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821 Joshua Street
Address: 821 Joshua Street PREPARED 11/04/16, 8:36:58 INSPECTION TICKET PAGE 4 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/04/16 ------------------------------------------------------------------------------------ ADDRESS . : 821 JOSHUA ST SUBDIV: CONTRACTOR C ANDERSON HOMES & DEV INC PHONE (425) 770-1477 OWNER GUSSMAN,JOHN/HICKEY,CATHERINE PHONE PARCEL 06-30-01-7-6-0120-0000- APPL NUMBER: 16-00001019 RES NEW SFR ------------------------------------------------------------------------------------------ REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PW99 01 11/02/16 RV PUBLIC WORKS FINAL 11/03/16 AP November 3, 2016 2:37:46 PM rvess. November 3, 2016 2:39:09 PM rvess. BL99 01 11/04/16 L BLDG FINAL November 4, 2016 8:35:38 AM jlierly. John 775-9361 1 PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ ME1 01 9/06/16 PB MECHANICAL ROUGH-IN 9/06/16 A September 6, 2016 12:11:38 PM pbarthol. September 6, 2016 4:37:10 PM pbarthol. ME99 01 11/04/16 L MECHANICAL FINAL -November 4, 2016 8:36:02 AM jlierly. ---------------------- -- ------------------------------------------------------------ PERMIT: PL 00 PLUMBI G P RMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----------------------------------------—----------------------------------------------------- PL6 01 8/04/16 JLL PLUMBING WATER SUPPLY 8/04/16 AP August 4, 2016 4:18:04 PM jlierly. Boone 460-6026 August 4, 2016 4:20:09 PM jlierly. PL2 01 9/06/16 PB PLUMBING ROUGH-IN 9/06/16 AP September 6, 2016 12:11:47 PM pbarthol. September 6, 2016 4:37:10 PM pbarthol. PL99 01 11/04/16 PLUMBING FINAL November 4, 2016 8:39:07 AM jlierly. --------------------- --------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES ►�?i DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00001019 Date 7/26/16 Application pin number . . . 039109 Property Address . . . . . . 821 JOSHUA ST ASSESSOR PARCEL NUMBER: 06-30-01-7-6-0120-0000- REPORT SALES TAX Application type description RES NEW SFR Subdivision Name on your state excise tax form Property Use . . . . . . _ . to the City of Port Angeles Property Zoning RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 183115 (Location Code 0502) ---------------------------------------------------------------------------- Application desc Single story abed, 2bath 2663sf SFR y ---------------------------------------------------------------------------- Owner Contractor GUSSMAN,JOHN/HICKEY,CATHERINE C ANDERSON HOMES & DEV INC P.O. BOX 443 1400 W. WASHINGTON ST. MEDINA WA 98039 STE. 104-178 SEQUIM' WA 98382 - (425) 770-1477 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc NEW SFR WITH ATTACHED GAR Permit Fee . . . . 1490.65 Plan Check Fee 968.92 Issue Date . . . . 7/26/16 Valuation . . . . 183115 v, Expiration Date 1/22/17 Qty Unit Charge Per Extension BASE FEE 1020.25 84.00 5.6000 THOU BL-100,001-500K (5.60 PER K)- 470.40 ---- ----------------------- - + Permit . . . . . . MECHANICAL PERMIT Q , Additional desc . . MECHANICAL i � Permit Fee . . . . 104.45 Plan Check Fee .00 Issue Date 7/26/16 Valuation . . . . 0 Expiration Date 1/22/17 '-" Qty Unit Charge Per Extension BASE FEE 50.00 `� 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 `nJ 4.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 29.00 1.00 10.6500 EA ME-HOOD/DUCT-MECH. EXHAUST 10.65 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . PLUMBING_ Permit Fee . . . . 177.00 Plan Check Fee .00 Issue Date . . . . 7/26/16 Valuation . . . . 0 Expiration Date 1/22/17 OQty Unit Charge Per Extension BASE FEE 50.00 10.00 7.0000 EA PL-PLUMBING TRAP 70.00 1.00 7.0000 EA PL-WATER LINE 7.00 �9 4.00 7.0000 EA PL-DRAIN VENT PIPING 28.00 1� 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 d ins ection s have not been requested within 180 days from the last inspection. I p 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 Contracto or Authorized Agent Signature of Owner(if owner is builder) T:Fonns/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD - PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping ]SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION.. . .._.. 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 16-00001019 Date 7/26/16 Application pin number . . . 039109 REPORT SALES TAX Qty Unit Charge Per Extension on our state excise tax form 1.00 15.0000 EA PL-SEWER LINE 15.00 Y 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles --------------------------------------------------------------- Special Notes and Comments (Location Code 0502) July 11, 2016 4:05:40 PM msanders. Residential 13D sprinkler system required July 25, 2016 10:09:15 AM permits. project will result in a single story SFR with 28% lot coverage Electrical load calculations and electrical permits are required. 1. Establishing Construction Access. 2. Install sediment controls BMPs. . 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. G. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 All construction work within the City right of way requires a separate Right of Way Construction application to be completed by the contractor and approved by Public Works Engineering prior to the start of work. A pedestrian or traffic control plan is to be submitted for approval with the application as necessary. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. The contractor making the connection to an existing water 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. 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. AllP rovisions of laws and ordinances governing this type of work will g g yp I be complied with whether specified herein or not. The granting of aper it does s not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or theperformance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 16-00001019 Date 7/26/16 Application pin number 039109 REPORT SALES TAX Special Notes and Comments on your state excise tax form Construct driveway and Sidewalks to City Standards. t, Concrete with exposed aggregate or other non-standard to the City of Port Angeles finishes(including colors or dyes)are not allowed in the City road right of way. Broom finish only. An inspection by (Location Code 0502) Public Works Engineering is required prior to pouring - - _ concrete. Public Works inspection request line 417-4831 A backflow device is required when a fire sprinkler system is installed (except for open systems) . Backflow devices are required when lawn sprinkler systems are installed. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . RES UNDERGRND SERVICE FEE 770.00 - SEWER SYSTEM DELV CHARGE 2260.00 STATE SURCHARGE 4.50 PW WATER SYSTEM USE FEE 2260.0.0 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due y Permit Fee Total 1772.10 1772.10 .00 .00 Plan Check Total 968.92 . 968.92 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 Grand Total 8035.52 8035.52 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct:'All provisions' of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS- Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water 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 MANUFACTURED HOMES: Footing/Slab 113locking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction - R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 THE 70,C, For City Use CITY OF s Permi W ,fie 5 H 1 til G. T 0 N. U . S. Date eed: I-1161 321 E 51h Street Date ved Port Angeles,WA 9836 FILE C P:360-417-4817 F•360-417-4711 , Email:permitsCa)cityofpa.us BUILDING PERMIT APPLICATION Project Address:821 Joshua St Port Angeles, WA 98362 Phone:360-504-1198 Primary Contact:Chris Anderson Email:chris@cahomes.build Name CA Homes, Inc. Phone 360-504-1198 Property Mailing Address Email Owner 495 W. Spruce St Suite 3 chris@cahomes.build City Sequim State WA zip 98382 Name CA Homes, Inc. Phone 360-504-1198 Contractor Address 495 W. Spruce St Suite 3 Email chris@cahomes.build Information CitySequim State WA zip 98382 Contractor License#CAHOMH 1 850QS Exp.Date:12/17/17 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) I-ot 12 Mountain View Estates P_RS9 06-30-01-76-0120 $--468-996.6@ 3 j 1l Residential 8 Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction 8 Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes N No ❑ Existing? Yes ❑ No El 2 3 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwater ci o a.us Project Description New single family residence with attached garage. Is project in a Flood Zone: Yes ❑ No8 Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within iSo days of submittal,the application will be considered abandoned and the fees will be forfeited. 7-5-16 Chris Anderson Date Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement 0 0 First Floor 0 1957 Second Floor 0 0 Covered Deck/Porch/Entry 0 245 Deck(over 30"or 2n floor) 0 0 Garage 0 461 Carport 0 0 Other(describe) 0 0 Area Totals 0 2663 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 9600 all structures a(o(o 3 s ft 28 118'6" Site Coverage (Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) 3130 33 Mechanical Fixtures Indicate how many of each-e of fixture to be installed or relocated as part of this project. Air Handler Size: O Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 1 0 Boiler/Compressor Size: # Heating/Cooling appliance # 0 re air/alteration 0 Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) 0 Fireplace/Gas Stove/Gas Cook Stove/Misc. 0 Fuel Gas Piping 0 of Outlets: Ventilation Fan,single duct 4 Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 10 KW 1 0 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps 0 Water Heater # 1 Plumbing Vent piping 4 Medical gas piping #of Outlets: 0 Water Line # Fuel gas piping #of Outlets:0 Sewer Line # Industrial waste pretreatment 0 1 interceptor Grease Trap) Size Other(describe): T:\Forms\2015 CED Form Updates\Building&Permitting\BP\Building Permit 20150415.docx 20 t6'0' Porch 03 a,�. � 3• (Covered) 72'x 60"OX 72"x 60"XO 60"z 72'O% 60"x 72"X 60"x 82"OX St-DR'�-p-3,n• w/60"x12.5 FX Transom 2x6 Wall (Bearing) Master Bedroom 0 `I6 91R' 4® a Great Room Dining 0•-5. I I�Ixsl�l H ©I - _ -4'- _� 81, I � Ie S Utility Rho ) I I F-- Kitchen l D _ £ • 2x6 Wall • �y�T�J tl�R �A~�� y Pant ° _ Bath Garage 0 eF um� 5'-T '-6' 4 _ I I BEDROOM I I I I I I BEDROOM 72"z 60"XO I r-Io tn' Porch (Covered) 72"x 60' 20' `III ii'.6 16.-0.. J OMain Floor Plan Structural Area Scale: 1/4"=V-0" Main Floor Living 1,956.85 sq.ft. Garage 460.63 sq.ft. FIDor Plan Notes: Front Covered Porch 102.25 sq.ft. 1.Use conventional framing and sheathing U.N.O. Rear Covered Porch 142.50 sq.ft. 2.All exterior walls to be 2x6 framing @ 24"O.C.U.N.O. 3.All interior walls to be 2x4 framing @ 24'0.0 U.N.O. Millwork Plain Plan Notes, 4.All door jambs to be set off walls 4.5"Typ,U.N.O. 1.Interior doors to be Raised 2-Panel,primed. 5.All dimensions are to face of framing U.N.O. 2.Base-5 1/4"Ogee-MDF,Casing-3 1/8"Colonial-MDF 6.All Window Headers to be 6"x12"set at 94 5/8"off sub floor U.N.O 3.Exterior Door-Fiberglass TBD,composite Iamb,bronze threshold,deadboll prep Kwikset Chelsea Handleset w/Tustin interior,Brushed Nickle 7.All door headers'to be framed at 82 5/8"U.N.O. 4AII Windows to be 3-way drywall wrap w/silliapron B.Floor height at this floor is 109 1/8"U.N.O. 5.Kwiksel Tustin Door Hardware,Brushed Nickle 9.Door height at this Boor is 6.4". 6.Countertops-All Kitchen and Bathroom to have Slab Granite Tops 10.All windows to bJa Plygem-.30,U-value-min. ifT�C PLAN# DESCRIPTION DATE Scale: �l J Lot 12 -821 Joshua St, Port Angeles WA 98363 Ii��D�e�ma�15 06-25-ZDt6 Al ;NIBUILD SPEC CA-1956 Presold Spec Home ;comm,wa 966x2 p 1/4"-1'-0" AHomes.build 80 .00' P. L . 2 5.0 0' S.B. Fence by CA Homes Drywall (11 Yards) F— — — — — — — — — - I I Fence by CA Homes ° v ■ I � I .J ■ ° Fence by CHomes - 00I I U) I CA- 1956 I I Q Q 00 I I � II I o 0 N II I 0 N Ir-------�� LI r P II Lot 12 I II LI � I II , I N �, II II II II , I II I II II II I I II II. D O D I11 I I v P I I I p Er II � II ° 25.00' S.B. 80 .00' P. L . 821 Joshua Street PLAN# Scale: C HOMES Lot 12-821 Joshua St, Port Angeles,WA 98363 °°^' °°°°°°°°^° °°°°.�I° A 0 —qmm oE51Gu�DlIIID 5?Ef. CA-1956 Presold Spec Home r'-101-0^ A r/ I OD CD / CO osh G d sf a _ N v _• •. w' I 00 JIF OD � 1 N k I .I co 'I., 4A Glazing Schedule Project Information Contact Information Lot 12 82 Joshua St CA Homes Port Angeles,WA 98362 Christopher Anderson 360-504-1198 R402.3.3 Exception(15 sq.ft.max.) Vertical Glazing(Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet inch Feet inch Area UA ys r l3e'dii5' ,,,,,, trfl 6 :, 60.0 18.00 .,�....... �Y �Czr„eat'[ • _..,� + �. ..., � 02" 34.6 10.38 36.0 10.80 nt>i# �� 30.0 9.00 =�'� �,Bervort� ;/� a �""'" ` ,:..:.... 30.0 9.00 throom, s 12.0 3.60 � fb �� a rcyi @\ ... h 0.0 (1.00 Ow 0.0 0.00 ' 0.0 0.00 77Ms,.,: a �� 0.0 0.00 'row, G 3 ,.�� ..,.. .. .." ,; 0.0 0.00 wa / rr ....i,: VSs,,, 0.0 0.00 X_ 17u 0.0 0.00 ts,}}y= {r° aa. %^rrtt§5>sntt 3 7t _ h 0.0 0.00 �.,.... fir,r�s' ..�..� zs�..:: vim...... Y,,,.,,,,'r...m 'r;«-,<.:." � a�' `«arwd,s,,;..,,., .... •'' 0.0 0.00 a.:a, s•... ,...' iii..,... ....... ::.. -s,.<s.<.. 0.0 0.00 „r>, ,..,>:>,=rv`2 %,,6.///r�k F,'u. 0.0 0.00 a 0.0 0.00 0.0 0.00 711 Farm.,, 0.0 0.00 rt 0.0 0.00 0.0 0.00 0.0 0.00 .r z 0.0 0.00 7 � a 0.0 0.00 0.0 0.00 tittr .-:w• �� `a///Il� 'r ., � X02:a. .....:: ,: O.l) 0.00 W, RON',,r �/�t,z ��" �� �� �>.,.0,, 0.0 0.00 0.0 0.00 <t.... " 0.0 0.00 S•st aa_ .�s, a.��._ = - 11:0 0.00 Z -rt'tst -E' 0.0 0.00 . ate 0.0 0.00 t iyv ,t 0.0 0.00 Sum of Area and UA 1 282.61 84.78 Area Weighted U=UA/Area 1 0.30 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code tWSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average 1-1-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Heating System Type: (*All other systems QHeat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 42 Port Angeles - • AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) Average Ceiling Height Conditioned Volume InStrUGtl[1i1S Average Ceiling Height(ft) ;r�; <.,•�9•0. 17,613 Glazing and Doors U-Factor X Area = UA Instructions 0.30 84.78 Skylights ights U-Factor X Area = UA i 7r Instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions R-49 •'. fi0.026 50.88 Single Rafter or Joist Vaulted Ceilings LI-Factor X Area UA Instructions No Vaulted Cetlings in this project �-T' Above Grade Walls(see Figure n 1.1-Factor X Area UA Instructions 0.056 90.24 R-21 Intermediate �� fit" �,-,. Floors LI-Factor X Area UA tJ57 .„'. Instructions3�, R_30 s 0.029 �� 56.75 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions No Below Grade walls m this project - Slab Below Grade(see Figure v F-Factor X Length UA Instructions In No Slab Below Grade in this project. --- sr- Slab on Grade(see Figure a F-Factor X Len th UA Instructions No Slab on Grade in this prgect. �' - Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space w 1.10 Sum of UA 282.66 Envelope Heat Load 11,872 Btu/Hour Fi-gure 1. Sumof UAXAT Air Leakage Heat Load 7,989 Btu/Hour VolumeX 0.6XATX.018 Abo4e Grade Building Design Heat Load 19,861 Btu/Hour '•m:,,; Air Leakage+Envelope Heat Loss Building and Duct Heat Load 21,847 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 30,586 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information h rt���� Chrlst �: @'rSc3. f 4 �$ � 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 7-5-16 Date ..... ;.' : Al1Chmate:Zones, :; � «. ....' R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceiling 49i 0.026 Wood Frame Wall9.k,' 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall`,k 10/15/21 int+TB 0.042 Slabd 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: 01.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. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ 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 ❑ 3a High Efficiency HVAC 3a 0.5 ❑ 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 P-1 1.5 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 1.50 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/2012/`20Res/`20Energy.pdf Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci .=continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. Exception: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where the SHGC for such skylights does not exceed 0.30. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R- 13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Basement wall insulation is not required in warm-humid locations as defined by Figure R301.1 and Table R301.1. g Reserved. h First value is cavity insulation, second is continuous insulation or insulated siding, so "13.+5" means R-13 cavity insulation plus R-5 continuous insulation or insulated siding. If structural sheathing covers 40 percent or less of the exterior,continuous insulation R-value shall be permitted to be reduced by no more than R-3 in the locations where structural sheathing is used to maintain a consistent total sheathing thickness. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. ' For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. k Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Log and solid timber walls with a minimum average thickness of 3.5 inches are exempt from this insulation requirement. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. G oSpringTM hybrid electric water heater i Model#GEH50DFEJSR FEATURES I T e Electron' ic ED tro tip Fuel Type Electric Operating Hybrid(Default Made) %V sr. Heat Pumper . h High Demand/Boost Om ElectncAFanlOff) � _ vacate: r Vacation Setting 3 to 199 days ....... Rerrfiate Acc, s� :, 2-wo'y comrrrunication Renewable Air Filter Washable(included) Precise Temperature Setting 100-140'F Range Temperature Setting Factory DefaultM T Condensate Collector Integrated(tubing and fitting not •' :<` included) r' WiF�Co ect '� Optional(Re4uires pa tno j tePBX 0Wg0Y0) ��... .�: i • -3.25 Energy Factor -Saves the average 2-4 person household$170- $330 every year*in water heating expenses(*http:// www.energystar.gov) • -70%more efficient than a standard electric 50-gallon water heater • -Provides the some amount of hot water as a traditional 50-gallon standard electric water heater with 69 gallons first-hour delivery • -Installs like a standard electric water heater with the same top water and electrical connections,making replacing your old standard water heater quick and easy • -Electronic controls with 4 operating modes plus i a vacation setting make it simple to select the temperature and optimal energy savings performance • -Utilizes heat pump technology to absorb the heat in ambient air and transfers it into water,making GeoSpring an efficient and environmentally friendly water heater • -Qualifies for state and local utility rebates and tax credits I • -Designed for common indoor installation in areas such as:basement,garage,closet,utility room,attic,etc I • -Limited 10 year warranty provides peace of mind and dependability • -Proudly Made in America,product contains 70 to 90% U.S.content.Details at geappliances.com/USA • -Exceeds 2015 ENERGY STAR®requirements Reduces an average household's water heating expenses by 70% • -Saves approximately$389 per year-that's a savings of$3,890 in operating costs over a 10-year period • -When you use the ConnectPlus module(PBX10WOOYO purchased separately)with your GeoSpring,you can control and monitor your water heater using the GeoSpring app on your smartphone. mare q"esti s?P}edscptactf SC€ 6� 40 poSpnngTM hybrid electric water heater i Model#GEHSODFEJSR APPROXIMATE DIMENSIONS(HxDxW) • 603/4 in x 23 1/4 in x 213/4 in CAPACITY • Unit Capacity 50 Gallons Claims&Certifications • ENERGY STAR®Qualified • UL • MADE IN AMERICA:70 to 90% U.S.Content WARRANTY • Parts Warranty-Limited 10 year entire appliance • Labor Warranty- Limited 1-year entire appliance g Haue rr oFe estror s�Please3conta J-1-800-626 2OCJ6 jj qq 1 4 i /77 35 F t ;i zm- i5� 32777 �`�SlONAL�G t t t 1 _ i --- --� --- ... - -- .. .. 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Copyright www.mecaenterprises.com Date 11/24/2015 Project No. JobNo Company Name Zenovic & Associates Designed By Engineer Address Address Description SA for Residence City Port Angeles Customer Name Customer State WA Proj Location 71 Jara Way, Sequim, WA File Location: C:\Users\Martin\AppData\Roaming\Mecawind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht = 12.36 ft Type of Roof = GABLED RHt: Ridge Ht = 16.72 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= 1.33 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 50.00 ft Bldg Width Across Ridge= 49.67 ft MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 All pressures shown are based upon ASD Design, with a Load Factor of .6 See ft 27.6-2 iar Parapet-wind Roof Pressures Pressures See Table 27.1-2 Mem ht. Pb e Wag Pressures MAnd� $00 Table 27.6-1 8 Plans Po El®vatlon ! a ! 4 .ma'''r �► 9s1�{ VAN Gabled Roof Roof efte presatm f m "k Zma 1 or 3 as apptkable pf of P) i Wind DirectionT T T T s■rr� PWA MWFRS Pressures for Wind Normal to 50 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 = 0.99 h: Height to top of Windward Wall = 8.00 ft y ph: Net Pressure at top of wall (windward + leeward) = 21.18 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.18 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.44 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.05 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.13 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.13 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 12.361 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 5 -14.52 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -12.00 psf Povh3: Overhang pressure for zone 3 = -14.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 4.15 psf Povh3: Overhang pressure for zone 3 = .00 psf MWFRS Pressures for Wind Normal to 49.67 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 1.01 h: Height to top of Windward Wall = 16.72 ft ph: Net Pressure at top of wall (windward + leeward) = 21.45 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.35 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.60 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.14 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.31 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.21 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 12.361 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 5 -14.52 .00 Note: A value of '0' indicates that the zone/load case is not applicable. ROOF OVERHANG LOADS (FIGURE 27.6-3) : LOAD CASE 1: Povhl: Overhang pressure for zone 1 = -12.00 psf Povh3: Overhang pressure for zone 3 = -14.90 psf LOAD CASE 2: Povhl: Overhang pressure for zone 1 = 4.15 psf Povh3: Overhang pressure for zone 3 = .00 psf 80mOO ' PmLm 2 5.0 0' S. B . Fence by CA Homes Drywall (11 Yards) I I Fence by CA Homes pv J — — — — — — — D Fence by CAI Homes vInd CA- 1 956 v II ■ _ p o II II � O O COI I I 00 'W I N I I I 00 W- II N Lot 12I I I I-I I I II II Ii N II II II I II II II � i II I I D I D S ° v D I — I p ° L D D p Dp ® v D _ v i> v v v p pD V'v II II ° � D D v ® Sewer Stub`_I . v D v II v D v v D 25.00' S . B . p 80 , 00 ' . L , 821 Joshua Street PLAN # DESCRIPTION DATE Scale. CAHOMES Lot 12 - 821 Joshua St, Port Angeles, WA 98363 CmsbucbmDmumer� Ds-25.2D16 CUSTOM•DESIGNBUILD•SPEC CA-1956 Presold Spec Home V- 101-0. AO 495 W.Spruce St.,Suite 3,Sequim,WA 98382 v^ 360-504-1198-chrisQCAtiumes.build C LENGIN LING ® Lot)SURVEYING & ASSOCIATES 301 East 6th Street,Suite 1 Port Angeles,Washington 98362 I N C O R P O R A T E D (360)417-0501 August 25, 2016 Fax(360)417-0514 E-mail:zenovic@olympus.net Mr. Jim Lierly City of Port Angeles Department of Community & Economic Development 321 E. 5th Street Port Angeles, WA 98362 SUBJECT: 821 Joshua Street, Port Angeles, Washington Dear Mr. Lierly: This office has reviewed the structural calculations and performed a site inspection to address a nailing issue at the#6 shear walls on the residence noted above on Joshua Street. To address the fact that a horizontal joint at abutting panel joints in a #6 shear wall requires a double stud or plate which did not occur on this project the following repair is necessary: - Below the six foot wide windows between the #6 shear walls 2x6 blocking shall be installed between the studs. It shall be nailed down to the sole plate with 10d nails at 6" o.c. staggered. In 2 locations under each window a '/2" x 10" wedge anchor should be installed from the block down into the concrete stemwall. The existing structural sheathing on the exterior shall be nailed to this blocking with 8d nails at 2" o.c. This repair applies to both windows between the #6 shear walls. Provided the repair i completed p s co p eted as noted above the structure will be in general conformance with the requirements of the plans and calculations Please call me if you have any questions on this matter. S7�, Tracy Gudgel, P.E. Fc: JN 16269 PAY D: G WA ` ,p-,�3 27777�Vp z; .