti\ 10 1738 \ � 622 142 // 4,r 15 11 0 30 230 `\ 315 % Al2 50 14 2 \`7 �� 14 is �' S i 3a 2425 f r ,230 i 131 1 1511 220 32 12 96 30 / 7s 0 ' � f 1' h 8 S z2 21 9 2 �/ p • ,t, - 1 72 'y,. .. $011 6 4 r., 5 30 _ � a 10 11 10 CCC / 2202 20 11 2 0 12 13 \ 0 62 213 j 2 11111/4 15 ` a 10' ESM 76 , 001 (2) 30' NORTH INFILTRATION TRENCHES SEC ION 'A �. W SETBACK LINES I� ECTIIO A SITE PLAN CFI 1'=20',-Or ti 1502 PENDLEY COURT Co PORT ANGELES, WA PENDLEY ESTATES LOT 5 \ -Q LOT SIZE. 9003SF n \ LOT COVERAGE=1687/9003=18,7% ' V SITE COVERA GE:2221/9003=24,7% V42- 4A WALK t^ \G MAX SLOPE 2% v N 3 T ❑ UGP—UGP— GP GP UGP-- —� GP UGP .AGF 2 41 UGP GP P G PENDLEY COURT Prescriptive Energy Code Compliance for All Climate Zones in Washington" Project lnformat�on :. Contact lnforina6on ., .... Ha�leyWeatherbie... .. ... Rentnstal H smgAuthorty 15fl2 Pe __I&e' y Court .... ..;. ... �, 26fl3 S Francis Port'An eles WA 98363 r ,^\ PortAn eles WA"98362 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 All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCbe n/a n/a Ceiling 49' 0.026 Wood Frame Wal,,k.1 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 d .042Slabd 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: Ell.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. F-1 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s). 1a Efficient Building Envelope 1a 0.5 ❑ lb 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 lAir 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 ❑� 1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.00 *Please refer to.Table R406.2 for complete option descriptions http://www.energV.wsu.edu/Documents/Table 40612.Ener6 Credits 2012 WSEC pdf - , ( , . L , - ------------ - —— — -- — l lAj, - z a — -----j—''', � — -- — — ------------ i E , , _ .z- --- -- -- -- _ , — _ — — i ` r .. r � V2> 4- S �! �L AA LLV IT 1-2 L41 ' i 30 , _ ------------- 4_1 tMl 4- F TE i IT 44 )S7 ------------- 71 AI 19 ------------- ........... L 4A, -------- - �- - _ _ . qrs 1-5 t -- — -- } — ' I 1 .--F---•--'� Imo—I ��- f� �:C-L__—...._ �I — �� _, - Ii..l-" ��-.�C✓ I `i L'� I\— � _ cant T i - I i "Mm Jc _60 17 t - �� - - . - A1 `� ------------ _Ir _ ' f �11 i �- - 40 FT 01 - it i __I _ �' QQ-`��7j� (/ }I �:�`.( 1 ; t , ice_•-+.. t I ---I� 1/7 Ej_ r MECAWind Version 2 . 1 . 0 . 5 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 10/11/2012 Project No. 12176 Company Name ZENOVIC & ASSOCIATES, INC. Designed By SRH Address 301 EAST 6TH STREET, SUITE 1 Description 28x40 SFR City PORT ANGELES Customer Name PENINSULA HOUSING AUTHORITY State WA Proj Location CLALLAM COUNTY, WA File Location: X:\12176 HOUSING AUTHORITY\ENGR\Structual\28x40 SFR.wnd Detailed Wind Load Design (Method 2) per ASCE 7-05 Basic Wind Speed(V) = 100.00 mph Structure Type = Building 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 Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.45 Deg Ht: Mean Roof Ht = 10.34 ft Type of Roof = Gabled RHt: Ridge Ht = 12.67 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 1181.00 ft^ 2 Bldg Length Along Ridge = 40.00 ft Bldg Width Across Ridge= 28.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0. 6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0.63* ( (B+Ht) /Lzm) ^0. 63) ) ^0.5 = 0. 94 Gust2: 0.925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Figure 6-6 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems(Method 2) 411 ` V MecaWind Pro v2 . 2 . 4 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterorises.com Date 9/18/2014 Project No. JobNo Company Name True Designed By Engineer Address Address Description Description City City Customer Name Customer State State Proj Location Location File Location: C:\Users\TRACY\AppData\Roaming\MecaWind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg Ht: Mean Roof Ht = 10.33 ft Type of Roof = GABLED RHt: Ridge Ht = 12.67 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 40.00 ft Bldg Width Across Ridge= 28.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment ( 0.33*z 1.00 Nv/\` Kzt (0.33*z) : Topographic factor at elevation 0.33*z 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 130.00 mph \� MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 MWFRS Pressures for Wind Normal to 40 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 0.70 h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward + leeward) = 21.18 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.18 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.44 psf p1: Leeward wall pressure acting away from wall = .38 * ph = -8.05 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.13 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.13 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 10.334 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 18.43 Deg Zone Load Casel Load Case2 psf psf ---- ---------- ---------- 1 -15.99 5.54 2 -12.90 -5.70 3 -19.86 .00 4 -17.70 .00 MecaWind Pro v2 . 2 . 4 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterQrises.com Date 9/18/2014 Project No. JobNo Company Name True Designed By Engineer Address Address Description Descriptionn i/� City City Customer Name Customer Ott State J State State Proj Location Location File Location: C:\Users\TRACY\AppData\Roaming\MecaWind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 BM = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg Ht: Mean Roof Ht = 10.33 ft Type of Roof = GABLED RHt: Ridge Ht = 12.67 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 40.00 ft Bldg Width Across Ridge= 28.00 ft- Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Topographic Adjustment [ 0.33*z 1.00 SVv/\` Kzt (0.33*z) : Topographic factor at elevation 0.33*z 1.00 Vtopo: Adjust V per Para 27.5.2: V * (Kzt(0.33*z))^0.5 130.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 MWFRS Pressures for Wind Normal to 40 ft wall (Normal to Ridge) M WALL PRESSURES PER TABLE 27.6-1 _ J L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir 0.70 h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward + leeward) = 21.18 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.18 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.44 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.05 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.13 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.13 psf ROOF PRESSURES PER TABLE 27.6-2 h: _ Mean Roof Height = 10.334 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 18.43 Deg Zone Load Casel Load Case2 psf psf ---- ---=------ ---------- 1 -15.99 5.54 2 -12.90 -5.70 3 -19.86 .00 4 -17.70 .00 heta h L Id z B B Kh: 2.01* (Ht/Zg) ^ (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 18.47 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1181.00 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 40 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -Gcpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -11.18 -4.53 Side Walls -0.70 -14.32 -7.67 Wall Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCPi +/-GCPi Kip K-ft -------------------------------------------------------------------------------- Windward 12.67 0.85 1.00 18.47 9.24 15.89 20.41 10.34 65.53 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. yn Note that the shear & moment don't consider loads on roof or end gable. Roof-Location Cp +Gcpi(psf) -GCpi(psf) + --------- ----- ------- �+v Windward - Min Cp -0.42 -9.92 -3.27 Windward - Max Cp 0.05 -2.54 4.11> Leeward Perp to Ridge -0.57 -12.27 -5.62 Overhang Top (Windward) -0.42 -6.59 -6.59 Overhang Top (Leeward) -0.57 -8.95 -8.95 Overhang (Windward only) 0.80 12.56 12.56 MWFRS-Wall Pressures for Wind Normal to 28 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCPi (psf)