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Home My WebLink About910 E 6th St - BuildingW A S H I N G T O N U S A Community Economic Development Department June 24 2011 Hugh E Jr /Roberta Simpson 648 Hunt Rd Port Angeles WA 98363-9603 Re .Permit #10 -866 for the 264 •sf dining /utility room addition kitchen remodel located at910 E 6th St. Port Angeles, WA 98362 Dear Hugh and Roberta, My supervisor Sue.Roberds our building inspector Jim Lierly,, and I recently discussed your unissued permit. Sue confirmed that your permit listed above is now expired If you want your plans back please contact us by 07 -29 -11 or they will be destroyed Sincerely (z�,'` L Linda Pangrle Permit Technician 360- 417 -4815 Ipangrle @cityofpa us Phone 360- 417 -4750 Fax 360- 417 -4711 Website www cityofpa.us Email smartgrowth @cityofpa. us 321 East Fifth Street P 0 Box 1150 Port Angeles WA 98362 -0217 LINDBER:r SMITH A R C H I \T C T S September 15, 2010 Jim Lierly Community Economic Development Department City of Port Angeles 321 East Fifth Street, P 0 Box 1150 Port Angeles, WA 98362 Re. Simpson single family residence Response to Correction Letter dated Sept. 3, 2010 Dear Jim, The following items are in response to your comments in the above referenced letter Shear walls have been labeled on the plans as well as the schedule. Hold downs have been shown on the Foundation Plan The stem wall on Line `A' has been dimensioned The 2' square concrete pad has been replaced with a continuous footing. The shear forces at Wall Line `A' are being transferred through the drag strut truss not the 4x10 beam. The 4x10 beam is being used to support the existing house roof structure. The lateral calculation for Wall Line `B' is higher because of the extended roof overhang over the rear door The LSTH8 hold downs have been corrected to be Simpson LSTHD8 hold downs. Bi indberg LINDBERG &z SMITH ARCHITECTS I 0 (O 10E69 51- RECEIVED SEP 1 5 2010 C B ANGELES BUILDING 319 south peabody suite b port angeles wa 98362 360 452.6116 fax 360 452 7064 email contact@lindarch.com www lindarch.com PREPARED 9/20/10, 13 22 16 CITY OF PORT ANGELES APPLICATION NUMBER FEE DESCRIPTION BUILDING PERMIT RESIDENTIAL PLUMBING PERMIT MECHANICAL PERMIT STATE SURCHARGE TOTAL DUE S isson 468 25 107 00 119 55 4 50 699 30 10- 00000866 910 E 6TH ST AMOUNT DUE L Mc s(-,3 f .e 5 W e4 Z CO-174-e/T-et )240-0 rf V 41 RfiC ,Qre .r_4u s PAYMENTS DUE RECEIPT PROGRAM BP820L Please present this receipt to the cashier with full payment Jim Lierly Building Inspector 360 417 -4816 �lierly @cityofpa.us W A S H I N G T O N U S A COMMUNITY ECONOMIC DEVELOPMENT DEPARTMENT DATE September 3, 2010 ;ILE T 0 Lindberg Smith Architect FROM Jim Lierly; Community Economic Development Department SUB J E CT Simpson Single Family Residence I The shear walls need to be labeled on the plans and the schedule for the shear walls shall also be shown on the plans to correspond to the structural calculations For clarity the holdowns should be shown on the foundation plan so that holdown anchor bolts or holdown straps do not get missed during construction of the foundation There is a stem wall called out at Wall Line A under the shear wall however the required length of this wall is not called out on the plans It should be noted that this stem wall needs to extend a minimum distance past the holdown anchor bolt equal to the depth of embedment of the holdown anchor bolt or calculations shall be provided to justify holdown anchor bolt embedment depth The length of this wall should be clarified on the plans and it should be clarified whether the footing is to extend across the width of the house at that location Also is the 2' square pier pad to be incorporated into the new footing as it appears on the foundation plan? Please clarify how the 4x10 beam called out over the stem wall at Line A at the shear wall location is connected to the stem wall to provide proper load transfer from the shear wall on the main floor to the stem wall Please clarify how the shear value V on the lateral calculation page is higher at Wall Line B verses Line A. There is more tributary area adding load to Wall Line A than B and thus the number shown does not appear correct. Footing Detail 1 does not indicate any anchor bolt spacing Please clarify spacing and the connection of the existing wall of the house to this new foundation to provide lateral load transfer into the new foundation system Please clarify the LSTH8 holdowns called out on the plans and in the calculations there appears to be no such holdown in the Simpson Strong -Tie Book. Are these supposed to be Simpson LSTHD8 holdowns? ro t wateitn courj wee 14v3 E Jr7I 5\ rn';oh ()9'3 Nark 1 el- 8363 -1603 O�', BUILDING PERMIT APPLICATION Print in ink Project Parcel Number Floor Areas Type Brief Description. Check all that apply New Construction Addition emodel Repair Demolition Re -roof Heat System Other Basement 1 Floor 2 Floor 3 Floor Garage Carport Covered Porch Deck Shed Other CITY OF PORT ANGELES Attn Building Permit Technician 321 E. Fifth St. Port Angeles WA 98362 (360) 417 -4815 fax (360) 417 -4711 Applicant 1 61_1(:),s N Property Owner 7d' S4 r>hnrSol Property Owner's Address 6 `-/Iik A cd...,(, Contractor /Jl_ no.-/-Q, -,r, A c2J Contractor's Address License Expires PROJECT ADDRESS (O E 6 St Q)io go AU--I s d h lilt odotus td!. Move 4-0,, Plov PC41e4 House garage other Heat pump wood burning stove Existing (sq. ft.) Q ,cg Jo Will a fire sprinkler system be installed? _A/ U XResidential Mul Proposed (sq. ft.) gas Occupancy group Occupant load Construction type P P one Phone E -mail Lot 7 ti- family Commercial Industrial Laoilary 00' tear off re -roof lay over one layer fireplae pellet stove other r` 0 3 2Z SS o o For City Use Only Date Received IT-10 Permit# 1 34 ate Approveal?� /_f 00 y s z t3L/4 Zoning Rs l K, kg44 Rernndel 1 TOTAL VALUATION 3 r 00-0 6 ,9 i0 sq ft. Lot coverage a`/.3 Total footprint of structures (6 °IS" sq ft. T Lot size 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 35, Max. height of proposed structures /6 ft. Will a lawn sprinkler system be installed? 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 my responsibility to determine what permits are required, and to obtain permits prior to working on projects. Date f�l7/ tD Print Name on Signature ;42.41,,,d T Forms/ uilding Division /Building permit applicatio L S r 'Permit I KG(0 NOTES T Forms /Building Division/Notes 1-1E v4 Att' cv IL oil ,i t 4o 0' rk 1 _.1 rc oTv AI C Z t j I TTi kri —1 I ot. IIJIN 3R! •1•1■MI .1■-am '2, 3 South Peabody St. Suite B F rt Angeles WA 98362 Faone (360) 452-6116 Fax: (360) 452-7064 DATE: REVISED COMM. NO O rl)tkC` Please complete and return to Public Works Utilities Department Applicant Information Permanent service. Name and address of party responsible for permanent service billing? Contact Information Site contact: Contractor' Electrician. Excavator Project Type k Single- family residence Commercial EOverhead service Underground. service .Project Information Street address lot number I Nearest cross street: Desired connection date Electrical Load Name. Street: Electrical transformer serving property is Total square footage Voltage Check all that apply No Load Change Supporting Documentation Applicant's Signature 110 aid W S7' City State ZIP Ppr"r es3 wa-5h Daytime Phone l��pt 6 ,44 Home Phone (if other than above) Name n e avvn T kle._ G Daytime Phone L.,/,6x— j /j1 I Name A-141A e.L Pi Company 'Daytime PhonZ Name e --a-✓l t Company Daytime Phone 'Name Daytime 'Phone LExisting A/C ton) ZClothes .Dryer M Water 'Heater Electrical Information Form Company* ®''on .a pole on the ground Public Works Utilities Department (360) 417 -4700 City Electrical Inspector (360) 417 -4735 ❑New A11 d .4- iy,n ❑Multi- family residence of units ❑Subdivision, of lots General service ❑'Other Description of work: cl r n_ Q C �ls P/� I 9/0 ER st 4 ,S I G gA sq ft. Main disconnect size 2 amps 0120/240 1 111120/208 3ph ❑2771480 3ph 0120/240 3ph 0480 3W 3ph Other ZStandard .residential loads (Lighting refrigerator dishwasher washer) ❑vRange /Oven Hot Tub 2'1 Pumps Hp) ❑:Elevator Hp) Other :Please provide a copy of the following *Detailed plot plan dwg or dxf format mandatory for subdivisions) *Electrical one -line drawing showing the service entrance panel and location *Connected load data. 38 7 k o KJA per IJ A noz.4 as *Size and locked rotor amps of all motors over 50hp S/l7/10 L MAIL OR DELIVER COMPLETED FORM TO 321 E 5TH STREET PORT ANGELES WA 98362 FAX TO 360- 417 -4711 WS WF Information form.xls 1P4rd4 f.t IGHTTF- NGR; #Originals,l,ifyrr tic,n ft rrrt Revised 1 15 -O9 1 1 7 8 12rys 4 i 4 Clallam County Assessor Treasurer Property Details 57808 HUGH E, JR/ROBERT Page 1 of 5 Clallam County Assessor Treasurer Property Search Results 57808 HUGH E, JR /ROBERTA SIMPSON for Year 2010 2011 Property Account Property ID Geographic ID Type. Tax Area: Open Space: Historic Property' Multi Family Redevelopment: Township Range Location Address: Neighborhood: Neighborhood CD Owner Name. Mailing Address: 57808 0630000208250000 Real 0010 PA 121 PORT ST CNTY H2 L N N N 910 E SIXTH ST PORT ANGELES WA Cycle 5 Res 10955130 HUGH E, JR /ROBERTA SIMPSON 648 HUNT RD PORT ANGELES WA 98363 -9603 Taxes and Assessment Due Property Tax Information as of 08/17/2010 Amount Due if Paid on. S., Year Statement ID Taxing Jurisdiction 1 2010 40791 ST SCH STATE SCHOOL 2010 40791 CC -GEN COUNTY 2010 40791 PORT PORT 2010 40791 PORT ANG PORT ANGELES 2010 40791 SD #121 SCHOOL DISTRICT #121 2010 40791 NTH OLY LIB NORTH OLYMPIC LIBRARY 2010 40791 HOSP #2 HOSPITAL #2 2010 40791 WSMET PK DIST WILLIAM SHORE MET PARK 2010 40791 CITY_STORMWATER CITY STORMWATER 2010 40791 WEED CONTROL WEED CONTROL 2010 40791 TOTAL. 2009 578082008 ST SCH STATE SCHOOL 2009 578082008 CC -GEN COUNTY 2009 578082008 PORT PORT 2009 578082008 PORT ANG PORT ANGELES 2009 578082008 SD #121 SCHOOL DISTRICT #121 2009 578082008 NTH OLY LIB NORTH OLYMPIC LIBRARY 2009 578082008 HOSP #2 HOSPITAL #2 2009 578082008 CITY_STORMWATER CITY STORMWATER Legal Description. Agent Code. Land Use Code 11 DFL N Remodel Property' N Section. Mapsco Map ID Owner ID Ownership: Exemptions. First Half Base Due $139 72 $74 36 $10 45 $172.16 $180 97 $21 60 $30 50 DIST $9 70 $36 00 $0 82 $676.28 $159 16 $80 55 $11 41 $176 67 $196 83 $23 40 $33 03 $36 00 LOT 7 BL 208 TPA 2 52461 100 0000000000% Second Half Base Due $139 72 $74 35 $10 45 $172.15 $180 98 $21 61 $30 50 $9 71 $36 00 $0 81 $676.28 $159 15 $80 54 $11 41 $176 68 $196 82 $23 41 $33 04 $36 00 Penalty $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0.00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 Interest $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0.00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 $0 00 Base $1 $7 $1 $17 $1E $2 $z 9 $Z $67 $31 $1E $2 $3E $35 $4 $E $7 http. /vpn.clallam. net: 8084 propertyaccess /Property.aspx ?cid =0 &year= 2010 &prop_id =57 8/17/2010 LJ DBE A R C H I 319 s. peabody, suite b, port angeles, wa 98362 360.452.6116 fax 360 452.7064 Project: "gfp i J Subject: LAnillazAL.. Date. 14c Proiect No. By: Sheet of 1• i it i u r t S✓' ri= to lJ Ll YID Low 11Ar 4'2--‹9 14A4, 0 N63-►vre 4. A ra rP/ eU 41 ;Is' I MI 3, 5' LINDBER TH A R C H I C T S 319 S. Peabody Suite B. Port Angeles, WA 98362 360.452.6116 fax 360.452.7064 contacts 1indarch.com www.lindarch.com Project: `t x7 I rY}PS.V Subject: j, p"W,4,. Date ALP a 410 SHEAR WALL SUMMARY W I L H 1 V 2 6' 1251 I/ ALLOFIT/FIRMINFO/FORMS /SHEARWAL I V/L 82 )51 Project No By Sheet 2 of SW I VH- WL /2 55 6 24 POST Al I SSEAR WALLS 2 MAXIMUM SHEAR 200 P.L.F USE 1/2" SHEATING ONE SIDE OF WALL. NAIL ALL EDGES UJITI -I 6d NAILS AT 6" O.0 FOR FRAMING, USE DF NO2 PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 48" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF NE WALL, SEE FRAMING /SHEAR PLANS 5 MAXIMUM SHEAR 315 P.L.F USE 1/2" SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WIN 8d NAILS AT 4" O.C. FOR FRAMING, USE DF NO2 PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF NE WALL, SEE FRAMING /SHEAR PLANS 6 MAXIMUM SHEAR 4W P.L.F USE 1/2" SHEATING ONE SIDE OF WALL. NAIL ALL EDGES WIN 8d NAILS AT 3" O.0 FOR FRAMING, USE 3X DF NO2 DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH_:BOTH PLATES WITH ANCHOR BOLTS PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING /SHEAR PLANS LV B A R C wa 98362 suite Por 2 7 yr .19 s.peab 52 /f 36p.AS2. 1\/ pro ect: Sub ect.+ 'Date: clifo k I 1 p L-1060 A6' A ►1 o1 \\f 1N le S PJ,9 t Ito S et of 1A. 5 y'�7 )l� "f L+ N Project: Location: Roof Beam 1 Roof Beam [2009 International Building Code(2005 NDS)] 3.125 IN x 9.0 IN x 10.0 FT 24F -V4 Visually Graded Western Species Dry Use Section Adequate By' 101.9% Controlling Factor Moment DEFLECTIONS Center Live Load 0.15 IN U810 Dead Load 0.10 in Total Load 0.25 IN L/477 Live Load Deflection Criteria: U240 REACTIONS 9 p Live Load 1125 lb 1125 lb Dead Load 785 lb 785 lb Total Load 1910 lb 1910 lb Bearing Length .0.94 in 0.94 in BEAM DATA Span Length 10 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 '12 Roof Duration Factor 1 15 Controlling Moment: 4775 ft-lb 5.0 ft from left support Created by combining all dead and live loads. Controlling Shear 1643 lb At a.distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear NOTES Total Load Deflection Criteria: U180 MATERIAL PROPERTIES 24F-V4 Visually Graded Western Species Base Values Adjusted Bending Stress: Fb 2400 psi Controlled by Fb 1850 psi Fb' 2743 psi W 15 C/ =0.99 Shear Stress: Fv 265 psi Fv' 305 psi Cd =1 15 Modulus of Elasticity' E 1800 ksi E 1800 ksi Min. Mod. of Elasticity E_min 930 ksi E_min' 930 ksi Comp. to Grain: Fc 1 650 psi Fc 650 psi Bead Provided 20.89 in3 42.19 in3 8.09 in2 28.13 in2 71.62 in4 189.84 in4 4775 ft-lb 9642 ft -lb 1643 lb 5714 lb StruCalc Version 8.0.100.0 LOADING DIAGRAM ROOF LOADING Side One: Roof Live Load: Roof Dead Load: Tributary Width: Side Two: Roof Live Load: Roof Dead Load: Tributary Width: Wall Load: LL 25 psf DL 15 psf TW 1.5 ft LL 25 psf DL 15 psf TW 7.5 ft WALL 0 plf SLOPE /PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj 10 ft Beam Self Weight: BSW 6 plf Beam Uniform Live Load: wL 225 plf Beam Uniform Dead Load: wD_adj 157 plf Total Uniform Load: wT 382 plf 8/13/2010 8:47:23 AM page of Project: Location: Roof Beam 1 Roof Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 9.25 IN x 10.0 FT #2 Douglas- Fir -Larch Dry Use Section Adequate By 7.5% Controlling Factor Moment QEFLECTIONS Center Live: Load 0.14 IN L/876 Dead Load 0.10 in Total Load 0.23 IN U514 Live Load Deflection Criteria: L/240 REACTIONS 6 j3 Live Load 1125 lb 1125 Dead Load 790 lb 790 Total Load 1915 lb 1915 Bearing Length 0.88 in 0.88 BEAM DATA Span Length 10 ft Unbraced Length -Top 2 ft Unbraced Length- Bottom 0 ft Roof Pitch 6 12 Roof Duration Factor 1 15 MATERIAL PROPERTIES #2 Douglas- Fir -Larch Dase Values Adjuster( Bending Stress: Fb 900 psi Fb' 1238 psi Cd =1 15 CI =1 00 CF =1.20 Shear Stress: Fv 180 psi Fv' 207 psi Cd =1 15 Modulus of Elasticity E 1600 ksi E' 1600 ksi Min. Mod. of Elasticity' E_min 580 ksi E_min' 580 ksi Comp. to Grain: Fc 1 625 psi Fc 625 psi Controlling Moment: 4787 ft -lb 5.0 ft from left support Created by combining all dead and live loads. Controlling Shear 1647 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear NOTES lb lb lb in Total Load Deflection Criteria: L/180 Rea' j Provides( 46.41 in3 49.91 in3 11.93 in2 32.38 in2 80.77 in4 230.84 in4 4787 ft-lb 5148 ft -lb 1647 lb 4468 lb StruCalc Version 8.0.100.0 LOADING DIAGRABI ROOF LOADING Side One: Roof Live Load: Roof Dead Load: Tributary Width: Side Two: Roof Live Load: Roof Dead Load: Tributary Width: Wall Load: Beam Self Weight: Beam Uniform Live Load: Beam Uniform Dead Load: Total Uniform Load: LL 25 psf DL 15 psf TW 1.5 ft LL 25 psf DL 15 psf TW 7.5 ft WALL 0 plf 8/13/2010 8:47:52 AM SLOPE /PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj 10 ft BSW 7 plf wL 225 plf wD_adj 158 plf wT 383 plf page /of Project: Location: Multi- Loaded Multi -Span Beam 2 Multi- Loaded Multi -Span Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 7.25 IN x 10.5 FT #2 Douglas- Fir -Larch Dry Use Section Adequate By 15.2% Controlling Factor* Moment DEFLECTIONS Center Live Load 0.13 IN L/955 Dead Load 0.10 in Total Load 0.23 IN 11544 Live Load Deflection Criteria: L/360 REACTIONS Live Load Dead Load Total Load Bearing Length Bending Stress: Shear Stress: Modulus of Elasticity Min. Mod. of Elasticity Comp. to Grain: 9 282 lb 282 lb 224 lb 224 lb 505 lb 505 lb 0.23 in 0.23 in BEAM DATA Center Span Length 10.5 ft Unbraced Length -Top 5.25 ft Unbraced Length Bottom 10.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2 Douglas -Fir -Larch Total Load Deflection Criteria: L/240 Controlling Moment: 2577 ft-lb 5.25 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear 502 lb At a'distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear j3ase Values Adjusted Fb 900 psi Fb' 1162 psi Cd =1 00 C1 =0.99 CF =1.30 Fv 180 psi Fv' 180 psi Cd =1 00 E 1600 ksi E 1600 ksi E_min 580 ksi E_min' 580 ksi Fc 625 psi Fc 625 psi Read Provided 26.62 in3 30.66 in3 4 19 in2 25.38 in2 49.07 in4 111 15 in4 2577 ft-lb 2969 ft-lb 502 lb 3045 lb StruCalc Version 8.0.100.0 LOADING DIAGRAM UNIFORM LOADS Uniform Live Load Uniform Dead Load Beam Self Weight Total Uniform Load Center 0 plf 0 plf 6 plf 6 plf POINT LOAps CENTER SPAN Load Number Qme Live Load 563 lb Dead Load 390 lb Location 5.25 ft 8/13/2010 9:17:36 AM Page ?If 3 F I 11 PI 1 11i 7 /I oalo_ J V IP k V N "II/ „6 N 11 C r fr 1 .1 Y Ct 1 1 NIA tP% 1 1 fN1 o14 41* I .71 5fr CA 4Gl 6;414144:4 44 f.t, 4,, A intrN 7 kiva /414 )41r? 4 N S. iI 1 1)(13 44,1 Clallam County Assessor Treasurer Property Details 57808 HUGH E, JR/ROBERT Page 1 of 2 Clallam County Assessor Treasurer Property Search Results 57808 HUGH E, JR/ROBERTA SIMPSON for Year 2011 2012 Property Account Property ID 57808 Legal Description. LOT 7 BL 208 TPA Geographic ID: 0630000208250000 Agent Code: Type: Real Tax Area 0010 PA 121 PORT ST CNTY H2 L WMP Land Use Code 11 Open Space. N DFL N Historic Property: N Remodel Property: N Multi- Family Redevelopment: N Township: Section: Range Location Address. 910 E SIXTH ST Mapsco PORT ANGELES WA 98362 Neighborhood: Cycle 5 Res Map ID: 2 Neighborhood CD' 10955130 Owner Name. HUGH E, JR /ROBERTA SIMPSON Owner ID: 52461 Mailing Address. 648 HUNT RD Ownership 100.0000000000% PORT ANGELES WA 98363 -9603 Exemptions: Taxes and Assessment Details Property Tax Information as of 06/24/2011 Amount Due if Paid on NOTE. If you plan to submit payment on a future date make sure you enter the date and click RECALCULATE to obtain the correct total amount due First Second Half Half Base Base Year Statement ID I Taxing Jurisdiction Amt. Amt. Penalty Interest Base Paid Amount Due 2011 152501 ST SCH STATE SCHOOL $141 13 $141 13 $0.00 $0.00 $141 13 $141 13 2011 152501 CC -GEN COUNTY CLALLAM $77.93 $77.90 $0.00 $0 00 $77.93 $77.90 2011 152501 SD #121 SCHOOL DISTRICT #121 $184 49 $184 47 $0.00 $0 00 $184 49 $184 47 2011 152501 CITY PORT ANG CITY OF PORT ANGELES $179.86 $179.86 $0.00 $0.00 $179.86 $179.86 2011 152501 PORT PORT OF PORT ANGELES $10.97 $10.96 $0.00 $0.00 $10.97 $10.96 2011 152501 NTH OLY LIB NORTH OLYMPIC LIBRARY $32.68 $32.67 $0 00 $0.00 $32.68 $32.67 t 2011 152501 HOSP #2 HOSPITAL #2 $31.98 $31.98 $0 00 $0 00 $31.98 $31.98 2011 152501 WSMET PK DIST WILLIAM SHORE MET PARK DIST $9 72 $9.72 $0 00 $0 00 $9 72 $9 72 2011 152501 CITY_STORMWATER CITY STORMWATER $36.00 $36.00 $0 00 $0 00 $36.00 $36 00 2011 152501 WEED_CONTROL WEED CONTROL $0.82 $0.81 $0 00 $0 00 $0 82 $0.81 f 2011 152501 TOTAL. $705.58 $705.50 $0.00 $0.00 $705.58 $705.50 i 2010 40791 ST SCH STATE SCHOOL $139 72 $139 72 $0.00 $0.00 $279 44 $0 00 4 2010 40791 CC -GEN_ COUNTY CLALLAM $74.36 $74.35 $0.00 $0 00 $148 71 $0.001 1 2010 40791 SD #121 SCHOOL DISTRICT #121 $180 97 $180.98 $0 00 $0 00 $361 95 $0.001 2010 40791 CITY PORT ANG CITY OF PORT ANGELES $172.15 $0 00 _$0 00 $344.31 $0.00 2010 40791 PORT PORT OF PORT ANGELES_ $10 45 $10 45 $0 00 $0.00 $20.90 $0.00 2010 40791 NTH OLY LIB NORTH OLYMPIC LIBRARY v $21.60 $21.61 $0 00 $0.00 1 $43.21 $0 00 2010 40791 HOSP #2 HOSPITAL #2 $30.50 $30._50 $0 00 $0.00 $61.00 $0 00 2010 40791 WSMET PK DIST WILLIAM SHORE MET PARK DIST $9.70 $9 71 $0.00 $0.00 $19 41 $0 00 12010 40791 CITY_STORMWATER CITY STORMWATER $36.00 $36.00 $0.00 $0.00 $72.00 $0 00 2010 40791 WEED_CONTROL WEED CONTROL $0.82 $0.81 $0.00 $0 00 $1 63 $0.00 2010 40791 TOTAL. $676.28 $676.28 $0.00 $0.00 $1352.56 $0.00 http. /websrv8 clallam.net/propertyaccess /Property aspx ?cid =0 &year =2011 &prop_id =57808 6/24/2011 Site Address: CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT PERMIT NO. .;;2t/02~ //?Y /;~ :.. DATE Installed By: -J,',.,.. ~ fh. It., '()N o READY FOR INSPECTION License Number: ~WILL CALL FOR INSPECTION Phone: Owner/Business: Phone: Owner/Business Address: Sq. Ft. "I 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 )l'( Service update/alter/repair o Add/alter circuits o Auxiliary power (list below) o Special equipment (list below) o Overhead o Undergroun~y'r Voltage /~ f../ 15(10 030 Service size /..:2 r- Amps o Temporary . &()AA v{ ~~1 ~ I ~ D-c. ) / ( ..7;Js~ I Detai IslDescription: Gd- ~} W.S. No. Service Capacity: 0 O.K. 0 Not O.K. o Ditch inspection O.K. o Rough-in/cover O.K. ~ 'ji, O.K. to connect service r-"P Final O.K. Size Comments Date Hold for: 0 Easement 0 Letter o Signed up for service/meter o Meter Department notified for installation o Fire Department notified of inspection o Plan Review approved/pending . Notify the Department of City Light by Street Address and Permit Number when ready for inspe ion. 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 ;I f9() I=m ~~ WHITE - file by address YELLOW - file by number PINK - Top: Eng, Bottom: Customer GREEN - Top: Inspector, Bottom: City Hall Permit/Receipt No. .;;?'f C')-^- New Meters Date: Site Address: OLYMPIC PRINTERS. INC.