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Home My WebLink About1520 Pendley Court Address: 1520 Pendley Court PREPARED 5/25/16, 8:20:49 INSPECTION TICKET --- -- PAGE' 15 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/25/16 ---—-----------—-------------------------------------------------------------------—----- ADDRESS . : 1520 PENDLEY CT SUBDIV: CONTRACTOR : PHONE : OWNER PAMELA KERWIN PHONE : (360) 912-3595 PARCEL 06-30-01-8-6-0070-0000- APPL NUMBER: 15-00000418 RES NEW SFR ------------------------------------------------------ ------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----------------------------------------' - - BL1 01 6/05/15 JLL BLDG FOUNDATION FOOTING 6/05/15 AP June 5, 2015 10:23:12 AM jlierly. Bruce June 5, 2015 4:20:20 PM jlierly. BL2 01 6/09/15 JLL BLDG FOUNDATION STEM WALL 6/09/15 AP June 9, 2015 9:10:46 AM jlierly. bruce June 9, 2015 4:50:39 PM jlierly. BEE O1 6/26/15 PB BLDG FLOOR FRAMING 6/26/15 AP June 26, 2015 5:01:21 PM pbarthol. June 29, 2015 8:33:51 AM pbarthol. BLSH O1 8/05/15 JLL BLDG SHEATHING 8/06/15 AP August 5, 2015 8:48:40 AM jlierly. Bruce 912-0079 August 6, 2015 9:09:18 AM jlierly. BAIR O1 11/05/15 JLL BLDG AIR SEAL 11/05/15 AP November 5, 2015 9:29:54 AM jlierly. November 5, 2015 4:29:47 PM jlierly. BL3 01 11/05/15 JLL BLDG FRAMING 11/05/15 AP November 5, 2015 9:30:12 AM jlierly. BRUCE 912-0079 November 5, 2015 4:29:47 PM jlierly. BLI O1 11/19/15 JLL BLDG INSULATION 11/30/15 AP November 19, 2015 10:39:47 AM jlierly. bruce 912-0079 November 30, 2015 12:38:57 PM jlierly. BL99 01 5/25/16JL BLDG FINAL May 24, 2016 12:14:59 PM jlierly. ------------------------- Bruce 912-0079 ------------------------------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------——--------------------- —- -----—- -- ME99 01 5/25/16L MECHANICAL FINAL May 24, 2016 12:15:20 PM jlierly. PERMIT: PL 00 PLUMBING IT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------------------—---------------------------------—-- PL6 01 6/17/15 JLL PLUMBING WATER SUPPLY 6/17/15 AP June 17, 2015 9:40:01 AM jlierly. bruce 912 0079 June 17, 2015 4:53:10 PM jlierly. PL2 01 9/01/15 JLL PLUMBING ROUGH-IN ----------------------------------- CONTINUED ONTO NEXT PAGE ----------------------------- ----- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 � l Application Number . . . . . 15-00000418 Date 5/08/15 Application pin number . . . 099446 Property Address . . . . . . 1520 PENDLEY CT ASSESSOR PARCEL NUMBER: 06-30-01-8-6-0070-0000- 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 (Location Code 0502) Application valuation . . . . 112868 -- ------------------------ Application desc 1196SF SFR W/84SF PORCH 340SF GARAGE 3BED 2BATH ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PAMELA KERWIN OWNER 1520 PENDLEY CT PORT ANGELES WA 98363 (360) 912-3595 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 1620SF SFR 3BED 2BATH Permit Fee . . . . 1093.05 Plan Check Fee .00 Issue Date . . . . 5/08/15 Valuation . . . . 112868 Expiration Date 11/04/15 Qty Unit Charge Per Extension BASE FEE 1020.25 13.00 5.6000 THOU BL-100,001-500K (5.60 PER K) 72.80 ----------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc . . SFR MECHANICAL Permit Fee . . . . 141.60 Plan Check Fee .00 �{ Issue Date . . . . 5/08/15 Valuation . . 0 Expiration Date 11/04/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 14.8000 EA ME-FURN/HP/FAU < OR = 5 TON 14.80 3.00 7.2500 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 . . . . 5/08/15 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 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. ZI� t �2 c1�� 1'1'/eC'o Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Onl T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet I Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000418 Date 5/08/15 Application pin number . . . 099446 REPORT SALES TAX Qty Unit Charge Per Extension on your state excise tax form 1.00 15.0000 EA PL-SEWER LINE 1 1.00 7.0000 EA PL-WATER HEATER 7.00 to the City of Port Angeles -- -Notes Note--and Special Comments -----------------------I--------- --- (Location Code 0502) Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. All homes in new subdivisions that are outside of the Fire Department four-minute response area shall be equipped with residential fire sprinkler systems that comply with the International Fire Code (IFC) and National Fire Protection Association (NFPA) . Electrical load calculations and electrical permits are required. Ditches & 12" culverts will. be installed to City Stanards. See Public Works Engineering for Standards. 20 foot easement on west property line and 10 foot on north property line to remain clear at all times. Infiltration trenches for downspouts and foundation drains per plan. Separate Right of Way Construction permit required for driveway and culverts Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 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 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS — Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking i£Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION .� 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 3 Application Number . . . . . 15-00000418 Date 5/08/15 Application pin number 099446 REPORT SALES TAX Permit Fee Total 1369.65 1369.65 .00 .00 on your state excise tax form Plan Check Total .00 .00 .00 .00 Other Fee Total 5294.50 5294.50 .00 .00 to the City of Port Angeles Grand Total 6664.15 6664.15 .00 00 (Location Code 0502) Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-In Water Line Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted b AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pum /Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type Date Accepted By Electrical 417-4735 Construction- R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE NFor City Use �C TY ,_, n Permit# W A S H 1 r _T 0 N, U. S. Date Received: 321 E 51h Street �� b D to Approved Port Angeles,WA 9836 C o p / P:360-417-4817 F:360-417-4711 / � / B Email:permits(&cityofpa.us BUILDING PERM PPLICATION Project Address: 1520 Pendley Court Port Angeles, WA 98363 Phone:360-912-0079 Prima Contact: PHA C nstruction Supervisor Email:bmcco en eninsula ha.or Name amela Kerwin Phone 360-912-3595 Property Mailing Address 2239 W. 12th Street Email prdmarinemom2002@yahoo.com Owner city Port Angeles State WA zip 98363 Name Owner/Builder Phone Contractor Address Email Information City State zip Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Lu-t -7 P& (�,�� o�S cl 3v l ?6-00-70 $ 112,868.00 esidential 8 Commercial ❑ Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following,fill out both pages of permit application: (check New Construction 8 Exterior Remodel ❑ Addition ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes ❑ No 1] Existing? Yes ❑ No D 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 family residence with attached garb Now family residence with attached garage St 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 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. 4120[1,5— Date Print Name Signature Residential Structures Existing Proposed Construction For Office Use Area Descriptions(SQ FT) Floor area Floor area $Value new area Basement First Floor 1196 $101,660.00 Second Floor Covered Deck/Porch/Entry 84 $1,008.00 Deck(over 30"or 2" floor) Garage 340 $10,200.00 Carport Other(describe) Area Totals 1620 $112,868.00 Commercial Structures Area Descriptions(SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov_lot size) Max Bldg Height 9015 all structures sq ft 17.9 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov_lot size) 2194 24.3 Mechanical Fixtures Indicate how ma.ny of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor,Recessed wall) # 3 Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # 3 Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit 112k BTU 1 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # s Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment 1 interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit4-17-13.docx � 52 �' i ao f a �' ( 4 � 76 617 233 �Fa� 2 0827 116" 26 X.(\ 3 17 O 3223 0 15 22 2. 28 2 130x1 O � 32 i231 14 1 907 j 32 32 a / \ 1 30 28 71 8 23 f ' 4 y�l`a 2 2 313 25 1322 5 J� 321 ' O 0 21 4 G`G 27406 61 31 0 t Qt 13T 21 26.'4 Q � 26 11,T 06 2'm 3 � 5 �a �3 3 27 3 1 910 1320 28 K. 719 9 3 0 3 z �� -9 5 -' 10 14 1 292 Q� 1 18 2 j 30 2 �q 1 j 14 z �� / 01 �1fj $ J 37 i� 411 T Qi 14 sf , 3, 21 Q� \. 41 16 1?212 13 3 15 13r. 7 4 12 14it' 14Q2 14 5 26 I '7-6 10 � 1 ?ai8 ' 8 7 1 ifs' 230 /5 9 io�a 6 11 8 1128 �� 1s g1 9 13 14 4092 416 15 ,5: 12 10 8 173 / 622 142 � 15 ij 11 30 2301 50 �w o �6f 315 11912 » 14 2 94� t 14- 15 " hS 34 i 'd' 2 25 \ � f / \ 30 _ 131 1 1511 / 220 32 12 7s� 6 01 30 8 2 8 hS f / 2 2 1 t r, 1 72 30 / g 4 to 10 2202 20 11 2 12 S 13 rr 20 62{ 2 14 •i . .�• 62 13 11 15 /; Prescriptive Energy Code Compliance for All Climate Zones in:Washington;. Project InformationContact Information Parnela�Kerwin m Peninsula Ho s nAu#hori 1520 Pendley Court �� 2603 S�Franc�s r Port An eles„WA 98363 .M.. ,g � . Port AngelesWA98362 a ;' 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' 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. 49' 0.026 Wood Frame Wall9`k,l 21 int 0.056 Mass Wall R-Value' 21/21h 0.056 Floor 309 0.029 Below Grade Wall`,k 10/15/21 int+TB 0.042 Slab 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. ❑2. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. 113. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Dwelling unit other than one and two-family dwellings and townhouses: Exempt As defined in Section 101.2 of the International Residential Code Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 ❑ lb Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b 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 0 1.0 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 "1200 kwh 0.0 Total Credits 1.00 *Please refer to Table R406.2 for complete option descriptions http://www.energy.wsu.edu/Documents/Table 40612 Energy Credits 2012 WSEC.pdf W N NORTH 1 • (( nn I � vl 0 DS SITE PLAN 410 ,,pp 1'=201,-0' 1520 PENDLEY COURT PORT ANGELES, W O O PENDLEY ESTATE LOT 7 FFE HOUSE LOT SIZE 10280SF as,s� LOT COVERAGEi1620/10280=15,8% ;.� SITE COVERAGE►2084/10280=20,3% I ��SQp�Pti� O (� DS O� I DS 4' WAL ' _ MAX SLOP %' 9'-9# R . Iii �' FR Ds O (2) 30 INFILTRATION 3 •�° TRENCHESL 2 > Z J P UGP UGP GP UGP-- O u � Q H � .tel P � � PENDLEY COURT S33 '1 4 15 � . 5 CC nn � 10' EMTS / r-) l.J I 1 - ' 1 rtI 14 I 1 l; I _ I I i I , -1--i-L-�—k- ' I I 1 f I � � i �--�- � -�-----�-"-- 1 ' ► � I -i--=- ! �—< `G t t.�A i f - _ - � �_�ii Wim, . • ; I l r ` ' i I .T` ► ='�' ;�s��_7'i ' `�--tl-' j I 11 ► I � � .(tel i � �__-�___ l ii � � � I {-i- I � i � I I�I All ell �' t F I I Aluln _T--�_-+- �`�-- I ' I � ! } --; 1-L-�--f-T,l-Jr--�;-�_I � I ; i I ` .TT_T�- A-T F Al-- I -4-L i IT lZI C- it it L 11 IV, If 'I 611 is ; I 7-f A (99, e � I ! �,� T�i�3��i—� i I �—�---; , t ; I i —i T T� � I ;— 199'IT' Fl—' I-,.'L 3 4,4 fi I I Z-1 z ZL f I i i-- -i I i i + i I -1 -I-�-- 16 1 i J L Vt, I _I- �l7 1 I ; I I L I I f I I f ! I I ! FT iCA — I _ Y u,s i ' ! IV Q f i i I /•—;I�i{lam, I ! I f i I ({ I i /I 1 � , i { I F If fizio i I I —t— I I I I l-it {{ 7777 1 I I ! ' fill -*- kS it ' I tq, LJ Iz-j 11 Ji 7Z-- F�r el lre� it it V17- _F14 i6lK tj k ; it it r=�LiS j= les �� I l I , p { —7 --r"-- T—F— _7% if 17 ill 17'7-, e!�—A Ar -,V-t �ee� A Z t r jam_ MECAWind Version 2 . 1 . 0 . 5 per ASCE 7-05 Developed by MECA Enterprises, Inc. Copyright 2012 www.mecaencerprises.com Date 10/16/2012 Project No. 12176 Company Name ZENOVIC & ASSOCIATES, INC. Designed By SRH Address 301 EAST 6TH STREET, SUITE 1 Description 28x40 SFR City PORT ANGELES Customer Name PENINSULA HOUSING AUTHORITY State WA Proj Location CLALLAM COUNTY, WA File Location: X:\12176 HOUSING AUTHORITY\ENGR\Structual\SFR DESIGN C.wnd Detailed Wind Load Design (Method 2) per ASCE 7-05 Basic Wind Speed(V) = 100.00 mph Structure Type = Building Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0. 65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg Ht: Mean Roof Ht = 10.00 ft Type of Roof = Gabled RHt: Ridge Ht = 12.00 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 1316.00 ft^ 2 Bldg Length Along Ridge = 52.00 ft Bldg Width Across Ridge= 24 .00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc* (33/Zm) ^0.167 = 0.23 Lzm: 1* (Zm/33) ^Epsilon = 427.06 ft Q: (1/ (1+0. 63* ( (B+Ht) /Lzm) ^0.63) ) ^0.5 = 0. 94 Gust2: 0. 925* ( (1+1.7*lzm*3.4*Q) / (1+1.7*3.4*lzm) ) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Figure 6-6 External Pressure Coefficients Cp - Loads on Main Wind-Force Resisting Systems(Method 2) vie heta h L z EL P 14 J B B Kh: 2.01* (Ht/Zg) ^ (2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256* (V) ^2*I*Kh*Kht*Kd = 18.47 psf Cpww: Windward Wall Cp (Ref Fig 6-6) = 0.80 Roof Area = 1316.00 ft^2 Reduction Factor based on Roof Area = 0.80 MW-FRS-Wall Pressures for Wind Normal to 52 ft wall (Normal to Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -11.18 -4.53 Side Walls -0.70 -14.32 -7.67 Wall Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCpi +/-GCpi Kip K-ft -------------------------------------------------------------------------------- Windward 12.00 0.85 1.00 18.47 9.24 15.89 20.41 12.74 76.42 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof Location Cp +GCpi(psf) -GCpi(psf) ----------------------- ------- ---------- ---------- Windward - Min Cp -0.45 -10.39 -3.74 Windward - Max Cp 0.01 -3.17 3.48179'10 Leeward Perp to Ridge -0.57 -12.27 -5.62 Overhang Top (Windward) -0.45 -7.07 -7.07 Overhang Top (Leeward) -0.57 -8.95 -8.95 Overhang (Windward only) 0.80 12.56 12.56 MWFRS-Wall Pressures for Wind Normal to 24 ft wall (Along Ridge) Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.29 -7.90 -1.25 Side Walls -0.70 -14.32 -7.67 Wall Elev Kz Kzt qz Press Press Total Shear Moment ft psf +GCpi -GCpi +/-GCpi Kip K-ft -------------------------------------------------------------------------------- Windward 12.00 0.85 1.00 18.47 9.24 15.89 17.14 4.94 29.62 Note: 1) Total = Leeward GCPi + Windward GCPi 2) Shear and Moment are sum of forces (Leeward+Windard) acting on bldg walls. Note that the shear & moment don't consider loads on roof or end gable. Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf) -GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 5.0 ft -0.90 -17.46 -10.81 5.0 ft to 10.0 ft -0.90 -17.46 -10.81 10.0 ft to 20.0 ft -0.50 -11.18 -4.53 20.0 ft to 52.0 ft -0.30 -8.04 -1.39 MecaWind Pro x2 . 2 . 4 . 5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaentercri-ses.com Date 9/18/2014 Project No. JobNo Company Name True Designed By Engineer �I J� C•• Address Address Description Description rr V(J City City Customer Name Customer State State Proj Location Location File Location: C:\Users\TRACY\AppData\Roaming\MecaWind\Default.wnd Directional Procedure Simplified Diaphragm Building (Ch 27 Part 2) Basic Wind Speed(V) = 130.00 mph Structural Category = III Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt - 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg Ht: Mean Roof Ht = 10.00 ft Type of Roof = GABLED RHt: Ridge Ht = 12.00 ft Ent: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 52.00 ft Bldg Width Across Ridge= 24.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft 1zm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.94 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Topographic Adjustment 0.33*z = 1.00 Kzt (0.33*z) : Topographic factor at elevation 0.33*z = 1.00 Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 130.00 mph MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2 Al_ pressures shown are based upon ASD Design, with a Load Factor of .6 MWFRS Pressures for Wind Normal to 52 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 = 0.46 h: Height to top of Windward Wall = 8.00 ft ph: Net Pressure at top of wall (windward + leeward) = 21.18 psf p0: Net Pressure at bottom of wall (windward + leeward) = 21.18 psf ps: Side wall pressure acting away from wall = .54 * ph = -11.44 psf pl: Leeward wall pressure acting away from wall = .38 * ph = -8.05 psf pwh: Windward wall press @ top acting toward wall = ph-pl = 13.13 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.13 psf ROOF PRESSURES PER. TABLE 27.6-2 h: Mean Roof Height = 10.000 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. Notes - Normal to Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS Pressures for Wind Normal to 24 ft wall (Along Ridge) WALL PRESSURES PER TABLE 27.6-1 L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir = 2.17 h: Height to top of Windward Wall = 12.00 ft ph: Net Pressure at top of wall (windward + leeward) = 18.36 psf p0: Net Pressure at bottom of wall (windward + leeward) = 18.36 psf ps: Side wall pressure acting away from wall = .64 * ph = -11.75 psf pl: Leeward wall pressure acting away from wall = .27 * ph = -4.96 psf pwh: Windward wall press @ top acting toward wall = ph-p1 = 13.40 psf pw0: Windward wall press @ bot acting toward wall = p0-pl = 13.40 psf ROOF PRESSURES PER TABLE 27.6-2 h: Mean Roof Height = 10.000 ft Lambda: Exposure Adjustment Factor = 1.000 Slope: Roof Slope = 18.43 Deg Zone Load Casel Load Case2 psf 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. Notes - Along Ridge Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind. Total Base Reaction Summary Description Fx FY Fz Mx My MZ Kip Kip Kip K-ft K-ft K-ft -------------------------------------------------------------------------------------- Normal to Ridge Walls+Roof +GCpi .0 8.2 18.0 40.4 .0 .0 Normal to Ridge Walls Only +GCpi .0 8.8 .0 35.2 .0 .0 Normal to Ridge Walls+Roof -GCpi .0 11.1 0.1 16.5 .0 .0 Normal to Ridge Walls Only -GCpi .0 8.8 .0 35.2 .0 .0 Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Along Ridge Walls+Roof +GCpi 4.4 .0 19.1 .0 -44.4 .0 Along Ridge Walls Only +GCpi 4.4 .0 .0 .0 -22.3 .0 Along Ridge Walls+Roof -GCpi 4.4 .0 .0 .0 -22.3 .0 Along Ridge Walls Only -GCpi 4.4 .0 .0 .0 -22.3 .0 Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 1315.51 sq. ft Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2)