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Home My WebLink About311 N. Jones Street Address: 311 N Jones Street '311 PREPARED 6/26/13, 10:04:19 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/26/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 311 N JONES ST SUBDIV: CONTRACTOR CLAWSON CONSTRUCTION LLC PHONE (360) 457-1473 OWNER VOLTURNO DEBRAH M PHONE PARCEL 06-30-00-5-3-1045-0000- APPL NUMBER: 12-00001626 RES ACCESSORY RESIDENTIAL UNIT ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 1/24/13 JLL BLDG FOUNDATION FOOTING 1/25/13 AP January 24, 2013 8:27:16 AM pbarthol. Dave 461-9295 January 2S, 2013 9:17:35 AM pbarthol. UFR OK BL2 01 1/28/13 JLL BLDG FOUNDATION STEM WALL 1/28/13 AP January 28, 2013 8:40:12 AM pbarthol. Dave 461-9295 January 28, 2013 4:47:21 PM pbarthol. BLIS 01 2/06/13 JLL BLDG INSULATION/SLAB 2/06/13 AP February 6, 2013 8:43:57 AM pbarthol. Dave 461-9295 February 6, 2013 4:21:19 PM jlierly. BL9 01 3/06/13 JLL BLDG SHEARWALL 3/06/13 AP March 5, 2013 4:35:57 PM pbarthol. Dave 461-9295 March 6, 2013 3:53:38 PM jlierly. BAIR 01 3/20/13 JLL BLDG AIR SEAL 3/20/13 AP March 20, 2013 8:41:40 AM pbarthol. Dave 461-9295 March 20, 2013 4:14:38 PM jlierly. BL3 01 3/20/13 JLL BLDG FRAMING 3/20/13 AP March 20, 2013 8:41:14 AM pbarthol. Dave 461-9295 March 20, 2013 4:14:38 PM jlierly. BLI 01 3/25/13 JLL BLDG INSULATION 3/25/13 AP March 25, 2013 8:13:13 AM pbarthol. Dave 461-9295 March 2S, 2013 4:17:36 PM jlierly. BL9 02 3/28/13 JLL BLDG SHEARWALL 3/28/13 AP March 27, 2013 9:05:06 AM pbarthol. DAVE 461-9295 INTERIOR GARAGE WALL - SHEARWALL March 28, 2013 4:27:05 PM jlierly. BL99 01 5/30/13 PB BLDG FINAL 5/31/13 DA May 30, 2013 10:47:31 AM pbarthol. Dave 461-9295 May 31, 2013 12:41:13 PM pbarthol. Exterior wood protection. T&P valve terminate 6 inches above ground. BL99 02 6/26/13 BLDG FINAL June 26, 2013 8:52:13 Am pbarthol. j_j Dave 461-9295 --------------------------I----------------- ------------------------------------------------- PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 6/26/13, 10:04:19 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/26/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 311 N JONES ST SUBDIV: CONTRACTOR CLAWSON CONSTRUCTION LLC PHONE (360) 457-1473 OWNER VOLTURNO DEBRAH M PHONE PARCEL 06-30-00-5-3-104S-0000- APPI, NUMBER: 12-00001626 RES ACCESSORY RESIDENTIAL UNIT ------------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL1 01 2/05/13 PH PLUMBING UNDER SLAB 2/06/13 AP February 5, 2013 2:17:28 PM pbarthol. Joel 461-1863 February 6, 2013 8:30:16 AM pbarthol. PL2 01 3/15/13 PH PLUMBING ROUGH-IN 3/15/13 AP March 15, 2013 8:51:42 AM pbarthol. Joel 461-1863 March 15, 2013 4:39:57 PM pbarthol. PL6 01 4/23/13 JLL PLUMBING WATER SUPPLY 4/23/13 AP April 23, 2013 8:31:33 AM pbarthol. Dave 461-9295 April 23, 2013 4:01:34 PM jlierly. PL99 01 5/30/13 PB PLUMBING FINAL 5/31/13 DA May 30, 2013 10:48:04 AM pbarthol. May 31, 2013 12:41:13 PM pbarthol. Exterior wood protection. T&P valve terminate 6 inches above ground- PL99 02 6/26/13 PLUMBING FINAL An June 26, 2013 8:53:30 Am pbarthol. Dave 461-9295 1 ---------------------- -N---------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 12-00001626 Date 1/10/13 Application pin number . . . 451534 Property Address . . . . . . 311 N JONES ST ASSESSOR PARCEL NUMBER: 06-30-00-5-3-1045-0000- Application type description RES ACCESSORY RESIDENTIAL UNIT REPORT SALES TAX Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY to the City of Port Angeles -----Application-valuation 138475 (Location Code 0502) ----------- --------- - - - - ------ Application desc NEW ARU ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ VOLTURNO DEBRAH M CLAWSON CONSTRUCTION LLC 1203 GEORGIANA ST P. 0. BOX 2683 PORT ANGELES WA 98362 PORT ANGELES I WA 98362 (360) 457-1473 --- Structure Information 000 00b SFR --- ------------------------------------------------------------------------- Permit . . . BUILDING PERMIT -RESIDENTIAL Additional desc NEW SFR Permit Fee . . . . 1238.65 Plan Check Fee 805.12 Issue Date . . . . 1/10/13 Valuation . . . . 138475 Expiration Date 7/09/13 Qty Unit Charge Per Extension BASE FEE 1020.25 39.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 218.40 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . ARU KITCHEN BATH LAUNDRY LIVIN Permit Fee . . . . 97.20 Plan Check Fee .00 Issue Date . . . . 1/10/13 valuation . . . . 0 Expiration Date . . 7/09/13 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 .00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST .00 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 ----------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc ARU 2 BATH/LAUNDRY/KITCHEN Permit Fee . . . . 184.00 Plan Check Fee .00 Issue Date 1/10/13 Valuation . . . . 0 Expiration Date 7/09/13 Qty Unit Charge Per Extension BASE FEE 50.00 8.00 7.0000 EA PL-PLUMBING TRAP 56.00 2.00 7.0000 EA PL-WATER LINE 14.00 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 willbe complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel th Provisions of any state or local law regulating construction or the performance of construction. 71-5- /. /0-/ 3 e�s tlo& 5 V 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 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/Ducts Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting nPLANNING DEPT. Separate Permit#s SEPA: P rk.n /L, ht" ESA: Landscaping SHORELINE: 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 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 . . . . . 12-00001626 Date 1/10/13 Application pin number . . . 451534 Qty Unit Charge Per Extension REPORT SALES TAX 6.00 7,0000 EA PL-DRAIN VENT PIPING 42.00 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 ---------------------------------------------------------------------------- (Location Code 0502) Permit . . . . . . PUBLIC WORKS RES WATER SERV Additional desc . . Permit Fee . . . . 1280.00 Plan Check Fee .00 Issue Date . . . 1/10/13 Valuation . . . . 138475 Expiration Date 7/09/13 Qty Unit Charge Per Extension 1.00 1280.0000 EA PW W/M 1" SERV 5/8" METER 1280.00 ---------------------------------------------------------------------------- Permit . . . . . . SANITARY SEWER HOOK UP Additional desc Permit Fee . . . . 150'.00 Plan Check Fee .00 Issue Date . . . . 1/10/13 Valuation . . . . 138475 Expiration Date 7/09/13 Qty Unit Charge Per Extension 1.00 150.0000 EA SAN SEWER HOOKUP 150.00 ---------------------------------------------------------------------------- Special Notes and Comments December 21, 2012 10:28:53 AM tamiot. New underground electrical services for both the new structure and the existing shall come from the existing pole at the north/west corner of the lot. All electrical work requires an electrical permit and shall be coordinated with electrical engineering. December 21, 2012 10:11:39 AM sroberds. Use is permitted per conditional use permit CUP 12-07. Plan reviewed and approved per N. West. Wording to be placed on permit to indicate that "Unfinished first floor does not meet building code standards for conditioned space and may not be used for activities requiring conditioned space." All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. Sanitary sewer connection inspection is required by Public works prior to back fill of ditch. 24 hour advance notice is re quired. Public works Inspection request line 417-4831 The existing building sewer may be located at the same location of the proposed construction. Any modification or damage to the existing building sewer will require other permits and inspections. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be d-omplied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the pr v,isions of any state or local law regulating construction or the performance of construction. t3 b-t,� 1/,g i-T-W al�to Vf/ 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 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 I 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 I Engineering 417-4831 Fire 417-4653 I 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 . . . . . 12-00001626 Date 1/10/13 Application pin number . . . 451534 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due REPORT SALES TAX ----------------- ---------- ---------- ---------- ---------- on your state excise tax form Permit Fee Total 2949.85 2949.85 .00 .00 Plan Check Total 805.12 805.12 .00 .00 to the City of Port Angeles Other Fee Total 4.50 4.50 .00 .00 (Location Code 0502) Grand Total 3759.47 3759.47 .00 .00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned 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 by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls I 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 Planning 417-4750 I Building 417-4815 T:Forms/Building Division/Building Permit THE CITY OF )ORT NGELES ' For City Use P Perm it# W A S H I N G T 0 N ,- U . S. A Date Received: I ad I'Z'J I a- T N7 Perrr Date I 321 East Th Street Port Angeles, WA 98362 Date Approved L P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us a Building Permit ApDpDl i c tion ProjectAddress: L/ Main Contact: Phone # 447-5446 AmVe- Meborke- E-Mail: wloons(L)01. 4 707 Name Phone Property De 6 W- Owner MailingAddress Email — flo Box' (04 city state Zip R9-r-+ Anodw W/11- I W3&2- Contractor Name (-J /",, I Phone '&W-Sapi 6011vW(t4-) -7 '7, 61 +5 - 14 MailingAddress Email P0 city State , - I zip�X3 Contractor License# U Expiration: /0 J Project Value: Zoning: Tax Parcel# Lot# $ 43E3 Z--7 L) 0 1 (IL) i 47�-- T/Ocl Type of - Residential Commercial 13 Industrial 0 Public El Permit Demolition 0 Fire 11 Repair 0 Reroof(tear off/lay over) 11 For the following,fill out both pages of permit application: New Construction Remodel .0 Addition 0 Tenant improvement 0 Mechanical 0 Plumbing 0 Other 0 Existing Fire Sprinider System? Maximum height of structure Proposed Bedrooms Proposed Bathrooms Yes 0 No 0 2-- Project tt,/ O&PIlud aw'61e- !f Description I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued wi,thin 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature 12-- /3, /2- /h4t1(-e Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor 740 357 W.3q5- Second Floor e- , ' - *' 1000 55 X 0 Covered Deck/Porch/Entry Deck Garage 013 11 2AQ-' Carport Other(describe) Area Totals 46 d-390 11-3b�ff5l- Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT).of all Structures: Lot Size- %Lot Coverage 2465 SQ FT Site covernge(all impervious+ %Site Coverage structures)A65-t 1310 -=3�33 3('P 1 S 70 Mechanical Fixtures Indicate how many of each typ of fixture to be installed or relocated as part of this project.- Air Handler Size: # Haz/Non-Haz Piping #of Outlets: Appliance Vent # Heater($uspende4,Floor,Recessed wall) # W-wl- :�Ph't I Boiler/Compress Size: # Heating/Coolinj 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: Ventilatiop Fan,sipgle duct # 2- Furnace/Heat Pump/ Size: # Ventilati&System # Forced Air Unit lu",'e- V Y- t Plumbing Fixtures Indicate how many of each type of fixture to be installed.or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # 10 Vent piping # Sewer Line # jb Industrial waste pretreatinent # interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX CQ 12D3 F*PPAR A" RAN po p-T 4-t6i Kim I IAA J.he JD,C)% vc.-,bo -oo OB FK� 14� 7*111 n st, X, "ar Li "s-S, MR' W Ine Ire-- 'v 41 ap f,z ,'�T sjw I Is J m OR vp g, OWN .-A -�Xn4 vV;k:', 1W Pre)�criptive Energy Code Compliance for Single Family and Duplex Housing:Zone 1 Project Information Contact Infonnation Deb Volturno Drafting Solutions 1203 Georgiana Street PO Box 1246 Port Angeles, A 98362 Port Angeles, WA 98362 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 1. The following forms provide much of the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. hftp://www.energy.wsu.edu/code Glazing 9 Wall 12 Wall-ine Wall-exe Slab 6 10. Glazing U-Factor Door 2 Vaulted Option Area . 11 U-Factor Ceiling Ceiling3 Above Below Below Floor' on %of Floor Vertical Overhead Grade Grade Grade Grade R-49 or R-21 R-21 R-10 01 13% 0.34 0.50 0.20 R-38 R-3 8 Int.7 TB R-10 R-30 2' Adv. R-49 or R-21 R-21 R-10 25% 0.32 0.50 0.20 R-38 R�38 Int.7 TB R-10 R-30 2' Adv. R-49 or R-21 R-21 R-10 0111 Unlimited 0.30 0.50 0.20 R-38 R-38 Int.7 TB R-10 R-30 2' Adv. See WSEC table 6-1 for footnotes Glazing Schedule Attached to Document El Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option 111. All glazing and doors meet maximum U-factor.Alternate heating size method submitted. Option I or 11,Glazing to floor area limit(WSEC 602.7.2) Fj Area weighted window,skylight or door U-factor(WSEC 602.7.2) F-] As part of the heating system sizing calculation (IRC M1401.3 &WSEC 503.2.2) Radiant slab: n R-1 0 foam insulation, continuous with thermal break(WSEC 502.1.4.9) Chapter 9 Options Total of I Credit Required Opt. Opt. Description la High Efficiency HVAC Equipment 1 El lb High fffficiency HVAC Equipment 2 1c High Efficiency HVAC Equipment 3 —2 Hiqh Efficiency HVAC Distribution System 3a lEfficient Building Envelope 1 El —3b Efficient Building Envelope 2 1:1 3c Super-Efficient Building Envelope 3 El 4a Air Leakage Control and Efficient Ventilation El 4b Additional Air Leakage Control and Efficient Ventilation El —5a Efficient Water Heating El —5b High Effieciency Water Heating El 6 Small Dwelling Unit 1.0 7 Larqe Dwelling Unit F-8 Renewable Electric Energy *1200 kwh El Total Credits 1.00 WSEC Prescriptive Worksheet(2010 edition)Zone 1 WSUEEP10-010 Copyright2010 Glazifig Schedule Project Information Contact Information Deb Volturno Drafting Solutions 1203 Georgiana Street PO Box 1246 Port Angeles, A 98362 Port Angeles, WA 98362 Conditioned Floor Area 1357 Sum of UA for Heating System Sizingl 89.3 Sum,of All Glazing Areas From Below 226 Glazing to Floor Area Ratio 16.64% 602.7.2 Exception Ratio (not to exceed 1%) Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Qt. Feet inch Feet inch Area Area UA French Door 0.320 75% 1 5 6 8 33.3 33.3 10.7 French Door 0.320 75% 1 6 6 8 40.0 40.0 12.8 Metal Insulated @ Garage 0.200 1 3 6 8 20.0 4.0 1 lone Exempt swinging Door<24 Square Feet 1 0.6501 1 1 1 31 1 61 81 1 20.01 13.0 Sum of Glazing Area, Door Area, and UA (do not include exempt door) 1 73.31 93.3 27.5 Area Weighted U= UAIArea 0.29 Sum of Area and UA for Heating system size only(include exempt door) 1 73.31 11, 40.5 Vertical Glazing (Windows, Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing I D Description Ref. U-factor Qt. Feet inch Feet inch Area UA Sinale Huna 0.320 1 2 6 4 10.01 3.20 Sinale Huna 0.320 2 2 6 3 6 17.5 5.60 Horizontal Slider 0.320 1 4 4 16.0 5.12 Horizontal Slider 0.320 2 4 2 6 20.0 6.40 Fixed 10.320 1 13 1 2 16 1 7.5 2.401 Horizontal Slider 0.320 2 6 4 6 54.0 17.28 Horizontal Slider 0.320 1 5 4 6 2Z5 7.20 Fixed 0.320 1 2 6 2 5.0 1.60 Sum of Area and UA 152.5 48.80 Area Weighted U= UAIArea 1 0.321 WSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright2010 Simple Heating System Size: Climate Zone I Project Information Contact Information Deb Volturno Drafting Solutions 1203 Georgiana Street PO Box 1246 Port Angeles, A 98362 Port Angeles, WA 98362 Indoor Design Temperature 70 Outdoor Design Temperature 28 Design Temperature Difference (AT) AT=Indoor-Outdoor Design Temp 42 Conditioned Floor Area 1 13571 Conditioned Volume 12570 Glazing Copy Sum of UA from Glazing Schedule F---8-91 Attic U-Factor X Area UA R-49 0.027 27.0 R-38 Advanced 0.026 1 1 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA R-38 Vented 0.027 1 1 1 Above Grade Walls U-Factor X Area UA R-21 0.056 F--1-9-8-61 Floors U-Factor X Area UA R-30 0.029 I I Below Grade Walls U-Factor X Area UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade F-Factor X Length UA 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F-Factor X Length UA R-1 0 2' perimeter 0.54 192.8 R-10 Full - Heated 0.55 1 1 1 Sum of UA 439 Envelope Heat Load 1 184201 Btu/Hour Sum of UA X AT Air Leakage Heat Load 5702]Btu/Hour ((VolumeX 0.6)XAT)X.018)) Building Design Heat Load 24122113tu/ Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load I 24122113tu/ Hour If ducts are located in unconditioned space:Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 3618 Btu/Hour Building and Duct Heat Loss X 1.50 VVSEC Prescriptive Worksheet(2010 Edition) WSUEEP10-010 Copyright2010 L NQ L a, F_ oll, El I I ,®r, ! It V -7 I OF --Fl 71 Lb 4 + 1 4_1 T_ LL L J ?—A Z,!-7 tLZI 7)<, MA�s 77%i-14 V(W' ' ru j L-4- 6-1 A t-t Fri 4-A !,Sri if Lol 57 -IT Q Oil- T 5 V-1 it -J� I C-I!r �-X Ar L-U --- ----- - --- c TV T 7 -T-A1 71, 74- I I -Z:�! z- -4-4-- W j 7- o -F- 41 17 17 V z 2 -—-—-- it -Al------ j if L/, -�F T .-i- -4- -TT I Ji- 01 T-17 -T- a if j 9144C Irzr si 64 ce 1 $02 —r/-/1 - 41/1 17Z -i --T t it 11 4 It - A7 I ZI j y-51 4t :IE __L_iLL TIT jjk A_ -A j �_L i 7 1 )< 1 7 IL9:M.� a,st- I i/ I 1_7 L A IT, 17- 7_1 i -7 T-A-1 L —1 ........... 4-1---- 1-7 71 --Gi - _JL ol 10 jig CID —17 iz Ar�- 01Y c C, I 1E, 6) pzi 1 1 i I T-1 :IV i J i i it 77�- 41--- T-1 -L-4 ----------- -ov it S I it 4,7 4:77 j�-#M- 44! -FIE T111 -1 L 0 i �v 11 5X "W- L, L 1 i4il J5 I 1_4 If if 1 4 Til Y41 6�L,77�_ if MECAWind Version 2 . 1 . 1 . 3 per ASCE 7-05 Developed by MECA Enterprises, Inc. copyright 2012 www.mecaenterprises.com Date 12/3/2012 Project No. Company Name Zenovic & Associates Designed By SRH Address 301 East 6th Street, Suite #1 Description City Port Angeles Customer Name State WA Proj Location File Location: C:\Program Files (x86)\MECAWind\Default.wnd Detailed Wind Load Design (Method 2) per ASCE 7-05 All pressures shown are based upon ASD Design, with a Load Factor of 1 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 Damping Ratio (beta) 0.01 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 22.09 ft Type of Roof Hipped RHt: Ridge Ht 24.17 ft Eht: Eave Height 20.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area 1054.00 ftA 2 Bldg Length Along Ridge 40.00 ft Bldg Width Across Ridge= 25.00 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) Ao.167 0.23 Lzm: 1* (Zm/33) A Epsilon 427.06 ft Q: (1/ (1+0.63- ( (B+Ht) /Lzm) A0.63) ) A0.5 0.93 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) heta T T T T T T T h J id Kh: 2.01* (Ht/Zg) � (2/Alpha) 0.92 Kht: Topographic Factor (Figure 6-4) 1.00 Qh: .00256* (V) A 2*I*Kh*Kht*Kd 20.04 psf Cpww: Windward Wall Cp(Ref Fig 6-6) 0.80 Roof Area 1054.00 ftA 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 -12.12 -4.91 Side Walls -0.70 -15.53 -8.32 wall Elev KZ Kzt qz Press Press Total ft Psf +GCPi -GCPi +/-Gcpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 24.17 0.94 1.00 20.42 10.28 17.50 22.40 Windward 24.00 0.94 1.00 20.39 10.26 17.47 22.38 Windward 22.00 0.92 1.00 20.02 10.01 17.22 22.13 Windward 20.00 0.90 1.00 19.63 9.74 16.95 21.86 Windward 18.00 0.88 1.00 19.19 9.45 16.66 21.57 Windward 16.00 0.86 1.00 18.72 9.13 16.34 21.25 Windward 14.00 0.85 1.00 18.47 8.95 16.17 21.08 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location CP +Gcpi(psf) -GCPi(Psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.72 -15.87 -8.66 Windward - Max Cp -0.15 -6.16 1.05 Leeward Perp to Ridge -0.59 -13.66 -6.44 Overhang Top (Windward) -0.72 -12.26 -12.26 Overhang Top (Leeward) -0.59 -10.05 -10.05 Overhang (Windward only) 0.80 13.35 13.35 MWMS-Wall Pressures for Wind Normal to 25 ft wall (Along Ridge) Wall CP Pressure Pressure +Gcpi (Psf) -GcPi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.38 -10.08 -2.87 Side Walls -0.70 -15.53 -8.32 Wall Elev Kz Kzt qz Press Press Total ft Psf +Gcpi -Gcpi +/-Gcpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 24.17 0.94 1.00 20.42 10.28 17.50 20.36 Windward 24.00 0.94 1.00 20.39 10.26 17.47 20.34 Windward 22.00 0.92 1.00 20.02 10.01 17.22 20.09 Windward 20.00 0.90 1.00 19.63 9.74 16.95 Windward 18.00 0.88 1.00 19.19 9.45 16.66 19.53 Windward 16.00 0.86 1.00 18.72 9.13 16.34 19.21 Windward 14.00 0.85 1.00 18.47 8.95 16.17 19.03 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge CP Pressure Pressure +Gcpi(psf) -Gcpi(pof) --------------------------------- ------ ---------- ---------- 0.0 ft to 11.0 ft -0.91 -19.19 -11.97 11.0 ft to 22.1 ft -0.88 -18.58 -11.37 22.1 ft to 40.0 ft -0.52 -12.48 -5.27 MECAWind Version 2 . 1 . 1 . 3 ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaenterprises.com Date 12/3/2012 Project No. Company Name Zenovic & Associates Designed By SRH Address 301 East 6th Street, Suite #1 Description City Port Angeles Customer Name State WA Proj Location File Location: C:\Program Files (x86)\MECAwind\Default.wnd a7l— -------"2 A ZRoof not Movm 1 2: 1 12 21 1 2 'J 4 1 , S� 1 12 2 1 _J 4 P 2.t.--- 2 15 5�' a]f�3:,, 2 2 W Ils alls a Hip Roof 7<0<--27 a Wind Pressure on Components and Cladding All pressures shown are based upon ASD Design, with a Load Factor of 1 Width Of PreSSUrG Coefficient Zone "all = 3 ft Description Width Span Area Zone Max Kin Max P Min P ft ft ftA2 Gcp Gcp psf psf -------------------------------------------------------------------------- ROOF TRUSSSES 2.00 25.00 208.3 1 0.30 -0.80 10.00 -19.64 ROOF TRUSSES 2.00 25.00 208.3 2 0.30 -1.20 10.00 -27.66 ROOF TRUSSES 2.00 25.00 208.3 3 0.30 -1.20 10.00 -27.66 Khcc:Comp. & Clad. Table 6-3 Case 1 0.92 Qhcc: .00256*VA 2*I*Khcc*Kht*Kd 20.04 psf