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Home My WebLink About2309 W. 16th Street Address: 12309 16 Ih Street PREPARED 5/25/16, 8:20:49 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/25/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 2309 W 16TH ST SUBDIV: CONTRACTOR : PHONE : OWNER ELLI SCHULZ PHONE : (360) 452-3851 PARCEL 06-30-01-8-6-0170-0000- APPI, NUM13ER: 15-00000416 RES NEW SFR ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAT 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 9:36:55 AM jlierly. Bruce 912-0079 July 24, 2015 4:37:54 PM jlierly. BL2 01 8/07/15 JLL BLDG FOUNDATION STEM WALL 8/07/15 AP August 7, 2015 9:34:57 AM jlierly. Bruce 912-0079 August 7; 2015 3:51:57 PM jlierly. BLFD 01 8/20/15 JLL BLDG FOUNDATION DRAINAGE 8/20/15 AP August 20, 2015 9:40:27 AM jlierly. August 20, 2015 4:28:44 PM jlierly. 13FF 01 8/28/15 JLL BLDG FLOOR FRAMING 8/28/15 AP August 28, 2015 10:30:33 AM jlierly. August 28, 2015 4:32:32 PM jlierly. 13EXS 01 9/29/15 JLL BLDG EXTERIOR SHEETING 9/29/15 AP September 29, 201S 9:22:20 AM jlierly. Bruce 912-0079 September 29, 2015 4:01:07 PM jlierly. BAIR 01 12/17/15 JLL BLDG AIR SEAL 12/17/1S AP December 17, 2015 10:10:51 AM jlierly. bruce 912-0079 December 17, 201S 4:08:16 PM jlierly- BL3 01 12/17/15 JLL BLDG FRAMING 12/17/15 AP December 17, 201S 10:11:15 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 9:09:34 AM jlierly. January 4, 2016 4:22:40 PM jlierly. FD99 01 5/16/16 MCS FIRE DEPARTMENT FINAL 5/16/16 AP May 16, 2016 2:43:29 PM msanders. May 16, 2016 2:44:37 PM msanders. BL99 01 5/25/16 BLDG FINAL May 24, 2016 12:29:43 PM jlierly. V Bruce 912-0079 ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME99 01 5/25/16 MECHANICAL FINAL May 24, 2016 12:30:09 PM jlierly. PERMIT: PL 00 PLr NJ ERMIT REQUESTED I P DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 15-00000416 Date 5/08/15 Application pin number . . . 107488 Property Address . . . . . . 2309 W 16TH ST ASSESSOR PARCEL NUMBER: 06-30-01-8-6-0170-0000- 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 . . . . 117568 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 1240sf 1 STORY SFR W/64SF PORCH, 380 GARAGE 3BD,2B ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ ELLI SCHULZ OWNER 2309 W 16TH ST PORT ANGELES WA 98363 (360) 452-3851 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1620SF SFR 1STRY 3BED 2BATH Permit Fee . . . . 1121.05 Plan Check Fee .00 Issue Date . . . . 5/08/15 Valuation . . . . 117568 Expiration Date 11/04/15 Qty Unit Charge Per Extension BASE FEE 1020.25 18.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 100.80 ------ - - - - - - ---------- ------ 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-FUR.N/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 . . SFR PLUMBING Permit Fee . . . . 135.00 Plan Check Fee .00 Issue Date S/08/15 Valuation . . . . 0 Expiration Date 11/04/15 Qty Unit Charge Per Extension BASE FEE 50.00 5.00 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. 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. 40ell �-- �31 01 C- 1-n e6,,,--y9,,1 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/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 I 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 . . . . . 15-00000416 Date 5/08/15 Application pin number . . . 107488 REPORT SALES TAX Qty 'Unit Charge Per Extension on your state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles ------- ----- --- -------- -----Special-Notes-and-Comments---------------------------------------------- (Location Code 0502) April 21, 2015 4:34:40 PM pbarthol. No plan review charged on this permit. Plan review paid on permit 15-414 for permits 15-414, 15-415, 15-416 pb 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 b e 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 c,ontained 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. 20 foot easement on west property line to remain clear at all times. 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 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 BIcIgs.) 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 I 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 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 (662! 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 15-00000416 Date 5/08/15 Application pin number . . . 107488 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments on your state excise tax form attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO to the City of Port Angeles contribution is allowed. (Location Code 0502) 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 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 1397.6S 1397.6S .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 6G92.15 6692.15 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes nul I 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 I 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 OnIYL- 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 1 Planning 417-4750 1 Building 417-4815 T:Forms/Building Division/Building Permit W� S THE For City Use E E CITY OF 4 Permit# /-'5 A S H I G 0 N, U. S. Date Received: /5—,- 321 E Sth Street 0 Date Approved Port Angeles,WA 9836 CUP U"f I W k-'.' P:360-417-4817 F:360-417-4711 Email:permits0ci1yofpa.us . U0 BUILDING PER T PPLICATIQN �Lvi4."J c4w4ao P Project Address: 2309 W. 16th Street Port Angeles, V6 98363 Phone:360-912-0079 PH/� Construction Supervisor Primary Contact: /,, Email:brnccoppen(@-peninsulapha.orq Na n/eElli Schulz Phone 360-452-3851 Property Mailing Address Email Owner 428 E Front Street I marcandelli2@yahoo.com city Port Angeles State WA ff9 8�3�62 Name Owner/Builder Phone Contractor Address Email Information city State Zip [Tontractor License# Exp.Date: Legal Description: Zoning: x Parcel# Project Value: (materials and labor) 4 9. �Ta C $ 117,568 ZZ �5&�-') � e&-:30 -C 1 9(, I Residential 9 Commercial 11 Industrial El Public 1:1 Permit Demolition El Fire El ' Repair 11 Reroof(tear off/lay over) El Classification For the following,fill out both pages of permit application: (check New Construction @ Exterior Remodel 11 Addition D Tenant Improvement El appropriate) 1 Mechanical El Plumbing 0 Other 11 Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms Existing? Yes El No El P� 3 or Existing? Yes 0 No 111 1 n2 I In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater(&-City0 US Project Description New sirigle family residence with attached garage W-a single family residence with attached garage / ZV 124-10,W 44 10&#3&646*. zr/4,0 Deed rptly —�o Is project in a Flood Zone: Yes No@ Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 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. ZfI2 C)//-(— �At4,�-p 6�20urke 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 1240 $105,400.00 Second Floor Covered Deck/Porch/Entry 64 $768.00 Deck(over 30"or 2 or) Garage 380 $11,400.00 Carport Other(describe) Area Totals 1620 $117,568.00 Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For OfficeUse 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 Blde Height 9024 � all structures sq ft 18.7 Site Coverage (Sq Ft of all impervious) %of Site Coverage(total site cov�lot size) 2112 23.4 Mechanical Fixtures Indicate how many of each typpe 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 # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # port ble) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # ---F— Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 112k BTU 1 Plumbing Fixtures Indicate how many of each type of fixtu e 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 1 1 interceptor(Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx S.- 25 5 2 4 i 46 16 23 4 63, 26 11 1 A 127 3 3223 0 17 2 28 2 1309 15 22 - 0 40 32 12 31 32 32 14 1 30 29 71 8 23 2 313 4 2 25 22 321 3 11 0 61 14. '(1317 0 .21 0 4 31 41 11 06 20 45 3 323 .6 2i 3 7i 1 910 3 �28 719 9 0 2 5 /N.- 9 10 14 4 292 14. 118 2 14 2 7 3o2 5 411 1419 14 qj 0 31 2 31 13 3 15 13 4 12 2' 3 31 142 5 5 14' 11 14j2 2-6 0 10 1412,,-- 7 40 7 91 It & 1 Ol 17 9 16 13 14 0 91 9 4092 416 15 12 10 173 8 622 42 15 30 2301 31 5 �912 50 14 2 0 7 - . . 11 414 X-1 1/4 15 �34 > 2V5 30 131 1 1511 32 12 96 ot 30 2 2 219 2 72 A 6 5 30 9 10" 3 10 2202 20 2 7 12 rA'. 13 14 15 2 1 Admk .................. ............ NORTH —��—UGF—UGP UGP—UGP.—UGP—Ilrp—. JIGP—UGP Uop P—UGP I —FUGP— CD cu -)d SITE PLAN 1 2 0 0 Ul 2309 W 16TH STREET PORT ANGELESJ WA PENDLEY ESTATE�LOT 17 41 ALK M X SLOPE Z*X Ct LOT SIZE 9024SF LOT COVERAGE,1684/9024=18,7% SITE COVERAGE,2112/9024=23,4% SEWER Dc�,Ao ry /s F-h SETBAC.K LINJES 95100 / ift L S3301414211w 1 mointo tn to CU CU CUCU cu cu .......... . . ...... ... -Pee tribtive.Energy ma e: -ones im Washington'::' Code C6mbliancef6r.'All Cli t Z F.Irpiq6t Womitio Cbnt6&t Information::. RM -_7`06"Aul" 5'�"� -V-W ity)w --------------- ...................... ii: I� ROME E -'25.p N_ iLV=VA 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-Value a 1-1-Factora 'Fenestration U-Factor b n1a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49� 0.026 Wood Frame Wall,.k,l 21 int 0.056 Mass Wall R-Value 21/21 h 0.056 Floor 309 0.029 Below Grade Wall ,k 10/15/21 int 0.042 S d lab 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: 21.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. F1 2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. 03. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. F-14. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 lb Efficient Building Envelope lb 1.0 1c Efficient Building Envelope Ic 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 El 2c Air Leakage Control and Efficient Ventilation 2c 1.5 El 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 El 3c High Efficiency FIVAC 3c 2.0 El 3d High Efficiency HVAC 3d 1.0 El 1.0 4 High Efficiency HVAC Distribution System 1.0 F1 5a Efficient Water Heating 0.5 F-1 5b Efficient Water Heating 1.5 El 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.00 *Please refer to Table R406.2 forcomplete option descriptions http://www.energy.wsu.edu/Documents/Table 406 2 Energy Credits 2012 WSEC.r)df fit If Fov I—Al All 77 i,-V MIS 1-7 42 q It ! it U-Ti t IX it ,< 3'Is-T K A,.A I _57- it SA -1 Pit .......... Ll —LI LAI ILI 4�1 T�lit It ic�P') ra,L lbon N6 7 A1A =O\ l tt 17 it tili T13 i I IF Ulu ij 4-4-1 r-L T L T!1 �0�1 ILL L i t -A)H -3"L fill 11 -71 .1 �-O V I Ft MECAWind Version 2 . 1 . 0 . 5 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2012 www.inecaenterprises.com Date 10/15/2012 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 B.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. 6S 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.>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) ) ^O.S 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 Inter'nal 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) MecaWind Pro v2 . 2 . 4 . 5 per ASCE 7-1.0 Developed by MECA Enterprises, Inc. Copyright www.mecaen---eror1Se3.00M 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:\Use--s\TPACY\AppDar-a\-Roaming\MecaWi-nd\De�-aul�--.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 - O�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 11 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 GC2i 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(0.33*z)J^0.5 130.00 mph MWFRS Diaphragm Building wind Pressures per Ch 27 Pt 2 All p-ressufes shown a-re based upon ASD Des�gn, with a Load Fac---o, of 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 pO: Net Pressure at bottom of wail (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.OS psf pwh: Windward wall press @ top acting toward wall ph-pl 13.13 psf pwD: Windward wall press @ bot acting toward wall pO-pl 13.13 psf ROOF PRESSURES PER TABLE 2-/.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