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Home My WebLink About222 W 10th St - BuildingPREPARED 12/27/10 8 22 01 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR JAMES LIERLY DATE 12/27/10 ADDRESS 222 W 10TH ST SUBDIV TENANT NBR DWIGHT R WAKNITZ CONTRACTOR POWER TRIP ENERGY CORP PHONE (360) 643 3080 OWNER DWIGHT R WAKNITZ PHONE (360) 457 9035 PARCEL 06 30 00 0 3 2620 0000 APPL NUMBER 10 00000256 MECHANICAL APPL PERMIT PERMIT ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS ME99 01 12/27/10 MECHANICAL FINAL TIME 01 00 December 23 2010 8 42 30 AM 1pangrle DWIGHT 457 9035 (I CALLED HIM TO FINAL THIS PERMIT MECHANICAL FINAL INSTALLED GRID -TIED PHOTOVOLTAIC PANELS AFTERNOON COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc INSTALL GRID -TIED PHOTOVOLTAIC Owner DWIGHT R WAKNITZ 222 W 10TH ST PORT ANGELES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY ECONOMIC DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES WA 98362 Permit MECHANICAL PERMIT Additional desc GRID -TIED PHOTOVOLTAIC Permit pin number 162412 Permit Fee 50 00 Issue Date 3/16/10 Expiration Date 9/12/10 Qty Unit Charge Per Fee summary Charged Permit Fee Total Plan Check Total Grand Total T:Forms/Building Division/Building Permit WA 983627708 50 00 00 50 00 10 00000256 631360 222 W 10TH ST 06 30 00 0 3 2620 0000 DWIGHT R WAKNITZ MECHANICAL APPL PERMIT RS7 RESDNTL SINGLE FAMILY 38855 BASE FEE Contractor POWER TRIP ENERGY CORP 2343 THOMAS ST PORT TOWNSEND (360) 643 3080 Plan Check Fee Valuation Paid Credited 50 00 00 00 00 50 00 00 3 I a c \1C av\r IC�nr& Date 3/16/10 WA 98368 Due 00 00 00 Date Print Name Signature of Contractor or Authorized Agent 00 0 Extension 50 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. Signature of Owner (if owner is builder) IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED POST PERMIT IN CONSPICUOUS 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 Parking Lighting Landscaping Separate Permit #s 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 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 Inspection Type FINAL Date Accepted by FINAL Date SEPA. ESA. SHORELINE. `:2. pt Accepted by FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Date Accepted By p Applicant Q vO tv+ We-KNA Phone (a.eo) 451 c 1035 Property Owner v bW� W Phone Property wner's�Addres 9g), 117fy` i t Y't" �S u, t r0 c-i Lem Contractor pw X QX i r1Q2 J t,A I Phone 3 )K() Contractor's Address -.1 q-vi u5 5.- �1 t3u�� J awe License n Expires 4115 (2oto E mail (1 t o�� 'O 3 C PROJECT ADDRESS 2 W l 04-(4., S� Parcel Number Proiect Type Brief Des Check all that apply New Construction Addition Remodel Repair Demolition Re -roof H,at System ft/Other Floor -Areas Basement 1 Floor 2' Floor 3 Floor Garage Carport Covered Porch Deck Shed Other BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 (360) 417 -4815 fax (360) 417 -4711 criotion. lfiesidential Multi family 105i7A,L1 Citrz o `-?\l Ci n+o Vo i'l ak Panel House garage other Heat pump wood burning stove Existing (sq. ft.) Posed (sq. ft.) Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be installed? Construction type For City Use Only Date Received '3- 1(a 10 Permit tv -2S !o Date Approved Lot Zoning Commercial Industrial rIVICIAWM L U I LJvw No swrt vlwVC o re-tJ1-f w tear off re -roof lay over one layer gas fireplace pellet stove other per sq. ft. TOTAL VALUATION 3g Total footprint of structures sq ft. T Lot size sq. ft. Lot coverage Site Coverage the amount of impervious surface on a parcel including structures, paved driveways, sidewalks, patios and other impervious surfaces. (see PAMC 17 94 135 for exemptions) Site coverage of bedrooms of full baths of half baths I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is m responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date 3 i! t !2o1 Print Name U I L o �-c5 C� Signature POA T:Forms /Building Division /Bldg Permit.doc Clallam County Assessor Treasurer Property Details 59261 DWIGHT R WAKNITZ Page 1 of 6 Clallam County Assessor Treasurer Property Search Results 59261 DWIGHT R WAKNITZ for Year 2009 2010 Property Account Property ID' Geographic ID' Type. Tax Area: Open Space. Historic Property Neighborhood' Neighborhood CO Owner Name Mailing Address. Taxes and Assessments Due Amount Due if Paid on. 59261 0630000326200000 Real 0010 N N Multi Family Redevelopment: N Location Address: 222 W TENTH ST PORT ANGELES Cycle 5 Res 10955130 DWIGHT R WAKNITZ 222 W 10TH ST PORT ANGELES WA 98362 7708 Property Tax Information as of 03/16/2010 Statement Year I ID I Taxing Jurisdiction 2010 42161 ST SCH STATE SCHOOL 2010 42161 CC -GEN COUNTY 1 2010 42161 PORT PORT 2010 42161 PORT ANG PORT ANGELES 12010 42161 SD #121 SCHOOL DISTRICT #121 2010 42161 NTH OLY LIB NORTH OLYMPIC LIBRARY 12010 42161 HOSP #2 HOSPITAL #2 12010 42161 W_SMET PK DIST _WILLIAM SHORE yET PARK 12010 42161 CITY STORMWATER CITY STORMWATER j 2010 42161 WEED_CONTROL WEED CONTROL I 2010 42161 TOTAL. 2009 592612008 ST SCH STATE SCHOOL 20 CC- GENTCOUNTY v 2009 592612008 PORT PORT 2009 592612008 PORT ANG PORT ANGELES 2009 592612008 SD #121 SCHOOL DISTRICT #121 2009 592612008 NTH OLY LIB NORTH OLYMPIC LIBRARY 2009 592612008 HOSP #2 HOSPITAL #2 2009 592612008 CITY STORMWATER CITY STORMWATER Legal Description. Agent Code PA 121 PORT ST CNTY H2 L Land Use Code DFL Remodel Property' Mapsco Map ID' Owner ID 58048 Ownership Exemptions: LOTS 5 &6 BL 326 11 N N 100 0000000000% I First Second I Half Half Base Base Base Arr !Due I Due Penalty I Interest I Paid Du $301 92 $301 91 $0 00 $0 00 $6 $160 67 $160 $0 00 $0 00 $0 00 $22.58 $22.58 $0 00 $0 00 $0 00 $371 99 $372.01 $0 00 $0 00 $0 00 $391 06 $391 06 $0 00 $0 00 $0 00 $46 68 $46 69 $0 00 $0 00 $0 00 $6591 $6591 $000 $000 $000 DIST $20 97 $20 97 $0 00 $0 00 $0 00 $36.00 $36 00 $0 00 $0 00 00 $0 82 $0 81 $0 00 $0 00 $0 00 $1418.60 $1418.61 $0.00 $0.00 $0.00 $21 $_345 32_$34_5 33 $0_00 $0 00 $690 65 T $174 77 $174 75 $0 00 $0 00 $349 52 $24 76 $24 75 $0 00 $0 00 $49 51 $383 33 $383 33 $0 00 $0 00 $766 66 $427 05 $427 06 $0 00 $0 $854 11 $50 78 $50 78 $0 00 $0 00 $101 56 $71 67 $71 68 $0 00 $000 $143 35 $36 00 $36 00 $0 00 $0 $72.00 http.//vpn.clallam.net.8084/propertyaccess/Property aspx ?cid =0 &year= 2009 &prop_id =59 3/16/2010 Mar 16 10 08'54a Andy Cochrane Power Trip Energy Corp 2343 Thomas Street Port Townsend, WA 98368 (360) 643 -3080 www.powertripenergy_corn Lic POWERTE964JN Project: Waknitz House Date: 2 16 -10 Client: (360) 457 -9035 Address: 222 W 10 Port Angeles, WA System Description 4 08 kW Grid Tied PV Twenty four 170 watt Silicon Energy modules and two PV Powered 2500 Inverters Line Drawing: Solar Modules Garage Array 2.04 kW PV Array Garage south roof, flush mounted 12 Sharp 170 watt modules, Cascade Series, SiE 170 1 string of I2 modules City of Port Angeles Energy Grid City of Port Angeles Revenue Meter Located east wall of house. Meter 4. 12754 Main House Service Panel (Load) 200 Amps located in basement of house, east interior wall. System DC Disconnect Located on inverter on north exterior garage wall, remote from city of Port Angeles revenue meter Inverter (Line) in Powered 2500 watt synchronous inverter. Located on north wall of garage. Max output: 2500 watts Operating voltage 240 V AC Garage PV Array Production Meter Located on north side of garage remote from city of Port Angeles revenue meter Garage Subpanel (Load) 125 Amps located in garage interior north wall remote city of PA revenue meter r.wjt l L =c. Solar Modules House Array 2.04 kW PV Array House south roof, flush mounted 12 Sharp 170 watt modules, Cascade Series, SiE 170 1 string of 12 modules System DC Disconnect. Located on inverter on east exterior house, adjacent to city of Port Angeles revenue meter 1,0111 to3L1 360 -539 -1857 p Inverter (Line) PV Powered 2500 watt synchronous inverter Located on east wall of house. Max output: 2500 watts Operating voltage 240 V AC House PV Array Production Meter Located on east side of house adjacent to city of Port Angeles revenue meter 4/29/10 To Whom It May Concern The electrical inspector for City of Port Angeles has permission to enter the garage and surrounding area belonging to Dwight and Linda Waknitz to complete his inspection of the work done by Power Trip Energy Dwight Waknitz 1 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Application type description Subdivision Name Property Use Property Zoning Application valuation Application desc 4800 PV grid Owner WAKNITZ DWIGHT R 222 W 10TH ST PORT ANGELES Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Charged Permit Fee Total Plan Check Total Grand Total INSPECTION TYPE DITCH SERVICE ROUGH IN FINAL COMMENTS WA 983627708 162198 119 90 3/10/10 9/06/10 Qty Unit Charge Per 1 00 119 9000 ECH EL 0 ELECTRICAL ALTER RESIDENTIAL 119 90 00 119 90 6«4A4,l3 ELECTRICAL PERMIT CITY OF PORT ANGELES 360- 417 -4735 10 00000238 785264 222 W 10TH ST 06 30 00 0 3 2620 0000 ELECTRICAL ONLY RS7 RESDNTL SINGLE FAMILY 0 119 90 00 119 90 Contractor POWER TRIP ENERGY CORP 2343 THOMAS ST PORT TOWNSEND (360) 643 3080 Plan Check Fee Valuation 200 SRV FEEDER Date 3/10/10 Paid Credited Due 00 00 00 DATE RESULTS WA 98368 00 00 00 00 0 Extension 119 90 Signature of owner or Electrical Contractor X Date INSPECTOR. °AO CITY OF PORT ANGELES PERMIT APPLICATION ELECTRICAL Building Division/Electrical Inspections +SPEt;TIONS 321 East Fifth Street P O. Box 1150 Port Angeles Washington, 983 Ph. (360) 417 -4735 Fax: (360) 417 -4711 Owner Information Name: Qty 1&:A. xt .1e-Al Mailin Address: '1 I J( City V ert leS State:( 0- Zip: '1457-,(/ Phone:a10 LK Fax: License Exp. Item Service/Feeder 200 Amp. Service/Feeder 201 -400 Amp. Service/Feeder 401 -600 Amp Service/Feeder 601 1000 Amp. Service/Feeder over 1000 Amp. Branch Circuit W/ Service Feeder Branch Circuit W/O Service Feeder Each Additional Branch Circuit Temp. Service/ Feeder 200 Amp. Temp. Service/Feeder 201 -400 Amp. Temp. Service/Feeder 401 -600 Amp. Temp. Service /Feeder 601 1000 Amp Portal to Portal Hourly Sign /Outline Lighting Signal Circuit/ Limited Energy First 1500 sf Commercial Note: $5.00 for each additional 1500 sf Signal Circuit/ Limited Energy 1 2 Family Dwelling Signal Circuit/ Limited Energy Multi- Family Dwelling Manufactured Home Connection Renewable Electrical Energy 5KVA System or Less Thermostat NEW CONSTRUCTION ONLY. First 1300 Square Ft. Each Additional 500 Square Ft. or Portion of Each Outbuilding or Detached Garage Each Swimming Pool or Hot Tub Unit Charge $119.90 145.50 204.60 262.20 372.50 2.60 73.50 2.60 92.70 $110.30 $148.70 $167.90 95.90 88.20 95.90 63.90 63.90 $119.90 $102.30 56.00 $110.30 35.20 73.50 $110.30 Signatur of owner, electrical contractor or electrical administrator X Dated: HUME MAR 10 2009 Cash \5 c y Credit Card Check Date: \/1 2 Single Family Dwelling Multi- Family or Commercial* Commercial Addition Alteration Remodel Repair* Plan Review May Be Requirec� l ease omplete Electrical Plan Revi w or atio Sheet Job Address: l.J U). ('V 1 A'1/ S Building Square Footage: O4'\ Description of above Contrapor Information r Name: OWQ-t" l -V \l• Maili Address: 1 t 4`� City (=i' State: 1/tr Zip: Phone ,(b Ii' 3 Pioro Fax: 33(Er' cgGi License Exp. 9 f�ty Total Q yt Multiplied by Unit Charge) 1 01/01/2010 Total Owner as defined by RCW 19.28.261 (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alteration in compliance with the electrical laws, N.E.0 RCW Chapter 19.28, WAC Chapter 296 -46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Ap.lications. Power Trip Energy Corp 2343 Thomas Street Port Townsend, WA 98368 (360) 643 -3080 www.powertripenergy.com lic POWERTE964JN Project: Waknitz House Date: 2 16 -10 Client: (360) 457 -9035 Address: 222 W 10 Port Angeles, WA System Description: 4.08 kW Grid Tied PV Twenty four 170 watt Silicon Energy modules and two PV Powered 2500 Inverters Line Drawing: Solar Modules Garage Array 2.04 kW PV Array Garage south roof, flush mounted 12 Sharp 170 watt modules, Cascade Series, SiE 170 1 string of 12 modules City of Port Angeles Energy Grid City of Port Angeles Revenue Meter Located east wall of house. Meter 12754 Main House Service Panel (Load) 200 Amps located in basement of house, east interior wall. System DC Disconnect Located on inverter on north exterior garage wall, remote from city of Port Angeles revenue meter Inverter (Line) PV Powered 2500 watt synchronous inverter Located on north wall of garage. Max output: 2500 watts Operating voltage: 240 V AC Garage PV Array Production Meter Located on north side of garage remote from city of Port Angeles revenue meter Garage Subpanel (Load) 125 Amps located in garage interior north wall remote city of PA revenue meter t Solar Modules House Array 2.04 kW PV Array House south roof, flush mounted 12 Sharp 170 watt modules, Cascade Series, SiE 170 1 string of 12 modules System DC Disconnect Located on inverter on east exterior house, adjacent to city of Port Angeles revenue meter Inverter (Line) PV Powered 2500 watt synchronous inverter Located on east wall of house. Max output: 2500 watts Operating voltage: 240 V AC House PV Array Production Meter Located on east side of house adjacent to city of Port Angeles revenue meter Waknitz SYSTEM STATS AND CALCULATIONS -2 permit PA 10- 00000238 PV MODULE Make and Model Silicon Energy SiE175 Open circuit voltage 30 1V Operating voltage 24 9V Maximum permissible system voltage 600V Operating current 7 OA Short- circuit current 7 8A Maximum power 175W PV ARRAY —1 strings of 12 modules String operating volts 298 8V (Module operating volts x number of modules in string) String operating amps 7 OA (Module operating amps) Max string voltage 416V (Manufacturers temperature coefficient, when it is supplied, must be used to calculate maximum voltage WAC 690 007) Multiply the open circuit voltage by the temperature coefficient supplied by the manufacturer Call it X. Find the difference between lowest recorded temperature and standard test temperature in °C Multiply the difference by X. Add the result to the listed module open circuit voltage Multiply that result by the number of modules in string. (30 1x.00389= 117089,x39 =4 566471, +30 1 =34 666471,x12 =415 998V) String max amps 9 75A (Module short circuit current x 1.25)(690 8(B)(1) DIRECT CURRENT PHOTOVOLTAIC POWER SOURCE (690 53) Rated maximum power -point current 7 OA (operating current x strings) Rated maximum power -point voltage 298 8V (string operating voltage) Maximum system voltage 416V (max string voltage) Short- circuit current 9 75A (string max amps x of strings) Maximum rated output current of the charge controller —N /A INVERTER Make and model PVPowered PVP2500 AC watts 2500W Max AC amps —11A AC volts 240V CONDUCTORS and DISCONNECT SIZES Mimmum AC CONDUCTORS and AC DISCONNECT amp rating 13 75A (Inverter continuous output rating x 1.25) PANEL CIRCUIT BREAKER 15A Minimum DC CONDUCTOR amp rating 12.2A (String maximum current x 1.25 x number strings in parallel) (690 8(B)(1) For conductors in conduit not exposed to sunlight on roof use correction factors from 310 16 and 310 15(B)(2)(a) (30x.91= 27.3A) For conductors in conduit exposed to sunlight on roof use correction factors from 310 15(B)(2)(a) and 310 15(B)(2)(c) with 310 16 (30x.71x1 =21 3A) Consider temperature ratings of terminals. #12 75° 25A) AC CONDUCTORS 12 THWN -2 mm DC CONDUCTORS 12 USE -2 mm DC SERIES FUSE N/A GROUNDING ELECTRODE CONDUCTOR 6 EQUIPMENT GROUNDING CONDUCTOR (250 122) 12 DIMENSIONS PVP1100 to PVP3500 /B' t BOTTOM VIEW PVP4600 PVP4800 PVP5200 BOI IOM VIEW ELECTRICAL SPECIFICATIONS Continuous Output Power (watts) Weighted CEC Efficiency Maximum DC Input Voltage (VOC) DC Voltage Operating Range (V) DC Minimum Start Voltage DC Isc Maximum Current (A) OZ009 "PV Powered MECHANICAL SPECIFICATIONS AGENCY APPROVALS 1/2' KO 0 DR AGE PORT Jl(ll((!�lil(lft I� Q .r, o I o r� V .I Inverter with Factory- Integrated AC and DC PV System Disconnect NEMA.3R'Steel Enclosure, Wall Mount Bracket Included 25'C to 40 °C l II O 0 0 0 01. BJ ±=J II' iI T r 1100 2000 2500 2800 3000 3500 4600 4800 5200 90:5• 92 94.5 92 93.5 95.5 .95.5 96. 96 500 500 500 500 500 500 500 500 500 115-450 115 =450 140 -450 180 -450 170 -450 200 -450 205 -450 200 -450 240-450 130 130 155 195 185 215 220 215 255 26 26 26 26 26 26 48. 48 48 'MODELS PVP1100 PVP2000 PVP2500 P.VP2800 'PVP3000 ;PVP3500 PVP4600 PVP4800 aPVP5200 DC Imp Nominal Current (A) 10 18 20 18 18 18 25 26 25 AC Maximum Continuous Current (Amps) 10 9 11 13 13 15 23 21 23 AC Nominal Voltage (V) 120 240 240 208 240 240 208 240 240 AC Output Voltage'Range (V) 105.6 -132.5 211 264 211 264 183 -229 211 264 211 264 183 -229 211 264 211 264 AC Frequency Range (Hz) 59.3 -60.5 59.3 -60.5 59.3 -60.5 59.3 -60.5 59.3 -60.5 59.3 -60.5 59.3 -60.5 59.3 -60.5 59.3 -60.5 UL 98 13th Edition, Enclosed and Dead -Front Switches, UL 1741 Nov 2005 Revision, CSA C22 2 107 1 2006 Revision IEEE 1547 Compliant, FCC Class A B MODEL VP1100 PVP2000 PVP2500 "PVP2800�PVP3000 PVP3500 ,PVP4600 PVP4800 PVP5200 Temperature Weight (Ibs) 55 65 70 80 80 85 135 135 135 Inverter with Disconnect Dimensions 30 3/8' H 30 3/8' H 30 3/8' H 30 3/8' H 30 3/8' H 30 3/8' H 35 H 35 H 35 H x 15 518' W x 15 5/8' W x 15 5/8' W x 15 5/8' W x 15 5/8' W x 15 5/8' W x 18 1/8' W x 18 1/8' W x 18 1/8' W x 8 1/4 D x 8 1/4 D x 8 1/4 D x 8 1/4 D x 8 1/4 D x 8 1/4 D x 8 5/8' D x 8 5/8 D x 8 5/8' D VS MODEL VP1100 PVP2000 PVP2500 PVP2800�PVP3000 PVP3500 PVP4600 PVP5200 Electrical Characteristics Rated Power ;Pmax! Watts Maximum Power Voltage 'Vmp) Maximum Power Current (Imp) Open Circuit Voltage IVoci Short Circuit Current (Isc) Maximum System Voltage Series Fuse Rating Amps Temperture Coefficient of Pmax l %f °C) Temperture Coefficient ofVoc %l °C) Temperture Coefficient of Isc oi"Ci Standard test conditions (STC) at 1000w n- AM 1.5 spectrum, 7/ 2.5°C cell temp. 4 II I/8 SiE160 160 6.5 29 9 6 600 15 -0.566 -0.389 0.109 SiE163 165 24.8 6.7 30 600 15 -0.566 -0.389 0.109 Powder Coated Aluminum Mountint_ F (Protects Wire) Moduk Connectors T co Solari k 14A WG Solar Wir I SI 5/8 48 si icon enercy °m SiE170 170 24.8 6.9 30 .8 600 15 -0.566 -0.389 0.109 SiE175 1/5 '4.9 30.1 8 600 15 -0.566 -0.389 0.109 II 1 7/8 in. Has if Mounting Foot I Mechanical Specifications and Ratings Weight ,°dsi' Cells .0 Diodes Construction s, 8 lbs -65 lbs 41 lbs/ft') 149 polycrystalline silicon cells wired in series l x 1 6 bypass diodes per module Front: 0.125 in. high transmissivity tempered glass Back. 0.125 in. tempered glass Encapsulant: next generation Frame 10.09in aluminum alloy 502 H32 1/4-20 stainless steel studs with flange nuts Mounting Foot 1 0.125 in. powder coated aluminum alloy 5032 H32 Slope of Module 1 1.85° (minimum mounting surface angle 5 Temperature Range -40 to 194 °F (-40 to 90 °C) Design Load 125 pst Fire Rating I Class 4 Connectors (Wire) I Tyco SOLARLOK (14 AWG Solar Wire, length 32 in.) r r 1:4 Mountmg-Studs I_ 4 per Module 1.4 -20 Moduk. Ground Studs per Module 1/4 it Moduk Overlap Fastener Slots I !R x 1 1/4 I tl (t) ;1 10 Ground Stud j C Not to Scale, Units in Inches Complies to UL 1703, specifications subject to change without notice. C =1 C.. 3/4 I 471, 45 1/4 4; t D /4 6209 192nd Street NE Arlington, WA 98223 USA Tel 360 618 6500 Fax 360.539 1851 www silicon- energy corn (V4) To Grid Utility Meter Meter 15A Pole Circuit Breaker 12 Equipment Grounding Conductor 30A AC Disconnect House Panel ic12TH`UN-2 240V11AAC Grounding Electrode Conductor b nrau1 #6 GEC DC 21O0VVArnay 2500W Inverter AL PREPARED 4/19/07 9 10 12 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 4/19/07 ADDRESS 222 W 10TH ST SUBDIV TENANT NBR DWIGHT WAKNITZ CONTRACTOR CLAWSON CONSTRUCTION LLC PHONE (360) 457 1473 OWNER WAKNITZ DWIGHT R PHONE PARCEL 06 30 00 0 3 2620 0000 APPL NUMBER 06 00000869 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/28/06 JLL BUILDING FOUNDATION FOOTING TIME 08 00 9/28/06 AP 09/28/2006 04 59 PM JLIERLY BL1 02 9/29/06 JLL BUILDING FOUNDATION FOOTING TIME 08 30 9/29/06 AP 09/28/2006 03 21 PM NWEST DAVID 461 9295 09/29/2006 01 29 PM JLIERLY BL3 01 1/02/07 JLL BUILDING FRAMING 1/02/07 DA 01/02/2007 08 40 AM PBARTHOL DAVE 461 9295 CALL FIRST 01/02/2007 02 28 PM JLIERLY siding installed no inspection on sheathing /hangers on ridge and spans plans and permits to be onsite /eng letter on sheathing nail pattern/ electrical rough to be complete before frame inspection/j11 BAIR 01 1/18/07 JLL BUILDING AIR SEAL 1/19/07 AP 01/17/2007 09 17 AM PBARTHOL clawson 461 9295 01/19/2007 08 06 AM JLIERLY BL3 02 1/18/07 JLL BUILDING FRAMING 1/19/07 DA 01/17/2007 09 18 AM PBARTHOL CLAWSON 461 9295 01/19/2007 08 04 AM JLIERLY finish nails in all hangers and clips /bolt in beam saddle missing /valley and ridge connections need some sort of attachment per eng verify load at dormer/j11 BL3 03 1/22/07 JLL BUILDING FRAMING 1/22/07 AP 01/19/2007 09 21 AM PBARTHOL clawson 461 9295 01/22/2007 03 55 PM JLIERLY BUILDING INSULATION 01/23/2007 03 46 PM PBARTHOL DICK 461 9295 01/24/2007 03 43 PM JLIERLY BL99 01 4/19/07 BUILDING FINAL D WIG H T2457 08 06 AM PERMITS DWIGHT 452 8978 GARAGE BLI 01 1/24/07 JLL 1/24/07 AP COMMENTS AND NOTES Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner WAKNITZ DWIGHT R 222 W 10TH ST PORT ANGELES Other struct info Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date WA 98362 Qty Unit Charge Per 1 00 69 0000 ECH EL R SQFT FIRST 1300 1 00 22 0000 5C EL R SQFT ADDITIONAL 500 Other Fees STATE SURCHARGE Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged 91 00 00 4 50 95 50 COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES. WA 98362 06 00000869 275019 222 W 10TH ST 06 30 00 0 3 2620 0000 DWIGHT WAKNITZ RES DETACHED GARAGE RS7 RESDNTL SINGLE FAMILY 33600 Contractor ELECTRICAL NEW RESIDENTIAL OLY EL 1320 SQ FT OUT BL 92924 OLYMPIC ELECTRIC 91 00 1/24/07 Valuation 7/23/07 Paid Credited Due Special Notes and Comments The Fire Department has reviewed the project application and has no comments 08/18/2006 12 00 PM SROBERDS The plan allows for a detached garage in the RS 7 for a total lot coverage of 17% Site needs a zoning lot covenant Electrical load calculations and elctrical permits are required MAINTAIN CLEARANCES FROM SERVICE WIRES Public Works Utility Engineering has no requirements for this plan review 91 00 00 4 50 95 50 Plan Check Fee 00 00 00 00 Date 1/24/07 CLAWSON CONSTRUCTION LLC P 0 BOX 2683 7708 PORT ANGELES (360) 457 1473 TOTAL LOT COVERAGE 17 00 CONSTRUCTION TYPE V N HARD SURFACE AREA 1 NUMBER OF STORIES 1 50 EXISTING LOT COVERAGE 1895 00 LOT SIZE 15000 00 PROPOSED LOT COVERAGE 672 00 TOTAL LOT COVERAGE 2567 00 NUMBER OF UNITS 1 00 WA 98362 Extension 69 00 22 00 4 50 00 00 00 00 00 0 DITC} ROUGH -IN COVER SERVICE CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD FINAL W-.)0-07 I,*,V I I I I I I I I PW- 1102.151 1 PREPARED 1/24/07 10 18 10 INSPECTION TICKET PAGE 11 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/24/07 ADDRESS 222 W 10TH ST SUBDIV TENANT NBR DWIGHT WAKNITZ CONTRACTOR CLAWSON CONSTRUCTION LLC PHONE (360) 457 1473 OWNER WAKNITZ DWIGHT R PHONE PARCEL 06 30 00 0 3 2620 0000 APPL NUMBER 06 00000869 RES DETACHED GARAGE PERMIT BPR 00 BUILDI NG PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/28/06 JLL BUILDING FOUNDATION FOOTING TIME 08 00 9(28/06 AP 09/28/2006 04 59 PM JLIERLY BL1 02 9/29/06 JLL BUILDING FOUNDATION FOOTING TIME 08 30 9/29/06 AP 09/28/2006 03 21 PM NWEST DAVID 461 9295 09/29/2006 01 29 PM JLIERLY BL3 01 1/02/07 JLL BUILDING FRAMING 1/02/07 DA 01/02/2007 08 40 AM PBARTHOL DAVE 461 9295 CALL FIRST 01/02/2007 02 28 PM JLIERLY siding installed no inspection on sheathing /hangers on ridge and spans plans and permits to be onsite /eng letter on sheathing nail pattern/ electrical rough to be complete before frame inspection/j11 BAIR 01 1/18/07 JLL BUILDING AIR SEAL 1/19/07 AP 01/17/2007 09 17 AM PBARTHOL clawson 461 9295 01/19/2007 08 06 AM JLIERLY BL3 02 1/18/07 JLL BUILDING FRAMING 1/19/07 DA 01/17/2007 09 18 AM PBARTHOL CLAWSON 461 9295 01/19/2007 08 04 AM JLIERLY finish nails in all hangers and clips /bolt in beam saddle missing /valley and ridge connections need some sort of attachment per eng verify load at dormer/j11 BL3 03 1/22/07 JLL BUILDING FRAMING 1/22/07 AP 01/19/2007 09 21 AM PBARTHOL clawson 461 9295 01/22/2007 03 55 PM JLIERLY BLI 01 1/24/07 JLL BUILDING INSULATION 01/23/2007 03 46 PM PBARTHOL DICK 461 9295 COMMENTS AND NOTES PREPARED 1/22/07 10 19 03 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/22/07 ADDRESS 222 W 10TH ST SUBDIV TENANT NBR DWIGHT WAKNITZ CONTRACTOR CLAWSON CONSTRUCTION LLC PHONE (360) 457 1473 OWNER WAKNITZ DWIGHT R PHONE PARCEL 06 30 00 0 3 2620 0000 APPL NUMBER 06 00000869 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/28/06 JLL BUILDING FOUNDATION FOOTING TIME 08 00 9/28/06 AP 09/28/2006 04 59 PM JLIERLY BL1 02 9/29/06 JLL BUILDING FOUNDATION FOOTING TIME 08 30 9/29/06 AP 09/28/2006 03 21 PM NWEST DAVID 461 9295 09/29/2006 01 29 PM JLIERLY BL3 01 1/02/07 JLL BUILDING FRAMING 1/02/07 DA 01/02/2007 08 40 AM PBARTHOL DAVE 461 9295 CALL FIRST 01/02/2007 02 28 PM JLIERLY siding installed no inspection on sheathing /hangers on ridge and spans plans and permits to be onsite /eng letter on sheathing nail pattern/ electrical rough to be complete before frame inspection/j11 BAIR 01 1/18/07 JLL BUILDING AIR SEAL 1/19/07 AP 01/17/2007 09 17 AM PBARTHOL clawson 461 9295 01/19/2007 08 06 AM JLIERLY BL3 02 1/18/07 JLL BUILDING FRAMING 1/19/07 DA 01/17/2007 09 18 AM PBARTHOL CLAWSON 461 9295 01/19/2007 08 04 AM JLIERLY finish nails in all hangers and clips /bolt in beam saddle missing /valley and ridge connections need some sort of hh T, attachment per eng verify load at dormer/j11 BL3 03 1/22/07 L BUILDING FRAMING 01/19/2007 09 21 AM PBARTHOL clawson 461 9295 COMMENTS AND NOTES BUILDING DIVISION CITY OF PORT ANGELES Correction Notice IA Job Located at z__ v (V1 Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction v -r\i L r-Aj AckP Qom- (1 4 QgElnit -t?- t X9.1( Date J DO NOT REMOVE THIS TAG r: WS V-tcLS These corrections must be made and are not to be covered until reinspection is made When corrections have been made, please call II 7 `3 for inspection Inspector for Building Division PREPARED 1/18/07 8 37 10 INSPECTION TICKET PAGE 8 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 1/18/07 ADDRESS 222 W 10TH ST SUBDIV TENANT NBR DWIGHT WAKNITZ CONTRACTOR CLAWSON CONSTRUCTION LLC PHONE (360) 457 1473 OWNER WAKNITZ DWIGHT R PHONE PARCEL 06 30 00 0 3 2620 0000 APPL NUMBER 06 00000869 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/28/06 JLL BUILDING FOUNDATION FOOTING TIME 08 00 9/28/06 AP 09/28/2006 04 59 PM JLIERLY BL1 02 9/29/06 JLL BUILDING FOUNDATION FOOTING TIME 08 30 9/29/06 AP 09/28/2006 03 21 PM NWEST DAVID 461 9295 09/29/2006 01 29 PM JLIERLY BL3 01 1/02/07 JLL BUILDING FRAMING 1/02/07 DA 01/02/2007 08 40 AM PBARTHOL DAVE 461 9295 CALL FIRST 01/02/2007 02 28 PM JLIERLY siding installed no inspection on sheathing /hangers on ridge and spans plans and permits to be onsite /eng letter on sheathing nail pattern/ electrical rough to be complete before frame inspection/j11 1/18/07 J.0 BUILDING AIR SEAL BAIR 01 01/17/2007 09 17 AM PBARTHOL clawson 461 9295 BL3 02 1/18/07 BUILDING FRAMING 01/17/2007 09 18 AM PBARTHOL CLAWSON 461 9295 COMMENTS AND NOTES 4SEAS0/VS ENGINEERING, INC Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Exterior wall nailing. 4 Seasons Engineering, Inc. has been contacted to provide construction observation of the nail attachment of the exterior wall sheathing. On January 5, 2007, Donna J Petersen PE, viewed nailing of the center garage wall portal. Nailing of this area does meet the building plan requirement. Based upon this inspection, exterior sheathing attachment is accepted. I have attached a copy of the original engineering, and building plans as revised by 4 Seasons Engineering Inc for your information. Connection of the rafter -to- valley at the dormer roof framing can be a Simpson A35 clip If there are any questions, please give me a call at (360) 452 -3023 Sincerely, Donna J Petersen P.E. cc Clawson Construction I E.XPIRF.S 4 0 C) (360) 452-3023 Fax (360) 452 -3047 619 S. Chase Street Port Angeles, WA 98362 �L.49 January 5, 2007 FILE PREPARED 1/02/07 9 52 09 CITY OF PORT ANGELES ADDRESS 222 W 10TH ST TENANT NBR DWIGHT WAKNITZ CONTRACTOR CLAWSON CONSTRUCTION LLC OWNER WAKNITZ DWIGHT R PARCEL 06 30 00 0 3 2620 0000 APPL NUMBER 06 00000869 RES DETACHED GARAGE PERMIT TYP /SQ BL1 01 BL1 02 BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION COMPLETED RESULT RESULTS /COMMENTS 9/28/06 JLL 9/28/06 AP 9/29/06 JLL 9/29/06 AP BL3 01 1/02/07 9.f JL INSPECTION TICKET INSPECTOR JAMES L LIERLY SUBDIV BUILDING FOUNDATION FOOTING TIME 08 00 09/28/2006 04 59 PM JLIERLY BUILDING FOUNDATION FOOTING TIME 08 30 09/28/2006 03 21 PM NWEST DAVID 461 9295 09/29/2006 01 29 PM JLIERLY BUILDING FRAMING 01/02/2007 08 40 AM PBARTHOL DAVE 461 9295 CALL FIRST COMMENTS AND NOTES PHONE (360) 457 1473 PHONE PAGE 3 DATE 1/02/07 tfk —EL 0p/t-i L e7cF Q paATLAZ p,a-A..„.„( /1/4.t, x-aG, s --a 1 T-0/.1-0 11(.. u, e sisoiki 1.149_,/ UCe p F azG PREPARED 9/29/06 8 17 48 INSPECTION TICKET CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY ADDRESS 222 W 10TH ST TENANT NBR DWIGHT WAKNITZ CONTRACTOR CLAWSON CONSTRUCTION LLC OWNER WAKNITZ DWIGHT R PARCEL 06 30 00 0 3 2620 0000 APPL NUMBER 06 00000869 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/28/06 9/28/06 BL1 02 9/29/06 Lt JLL 6P foil SUBDIV BUILDING FOUNDATION FOOTING TIME 08 00 09/28/2006 04 59 PM JLIERLY BUILDING FOUNDATION FOOTING TIME 08 30 09/28/2006 03 21 PM NWEST DAVID 461 9295 COMMENTS AND NOTES PHONE (360) 457 1473 PHONE PAGE 12 DATE 9/29/06 '1* :4 seec--, 1=bd '144)4 v a 4/00 CC(eARc) gcs-4- It- tufath Lex e ft)e( 7-41 b-� 9 d rIYL -1- -!D a-6 Dec 2ri PREPARED 9/28/06 9 31 26 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR JAMES L LIERLY DATE 9/28/06 ADDRESS 222 W 10TH ST SUBDIV TENANT NBR DWIGHT WAKNITZ CONTRACTOR CLAWSON CONSTRUCTION LLC PHONE (360) 457 1473 OWNER WAKNITZ DWIGHT R PHONE PARCEL 06 30 00 0 3 2620 0000 APPL NUMBER 06 00000869 RES DETACHED GARAGE PERMIT BPR 00 BUILDING PERMIT RESIDENTIAL REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS BL1 01 9/28/06 BUILDING FOUNDATION FOOTING TIME 08 00 DAVE 461 9295 09/27/2006 10 22 AM DYASUMUR COMMENTS AND NOTES Pic'7 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner WAKNITZ DWIGHT R 222 W 10TH ST PORT ANGELES Other struct info CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983627708 Permit BUILDING PERMIT RESIDENTIAL Additional desc DETACHED GARAGE 672 SQ FT Permit pin number 84517 Permit Fee 508 65 Plan Check Issue Date 8/24/06 Valuation Expiration Date 2/20/07 Other Fees Fee summary Special Notes and Comments The Fire Department has reviewed the project application has no comments 08/18/2006 12 00 PM SROBERDS The plan allows for a detached garage in the RS 7 for a total lot coverage of 17% Site needs a zoning lot covenant Electrical load calculations and elctrical permits are required MAINTAIN CLEARANCES FROM SERVICE WIRES Public Works Utility Engineering has no requirements for this plan review Qty Unit Charge Per BASE FEE 9 00 10 1000 THOU BL -25 001 50K (10 10 PER K) Permit Fee Total Plan Check Total Other Fee Total Grand Total Charged 508 65 203 46 4 50 716 61 T \Policies \1102_15 building permit inspection record05.wpd [1/4/2005] 06 00000869 275019 222 W 10TH ST 06 30 00 0 3 2620 0000 DWIGHT WAKNITZ RES DETACHED GARAGE RS7 RESDNTL SINGLE FAMILY 33600 CLAWSON CONSTRUCTION LLC P 0 BOX 2683 PORT ANGELES WA 98362 (360) 457 1473 TOTAL LOT COVERAGE 17 00 CONSTRUCTION TYPE V N HARD SURFACE AREA 1 NUMBER OF STORIES 1 50 EXISTING LOT COVERAGE 1895 00 LOT SIZE 15000 00 PROPOSED LOT COVERAGE 672 00 TOTAL LOT COVERAGE 2567 00 NUMBER OF UNITS 1 00 508 65 203 46 4 50 716 61 Contractor Fee 203 46 33600 00 00 00 00 Date 8/24/06 and Extension 417 75 90 90 STATE SURCHARGE 4 50 Paid Credited Due 00 00 00 00 Rhafej "/1947 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 as 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. Signature o(Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS 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 SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING /LIGHTING LANDSCAPING RESIDENTIAL BUILDING PERMIT INSPECTION RECORD CALL 417 -4815 FOR BUILDING INSPECTIONS. CALL 417 -4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO I `Z/ e /ca 1 V 1,- 7 /24 lc( I I i I I II/0-940g ,-11.1 I I I I I I I//1.4 FINAL FINAL SEPA. ESA. SHORELINE. DATE ACCEPTED BY. DATE ACCEPTED BY. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO ELECTRICAL LIGHT DEPT 417 -4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ CONSTRUCTION R.W ENGINEERING 417 -4807 PW ENGINEERING FIRE 417 -4653 I I I I FIRE DEPT PLANNING DEPT 417 -4750 I I I I PLANNING DEPT BUILDING 417 -4815 I ()Xi I Mien I 751,1-- I I BUILDING T• \Policies \1102_15 building permit inspection record05.wpd [1/4/20051 I I I I I I I I Applicant _or,Agent: Owner Address '7 7 7— 41 01:1 PLANNING USE ONLY TAFORMS\B1dgPermitAppl. wpd Applicant: BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 City O oc TYPE OF WORK. SIZE/VALUATION y( Residential 5t New Constr. Re -roof Stove (0'77 SF `i'O /SF 3 3 (o o O la Multi family Addition Moved Garage SF 41=0 /SF Commercial Remodel Demolition Deck SF /SF Repair Sign Other TOTAL VALUATION .5'3C00 BRIEF DESCRIPTION OF THE PROJECT A (0,. 1(0,.r ea A/` ESA/Wetland(s): Yes No SEPA Checklist required? Yes No Other AiwA ZActi Date: ei /4' /Q FOR OFFICIAL USE ONLY Date Rec.9 9 O Permit 196 Date Approved: Date Issued: Phone 3 ego yr 4 18, Phone: 3 G r 7 4i'03' Zip gei '2- Architect/Engineer Phone Contractor /tv1,w. State License CL tQw_' 9 110"3 R.0 Exp t2li Phone 7 Ica; Address P1 igOk 2 G at City Ar t 41,-4 mO Zip iii b 2. PROJECT ADDRESS 22-7 I U 4 ZONING LEGAL DESCRIPTION Lot: Block: 3 I Subdivision. CLALLAM COUNTY PARCEL NUMBER. 63 coo 0 3 Z 4.► Z.0 COMMERCIAL/RESIDENTIAL. Occupancy Group Occupant Load. Construction Type: T1t6 No. of Stories. Ph- Lot Size: /5 Existing Sq. Ft. /89S' Proposed Sq. Ft. 672_ TOTAL Sq. Ft. 25 7 Total lot coverage I APPROVALS. PLAN BLDG DPWU FIRE. OTHER. VALUATION OF CONSTRUCTION In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE. IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same 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 ,not the City's, and that 1 must obtain such permits prior to work. 3' O I+ i *AO ...4.4. 410.40.4 I 0. 0,01 #A t C Approval Date A Ll 9 0 T ALt Alley b CITY OF PORT ANGELES Construction P fans The Issuance of this permit based upon these plans, specifi cations and other data shall not prevent the building c fficia from thereafter requiring the correction of errors it sai plans, specifications and other data, or from prevontin building operations being carried on thereunder wh?n i violation of all codes and ordinances of this juri_d ctio By 4 L wcYZ -k SeXb �f_A 10th Street een 1 0th and 11th Overhead utility lines Existing Parking slab 35X20 Existing House 36X40 New Garage Dwight Waknitz 222. W l oth Port Angeles, Wa 98362 Lot showing ��y� proposed garage +ILL 1 /4" 1' Existing Garage X14 5X20 18'-0" Eviimir drAlkilkdk+ 410 ii, ii, do dr dr dr dh•gip Er qindr Rip do dp lip Er EP dr qi, EP Er dr dr lip Er 46 Er 4. ih. 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OP +wed" gip 46,11ravendlo4r.... 4 4.,ipriorlo drib. RarirmlbAloorr.www. snibilk-fbardp,iper,fromayrkamo. irgibuilbudiudIbnipeovarqmp.marg 4'-0" 25 7/8" 24'-0" New Garage Dwight Waknitz 22.2. W loth Port Angeles, Wa West Elevation 1/4" 1' 11 !1 4' -0" 6' -0" conduit for incoming underground electrical 6 -SSTB 24" with HD5A Holddowns no closer the 4 5" from end J bolt 1/2x10" 4' comers oc and 1 from treated 2x6 sill W 30 A C 2" rigid insulation in edge of pour 2'x2'x8" concrete with #4 rebar each way and metal bracket for 6" post. V-0" edge of mono pour slab scale 1/2" 1 28' .0" 2 0" J Drain pipe for downspouts to drywell Alley 1\ Vapor barrier MEMEMEMEME 2' sand 3 #4 rebar cont.(at least 3" from form) 2' -0" A 0 N N A New Garage Dwi )ht Waknitz 222 IN loth Port Angeles, Wa 98362 Four idation 1/4.1 foundation 10' from alley and 3'from east property line CO CO CO co 7' -6" 1 3' -0" 7' 3' -0" 7' -6" I, L3636_ 3636 m `New Garage Dwight Waknitz 222. W loth Port Angeles, Wa Ground Floor 144 1' stairs 6 -8 "rise to be determined by contractor 10 "run 6x6 post 10 x8 overhead door 10 x8 overhead door t 4x12 beam 4x12 beam 10' -0" 2` -0" 10' -0" 28' -0" Alley 10' from garage C N Property line 3' from building N CO N CO Co T I T CO N (0 CO I T 4' pony wall LPI2095" 16 "o c with 6'x6' support post Simpson hanger 8'hx10w dormer wall 4' pony wall -428- -24 28 11 11 11 11 11 11 YJI 11 11 11 IJ IJ ll lJ LI 1, 1 ll ll l ll 1 ll ll 11 TI TI TI it Ti fl Simpson metal 6 "x10 "d f beam bracket 1 4' pony wall 8'hx10'w dormer wall 1 24 28 -24 28 9' -0" 10' -0" 3 /4 "Edgegold Subfloor or eq 4' pony wall 9' -0" 28' -0" New Garage Dwight Waknitz 222 W loth Port Angeles, Wa Second floor 1/4" 1' metal clip as needed AAAA 4x12 ridge f 2‘r Simpson Bracket to attach LPI to beam 6x6 post Continuous Roof Vent df A A A A A AA Pabco Premier 30 yr 10 Weathered wood 66 AAAA AAA A 7/16" osb H35 clip each rafter SP' co 0 6x10 d f beam 12 New Garage Dwight Waknitz 222 W loth Port Angeles, Wa Cutaway construction 1/4" 1' TJI 11 7/8" rafters 24" o c continuous gutter to downspout and drywell .3/4 Edgegold sub floor or eq LPI 2095" 16 "oc 9 5" rim D F 16 "o c mil 7/16" osb beveled cedar siding to o match existing house See foundation page for detail metal clip as needed AAAA AAAA 4x12df �A h I ipson bracket to lch post to beam J beam to LPI 6x6 post continuous ridge vent Pabco Premier 30 yr Weathered wood 66 7/16" osb ridge N 6x10 d f beam 1 AAA A 10 12 5" rim 2 "x6" D F 16 "o c 7/16" osb New Garage Dwight Waknitz 2.22. W loth Port Angeles, Wa cutaway through dormer 1/4" 1' 2x10 d f ridge dormer 10/12 2x10 d f rafter 24 "o c metal clips as needed H35 clip A °A TJI 11 7/8" rafters 24" o c each rafter continuous gutter to k downspout and drywell 3/4 Edgegold sub floor or eq —LPI 20 9 5" joist 16" o c Ate" AAAAA 0 beveled cedar siding to match existing house See foundation page for detail LB ji 2:4 1 I A 6'-0" 4'-0" conduit for incoming underground electrical 2' rigid insulation in edge of pour edge of mono pour slab scale 1/2" 1' iL concrete 5) #4 rebar each way and metal bracket for 6" post. x 4 '4 ':AciTA)V,_._ 6-SSTB 24" with HD5A Holddowns no closer the 4 5" from end J bolt 1/2x10' 4' oc and 1' comers from treated 2x6 sill .4 t,\ Vapor barrier 2" sand 1`•-• 28'..0" 2-0" 1 A" If 1 ikt-)c40V- Drain pipe for downspouts to drywell 3 #4 rebar cont.(at least 3' from form) Alley 19( 2'-0" New Garage Dwight Waknitz 22.2 N loth Port Angeles, Wa 98362 Foundation N A foundation 10' from alley and 3'from east property line 7' -6" 3' -0" 7' r 3' -0" 7 -6 4' 1 6? to' a P 1 1- 2 ®3636 X3 636 'New Garage Dwight Waknitz 6'_ 222 W loth CO co Port Angeles, Wa co 'p Ground Floor 1/q 1 P.' 1 3s C i sta 6 -8 "rise to be I determined by contractor 4' -0" 10 "run -6x6 post 10 x8 overhead door 4x12 beam 10' -0" 2' -0" 10 x8 overhead door Property line 3' from building 4x12 beam 10' -0" 28' -0" Alley 10' from garage 2' -0" II (2 1 0 N IT N co N 00 r' co 4' pony wall 11 11 cc 4' pony wall Be 11 7 6'X6''support post 11 11 8'hx10w dormer wall -24 28 -1124 28 8'hx10'w dormer wall 2428..2428 10' -0" 28' -0" 4' pony wall AMA New Garage Dwight Waknitz 222 W loth Port Angeles, Wa Second floor 1/4 1 LPI2095" 16 "o c with Simpson hanger y 11 U 11 11 11 11 11 TI TI Simpson metal 1 Y bracket 3 /4 "Edgegold Subfloor or eq TI CO pin wall ;4- 9' -0" 4 �P l 0 N metal clip as needed 6x6 post f A A A A A A 'Ix12d r`N rtiirtge- 5''e X ZZta. Ex Le) Simpson Bracket to attach LPI to beam Pabco Premier 30 yr 10 Weathered wood 66 Continuous Roof Vent AA AA A A AAA AAA A A d f beam 0 AA A A A A n A A A n ^^^ddd 12 New Garage Dwight Waknitz iii W loth Port Angeles, Wa Cutaway construction 1/4" 1' 7/16" osb 3 tS" rafters 24" o c ■...P' 7.0 A A A A A a2 5 A A A A A !stag clip A each rafter A AAAAfA continuous gutter to A A downspout and drywell -IA ao 3/4 Edgegold sub floor or eq LPI 2095" 16 "oc -9 5" rim 2x6 D F 16 "o c 7/16" osb beveled cedar siding to match existing house ;I See foundation page for detail 8 metal clip as needed /■.•___continuous ridge vent Pabco Premier 30 yr Weathered wood 66 7/16" osb A A A A 1� d -ridge A AAA 4 A I ipson bracket to ach post to beam 1 beam to LPI 6x6 post •L,x Iq'%, L.1 10 12 2x10 d f ridge dormer AAAA 10/12 A A A A AA A �A i42 5 A A f clip A A A each rafter AA A AAA co 9 0) I `9 5" rim 4- 7/16" osb New Garage Dwight Waknitz 212. W loth Port Angeles, Wa cutaway through dormer 1/4" i 2x10 d f rafter 24 "o c metal clips as needed rafters 24" o c continuous gutter to downspout and drywell 3/4 Edgegold sub floor or eq —LPI 20 9 5" joist 16 "oc A A AAAA A AAA A 2 "x6" D F 16 "o c beveled cedar siding to match existing house See foundation page for detail 9 9 0' 6X6 POST 'ECCQ5 -6 SDS2.5 o O ��o�• N 1 s N N i 1 I, 2X8 DF #2 0 o I ®24 OC co k X N d ri le 28' -0 5 —0' 5' —o' u u C ri 5— Y8X22 -1/2 GLB r, (2) 2X12 DF #2 1 ROOF FRAMING PLAN SCALE. 1/4 1 —0" 6X6 POST ECCQ5 -6 SDS2.5 !DATE SEPTEMBER 2006 WAKNI TZ 4SEASONS (SCALE 1/4 I DRAWN BY DJP ENGINEERING, INC (360) 452 -3023 I CHECKED. 619 S. Chase St. Port Angeles, WA 98362 I SHEET ►v l i 3X FRAMING REQUIRED AT ALL PANEL JOINTS FOR TYPE 3,4 AND 5 SHEAR WALLS PLYWOOD OR OSB SHEATHING AND NAILING PER SHEAR WALL SCHEDULE SOLID BLOCKING AT ALL PLYWOOD JOINTS 4X OR DOUBLE 2X END STUD HOLD DOWNS PER PLAN FLOOR FRAMING OR FOUNDATION BELOW, SEE PLAN ANCHOR BOLTS OR BASE PLATE NAILING PER SHEAR WALL SCHEDULE SHEAR WALL PANEL SCALE. 3/8 1'--0 R.O. PER ARCH i PLAN SHEAR WALL AND HOLD DOWNS ABOVE PER PLAN 0 0 1 g i HEADER i PER PLAN �_L� /i ij //i DATE. SEPT 2006 WAKNI TZ 4SEASONS 1 SCALE. I DRAWN BY DJP ENGINEERING, INC (360) 452 -3023 CHECKED: 619 S. Chase St. Port Angeles, WA 98362 SHEET l l General Notes 1 Ground snow load 25 PSF 2. Maximum soil bearing capacity 1500 PSF 3. Seismic Zone D2. 4 Wind, VFM 80 MPH, 3 second gust, V3S 100 MPH, Exposure 'C' 5. Notations on drawing relating to framing clips, joist hangers and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong -Tie Company San Leandro, CA. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal load capacities. 6. Roof Trusses: Trusses shall be designed by the manufacturer and design calculations shall be submitted for approval prior to fabrication. Each wood truss shall carry a grading stamp. Top chord members shall be sized to accommodate snow load in note 1 and appropriate snow drifts as noted in the URC. No field modification of trusses will be allowed without the engineer's approval. Live load truss deflection shall be limited to L/360. Total load deflection will be limited to L/240. 7 Girder trusses shall be attached to wall framing with Simpson LGT2, minimum 2000 pounds uplift, or equal. 8. Contractor shall provide temporary bracing and shoring for the structure and structural components until all final connections have been completed in accordance with the plans. 9. Contractor shall be responsible for all the required safety precautions and methods, techniques, sequences or procedures required to perform his work. 10. Contractor initiated changes shall be submitted in writing to the structural engineer for approval prior to fabrication or construction. 11 Drawings indicate general and typical details of construction, where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used. General Concrete Notes (The Following apply unless shown on the plans) 1 All materials and workmanship shall conform to the requirements of the drawings, specifications, and the 2003 International Building Code. 2. Concrete shall attain a 28 day strength of F'C= 2500 psi, 5 1/2 sacks of cement per cubic yard of concrete. 3. Reinforcing steel shall conform to ASTM A615 -76A, Grade 40, fy= 40,000 psi. 4 Reinforcing steel shall be detailed (including hooks and bends) in accordance with 30 bar diameters or 2' -0' minimum. Provide corner bars in all wall intersections. Lap corner bars 30 bar diameters or 2' -0' minimum. 5. Lap adjacent mats of welded wire mesh one full mesh at sides and ends. 6. No bars partially embedded in hardened concrete shall be field bent unless specifically so detailed or approved by the structural engineer 7 Concrete protection (cover) for reinforcing steel shall be as follows: 8. Footings and other unformed surfaces: earth face 3' Formed surfaces exposed to earth, walls below ground, or weather #6 bars or larger 2' #5 bars or smaller 1 1/2' Walls interior face 3/4' 9. Footings shall bear on solid unyielding natural earth free of organic material Single story structures Two story structures Three story structures 12' below original grade 18' below original grade 24' below original grade 10. Concrete slabs in living spaces shall be 4 inches thick minimum, with 6x6, 10 ga W W.M. over 2' clean damp sand, over 6 mil vapor barrier over 4' crushed rock, over compacted subgrade. 11 Other concrete slabs shall be 4 inches thick minimum, with 6x6, 10 ga W W.M. over 4' crushed rock, over compacted subgrade. 2. Minimum nailing requirements: Unless otherwise noted, minimum nailing shall be in accordance with Table 2304.9.1 of the 2003 I.B.C. 3. All structural framing lumber such as 2x_ joists, and rafters to be Douglas Fir No. 2, Spruce /Pine /Fir No. 2, or Hem /Fir No. 2 kiln dried. 4 All 2x_ studs and blocking to be Douglas Fir construction, Spruce /Pine /Fir construction, or Hem /Fir construction grade. 5. All structural posts to be Douglas Fir No. 2 kiln dried. 6. All structural headers to be 4x_ Douglas Fir No. 2 kiln dried. 7 All Glu -lam beams to consist of Douglas Fir kiln dried 24F -V4 standard grade unless noted otherwise on plans. 8. All 2x framing lumber exposed to weather and/or moisture shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for above ground use. 9. All 4x and 6x structural lumber exposed to weather and /or in ground contact shall be Hem -Fir No.2, pressure treated in accordance with the American Wood Preservers Association standard for ground contact use. 10. Framing connectors, nails, bolts, and other fasteners in contact with pressure treated wood shall have the following finishes. 11 When using Stainless Steel or hot -dip galvanized connectors, the connectors and fasteners should be made of the same material. Stainless Steel fasteners shall not be use in applications where contact with Galvanized and Post Hot -Dip Galvanized metals will occur 12. 13. 14 15. All wood framing details not shown otherwise shall be constructed equal to or better than the minimum standards of the 2003 I.B.C. Wood Treatment CCA -C and DOT Sodium Borate (SBX) ACQ -C, ACQ -D, CBA -A, CA -B, Other Borate (Non -DOT) Steel Ammoniacal Copper Zinc Arsenate (ACZE) and other pressure treated woods. Wood Framing Notes (The Following apply unless shown on the plans) Finish Galvanized, 0.60 oz/f` Post Hot -Dip Galvanized, ZMAX galvanized, 1.85 oz/ft or SST300- Stainless Steel SST300- Stainless Steel Individual members of built -up posts and beams shall each be attached with 16d spikes at 12' o.c. staggered. All columns in framed walls to be well nailed into adjacent framing in order to resist lateral movement. Provide solid blocking for wood columns and multiple studs through floors to supports below. Provide 4x10 headers, or double 2x10 headers over and one trimmer and one king stud each side of all openings 5 feet or less in width in stud bearing walls not detailed otherwise. 16. Provide 4x10 headers, or double 2x10 headers over and two trimmers and one king stud each side of all openings greater than 5 feet in width in stud bearing walls not detailed otherwise. 17 Provide 4x8 headers, or double 2x8 headers over and double studs each side of all openings in non structural stud walls not detailed otherwise. 18. At joist areas: Provide solid blocking at bearing points. Provide double joists under all load bearing partitions. Provide double joists each side of openings unless detailed otherwise. 19 Provide double joist headers and double joists each side of all openings in floors and roofs unless detailed otherwise 20 Toenail joists to supports with 2 -16d nails, 2 -10d box nails for TJI joists. Attach all beams at the roof exceeding 8'0' in length with Simpson ST 292 strap each end. 21 Attach joists to flush headers and beams with Simpson 'U' series metal joist hangers to suit the joist size. 22. All wood stud walls shall have lower wood plate attached to wood framing below with 16d nails at 12' o.c. staggered, unless otherwise noted in the shearwall schedule. 23. Plywood roof and floor sheathing unless otherwise noted on plan shall be laid up with face grain perpendicular to supports and nailed with 8d nails 6' o.c. to framed panel edges and over stud walls shown on the plans 12' o.c. to intermediate supports. Provide approved plywood clips 16' o.c. at unblocked roof sheathing edges. Provide solid blocking at lines of support at floors. Toenail blocking to supports with 16d 12' o.c. unless otherwise noted in the shearwall schedule. 24 Provide continuous solid blocking at mid- height of all stud walls over 10' in height unless wall is blocked per shear wall note. 25. Plywood wall sheathing for noted shear walls shall have solid blocking at all sheathing panel edges. See shear wall schedule for further notes Y7o I Mark Sheeting Fastener spacing 0 all edges (Blocked) 8d06 "OC OR 15 GA 04" OC 7/16" OSB 7/16" 05B 1/2" CDX plywood 1/2" CDX plywood 1/2" CDX plywood 1/2" GWB both sides 5/8" GWB both sides Notes: 5. 6. 7 8d 04 "OC OR 15 GA 0 3" OC 8d 0 3" OC OR 15 GA 0 2 -1/2" OC 10d 0 3" OC 10d 0 2" OC WAKNI TZ SHEARWALL NOTES 5d COOLER 0 4" OC OR 5dGWB04 OC 6d COOLER 0 4" OC OR 6dGWB04 "OC SHEAR WALL SCHEDULE 1, 7 Intermediate framing nail spacing 8d 0 6" OC for stud framing 0 24 8d 012" OC for stud framin 0 16" 8d 06 "OC for stud framing 0 24" 8d 0 12" OC for stud faming 0 16" 8d 0 6" OC for stud framing 0 24" 8d 012" OC for stud framing 016" 10d 0 6" OC for stud taming 0 24" 10d 012 OC for stud framing 016" 10d 0 6" OC for stud framing 024" 10d012 "OC for stud framing 0 16" 5d cooler 0 4" OC 5dGWB04 "OC 6d cooler 0 4" OC 6d DWG 04 "OC ALL SHEAR PANELS SHALL BE BLOCKED. aottom plate nailing Framing I doubled stud solicino backing 'Sheeted I Sheeted size one side both sides 2x 1. ALL NAILS SHALL BE GALVANIZED BOX NAILS OR COMMON NAILS, 8d common 0.131 dla X 2 -1/2 "min. 10d common 0.148 "dla X 3 "min. 8d box =0.113 "dia X 2 -1/2 "min. 10 box s 0.128 "dia X 3 "min. 15 GA. staple 0.072 "dia X 1 -1/2" min. NAILS TO BE DRIVEN FLUSH W1TH SHEATHING. DO NOT OVER DRIVE NAILS. 4SEASONS Anchor Bolts I Sheeted I Sheeted one side both sides 240 PLF 2, 3, 6 2 -16d 0 2 -16d 0 1/2 "X10" 5/8" X10" 480 PLF 12 "OC 8 "OC 048" O.C. 0 30" O.C. 2x 350PLF 2,3,5,6 2 -16d 2 -16d 0 5/8" X10" 5/8" X10" 700 PLF 010 "OC 5 "OC 0 40" O.C. 0 20" 0.0 3x or DBL.2x 3x or DBL.2x 3x or DBL.2x 2x 2x 490 PLF 2, 3, 4, 5, 6 2 -16d 2 -16d 0 5/8" X10" 5/8 "X10" 980 PLF 0 7 "OC 3- 1 /2 "OC 0 28" 0.C. 014" O.C. 2 -16d 2 -16d 0 5/8" X10" 5/8" X10" 1200 2, 3, 4, 5, 6 0 6 "OC 3 "OC 0 24" O.C. 0 12" O.C. 770 PLF 2, 3, 5, 6 3 -16d 3 -16d 0 5/8" X10" 5/8 "X10" 1540 PLF 0 6 "OC 3 "OC 018" O.C. 0 9" O.C. 2 -16d 0 5/8" X10" 12 "OC 0 48" 0.C. 2 -16d 0 5/8" X10" 10 "OC 0 36" O.C. FASTERNERS SHALI,_MEET THE FOLLOWING CRITERIA: 5 cooler 0.0886 "dia 1-5/8 min. 5d GWB =0.086 "dia X 1 -5/8" min. 6d cooler ■0.092 "dia X 1 -7/8" min. 6d GWB 0.092 "dia X 1 -7/8" min. 16d common 0.162 "dia X 3 -1/2" min. Maxiumum Notes allowble shear 300 PLF 375 PLF 2 PROVDE APA RATED SHEATHING PLYWOOD OR OSB APA RATED SIDING 303 OF INNER SEAL OSB RATED PANEL SIDING ON ALL EXTERIOR WALLS AND NAIL PER NOTE 1. 3 SPECIFIED SHEATHING AND SIDING PANEL EDGES SHALL BE BACKED WITH 2" OR 3" FRAMING (PER THE TABLE) INCLUDING FOUNDATION SILL PLATES, VERTICAL FRAMING, AND BLOCKING. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY (SEE NOTE 4 FOR EXCEPTION). NAILS SHALL BE STAGGERED FOR r FRAMING. 4 7/16" OSB MAY BE SUBSTITUTED FOR 1/2" CDX PLYWOOD IF FRAMING IS SPACED AT 16" ON CENTER, OR PANELS ARE APPLIED WITH LONG DIMENSION ACROSS STUDS FOR FRAMING SPACED AT 24" (BLOCKED). WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3 —INCH NOMINAL AND NAILS ON EACH SIDE SHALL BE STAGGERED. I DATE. SEPTEMBER 2006 I SCALE. NONE 'DRAWN BY DJP ENG /NEER /NG, /NC (360) 452 -3023 I CHECKED: 619 S. Chase St. Port Angeles, WA 98362 I SHEET: 14 3, 6 3, 6 r JOIST I HEADER Simpson Strong —Tie A35 Framing Anchor DATE. JANUARY 2006 4SEASONS DRAWN BY ENGINEERING, INC (360) 452 3023 CHECKED: 619 S. Chase St. Port Angeles, WA 98362 SHEET: OF Garage Structural Design for Dwight Waknitz 222 W 10th St. Port Angeles, WA 98362 TP# 063000 032620 �f_E OPY 4 SEASONS ENGINEERING, INC 619 SOUTH CHASE STREET PORT ANGELES, WA 98362 4SEASONS ENGINEERING, INC Jim Lierly City of Port Angeles Building Official PO Box 1150 Port Angeles, WA 98362 Subject: Scope of Engineering for Structural Design Dwight Waknitz 222 W 10th St. Port Angeles, WA 98362 Enclosed is the structural design of the Garage for Dwight Waknitz. At this time, portions of this structure that have been reviewed by the engineer include 1 Lateral Forces 2. Beams and Headers 3 Foundation Please give me a call if you need any additional information Sincerely 2a/TA, Donna J Pet rsen P E (360) 452 -3023 Fax (360) 452-3047 619 S. Chase Street Port Angeles, WA 98362 September 19, 2006 Structural Design Dwight Waknitz 222 W 10th St. Port Angeles, WA 98362 DESIGN CRITERIA ELEVATION LESS THAN 625 FT SNOW LOAD GROUND= 25 PSF LIVE LOAD 40 PSF (FLOOR) DEAD LOAD 10 PSF (FLOOR) DEAD LOAD 10 PSF (ROOF) DEAD LOAD 7 PSF (CEILING) WIND SPEED, VFM 80 MPH 3 SEC GUST, Vas 100 MPH EXPOSURE C SEISMIC ZONE D2 SOIL BEARING 1500 PSF REFERENCES (3) (4) (5) (6) DESIGN STRESSES DOUGLAS FIR/LARCH #2- 2 4 x Fb= 900 PSI F 95 PSI E= 1 6 (10) PSI DOUGLAS FIR/LARCH #1- 2 4 x Fb 1200 PSI Fv 95 PSI E= 1.8 (10) PSI HEM FIR #2 -2 &4 Fb= 850 PSI F 75 PSI E= 1.3 (10) PSI GLU -LAM BEAMS 24F -V4 Fb= 2400 PSI (T) BOTTOM Fb= 1850 PSI (T) TOP F 165 PSI E= 1.8 (10) PSI INTERNATIONAL BUILDING CODE 2003 INTERNATIONAL RESIDENTIAL CODE 2003 TIMBER CONSTRUCTION MANUAL 3RD ED by AITC CONNECTORS FOR WOOD CONSTRUCTION by SIMPSON STRONG -TIE WESTERN WOODS USE BOOK by WESTERN WOOD PRODUCTS ASSOCIATION MAY 1996 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2001 ROSBORO -APA WOODCAD, VERSION 1 1 by ROSBORO GLULAM RESOURCES 2000 RISA -2D RAPID INTERACTIVE STRUCTURAL ANALYSIS 2- DIMENSIONAL VERSION 6.5 7 1 28 New Garage Dwight Waknitz 222 W loth Port Angeles, Wa North Elevation 1/4" 1' 41-0" Garage Dwight Waknitz 222"W 10th :St. Port Arigeles;'WA. 98362. 2003 IBC WIND ANALYSIS BUILDING DESCRIPTION FIRST FLOOR SECOND FLOOR ROOF HEIGHT 5 AVERAGE HEIGHT OF BUILDING 19 1 A I 2.4 I 3 I 3 I WIND EXPOSURE IC WIND SPEED 1100 MPH ROOF PITCH 1 10,1 121 39.811 P XI.Ps30 P A AREA A. Ps30 AREA B, ps30 AREA C ps30 AREA D ps30 AREA E, ps30 AREA F ps30 AREA G, ps30 AREA H, ps30 E oh G oh COMPONENTS ZONE 1 50sgft ZONE 2, 50 sqft ZONE 3, 50sgft EAVES Z3 WALL ELEMENTS Z4 -10 Z4 -20 Z4 -50 Z4 -100 Z4 -500 Z5 -10 Z5 -20 Z5 -50 Z5 -100 Z5 -500 AREA 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 I 1)03 IBC SEISMIC ANALYSIS SIMPLIFIED BASE SHEA S1 0.50 Ss 1.25 SITE CLASS D Fv 1.50 Fa 1 00 2A =1 60 I Sm1 075 Sms 1.25 Sdl 0.50 Sds 0.83 SEISMIC USE GROUP 1 SEISMIC DESIGN CATEGORY 1 D LC1,P ILC2,p 1LC2,P RESPONSE MODIFICATION FACTOR I 61/2 22.671 17.81 22.67 SEISMIC BASE SHEAR COEFFICIENT= I 0 154 15.541 12.21 15.54 CONNECTION OF SMALL ELEMENTS 18.08 14.21 18.08 SHEAR COEFFICIENT= I 0 111 12.48 9.81 12.481HORIZONTAL DIAPHRAGMS 1 78 6.91 8.791SHEAR COEFFICIENT= 0.1667 13.75 -5.31 6.75JBEARING AND SHEAR WALL 0.64 5.91 7.511OUT OF PLANE WALL FORCES 11.84 3.81 4.84ISHEAR COEFFICIENT= -8.02 -6.31 8.021MASONRY AND CONCRETE OUT OF PLANE -9.17 7.21 9.17ISHEAR COEFFICIENT= I 0.6667 WIDTH LENGTH LEAST DIM 28 1 241 241 ILC1 Ps3o :11 17.8 11 12.2 11 14.2 11 9.8 11 1 4 11 10.8 11 0.5 11 -9.3 -6.3 11 7.2 561 1 1. 15.4 11, -23.3 11. -36 11 -33.5 11 z; 18 11 1.7:2 1 1: 16.1 11 „15.3 II:* 0.4 1 1 11 17.2 1I `16.1 .15.3 11r 19.61 -9.611 115.3521LONGEST TRUSS 2 FT OC 29.67 19.671 236.0851EAVES -45.85 35.851 'ROOF DEAD LOAD -42.66 32.661 130.6561TRUSS UPLIFT 0 00 HURRICANE CLIP 22.92 19 „51 -24.83 21.91 1,8.7 -23.82 20.50 17 61 -22.41 19.49 16.8 -21 40 17.07' 149 18.98 22.921 -24 -30.69 21.911 22.51 -28.65 20.501_, 20 -25.85 19.491 1 23.82 17.071 14 °91 18.98 H1 0.3333 24 2 10. 482 Garage Dwight Waknitz 222 W 10th St. Port Angeles, WA 98362 LATERAL IAW IRC 602 I IROOF& CEILING DL= 117' -(PSF I MARK LEVEL I METHOD 'HEIGHT 'LENGTH 'INTERIOR ICONT MAX I %WALL TABLE TABLE (TABLE LENGTH TOTAL 1 OR 5 IFT IFT IWALL? IWIDTH 'OPENING REQ'D R602.10.5 R602.10.11 ITBL R301.2.2.4 REQUIRED BRACED 1 1 1 1 1 'HEIGHT I WALL WALLA 1 1 '91 281 NI I 3 0.25 0 ,8 1 1.04 5.8 8 WALL C I 1.04 5.8 8 WALLB 1 9 .IF.... 31. 91 241- NI. I 0 0.25 0.8 1 1.04 5,0 8 WALLD 11.. 31 91 2 NI i 6.7 0.25 0.9 1 1.04 5.6 8 WALLA 21. 31 ..41 261: "2'5 0.55 0.8 1 1,02 12.6 ENG WALLB _21 31 4 '1281'. NIn 1: 2.5 0,55 0.8 1 1,02 12,6 16 WALL C '2I, 31 41 241 N1.. I 2:5 0,55 0.8 1 1.02 10.8 12 WALLD Z1.., 41....., 'z41,,,, :'Ni 25 0.55 0.8 1 1.02 10.8 11. 12 WALL MAIN WALL A TRIB AREA A B C D LATERAL FORCE RESISTING SYSTEM WIND LOADS (AREA)(PRESSURE) /LENGTH SHEAR WIDTH I HEIGHT I PS I FORCE FT I FT I PSF I LBS 8.0: I 14.5 I 22.67 I 15.54 I 4.0 ,,,I 14':5 I 18.08 I 'I 0.0= •.I 12.48 I 3971.9 LENGTH 1 SHEAR FT IPLF 28 1 141.9 SEISMIC LOADS TRIB WIDTH I DL I SHEAR SHEAR 1 SHEAR AREA FT I PSF I COEFF LBS IPLF ROOF 14.0 I .17 'I I FLOOR 12.0 17 1 I WALL 9.0 '1 °8 .1 I ETC. I. 8 I 0.154 2400.2 1 85.7 Garage Dwight Waknitz 222 W 10th St. Port Angeles, WA 98362 Level MAIN WALL A I WIND WALL I SHEAR PANEL PLF I 141 9 A I 496.5 B I 496.5 C I 496.5 SEISMIC SHEAR PLF 85 7 300.0 300.0 300.0 OVERALL HEIGHT WIDTH FT. FT 28 9 _4 9 2 9 2 PERFORATED SHEAR WALL DESIGN MINIMUM PIER HEIGHT WIDTH IMAX OPENING FT FT I HEIGHT (FT.) OF WALL HEIGHT 0 0 0 OF FULL HEIGHT SHTHG. 1:00 1 .00 RESISTANCE DESIGN SHEAR ADJUSTMENT SHEAR WALL FACTOR PLF TYPE 1.00 354.6 3 1.00 600.1 (2 SIDES) 3 1.00 600.1 (2 SIDES) 3 WALL DL 5 TRIB ROOF FT ROOF DLIFLOOR DLi 17 15 TRIB FLOOR FT UPLIFT LBS. 4184.o(PHD5 4356.8IPHD5 4326.21PHD5 4 Seasons Engineering Inc. Project: 222 W 10TH ST Job DWIGHT WAKNITZ Client: DWIGHT WAKNITZ Design Checks Max. Value Allowable of Allow Location Reactions and Bearing S ippor; ,Loca0n; ftf 0' 157 7/16' F ..0a4tior r lb 434 466 1406.34 31 0' Program Version 8.2 12/17/2004 !Min. B,daring RAFTERS -Roof Beam Input Data 'G,h e,( ,40* Vo; -Doug as .i.r =t arch r ei�,sior>jat Left Cantilever None Main Span: 15'7 7/16' Check for repetitive use? Yes Tributary Width: 2' Dead Load: 17 psf Live Load: 0 psf Allow LL Deflection: U240 Allow TL Deflection: U180 Eb. 1600000 psi F 180 psi 8endi.ng• .X psi' 643 469 1190.25 54 7'9- 23/32' F 1.5 434 466 1.5 434 466 Self- weight of member is not included. Member has an actual /allowable ratio in span 1 of 55 l Design is governed by combined stress NDS 3.9 -1 Governing load combination is Dead +Snow Condition 1 w /Pattern Loads. Maximum hanger forces: 434 466 lb (Left) and 434 466 lb (Right). Page 1 11 38 02 09/19/06 Designed by Donna Petersen P E. Checked by Right Cantilever None Slope: 10:12 Snow Load: 25 psf DOL. 1 150 Fb. 900 psi Shear I.L P.efi. T.,4,064. ?pss in lri 34.308 0.1388 0.2617 207 0 781 1 0414 17 ti 17 25 V 11 1/4' 7'9- 23/32' 7'9- 23/32' 222 W 10TH ST 2004.2 Allowable Stress De ion NOTE. 1 THIS COMPONENT IS DESIGNED TO SUPPORT ONLY THE VERTICAL LOADS SHOWN VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WIND AND SEISMIC BRACING, AND OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT 2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE LATERAL STABILITY 3. DO NOT CUT NOTCH OR DRILL LPI FLANGES. 4. SHIM ALL BEARINGS FOR FULL CONTACT 5. VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. 6. THIS LPI IS TO BE USED AS A ROOF JOIST ONLY MAKE PROVISION FOR ADEQUATE DRAINAGE. 7 PROVIDE ANCHORAGE AT SUPPORTS TO RESIST SLIDING COMPONENT OF LOAD. 8. PROVIDE COMPRESSION EDGE BRACING AT 41" O.C. OR LESS. SUPPORT REACTIONS (LBS) CASE B E A R I N G N U M B E R 1 2 1 566 566 2 266 266 I MIN BEARING SIZES (IN -SX) 1 8 1 8 File: C: \Wood E Design 2004.2 \woode.spx MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0 14 0 77 *DEAD LOAD 0 19 TOTAL LOAD 0 27 1 03' Handling 8 Erection Temporary and permanent bracing fo holding component plumb nd for resisting lateral forces shall be designed and installed by others. No loads to be applied to the compon nt until are all the framing nd taste ng are completed. At time shall loads gr ater tha design loads be applied to the component Design Criteria The design and matenal specified substantial conformity with the latest rev of NOS nd AITC. Dead load detlecti nclude adjustment facto for creep Total load deftecti ns nstanta LOAD TABLE NOTE. LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHER LOAD CASES FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DISTRIBUTION SOURCE TYPE TOP /SIDE LOAD UNIFORM ROOF LIVE TOP UNIFORM ROOF DEAD TOP WARNING NOTES. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. 11 875 1 I `k t2 500 CROSS SECTION 50 PLF 34 PLF FROM FT IN -SX 00 00 00 00 00 00 DWIGHT WAKNITZ TO LOAD FT IN -SX 12 -00 -00 12 -00 -00 THIS COMPONENT DESIGN IS SPECIFICALLY FOR L -P ENGINEERED WOOD PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG -LAM LVL OR LPI JOISTS IS STRICTLY PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW BYA DESIGN PROFESSIONAL. MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI JOIST AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. 1 LPI 20 DEPTH 11.875 WEB 0 375 FLANGE 1.50 X 2.50 LDF 1 00 0 90 12- 0- 0 THIS DRAWING IS NOT TO SCALE 'Miscellaneous Information 'Gang -Lam LVL and CTR, LP! Joist Specifications The use of this component shall be specified by the designe of the Supports nd connecti fo Gang -Lam LVL nd CTR, LPI Joists to be complete structure. Obla all the ecessary code compli one approval and specifi applications. instructions from the designers of the complete structure before using thi Commo its do parallel to glu li shall be spaced mi mum of 4' for 10d component. If the design crite listed abov does not meet local building nd 3" fo 8d. code requirements, do of use thi design Whe this drawing is signed Do of cut, otch, drill after Gang -Lam LVL nd CTR, LPI Joists xcept as shown and sealed, the structural design approved shown this drawing published mate al from LP ny of Gang -Lam LVL and CTR, LPI Joists contrary data provided by the costume Gang-Lam LVL nd CTR, LPI to the limits set forth hereon negate ny xpress warranty of the product nd LP joists are made without camber and will deflect nde load. Wood di ect disclaims all implied waranties'ncluding the implied warranti of merchantability contact with concrete must be protected required by code Conti nd fitness fo particula use. lateral support R assumed (wall, flo beam, etc.). LP does of pr ide o she nspection Thi drawing must ha Architect's or Engi efs al A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Mixed to be considered Engmeenng document. LP is registered trademark of Lo -Pacifi Corporati Software Provided By LP Engineered Wood Products 2706 Highway 421 North Wilmington, NC 28401 Local 910.762.9878 National Wats 800.999.9105 DWG SHEET DESIGN CRITERIA LIVE LOAD 25 PSF DEAD LOAD 17 PSF TOTAL LOAD 42 PSF 'SPACING 24 00 IN C/C I DEFLECTION CRITERIA LIVE LOAD DEFL L 240 TOTAL LOAD DEFL L 180 LOAD SHARING 0 B CODE COMPLIANCES REPORT ICC -ES ESR -1305 WISCONSIN 200405 -W CCMC 12724 -R L.A. City RR 25099 N Y CITY MEA 101 -00 -E 09 /19/06 SBCCI MSI: 0.49 VSI: 0.32 4 Seasons Engineering Inc. Project: 222 W 10TH ST Job DWIGHT WAKNITZ Client: DWIGHT WAKNITZ In wp�jut Data -��11/AI��` J� jjy� w N� ♦■/�wl� Ct:ie kxdf *401 M.2- ougNas 1 r' air OimemW Left Cantilever None Main Span: 10' Check for repetitive use? Yes Tributary Width: 3' Dead Load: 17 psf Live Load: 0 psf Allow LL Deflection: U240 Allow TL Deflection. U180 Eb. 1600000 psi F 180 psi User Defined Loads 144 410; 49ad a Tjtp* Dead Concentrated Snow Condition 1 Concentrated Design Checks Max. Value Allowable of Allow Location Reactions and Bearing :Siipparktocatipn l .lyfih;=8saring 0' 1.5 10' 1.5 Program Version 8.2 12/17/2004 DORMER HEADER -Roof Beam D.istari o i,(s"),tg. s 5' 5' ti r Sending .X. 1175.13 792.889 2812.69 1035 42 if 77 le 0' 5' Reaction. 14: 1175.13 1175.13 Self- weight of member is not included. Member has an actual/allowable ratio in span 1 of 77 1 Design is governed by bending fb /Fb. Governing load combination is Dead +Snow Condition 1 w /Pattern Loads. Maximum hanger forces: 1175.13 lb (Left) and 1175.13 lb (Right). Shear. :psf 47.204 207 23 11 1/4 Page 1 14 51:28 09/19/06 Designed by Donna Petersen P E. Checked by Right Cantilever None Slope: 0:12 Snow Load: 24.5 psf DOL. 1 150 Fb. 900 psi 149adgat 'Of ptf 425 625 0.0736 0.5 14? 5' 0.1206 0.6667 18? 5' 4 Seasons Engineering Inc. Project: 222 W 10TH ST Job DWIGHT WAKNITZ Client: DWIGHT WAKNITZ Input Data hegka t ktglt. Left Cantilever None Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: U240 Eb. 1600000 psi User Defined Loads ,oast 0aes; Dead Snow Condition 1 Dead Design Checks Max. Value Allowable of Allow Location CO") 1877 73 4219.03 45 157 7/16' Reactions and Bearing `$00:00.ocatior ft' 0' 157 7/16' Program Version 8.2 12/17/2004 DORMER RAFTER -Roof Beam .041.140: it l»areh� tart s i�naly' Main Span: 157 7/16' Tributary Width: 3'6' Live Load: 0 psf Allow TL Deflection: L/180 F 180 psi 1.04: Concentrated Concentrated Uniform Of,n.: Bearing, '.O1stance(s):;tg- $tart, `fE 9'9' 9'9' 0' :Bending .X; 744 401 1190.25 63 Il{ 511 19/32' A 6 0 1.5 1313.56 1.5 1877 73 ,Load Self- weight of member is not included. Member has an actual/allowable ratio in span 1 of 64 ke%. Design is governed by combined stress NDS 3.9 -1 Governing load combination is Dead +Snow Condition 1 w /Pattern Loads. Maximum hanger forces: 1313.56 lb (Left) and 1877 73 lb (Right). 12' Page 1 14 5709 09/19/06 Designed by Donna Petersen P E. Checked by Right Cantilever None Slope: 10:12 Snow Load: 25 psf DOL. 1 150 Fb. 900 psi Lad =at suit' Pit 470 705 64 ,shhar �l i:: Qef�: 11, peft. Pat 'in iin 51.691 0.1279 0.3078 207 0 781 1.0414 25V 16 29 14'8 -3/16' 8'25/32' 825/32' 242 W 1 0TH ST 2004.2 Allowable Stress Design NOTE: 1. THIS COMPONENT IS DESIGNED TO SUPPORT ONLY THE VERTICAL LOADS SHOWN VERIFICATION OF LOADING, DEFLECTION LIMITATIONS, FRAMING METHODS, WIND AND SEISMIC BRACING, AND OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED IS THE RESPONSIBILITY OF THE PROJECT ENGINEER OR ARCHITECT 2. PROVIDE RESTRAINT AT SUPPORTS TO ENSURE LATERAL STABILITY 3. DO NOT CUT NOTCH OR DRILL LPI FLANGES. 4. SHIM ALL BEARINGS FOR FULL CONTACT 5. VERIFY DIMENSIONS BEFORE CUTTING LPI TO SIZE. 6. THIS LPI IS TO BE USED AS A ROOF JOIST ONLY MAKE PROVISION FOR ADEQUATE DRAINAGE. 7 PROVIDE ANCHORAGE AT SUPPORTS TO RESIST SLIDING COMPONENT OF LOAD. 8. PROVIDE COMPRESSION EDGE BRACING AT 28' 0.0. OR LESS. NOTE FOR DOUBLE LPI A. CONNECT DOUBLE LPI USING 2X6 5/8" OSB FILLERS FULL LENGTH OF JOIST. FOR JOISTS THAT ARE TOP LOADED ONLY,FILLERS NEED ONLY BE LOCATED AT EACH SUPPORT AND AT 8' ON CENTER MAX. FILLERS MUST BE AT LEAST 4' LONG. TOP LOADS MUST BE APPLIED TO BOTH I- JOISTS. B. PROVIDE 4' LONG FILLERS AT ALL CONCENTRATED LOADS. CENTER FILLER ON LOAD C. FASTEN FILLERS THROUGH LPI WEBS WITH 2 ROWS OF 8d(2 -12 NAILS AT 12" OC FROM BOTH SIDES STAGGER ROWS AND CLINCH WHERE POSSIBLE. D. MAXIMUM SIDE- APPLIED LOADS FOR STANDARD DURATION: UNIFORM LOAD 260 PLF, CONCENTRATED LOAD 1000 LBS. LOADS CAN BE DOUBLED FOR NAILS AT 6' OC, TRIPLED FOR NAILS AT 4' 00, ETC. AND MAY BE ADJUSTED FOR OTHER LOAD DURATIONS. E. ROOF SHEATHING TO BE NAILED TO FLANGES OF ROTH 1-JOISTS SUPPORT REACTIONS (LBS) CASE B E A R I N G N U M B E R 1 2 1 1775 1933 2 829 892 MIN BEARING SIZES IN- SX) 1- 8 1 8 MAXIMUM DEFLECTIONS CALCULATED ALLOWABLE LIVE LOAD 0 24 0 77 'DEAD LOAD 0 31 TOTAL LOAD 0 45 1 03 Handling Erection Temporary and permanent bracing for holding component plumb and fo resisting lateral forces shall be designed and installed by others. No loads are to be applied to the compon nt ntil afte all the framing and fasten ng are completed. At time shall loads greater tha design loads be applied to the component. Design Cnteria The design nd mate at specified are ubstantial conformity with the latest rev of NOS and AITC. Dead load deflection nctudes adjustment factor fo creep. Total load deflecti 's nstantaneo LOAD TABLE NOTE. LOADS SHOWN ARE FOR INPUT LOAD CASE (1). OTHER LOAD CASES FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRED. (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER.) DISTRIBUTION SOURCE TYPE TOP /SIDE LOAD FROM FT IN -SX UNIFORM ROOF LIVE TOP 150 PLF 00 -00 -00 UNIFORM ROOF DEAD TOP 102 PLF 00 -00 -00 CONCENTRATED ROOF LIVE TOP 188 LBS 09 -00-00 CONCENTRATED ROOF DEAD TOP 128 LBS 09 -00 -00 WARNING NOTES. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L -P ENGINEERED WOOD PRODUCTS. USE OF THIS DESIGN FOR ANYTHING OTHER THAN GANG -LAM LVL OR LPI JOISTS IS STRICTLY PROHIBITED. ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW BY A DESIGN PROFESSIONAL PROVIDE RESTRAINT AT CONCENTRATED LOAD TO ENSURE LATERAL STABILITY MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LPI JOIST AS DESIGNED. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LPI JOIST SECURELY TO BEARINGS OR HANGERS. CROSS SECTION 'Miscellaneous Information The use of this component shall be specified by the design of the complete structure. Obta all the ecessary code compli nce approval and instruction from the designers of the complete structure before using th' component. If the design cdte listed abov does of meet local building code requirements, do not use this design Whe thr drawing is signed and sealed, the structural design approved as shown this drawing based data provided by the customer Gang -Lam LVL nd CTR, LPI j ar made without camber and well deflect unde load. Wood di ect contact with concrete must be protected as required by code Conti lateral support is assumed (wall, floor beam. etc.). LP does of provide o -site specti This drawing must ha Architect's or Engineer's al afixed to be considered Eng' rig document. File. C:\Documents and SettingsiDonna PeterseraMy Documents1A PROJECT FILES \WAKNITZ \woode.SPX TO FT IN -SX 12 -00 -00 12 -00 -00 MINBRG =3 MINBRG=3 DWIGHT WAKNITZ 2 LPI 20 DEPTH 11.875 WEB 0 375 FLANGE 1.50 X 2.50 DESIGN CONSISTS OF 2 PLIES TOGETHER (REFER TO NOTES) LvhU ii/r 50 1 50' 0 0 LP registered trademark of Louis' -Pactfi Corporati 00 90 00 90 1)0Y YV 12 12 0- 0 THIS DRAWING IS NOT TO SCALE Gang -Lam LVL and CTR, LPI Joist Specifications Supports and connections for Gang -Lam LVL and CTR, LPI Joists to be specifi applicatio Commo nails do parallel to glu li es shall be spaced mi 'mum of 4' fo 10cl and 3" fo 8d. Do of cut, notch, drill alle Gang -Lam LVL and CTR, LPI Joists xcept shown published mate al from LP ny use of Gang -Lam LVL and CTR. LPI Joists contrary to the limits set forth heron negates ny xpress warranty of the product and LP disclaims all implied waranties'ncluding the implied warranties of merchantability and fitness for particula use. 'A COPY OF THIS DRAWING IS TO BE GIVEN TO THE INSTALLING CONTRACTOR Software Provided By LP Engineered Wood Products 2706 Highway 421 North Wilmington, NC 28401 Local 910.762.9878 National Wats 800.999.9105 DWG SHEET DESIGN CRITERIA LOAD SHARING CODE COMPLIANCES REPORT ICC -ES ESR -1305 WISCONSIN 200405 -W CCMC 12724 -R L.A. City RR 25099 N Y CITY MEA 101 -00 -E 09/19/06 SBCCI 0 MSI: 0.80 VSI: 0.55 LIVE LOAD 25 PSF FASTENED DEAD LOAD 17 PSF TOTAL LOAD 42 PSF SPACING 72 00 IN C/C I DEFLECTION CRITERIA LIVE LOAD DEFL L 240 TOTAL LOAD DEFL L 180 4 Seasons Engineering Inc. Project: 222 W 10TH ST Job DWIGHT WAKNITZ Client: DWIGHT WAKNITZ Input Data OttAffirit Left Cantilever None Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: U240 Eb. 1800000 psi User Defined Loads Loadtas* Dead Snow Condition 1 Dead Snow Condition 1 Design Checks '1104#1. 1 1. 44* Concentrated Concentrated Concentrated Concentrated Reactkn '10 Max. Value 10810 Allowable 10919.5 of Allow 99 if Location 0' Reactions and Bearing 4t IPPPf t0C4 ft 0' 28' RIDGE BEAM-Roof Beam Plfil.,searing Main Span. 28' Right Cantilever None Tributary Width. 12 Slope: 0:12 Live Load: 0 psf Snow Load: 25 psf Allow TL Deflection: U180 DOL. 1 150 F 240 psi Fb. 2400 psi Dllit■snqe(i)--to '§fait ft, 9' 9' 19' 19' POtittig, PSI 2308.25 2518.34 92 if 14' In 3.278 3.278 ReaptiOn 10810 10810 Load !length Self-weight of member is not included. Member has an actual/allowable ratio in span 1 of 92 11 Design is governed by bending fb/Fb. Governing load combination is Dead+Snow Condition 1 w/Pattern Loads. Maximum hanger forces: 10810 lb (Left) and 10810 lb (Right). Program Version 8.2 12/17/2004 5'bI)S V22 a0 4 A,),Q:ukne, Page 1 15 0012 09/19/06 Designed by Donna Petersen P E. Checked by 1;054 :$64: !Of 1502 2252 1502 2252 4 End Pit :gfig .14.,peo. let T1.4efi: ill 128.824 1.3594 -0.8118 276 1 4 1.8667 47 if 57 if 72 te 110-1/2' 14' 14' 12- 4 Seasons Engineering Inc. Project: 222 W 10TH ST Job DWIGHT WAKNITZ Client: DWIGHT WAKNITZ Input Data OW Left Cantilever None Check for repetitive use? Yes Dead Load: 17 psf Allow LL Deflection: L/360 Eb. 1800000 psi Design Checks Raacton: Max. Value Allowable of Allow Location Reactions and Bearing 44:00 4;ggation 0' 24'6' 8379 8463.97 FLOOR BEAM -Floor Beam 99 le 0' V1444ea01nq. =3n. 2.541 2.541 -V4 =Uii anced a :L .up Gltta: M gl main Span: 24'6' Tributary•Width: 12' Live Load: 40 psf Allow TL Deflection: L/240 (3 in Maximum) F 240 psi Bending X' p 1896.13 2251.29 84 tt 12'3' Self weight of member is not included. Member has an actual/allowable ratio in span 1 of 84 Design is governed by bending fb /Fb. Governing load combination is Dead +Floor Live w /Pattern Loads. Maximum hanger forces: 8379 lb (Left) and 8379 lb (Right). Program Version 8.2 12/17/2004 V o 1 C 1v i3 IL) C\ u S•e_. c7)1 C 1 c rAK:7 1 R eaction lb I C E st 110.652 240 46 V 22'10 -1/2' 8379 8379 Page 1 15 34 16 09/19/06 Designed by Donna Petersen P E. Checked by **OM? Right Cantilever None Slope: 0 Snow Load: 0 DOL. 1.000 Fb. 2400 psi LL1pifl= in° 0.6827 0.8167 83 if 12'3' TLL1eff. ;in -0 9728 1.225 79 12'3' 9 0 T \Vow., LP 3•-0" 0 0 Alley b 10th Street een 10th and 11th Overhead utility lines Existing Parking slab 35X20 Existing House 36X40 New Garage Dwight Waknitz 222 W loth Port Angeles, Wa 98362 Lot showing proposed garage 1/4" 1' Existing Garage 0 014 5X20 18' -0" --.1 4'-0" 10'-0" 29'-8" 1 uwignt waKnizz 2.22 W loth Port Angeles, Wa 98362 South Elevation /4" 1' 1 281-0" I 2'-0" 2'-0" . CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT Site Address; Installed By: Owner/Business: Owner/Business Address: %Residential Heat KW o Baseboard 0 Furnace/Boiler o Heatpump 0 Other o Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) o New Construction o Remodel ~ Service update/alter/repair o Add/alter circuits o Auxiiiary power (list below) o Special equipment (list below) DATE ..:focJ?O 05- 7-1'/ PERMIT NO. o READY FOR 0 WILL CALL FOR INSPECTION INSPECTION License Number: Phone: Phone: Sq. Ft. I:! Overhead o Undergr9..!!nsl~ ./,..-, Voltage ~T-l../ ~1.0 03..0 Service siz~Oz.O Amps o Temporary rJ lei z'AJSc0 2cfJO ~ /;ft.rC! U/ Ire: A/t'k/- ..;AY'tJ #y ~ ee . Size Comments Date Hold for: 0 Easement 0 Letter W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough-in/cover O.K. I,M' ,/fjl1"1':: O.K. to connect service o Final O.K. o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending Site Address: .;2.:).;L tV. New Meters - Notify the Dep rlment of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in Writing on the Wiring Report or the Building Permit. PHONE 457.0411, EXT. 158 or EXT. 224. ~ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT # ~ tJ!L ~or Amount paid WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall . OLYMPIC PRINTERS, INC. '.1 CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT PERMIT NO. c 'S't'.~ DATE </~/5'/ .I [ READY FOR 0 WILL CALL FOR INSPECTION INSPECTION Phone: Site Address: Installed By: Phone: OwnerlBusiness: Sq. Ft. o Residential Heat KW o Baseboard 0 Furnace/Boiler o Heatpump 0 Other o Commercial/Industrial load Total Connected load (attach breakdown) Total Motor load (attach breakdown) UAlI.-Id o New Construction t6 Remodel {) Service update/alter/repair o Overhead o Underground Voltage 'vl'10 03.0 /Service size :J..c-B Amps o Temporary ~ Add/alter circuits o Auxiliary power (list below) o Special equipment (list below) t?-tt:~~ ~ UA4~ Details/Description: . W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. AfIIf/J- Rough.in/cover O.K. 6 O.K. to connect service ~-P~F Size Comments Date Hoid for: 0 Easement 0 Letter ~ I o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending Installer: New Meters Site Address: . Notify the Department of City Light by reet Address and Permit Number when ready lor inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Inspector in;Wr"ting on the Wiring Report or the Building Permi!. PHONE 457.0411, EXT. 158 or EXT. 224. //,. / . NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT ,.., __&, f9 0 I peetor Amount paid WHITE - file by ddress YELLOW - file by number PINK - Top: Eng, Bottom: Customer GRE~N - Top: Inspector, Bottom: City Hall OLYMPIC PRINTERS. INC. .L . ELECTRICAL PERMIT CITY OF PORT ANGELES LIGHT DEPARTMENT Site Address: lLL- vJ D"T1- Owner/Business Address: fJ, 4. t:T o Residential eat KW aseboard 0 Furnace/Boiler o H atpump 0 Other o C mercial/lndustrial load Tot I Connected load (atta h breakdown) Total otor load (attach reakdown) o Ne onstruction o model Service update/alter/repair IlI"'Add/alter circuits o Auxiliary power (list below) o Special equipment (list below) . Detai Is/Description: !1c Ie -uf/ [1 un^"( C lc,A./J V ( 1,<1 I tL l^j_ tll0k 1/1' $~ I I g PERMIT NO. /30D 1~ t;;f!. OATE It> -I'; - <e? . Phone: Sq. Ft. Overhead o derground Volt e 01 030 Servic size o Tem orary Amps ~o A-JJ. , /0 -1- Uf. fN.m ( s,,^~ll r ~[.J ~(-H GAL~~ (rJ c, A./I.Jt/~ (!r (l . {l> () A-NS L I cell. W.S. No. Service Size Capacity: 0 O.K. 0 Not O.K. Comments PrlTot"'h inspe(;tion 0 1$'- n RQUQR iA/SO'/8f OJC cO O.K. te ceAAest service 'flFinalo.K. Date Hold for: 0 Easement 0 Letter o Signed up for serJlce/meter o Meter De rtr;;ent notified for installation o Fire partment notified of inspection o n Review approved/pendi ng N r e Department of City Light by Street Address and Permit Number when ready for inspection. Work must not be covered or electrically energized before inspection and O.K. for covering or service has been given by the Insp c or in Writing on the Wiring Report or the Building Permit. PHONE 457.0411, EXT.158 or EXT. 224. I~~ Inspector f Amount paid WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall Site Address: I.. S7A.- . NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT OLYMPIC PRINTERS. INC. Permit/Receipt ?3:;S New Meters Date: ~-'61 :f~ORT~ $4.0~~~ h!a "-~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property zoning . . . Application valuation 04-00000941 Date .445368 222 W 10TH ST 06-30-00-0-3-2620-0000- MECHANICAL PERMIT 10/27/04 RS7 RESDNTL SINGLE FAMILY 9405 Owner Contractor WAKNITZ DWIGHT R 222 W 10TH ST PORT ANGELES WA 983627708 AIRFLOW HEATING 221 W. CEDAR SEQUIM SEQUIM (360) 683-3901 WA 98382 Permit . . . . Additional desc Permit Fee Issue Date Expiration Date ELECTRICAL ALTER RESIDENTIAL THERMOSTAT 36.40 Plan Check Fee 10/27/04 valuation 4/26/05 .00 o /1 Qty Unit Charge Per 1.00 36.4000 EC EL-LOW VOLTAGE Extension 36.40 )oJ }'J N Permit Additional desc Permit Fee Issue Date Expiration Date MECHANICAL HEAT PUMP, 61.70 10/27/04 4/26/05 PERMIT FURNACE, DUCTS Plan Check Valuation Fee .00 o ]I I )> ~ Z Qty Unit Charge Per Extension 47.00 14.70 ~ ~ ~ \j\ Ct f o + ~ BASE FEE 1.00 14.7000 ECH ME- INSTALL 100- FAU Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98.10 98.10 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 98.10 98.10 .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 as 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. - L ......... Oil/ f-/ 6 Signature of Contractor or Authorized Agent Signature of Owner (if owner is builder) Date \ Date T:IPLANNINGIFORMSII102.15 [11/14/20031 BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS I YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I I PLUMBING UNDER FLOOR I SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW I WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS I GIRDERS SHEAR WALL/HOLD DOWNS WALLS I ROOF I CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL I FLOOR I CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE I PELLET I CHIMNEY HOOD I DUCTS PW UTILITIES I SITE WORK (Engineering Division) SEPARATE PERMIT #'5: WATERLINE I METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: P ARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. I PW/ CONSTRUCTION - R.W. ENGINEERING 4] 7-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 2. - ."S --O.r::.- J i.-I- BUILDING T:\PLANNINGIFORMS\1102.15 [11/14/20031 10/1~/04 TUE 10:12 FAX 360 683 3971 AIR FLO HEATING '~I)I)V.~lJi;/2(1/FF:1 12:11 F'M CITYOFF'AElLDG.DE'F'T F'" ~I ,-- " P..,\ I ". :\,:.1.1 41! 471 j ~001 F". 00 I/O!) I Fill Oltt. COMPLETELY and in rnK.. Ynw' applicll.tioD llud 5ite pbn MUST nE . .. CO}.{PI;ETE' to-be- accepted 1"~e1'l'.'. .1J 'J'nu .hlfve-:a.n:y:-qu-estiolls;~aU. .. - PERMJ:rS{360j41'-41i15.. .EA..X{360)417~411l.... . ...._.. " . "FOR OPFlClAL USEONL\'.' Oatc:R.cc.:/D -/2 -~ '-J'efmii"'lf/6q~ -'---.-- Delle ^~lp""Vecl: .b.:iieksuecl' . --- ^pplicaiiH>t"A'gene'- M-l'- . ~o-.Hea~--- -- --.-..-.-- --- .-- .P.hone:__..A5.1=Q01"l - '.'0_. ... -- ..n.h .__ '.'-. ---- Owne:r: Dwight & Linda Waknitz Phone: 457-9035 - - ;:dd~~;:-222"W-:'-iO;h-"S'~~-'--'--- -... ---.----- Cjt)~''''P-ori'-:AitieIe~---'----' ..... .-... -.. H'''Zip:--98302- .--... _.. ....-... . -. - AJ'c1ritectlEugineer: Coutrar.tor Air FIo HeatinR Phone: State L;~ense ~~RFLHC009C8. EJI..-p: Phone: Zip: ZONlNG: 683-3901 98382 Address:. 221 W.Cedar City: SeQuim PROJECT' AllDR"ESS; 222 Y. 10t-h ~t-rppt- Port AnReles ~EGAL DESCRll'TION: Lot: Block: Subdi"\'isioll: CLALLAM COUNTY r ARCEL NUMBER: Cr-edit Card Holder Name: Air Flo Heating Billing Address: 221 W. Cedar Credit Ca.rd Type VISA X Me TYPE OF WORK: JI( Residennal 0 New Cr'lllStr. 0 Re-ro('{ 0 Stove o Mnlti-family "R AddinClll 0 Move: 0 Carage o C(IDlUlerCW 0 Re,modeJ 0 DemolitioIl 0 Deck ....... -. ..------.-- --O-r\Xpm--- --.. --~. -Sign-..--. -----D--Otber. -.. BRIEF DESCRIrTION OF THE PRO.TECT: T\.1 ~c:-A..(j..{ ~ bl {~?t-eYY1 . ~ I 11 \) ~A1A) () n:- COMMERClAlJRESIDENTIAL: OC'CUplWcy Group: No. of Storic::J: Lot Size: Existing Sq. Ft. Tot'll lot C'.oVel'ag~ Cit:y: ~Pq Id m Exp. D:ite: # On Filp SlLEfV ALUATrON: SF. @ $ ISF. = $ . SF.@$ ISF.=$ SF. fa) $ ISF. = $ .,. ....._.TOTAL~YAl.LJATJON.._n_n$~ .{)5 b. 11 rI (l~, 1/\ I s-i{l ~ ~ o=f-'fflN n j; ,,1" f'1,A) CODSttul.;tiCJn Type: = TOTAL Sq. Pt. O<:.cnp3l1t J,oad: & Proposed Sq. Pt. 0/0 AI'PROV.ALS: PLAN: DLT>G: np~Tl.T: FIRE: OTHER.:_ PLANNING USE ONJ..Y: ESA/Wc.tl81ld(~): 0 y~ a No SEPAChecldist rC'quirect? 0 YI."-l' 0 NI..' Ofuer: BUll..PTNG .PERMIT AI'PLICATION SUBMJTTAL: TJle Buildillg Divisioll can provide YClll witl) infonua.tion OIl the applil.~atiou md plan suhlllittal :reqlliremc:uts if you have qucsti(.IlS. V ALUATTON OF CONSTRUCTION: In aU c.ase5. a vollnation amOUnT must ot' entered by th... RppIic-.aut. This figure ...."'11 be re,ojewed lUtd Ula)' be revis....d by the B uildiJJ g Divisil>1l to comply with C'llII"eut fCe' schedl' les. Conlact the Pamit Coordinator at 4 1 7-4 g 1 5 for assistance. PLAN CHECK FEE: IF a plan .:beck fIX" is dlle it mllst he submiTTed at tht. riwe wr building I'emlit ll.pplil.:lI.tiun aud COllSUllctir)Jj p1aus are _s!IP.1l1itted. All otber l'erwit fees are due at the timr lIf pellJlIl issuauce EXPlRA nON OF PLAN REV1};'V: If no pell1l1t l5iss\l~Witliiu-"flOl.l~ th~"lia:t...-ohpl'lica1io)J;""1hc'appii(,.:lliou-\rtlh1.1Iir(':-1.Uc'- I:suildint; Official call n:teud the time i(tJ" action by the applicant up to 180 days UrN'! v.rrinc:n request hy the applicant t see Sectiun Rl 05.3.1 of !hI.". [nter1l.3.riunal BuildinglJ<.esideDtia1 Code, 2(03). No al'pliclI.tlou can b{" C"l.""reurled morC'. thiw Ollce. I hereby certify thalllreve read Blld examln!;" IlJis application and kllow the Sdlnf: to b9 true Bm) conacl. 18m authorized to apply for this permit a'Id IInderstand thar it is my responsihiliry to determine what permils ar8 required ,not tilt: . 'r ' d Ihe' 1m. n slIe permits prior to work Dat". I [\ -'llrO-{ T:\R \TSS\8L LJG-rron."-b"",b,,,~\2003 -B.nldirlgpc:nnit_ ",pel 3: o-J 'tl ;;;~~8E; n'O t>J >< ~ H~ '" '0 'O~ZZO o-Jt>J '" '- t"f()tI:ll-3::d ><'0 [fJ H trJ::O::OtI:I ;>> 0 0 >i Z" ;>>[fJ O~ H ~. n[fJ "'t>J o-J 0 ~ III 0 '0 ~ t>J. ~. 0 n~ ~ ~'" 0", o-J'- 3:0 0 'OCo oa:E:):>'N ~~ "",0 ~O\:t:-Hf\J t>J[fJ ~~e~N "0 [;JtH ",<.n OOHt"1:E: ,,- OO~ 0 , o-JO "' f oON~""" [fJH 00 0 H "" O:I:o-J ~ H ~o::E:tIj::C: <.n ",H~ H , H;>> '" [fJZ W(j)I-jCJ) C[fJ 3:' :I:Ho-J W t''O tIjNl-3Z '" o-J 'tl n", " ~ :I:"'~ ~';' H H 0 O"tJ3: :<10>i nO ro >: t>J ",OJ ;>>0 rT f-'- () tJl[fJ t'0 >: <!l:I: cn ~ ~ ~ t'~ '0 o-JH "' :J H tJl'O ~ n ><>n '-o-J i:'5 0 H<.n;>> nH H 3: .. --.Jt' 00 o-J HZ 3: 0' 3:Z Z[fJ "' 0"'''' 3: [fJ'O Z 'dOH "' '0", o-J O3wz Z t>Jn [fJ <.n;>> o-J no-J '" t' [fJ o-JH ~ '-< 00 H r'- :<1Z 0 .. 3 w '-<o-J Z 00. ;>>H 0 'd 0 'O'O[fJ 3:n o-J 3 i3i3~ "'~ "' (T [fJ", [fJ o ::r ZZO o-J :J r" ",",H t' HtIl <: '< t' 0 H :J "' ro w ~ '" t' H 0 >< tIl (T '" tIl 00 0 w 3 ro w '" 0 0 :J H ro >: r'- H H tJ'O 0" ;>>;>> ro o-J" ",OJ (T ::r ro 'i '" ro '- 0 w '- 0 <.n'" ~ 'VORT """'G ~-4..~~~ ~~~ ~-- '\Ol",~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00000941 Date .445368 222 W 10TH ST 06-30-00-0-3-2620-0000- MECHANICAL PERMIT 11/19/04 RS7 RESDNTL SINGLE FAMILY 9405 Owner Contractor WAKNITZ DWIGHT R 222 W 10TH ST PORT ANGELES WA 983627708 AIRFLOW HEATING 221 W. CEDAR SEQUIM SEQUIM (360) 683-3901 WA 98382 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL ALTER RESIDENTIAL FURNACE & HEAT PUMP STRAITS ELECTRIC 48.10 Plan Check Fee 11/19/04 Valuation 5/19/05 .00 o ~ \J ~~ ~ ~\ t ~, ~ \::). "- r \~ I ~ "( f Qty Unit Charge Per 1.00 48.1000 ECH EL-R OR RM 1-4 ALT CIRCUITS Extension 48.10 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 48.10 48.10 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 48.10 48.10 .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 as 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. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNINGIFORMS\1102.15 [11114/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS CEILING I I FRAMING JOISTS / GIRDERS SHEAR W ALLlHOLD DOWNS WALLS / ROOF / CEILING DRYW ALL (INTERIOR BRACED PANEL ONL Y) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEPARATE PERMIT #'5: WATERLINE / METER SEWER CONNECTION SANIT AR Y STORM PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: PARKINGILIGHTING ESA: LANDSCAPING .- SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 /z/i/of )cO ELECTRICAL LIGHT DEPT CONSTRUCTION R. W. / PW / I CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\ 1102.15 [11/1412003] f ~ORT ~ {tO~~~ h!a "-~ ~ ~lC~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation 04-00000941 Date .445368 222 W 10TH ST 06-30-00-0-3-2620-0000- MECHANICAL PERMIT 10/27/04 RS7 RESDNTL SINGLE FAMILY 9405 Owner Contractor WAKNITZ DWIGHT R 222 W 10TH ST PORT ANGELES WA 983627708 AIRFLOW HEATING 221 W. CEDAR SEQUIM SEQUIM (360) 683-3901 WA 98382 Permit Additional desc Permit Fee Issue Date Expiration Date ELECTRICAL ALTER RESIDENTIAL THERMOSTAT 36.40 Plan Check Fee 10/27/04 Valuation 4/26/05 .00 o Qty Unit Charge Per 1.00 36.4000 EC EL-LOW VOLTAGE Extension 36.40 Permit Additional desc Permit Fee Issue Date Expiration Date MECHANICAL HEAT PUMP, 61.70 10/27/04 4/26/05 PERMIT FURNACE, DUCTS Plan Check valuation Fee .00 o Qty Unit Charge Per Extension 47.00 14.70 BASE FEE 1.00 14.7000 ECH ME- INSTALL 100- FAU Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 98.10 98.10 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 98.10 98.10 .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 as 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. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.15 [11/14/20031 BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN W ~ TER LINE (METER TO BLDG) dAS LINE BACK FLOW 1 WATER AIR'SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS . SHEAR W ALLIHOLD DOWNS WALLS / ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL I FLOOR 1 CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'5: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'5 SEPA: PARKINGILIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W. I PWI CONSTRUCTION - R.W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [11/14/20031 . FROM :STRAITS ELECTRIC FAX NO. :3604574698 Nov. 18 2004 12:41PM Pi . 0047fW13mr,09:10FAM:r'1~.gp.'t:Pf~~tBU)GDEPT:' ',' fAX No, :JbU 4]'/ 4'/ll,c~.2L.,,~_L,UUL . .~ ',." -,:.i~~t"l;:,~: ' u"" ' , "{\"E'CECTRJCAl PERMIT APPLICATION :V;:,^~:',,! ,v:'o;-:-:...;::. ' . '. 9. ' y( ,F'iJp. QJ'J')Cl.\L USE am. y """"~ -. lhItt~ ..Plolc~_______ 1" 1lie"E'e'C0t:al Pa.rmlt ,.,pplIotiOf'\ mus( be fllll'ld out comDlet!j!~ Ple..e l;Vpe Dr rvptlnt In Ink. 11 you have any qu_on., please call (360) 41"~735 , 'Fax number. (360)-411-4711 ' . ' ,'.' s't:eaits Electric '. 452-9104 457-4698 """or or Eleo, controcior AS6l1t "Phon.: Fox: rop""'YO""er. , i' nJn lJ0n. ~'" ;+'2- Phon", dd"'..: ~~ W:....J (J~':sL_Clly. ~O~<t' ~o..e.,..{e.s , ' , ~-rl!.-\e.,~..CJ\lO.sa(_ IO~c:\tCOn1rilc;lor. Straits J;:J:ectr:t.'c'"'' U~Dtt.'~,'" '''''P'' -, ".:> 'droe:r. P.O. Box 2914 cuy: port Angeles r Wh 4.~7-- 9tJ3,:5 ZJp:.3~~ Phone:452-9104 ZIp: 9 8 3 6 2 ,STAU-ATION WIRED BY: Q OWNeR redlt C3.rd HolderN~ml): Stl'ai ts Jrilf/g Adct.ross:_ P .0. Box 2914 ' JIll ElECTRICAL CONTRACTOR. E-l0ctric (I n .{.' iI-e..- CIty; Port Angeles. ' eqi. Dale: 1 0 105 ' Wl'< . 983 G2 Zip: ___. ., ." X VJSA:_ Me: redit Card Number: IOJECTADORESS: J..d-d-~' IO~ S-\-. ~o.v-+- ~W\k<; 1'1: OF ~ Check !ill ~1~t apply: 0 New 0 A1fl)raUonlAddilic;n' c-." , Residential 0 Multi-family o Commercial 0 Mob~" Home ,Sq. 'PI ..J:::.. RGmot~ M"t", Q Detach"d fll>",go 0 Hot Tub 0 Swlm Pool 1mb., of Clrculln added or altered: ( :SCRlPTION OF THE El.ECTRlCAL PROJECT, u. ...11",_ - a~ , fH f2.- ,_"lrica' Heat Load Additlens and l>r SUbt.....otl~ l"""board _IW>I ' =iJrnt:.lce~ ~ . loet Pump _ TON ')",+1, LRA 'ar>-W~lI _K:oN o SepUc Pump o Low Voltage 0 Telecom. 0 S'f " -I.::: -- . 'j ServIce Infon:nJ!tJ.90 o Overhead Service "Temp Servlco o Undergroun<l Servk:e Voltace: . '- - '-I ( Ph<:uJe: "1 (,1:~ SeNJee " .e~ ,- ~.)~I t>7b Feeder Sl%e:~.. eTOby celtlfy that I hElve read find examined this aPR tf nd know that same to be true and COlTec(, Dnd 111(, Ihonzed to apply for this permit. I unden>tanri If is ot th C' 's legw responsibility to determlna what PEl/1l1J(S 1 rsquireri; if remains the applicants responsibility 0 de' I e what permits 81'8 requirod and to obtaill su{)/1, Crall" cart! Hold~s Slgl\atur : Jo n er/Christie ,Tucker Date: ~Yif (YlS Owner or Elec. Cant. Slgnatu PERMIT FEE: $ LEC~C~ERMITAPPUCA~ON , . '~.. '- '..... ~ IEl[E(clT'IRl~(cAl ~NSPE(cl~ONl W~IRWN~ IRllEiPlOlRll 417-4735 APPROVED NOT APPROVED D ................... DITCH ................... D D .............. ROUGH IN/COVER.. ... . .. ...... D D .................. SERVICE .................. D D .................... FINAL. . . . . . . . . . . . . . . . . . .. D 0- / () CORRECTIONS NEEDED: r f..V1.-.....-- .---t r ~~~ A_ .:~(~~~ -t~;/::A~~~!Ji{f~~ @i>J {2a....y, kJ:tiA ~ e~ 'nf {-I, Pr-f/'- I 4 NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - OLYMPIC PAINTERS, INC. (360) 452.1381 ~ FROM :STRRITS ELECTRIC FRX NO. :3604574698 J047FEH/l3/FRT,09: lD"AM::;~~)y:LT:t~OF.;e8:",:BLDGDEPL" " ~AX No, jb'J 41'1 m I '''',:_,;~:: " _.~\.';, ~-, -', ' , <(:i::12ECTRJCAL PERMIT APPLICATION ~~~~':: .'~ ,{:..,. -t~'EIC~Ql Po.rmll A,pplIotiOf'l must be f1ll",d' out oomt:llet~lli. Please type or I"'Ilprlnt In Ink. tfycu haV8 any qullStlonr:, pl&a&e CO\Il (360) 41'1--C13.S , 'Fax number. (360)417-1711 . , ' Nov, 18 2004 12:41PM Pi '.. """~" UUL 9~, ' 1'( .fTJ.... CTMCI~ USE ONLY - -~ U&l.."'"""'....+. ..lJ..~m-u...l.__~____ .1.. st{a~tsElect~ic \ 452-9104 457-4698 tIM"lor or Elec::, Corrtraetor AQe.nt: .~ ,Phone: . FQ1.; ropC:''YOwner. \ i'n.4n tJ0;""~O'\ (-\-'2- Phone: ::h+-,;;).; W. 1(J\:v-.. ...,SL_CllY- ~()...-<t' tt,~e".{e.5 . , ~ .rll.,4e,It ,.0 \\0.$ 0/ _ leobi",\ ContraGlor. Straits J;:):ectrJ:c'--" Ucen.o tt.'~ " - '''''l':-' "0 City: Port Angeles, WA .,lo 'dro~ P.O. Box 2914 4.C\7-- 9CJ35 _ZIP'....2.~~ Phono:452-9104 Zlp: 98 3 6 2 ddnllJ:f;:: iSTALl-ATION WIRED BY, Q OWNER redlt Card HolderN~me: Straits /f/lng Acidress; P.O. Box 2914. III ELECTRICAL CONTRACT~ Electric CIty; Port Angeles. ' eqi. D8fe: 1 0/05' WA 98362 ZIp: _____.__. X VJSA:_ Me: rr>dit Card Number: on .(-'iI-e- , Resldonllal 0 Multl.fumily o Commen::ial ~ov- +- PM.~ \ DE-, o AlteratlonlAdditibn' o Mob,,, Home ,Sq. P\ Q ...I::. IOJECT ADDRESS: d-d-d-- t,0J, I ()~ S+-. 'l'EOF_~ Check ,,1/ th~1 apply: 0 New Romol. Meter 0 Detaoh"d [/arago 0 Hot Tub 0 SWIm Pool 1mb., of O",:ul16 added or altered: I :SCRJI'TION OF THE ELECTRICAL PROJECT'___ _...At.. - a~ ttl~ ,_clric~l Heat Load Additlon" Bnd Qf. Stlbt.....OII~ ;"""board _ IWJ :"mace Cl2. I<MI ' ioot Pump _ TON ,~F>Il LRA 'an-W"II _""" o SepUc Pump o Low Voltag-e 0 Teleoom, 0 $,[ ~ ..f.: -- Servloe Infonnatl.9r.l o O\lemead ServIce o Temp Servlco o Uedel{lI'Dund Serv\ce VOltDDo:fn -.?-'-fO Ph.::u:m: 1 0... SeNJ"" ' e: ,';;; ""-lT1"t Feoder SIz.",--.:... eroby celtlfy that I have reed ond examined this aPR tf nd know that same to be true and COITElct. ond I 1)(, thon'zed to apply for this permit. I understand it is ot fh C' 's legal rnsponsJbllity to determine wh'lt pe/1l1its ? roquired; if remains the applicants responsibility 0 de' J e whet permits BI'8 requirod and to oMain sur;h er/Christie ,Tucker Oat,,: ~Yir (Y\.S Owner OT Elec. Cont. SIgna 'LECTRJCALPERMfT N'PUCA TlON PERMIT FEE: $ 01/04/2007 14:08 3604523498 OLYMPIC ELECTRIC PAGE 01 ~O\: ~r .... 'I. . ELECfRICAL WORKPERMlT APPLICATIqN Job wired by loctrlcal Conlractor 0 Owner IDstallatlcHl desClTtption o COllllllerdlll ra1(;.ldentlol EI~~trlcQ.1 oqnrractor n8me License numbe.r Olltl: eltp1Tt'/3 O~ymp~c Electric Co. OLYMPEC285D1 o New o AlterodlAddltloa . Df. Pun:hasp"'s mnilin~ Bd~~ 4230 Tumwater Truck Route Cily Stale. ZIP Port Angeles, WA 98363 Telephcme number (360) 452-5303 452-3498 .Pt~IJ!1 OWDer', aame l//s(QJi r f.l/;hf;' rJ! A.ddred or ID.pectloa r-'f .2.Z.;L t,/ /~- CIPtP~~v-"?/ . PhOUE D~rober to u::bIldule hupectlonf ~ OWIfU 4S dej1l1,d D) RCw'J9,28.26J:(l) Owlllll!r will occupy ,h~ Itructllrr Jur IwO yrtIn ~r lJrls sJulricaJ ptmlil 18 flfJalt.~ (2) Owlll!''' LJ MjIlJrW ra Illrt an e/ec'rlcaJ ctlnUllC:ror if abow S4id p'f)perty b for sale, rent or loast!, Af\.cr Teldinl the- ebove ,talement, J hereby certify that I am the owner or the abo....e umed property ar a lleenled. eloclri<<l conlrat:lOr. I tlt1 milking tbCl ah:C'lrical inctal- I.a.tion Or altcnlioll in co'hlp\iance with the e.lectric31Iawl. N.E,C.. RCW. ChDpter 19.2&. WAC, ChllJjler 296--46B. The City or 10rl Angeles MunicIpal Code, and Ulilit)' SpeciIicatioG!. SIID.cura Dr 01Utt, .1.(trIClI coner_Un or eleclrlc:.l .dtnlnl,strator / .547 1/ /l/- /J- .?0'"c I:J Cash Q Check # ~dit Card y"", Mastercard Discover Card# ________________ x Date: Expiration Dale of oard o NO LOAD CHANGES o Baseboard _ KW o Furnace J<W 0 OVorhead SelVic. o He.1 Pump _ Ton _ LAR 0 T~p SOrvle. o Flltl-W.lI _ J<W D'Onderground SOIVlco SAMJi: DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 ROOCH-lN TIlERMosrPJ ServlC;8 Informetlon Voltag. ;Z 1C7 Ph.... JjlYI 0 3 Sorvlca Size: _ Foe"", Slz.: /1'0/'":7 . " SERVICE AWf""'wPy DII. ApPfOy/ld.b, 0'" 1I,ppm..r.d ~~ FINAL~ DITCH FEEDER DIU ^ '" Olt' NIlRol"eCl8y lnfpeetion O"e Area, Building or Equipment Inspected Action Two Electrical J"spc;tor 1~ / or/; - 07 . \. ~ ' . 1-. r=.:v.. \~:,.~ -.. ELECTRICAL WORK PERMIT APPLICATION .'" r ' Job wired by ~Iectrical Contractor 0 Owner Installation description o Commercial ~ResidentjaJ Electrical contractor name -mftM-rS ~i-' Purcha~'s mailing addfess F 0 . 99/ City /;/; Telephone number ?iP:;--/2/Z- License number 7lItwo//l~9J/LIf Date Expires rlfY DNew )sn\Uered/AdditioD Prem~~s owner's name -UturS,!rr Address of inspection -Z 2 'Z- t:-(.). State ZIP N4- 9J"362-- FAX number L/f>2 - 7SVY W#.t//rz:; /~--i7I 7J/;fJt~S h~ a/tJ-72*- d~ City h Phone numbe,y.Y-7dU$')3ron: Owner as defined by RCW19.28.26J:(I) OWI/er will occupy the structure for !l'iO years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical instal- lation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296-468, The City of Port Angeles Municipal Code, and Utility Specifications. o Cash 0 Check # o Credit Card Card # Visa Mastercard Discover (lr or electrical administrator Expiration Date of card Insp;c~n f~O $ ;/c?- Service Information Date: 5-2 -CJ0 Ele rical ad Additions and or subtractions D NO LOAD CHANGES D Baseboard KW D Furnace KW D Heat Pump Ton LAR D Fan-Wall KW D Overhead Service D Temp Service D Underground Service Voltage Phase D 1 D 3 Service Size: ~ Feeder Size: SAME DAY INSPECTION, CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN / THERMOSTAT SERVICE Dale Approved By "- Dale Approved By Dale Approved By / FINAL DITCH FEEDER Date Approved Ily "- Date Arf1ro~ed fly Date Approved By Inspection Area, Building or Equipment Inspected Action Taken Electrical Date Inspector J;'1fl.lfDf n 'U ..ll...., ,'--Iro lOb tU2 / I "(I "i..,.. ~ I CITY OF PORT ANGELES PUBLIC WORKS . ELECTRICAL DIVISION :121 EAST 5TH STREET. PORT ANGELES. WA 98362 1 i Application Number Application pin number _ Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property zoning Application valuation 06-00000462 Date 355458 222 W 10TH ST 06-30-00-0-3-2620-0000- ELECTRICAL ONLY 5/12/06 RS7 RESDNTL SINGLE FAMILY o Owner Contractor WAKNITZ DWIGHT R 222 W 10TH ST' PORT ANGELES WA 983627708 THORNES REFRIGERATION PO BOX 991 PORT ANGELES WA 98362 (360) 461-0158 Permit Additional desc Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL ALTER RESIDENTIAL THORNES/ T-STAT WTR HT 76992 THORNES REFRIGERATION 48.10 Plan Check Fee 5/11/06 Valuation 11/07/06 .00 o Qty 1. 00 Unit Charge Per 48.1000 ECH EL-R OR RM 1-4 ALT CIRCUITS Extension 48.10 Fee summary Charged Paid Credited Due ----------------- --------- ---------- ---------- ---------- Permit Fee Total 48 .10 48.10 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 48 .10 48.10 .00 .00 COMMENTS/ACTION NEEDED Application Number . . . . . 23-00000155 Date 2/16/23 Application pin number . . . 157700 Property Address . . . . . . 222 W 10TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-3-2620-0000- Application type description ELECTRICAL ONLY Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc Heat pump system ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DWIGHT R WAKNITZ CASCADE ELECTRIC & VAC INC 222 W 10TH ST PO BOX 369 PORT ANGELES WA 983627708 PORT HADLOCK WA 98339 (360) 379-5347 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL ALTER RESIDENTIAL Additional desc . . 1-4 CIRCUITS Permit Fee . . . . 75.00 Plan Check Fee . . .00 Issue Date . . . . 2/16/23 Valuation . . . . 0 Expiration Date . . 8/15/23 Qty Unit Charge Per Extension BASE FEE 75.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 75.00 75.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 75.00 75.00 .00 .00 Public Works and Utilities Department 321 E. 5th Street, Port Angeles, WA 98362 360.417.4735 | www.cityofpa.us | electricalpermits@cityofpa.us EL1-2 SF 1 - 2 SINGLE-FAMILY ELECTRICAL PERMIT APPLICATION Project Address: Project Description: □ Single-Family Residential □ Duplex / ARU Building Square footage: OWNER INFORMATION Name: Email: Mailing Address: Phone: ELECTRICAL CONTRACTOR INFORMATION Name: License: Mailing Address: Expiration Date: Email: Phone: PROJECT DETAILS Item Unit Charge Quantity Total (Quantity x Unit Charge) Service/Feeder 200 Amp.$120.00 $ Service/Feeder 201-400 Amp.$146.00 $ Service/Feeder 401-600 Amp.$205.00 $ Service/Feeder 601-1000 Amp.$262.00 $ Service/Feeder over 1000 Amp.$373.00 $ Branch Circuit W/ Service Feeder $5.00 $ Branch Circuit W/O Service Feeder $63.00 $ Each Additional Branch Circuit $5.00 $ Branch Circuits 1-4 $75.00 $ Temp. Service/Feeder 200 Amp.$93.00 $ Temp. Service/Feeder 201-400 Amp.$110.00 $ Temp. Service/Feeder 401-600 Amp.$149.00 $ Temp. Service/Feeder 601-1000 Amp.$168.00 $ Portal to Portal Hourly $96.00 $ Signal Circuit/Limited Energy - 1&2 DU.$64.00 $ Manufactured Home Connection $120.00 $ Renewable Elec. Energy: 5KVA System or less $102.00 $ Thermostat (Note: $5 for each additional)$56.00 $ First 1300 Square Feet $120.00 $ Each Additional 500 square feet``$40.00 $ Each Outbuilding / Detached Garage $74.00 $ Each Swimming Pool / Hot Tub $110.00 $ TOTAL $ Owner as defined by RCW.19.28.261: (1) Owner will occupy the structure for two years after this electrical permit is finalized. (2) Owner is required to hire an electrical contractor if above said property is for sale, rent or lease. Permit expires after six months of last inspection. After reading the above statement, I hereby certify that I am the owner of the above named property or a licensed electrical contractor. I am making the electrical installation or alteration in compliance with the electrical laws, N.E.C., RCW. Chapter 19.28, WAC. Chapter 296- 46B, The City of Port Angeles Municipal Code, and Utility Specifications and PAMC 14.05.050 regarding Electrical Permit Applications. Date Print Name Signature (□ Owner □ Electrical Contractor / Administrator)Permit #: New Construction Only [Electrical Permit Applications may be submitted to City Hall or electricalpermits@cityofpa.us or faxed to 360.417.4711] PREPARED 2/15/23, 9:14:49 PAYMENT DUE CITY OF PORT ANGELES PROGRAM BP820L --------------------------------------------------------------------------- APPLICATION NUMBER:23-00000155 222 W 10TH ST FEE DESCRIPTION AMOUNT DUE --------------------------------------------------------------------------- ELECTRICAL ALTER RESIDENTIAL 75.00 TOTAL DUE 75.00 Please present reciept to the cashier with full payment ELECTRICAL INSPECTION WIRING REPORT APPROVED NOT APPROVED DITCH ROUGH IN/COVER SERVICE FINAL COMMENTS: DHP NOTIFY INSPECTOR at (360) 808-2613 WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS DATE PERMIT # INSPECTOR 2/16/2023 23-155 TAP OWNER CONTRACTOR Cascade Electric PROJECT ADDRESS 222 W 10th St