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Home My WebLink About2301 W. 16th Street Address: 2301 16 Ih Street PREPARED 5/2S/16, 8:20:49 INSPECTION TICKET PAGE 13 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/2S/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 2301 W 16TH ST SUBDIV: CONTRACTOR : PHONE : OWNER CHRISTINA WONSEY/ ROBERT WHITE PHONE : (360) 452-6796 PARCEL 06-30-01-8-6-0150-0000- APPL NUMBER: 1S-00000417 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 6/26/15 PB BLDG FOUNDATION FOOTING G/26/15 AP June 26, 2015 9:01:49 AM pbarthol. June 29, 2015 8:33:51 AM pbarthol. BL2 01 7/06/15 JLL BLDG FOUNDATION STEM WALL 7/06/15 AP July G, 2015 9:15:41 AM jlierly. Bruce July 6, 2015 4:1S:32 PM jlierly. BLFD 01 7/17/15 JLL BLDG FOUNDATION DRAINAGE ,7/17/15 AP July 17, 2015 8:59:50 AM jlierly. July 17, 2015 4:15:47 PM jlierly. BFF 01 7/23/15 JLL BLDG FLOOR FRAMING 7/24/15 AP July 23, 2015 9:32:18 AM jlierly. Bruce 912-0079 July 24, 2015 9:39:52 AM jlierly. BEXS 01 9/09/15 JLL BLDG EXTERIOR SHEETING 9/09/15 AP September 9, 2015 10:29:40 AM jlierly. mike 775-8601 September 9, 2015 4:16:52 PM jlierly. BAIR 01 12/17/15 JLL BLDG AIR SEAL 12/17/15 AP December 17, 201S 10:09:25 AM jlierly. Bruce 912-0079 December 17, 2015 4:08:16 PM jlierly. BL3 01 12/17/15 JLL BLDG FRAMING 12/17/15 AP December 17, 2015 10:09:49 AM jlierly. December 17, 2015 4:08:16 PM jlierly. BLI 01 12/23/15 JLL BLDG INSULATION 1/04/16 AP December 23, 2015 9:10:16 AM jlierly. ��V January 4, 201G 4:22:40 PM jlierly. BL99 01 5/25/16 BLDG FINAL May 24, 2016 12:24:27 PM jlierly. Bruce 912-0057 -------------------------%- ---------------------------------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 5/25/16 MECHANICAL FINAL May 24, 201G 12:25:01 PM jlierly ------------------- -- --- ---- -------- -- -------- PERMIT: PL 00 PLUMBING-I&W-.-IT- REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL6 01 7/15/15 JLL PLUMBING WATER SUPPLY 7/15/15 AP July 15, 2015 10:16:49 AM jlierly. bruce 912-0079 ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application pin number . . . 223131 Application Number . . . . . 15-00000417 Date 5/08/15 Property Address . . . . . . 2301 W 16TH ST ASSESSOR PARCEL NUMBER: 06-30-01-8-6-0150-0000- 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 Application valuation 112868 (Location Code 0502) ----------- --------- - - - - ------ Application desc 1196sf SFR W/84 PORCH, 340 GARAGE 3BD 2BTH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CHRISTINA WONSEY/ ROBERT WHITE OWNER 2301 W 16TH ST PORT ANGELES WA 98363 (360) 452-6796 -------------------------------- ------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1620SF 1 STRY SFR 3BD 2BTH Permit Fee . . . . 1093.05 Plan Check Fee 710.48 Issue Date . . . . 5/08/15 Valuation . . . . 112868 Expiration Date 11/04/15 Qty Unit Charge Per Extension BASE FEE .1020.25 13.00 S.6000 THOU BL-100,001-500K (5.60 PER K) 72.80 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 141.60 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 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 3.00 7.2SOO EA ME-VENT FAN (SINGLE DUCT) 21.75 1.00 10.G500 EA ME-HOOD/DUCT-M ECH. EXHAUST 10.65 3.00 14.8000 EA ME-HEATER(SUSP/WALL/FLOOR-MTD) 44.40 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . SFR PLUMBING Permit Fee . . . . 135.00 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 S.00 7.0000 EA PL-PLUMBING TRAP 35.00 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 for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. Thispermitbecorn es 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. 16 ell /Szu el!�Wl-iLj Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Form s/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 Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole BIdgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by 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 I Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 L 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 . . . . . 15-00000417 Date 5/08/15 Application pin number . . . 223131 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) 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 & 1211 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 sanitarysewer. Also include: Consider applying for the C ity Green Infrastructure Rebate of up to $750 towards the materials to install a rain garden to control roof or driveway runoff. 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, foundation drains, yard drains, or any other CSO contribution is allowed. 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 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 bV AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel On]yL_ 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 by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs ,Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 I Planning 417-4750 1 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 . . . . . 15-00000417 Date 5/08/15 Application pin number . . . 223131 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax,form 417-4831 The contractor making the connection to an existing water to the City of Port Angeles meter is responsible to adjust water meter depth so that (Location Code 0502) there is a minimum of 4 to G 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 1369.65 1369.65 .00 .00 Plan Check Total 710.48 �710.48 .00 .00 Other Fee Total 5294.50 5294.50 .00 Grand Total 7374.63 7374.63 .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 Sternwall 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 by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hol�Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor I Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: .Footing/Slab 16locking&Hold Downs ISkirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 1 1 Building 417-4815 T:Forms/Building Division/Building Permit T THF- For City Use w'' et'V,G-4, CtTY Or Permit# 157- 17 Az ' W A S H I N- G- -T 0 N, U. S. Date Received: Z/- 321 E Sth Street Date Approved Port Angeles,WA 9836 HL E b"0 P V P:360-417-4817 F:360-417-4711 Email:permitsOcityofpa.us BUILDING PERIPLICATION Project Address: 2301 W. 16th Street Port Angeles, WA 98363 PHA Construction Supervisor Phone:360-912-0079 Primary Contact: I--, Email:bmccoppen@peninsulapha.org Na 7t>dhristina Wonsey & Robert White Phone 360-452-6796 Property -MailingAddress 910 W. 14th Street Email famo4@q.com or robertfamo4@aol.com Owner city Port Angeles State WA "P 98363 Name Owner/Builder Phone Contractor Address Email Information city State Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) ?64d6 /C5 '� b&-3Dol Y6- o 15-V $ 112,868.00 I Residential @ Commercial El Industrial El Public 11 Permit Demolition 11 Fire 11 Repair El Reroof(tear off/lay over) El Classification For the following,fill out both pages of permit application: (check New Construction R Exterior Remodel El Addition 11 Tenant Improvement 0 appropriate) I Mechanical 11 Plumbing 11 Other El Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms Pro' or Existing? Yes 0 No El Existing? Yes 0 No El 2 3 F In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaterC&cltyo a.us Project Description New family residence with attached garage 11961,, 6y4w gV Nle-w family residence with attached garage �54ELL-'&' 162y Is project in a Flood Zone: Yes 11 No@ Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 1 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. 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 84 $1,008.00 Deck(over 30"or 2"d floor) Garage 340 $10,200.00 Carport Other(describe) Area Totals 1620 $112,868.00 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 9024 1 all structures sq ft 17.9 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov�lot size) 2085 23.1 Mechanical Fixtures Indicate how ma.ny of each type of ture to be installed or relocated as part of this project. Air Handler I Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 3 Boiler/Compressor Size: # Heating/Cooling appliance # I 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 # 3 Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 12k BTU 1 1 Plumbing Fixtures Indicate how many of each type of fixtu e to be installed or relocated Plumbing Traps # Water Heater # 5 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 14 2 -%,iq 18 f4- 0 -1 Rf A 415 34 17 52 40 lb 16 33 4.1 4 6, 2 0827 26 3 ff---1 I 10 F32231,0- A15 2 2 28Z 2 1304 W 114 124 0 31 14 32 32 32 1M7 30� 29 71 8 23 2 4 Vlb 313 2 25 1322 21 321 3 61 1317 30 2446 31 0- 31 21 4 26 11 06, 20 1 41 45 13 3 6 27 33 1320 11, 910 33 28 13 T3 7 19 9 2 340 5 14 92 4. 18 3o2 1 411 14 2 /TU 50 4 4 31 2 31 91 '13 16 1�21 2 15 13 4 12 3 142 5 26 5 14 if 19 ?-6 1 218 28 /s2o 40 7 -9 1 ol 17 13 2-30q 16 8 11J28 al 9 4 0�- 4092 16 14 50 15 15 12 10 173 0 8 622 142 15 2301 3 5 50 14 10 30 71 T�12 2 14 1 Egi 15 34 2125 30 220 131 1 1511 96 32 12 0 30 2 2 72 Oil 6 30 9 4 10 3 10 20 2 12 12 23 13 2 14 0 62 11 15 116, 2 CD L F, 95, 00+1 Ilk— NORTH -SEWER S33 *1-4 14 7 m LJ++ % SITE PLAN 4* wo MAX 2301 W 16TH F�ORT ANGELES, W L-L L�L PENDLEY ESTATE LOT 15 s �,D LOT SIZE 9024SF LOT COVERAGE,1620/9024=17,c)/ SITE COVERAGE,2085/9024=23,17 c4�/ LA C� A LINES In v cu cu ni cv cu cu N 33 1>1 4 om4 7 Lo Lo to to to in ......... . ...... .......... ............. ::::Ptesdriptiv.e-:EiieraV..�C6de:C6mp.liance:�for:AII:Climate:.Zones�:.in:.Washington 11. ..... P r9octlnfofhnatidn� ........................ ... ... ........ .................. ..................... ..........-- ........ . ....... .. .. .... .. ..... 2, Al g 'N' 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 1-1-Factora Fenestration U-Factor b n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHG Cb,, n/a n/a Ceiling.. 4Y 0.026 Wood Frame Wal 19.kJ 21 int 0.056 Mass,Wall RNalue' 21/21h 0.056 Floor 309 0.029 Below Grade,Wal lc,k 10/15/21 int+TB 0.042 d ISlab ::R-Value& Depth 1 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. n2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. El 3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. n4. 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 . . ... . redit(s) C la Efficient Building Envelope 1 a 0.5 El lb 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 El 3a High Efficiency HVAC 3a 0.5 El 3b High Efficiency HVAC 3b 1.0 El 3c High Efficiency HVAC 3c 2.0 F-1 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 1-1200 kwh 0.0 Total Credits 1.00 *Please refer to Table R406.2 for complete option descriptions http:llwww.energy.wsu.edu/Documents/`Table 406 2 Energy Credits 2012 WSEC.Pdf fill 21" T---T -4- R)i :T L if if t-T ' ' I skbj 6Q49) i An r o- 41 (7-7 toi�-)b I jj 9 f T 71�-7 .......... TTI -4— -4- -4-4 !Gcl� �01 - 41-i LQG jq Ti q! ' 7 17 LL 7, It ITU7GOi"Tf-,�, ulls Nil I I, T fl It Al it -,r7i f-3 --717 T —-----------T- 1 L Z-11 F-L 71- I i T % 1 7- oe A-L-t -211-1�16 41 �-I- �-Y I fill ji It it It A , j 166, ZiL# �61 16 ' A mA� 6 FU L H�- i MECAWind Version 2 . 1 . 0 . 5 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaente�2rises.co Date 10/16/2012 Project No. 12176 Company Name ZENOVIC & ASSOCIATES, INC. Designed By SRH Address 301 EAST 6TH STREET, SUITE 1 Description 28x4O SFR City PORT ANGELES Customer Name PENINSULA HOUSING AUTHORITY State WA Proj Location CLALLAM COUNTY, WA File Location: X:\12176 HOUSING AUTHORITY\ENGR\Structual\SFR DESIGN C.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) 18.43 Deg Ht: Mean Roof Ht 10.00 ft Type of Roof Gabled RHt: Ridge Ht 12.00 ft Eht: Eave Height 8.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area 1316.00 ftA 2 Bldg Length Along Ridge 52.00 ft Bldg Width Across Ridge= 24.00 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) ^Epsiion 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) -6 heta A k -4 T T T T T-F" T h z J Kh: 2.01* (Ht/Zg) ^ (2/Alpha) 0.85 Kht: Topographic Factor (Figure 6-4) 1.00 Qh: .00256* (V) A2*I*Kh*Kht*Kd 18.47 psf Cpww: Windward Wall Cp(Ref Fig 6-6) 0.80 Roof Area 1316.00 ft^2 Reduction Factor based on Roof Area 0.80 MW'FRS-Wall Pressures for Wind Normal to 52 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 12.00 0.85 1.00 18.47 9.24 15.89 t4l 12.74 76.42 Note: 1) Total = Leeward GCPi + Windward GC2i 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bidg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof Location Cp +Gcpi(psf) -GCpi(psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.45 -10.39 -3.74 Windward - Max Cp 0.01 -3.17 3.48-7q,10 Leeward Perp to Ridge -0.57 -12.27 -5.62 Overhang Top (Windward) -0.45 -7.07 -7.07 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 24 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCp! (psf) --------------- ------ ----------- ----------- Leeward Wall -0.29 -7.90 -1.25 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 12.00 0.85 1.00 18.47 9.24 15.89 17.14 4.94 29.62 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge CP Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 5.0 ft -0.90 -17.46 -10.81 5.0 ft to 10.0 ft -0.90 -17.46 -10.81 10.0 ft to 20.0 ft -0.50 -11.18 -4.53 20.0 ft to 52.0 ft -0.30 -8.04 -1.39 ,5dll L/ MecaWind Pro v2 . 2 . 4 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.co 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\ApoDal--a\Poaming\L',IecaW,nd\Defauic.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 10.00 ft Type of Roof GABLED RHt: Ridge Ht 12.00 ft Eht: Eave Height 8.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type No Overhang Bldg Length Along Ridge '= 52.00 ft Bldg Width Across Ridge= 24.00 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*izm)) 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gu3t2 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient +/-0.18 Topographic Adjustment 0.33*z 1.00 Kzt (0.33*z) : Topographic factor at elevation 0.33*z 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(O.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, wiEn a Load Factor of .6 MWFRS Pressures for Wind Normal to 52 ft wall (Normal to Ridge) WALL PRESSURES PER TABLE 9-7.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir 0.46 h: Height to top of Windward Wall 8.00 ft ph: Net Pressure at top of wall (windward + leeward) 21.18 psf pO: 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 pwO: Windward wall press @ bot acting toward wall pO-pl 13.13 psf ROOF PRESSURES PER TABLE 27.6-2) h: Mean Roof Height 10.000 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 18.43 Deg Zone Load Casel Load Case2 PSE psf ---- ---------- ---------- 1 -15.99 5.54 2 -12.90 -b.70 3 -19.86 .00 4 -17.70 .00 'Jd 'q' d//�/ 5 -14.52 .00 Note: A value of '0' indicates that the zone/load case is not applicable. Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS Pressures for Wind Normal to 24 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir 2.17 h: Height to top of Windward Wall 12.00 ft ph: Net Pressure at top of wall (windward + leeward) 18.36 psf pO: 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 pwO: Windward wall press @ bot acting toward wall pO-pl 13.40 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height 10.000 ft Lambda: Exposure Adjustment Factor 1.000 Slope: Roof Slope 18.43 Deg Zone Load Casel Load Case2 psf PSE ---- ---------- ---------- 1 -15.99 5.54 2 -12.90 -5.70 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. Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description FX Fy Fz MX MY MZ Kip Kip Kip K-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Wall3+Roof +GCpi .0 8.2 18.0 40.4 .0 .0 Normal to Ridge Wails Only +GCpi .0 8.8 .0 35.2 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 11.1 0.1 16.5 .0 .0 Normal to Ridge Walls Only -CCpi .0 8.8 .0 35-2 .0 .0 Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls+Roof +GCpi 4.4 .0 19.1 .0 -44.4 .0 Along Ridge Walls Only +GCpi 4.4 .0 .0 .0 -22.3 .0 Along Ridge Walls+Roof -GCpi 4.4 .0 .0 .0 -22.3 .0 Along Ridge Walls Only -GCpi 4.4 .0 .0 .0 -22.3 .0 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 P3f Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (inci OH Top) = 1315.51 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2)