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HomeMy WebLinkAbout814 1/2 Caroline St - Buildingyv""OR-71ANCELES .l WASHINGTON, U S A Community & Economic Development Department June -24., 2011 John W and Christy Wright 824 Caroline -St. -- --- Port Angeles WA 98362 Re Permit #10-823 for the 720 sf garage with a home above it located at 814 % Caroline St. Port Angeles WA 98362 Dear John and Christy 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 V Linda Pangrle Permit Technician 360-417-481.5 Ipangrle@cityofpa us Phone 360-417-4750 /Fax: 360-417-4711 t Website wwwcityofpa.us/ Email smartgrowth@cityofpa.us 321 East Fifth Street PO Box 1150 /Port Angeles, WA 98362-0217 Clallam County Assessor & Treasurer - Property Details - 81277 JOHN W AND CHRIS Clallam County Assessor & Treasurer Property Search Results > 81277 JOHN WAND CHRISTY WRIGHT for Year 2011 2012 Property Account Property ID- 81277 Legal Description. LT 6 E 38 LT 7 BLOCK 37 NORMAN R SMITH SUR V58 P82 V59 P60 ZONING LT COV Geographic ID- 063000513725 Agent Code. First T Type: Real $44.25 $44.22 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 $8013 $8013 Township: .170096 Section: $44.25 Range. 2011^ 170096 SD #121 SCHOOL DISTRICT #121 Location $10474 2011 170096 Address: CAROLINE STREET Mapsco 2011 170096 PORT ANGELES WA 98362 $6.23 $6.22 Neighborhood Cycle 5 Res Map ID 2 Neighborhood CD- 10955130 170096 HOSP #2 HOSPITAL #2 Owner__ $18.16 2011 170096 Name: JOHN WAND CHRISTY WRIGHT Owner ID 60841 Mailing Address. 824 CAROLINE STREET % Ownership- 100.0000000000% $000 PORT ANGELES WA 98362 2011 170096 TOTAL. $380.54 $380.47 2010 Exemptions. ST SCH STATE SCHOOL Taxes and Assessment Details _ $79.33 2010 Property Tax Information as of 06/24/2011 Page 1 of 2 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. Values i Penalty Interest Base Paid Amount Due $0.00 $0.00 $8013 First T Second $000 $44.25 $44.22 Half Half $10475 $10474 $0.00 Base Base Year Statement ID Taxing Jurisdiction Amt. Amt. 2011 170096 ST SCH STATE SCHOOL $8013 $8013 20_11 .170096 CC -GEN COUNTY CL_ALLAM $44.25 $44.22 2011^ 170096 SD #121 SCHOOL DISTRICT #121 $10475 $10474 2011 170096 CITY PORT ANG CITY OF PORT ANGELES $102.13 $102.12 2011 170096 PORT PORT OF PORT ANGELES $6.23 $6.22 2011 170096 NTH OILY LIB NORTH OLYMPIC LIBRARY $18.55 $18.55 2011 170096 HOSP #2 HOSPITAL #2 $1816 $18.16 2011 170096 WSMET PK DIST WILLIAM SHORE MET PARK DIST $552 $5.52 2011 170096 WEED CONTROL WEED CONTROL $082 $0.81 $000 _ $0 00 2011 170096 TOTAL. $380.54 $380.47 2010 58801 ST SCH STATE SCHOOL $79.33 $79.33 2010 58801 CC -GEN COUNTY CLALLAM $42.21 $42.22 2010 58801 SD #121 SCHOOL DISTRICT #121 $102.75 $102.75 2010 58801 CITY PORT ANG CITY OF PORT ANGELES $9775 $9774 2010 58801 PORT PORT OF PORT ANGELES $594 $5.93 2010 58801 NTH OLY LIB NORTH OLYMPIC LIBRARY - $12.26 $12.2_7 2010 58801 HOSP #2 HOSPITAL #2 $17.32 $1_7.32 2010 58801 WSMET PK DIST WILLIAM SHORE MET PARK DIST $5.51 $5.51 2010 58801 TOTAL. $363.07 $363.07 Values i Penalty Interest Base Paid Amount Due $0.00 $0.00 $8013 $8013 $000 $000 $44.25 $44.22 $000 $0.00 $10475 $10474 $0.00 $0.00 $102.13 $102.12 $000 $0.00 $6.23 $6.22 $000 $0.00 $18.55 $18.55 $0.00 $0.00 $1816 $1816 $000 $0.00 $5.52 $5.52 $000 $0.00 $0.82 $081 $0.00 $0.00 $380.54 $380.47 $000 $000 $15866 $000 $000 $0.00 $8443 $0.00 $0.00 $000 $20550 $0.00 $000 $000 $19549 $0.00 $000 $0.00 $11.87 $000 $000 _ $000 $24.53 $000 _ $0 00 $000 $34.64 $000 $0.00 $000 $11.02 $000 $0.00 $0.00 $726.14 $0.00 http.//websrv8 clallam.netlpropertyaccessIProperty.aspx?cid=0&year=2011&prop_id=81277 6/24/2011 PROJECT STATUS UPDATE Permit # 1 0 — 0823 Date I phoned the #KpFicant Property Owner ctor I (left a phone message o discussed . The perm/t (has2x��ired xpire, at 4 �5 Z — 809 -Z- at at at s oftl'iis/project? Please all and sc dule in nspecti n Or Sub it a p mit ext si request' tter know if is abandoned .aM 12--Z9-10 IW - c� H 4 a,& eA-�,ZP- u ,T +) (A'Cbviyv� 4e- oat� i�u� 6Yl4_ T Forms/Building Division/Project Status Update 0 (9%21%2010) Linda Pangrle 814 Caroline From Sue Roberds To: Linda Pangrle Date: 9/21/2010 12.32 PM Subject: 814 Caroline Linda. Roger will sign off for Mr Wright to have his building permit with the condition that the bricks be removed either (1) before final occupancy of the structure, or (2) within two weeks of a request for water service from the owner of 818 Caroline, whichever comes first. When you issue the permit, be sure to point out the condition to John. That's all you can do. You don't need to discuss with him just point it out. Thank you, Sue t hot- Page 1.] (8/12/2010) Linda Pangrle Fwd 2nd water meter installation Page 1 'I From Roger Vess To: Eric Walrath, Sue Roberds Date: 8/12/2010 9.00 AM Subject: Fwd 2nd water meter installation Attachments: 2nd water meter installation CC: James Lierly; Linda Pangrle Mr Wright has not responded to the attached e-mail These bricks have not been moved out of the City right of way as requested by Glenn Cutler We may need to start a code enforcement case to have the items moved to private property I also see that permit to construct a new SFR has been submitted, engineering will not release the permit approval until the stored items have been moved Nor will the water meter be installed by City crews until these items are moved Thank you, Roger 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 Applicant fMb �-_ U tb1W, f Property Owner Y A 4, Property Owner's Address 1?1_141 &x.14[_/1/k j Contractor W Contractor's Address License # Expires For City Use Only" ' Date Received$_ cl -1 O Permit # lo -,32,3 y %E .�i Date Approved / I, / P Jone Phone 1 l Phone E-mail 1 OQ PROJECT ADDRESS Parcel Number OG3 o GO51 3-7Z5- Lot Zoning RS= 7 Proiect Type & Brief Description. Residential ❑ Multi -family ❑ Commercial ❑ Industrial Check all that apply I/ 4 New Construction 2'/19- b C. r V6, oul-rk Q h6me V2 ❑ Addition ❑ Remodel ❑ Repair .Ti�\ ❑ Demolition 1%1 DC7` _ IN \Q -W W (� '�� , 0 ❑ Re -roof ❑ House ❑ garage ❑ other `�' ❑ tear off & re -roof ❑ lay over layer XlHeat System ❑ Heat pump ❑ wood -burning stove 1-1 g ❑ Other 5 �'r _ M f a1 Ct IT YI e -&A -e -v S Floor Areas Existinq (sq. ft.) Proposed (sq. ft.) Basement @$ per sq ft. _ $ N� 15' Floor _ 1 2nd Floor 3rd Floor ` ✓ Garage -72-0 �� �� (n� 00 Carport Covered Porch _ Deck _ 5 Shed — 0z, Other �. TOTAL VALUATION $ S Z sob Total footprint of structures —sq ft. T Lot size �) 3 I sq ft. = Lot coverage 5, g % 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 5 •g % RAPI, 4's' a2pf-` 13-livf_ 11 Max. height of proposed structures- 30 ft. Occupancy group of bedrooms % Will a lawn sprinkler system be installed? �U Occupant load r # of full baths / Will a fire sprinkler system be installed? A20_ Construction type ZVAf%y # of half baths i 1 have read and completed this application and know it to be true and correct. 1 am3ho" d to ppl or this that it is mores onsibility to determine whatperrrrits are requi/r�ed, and to obtain perm or t w in o oj Date / O Print Namej�`//j 1w �/%�/� ��� iSigna T Form /Buil ing Division/Building permit application IS PRESCRIPTIVE APPROACH -SIMPLE FORM For the Washington State Energy Code (2006 Edition) Climate Zone 1 MY GOVERNMENT Site Information. Building Department Use Only - Lot. Address ,.P�P r6 AhG%frlC f City - State Zip 00 Permit # 10-%32/ Notes } Contact: Phone��' Phone 2 FAX.S-�_ Table 6-1 PRESCRIPTIVE REQUIREMENTS FOR GROUP R OCCUPANCY CLIMATE ZONE I (Unlimited Glazing Option Only) Glazing Glaiin '}U-Fa`cfoc ::poor J 9 . _ - `Wair Wall''' 4` WAIF ' ' - :Option °ArFloo�of '-vaulted _ `Abo Ceiling - Interior ;: Ekterioe-' -. : `Slab,on- ' ':Floor' Vertical b eOvertiead.'1 ,Ceiling- : .Grade F.,ac""tor; = ; .Below ; -,Below `'-Concret:e -:Grade :f ,Geade• Unlimited Group R 3 IV and R-4 0.35 058 0.20 R 38 R 30 R 21 R 21 R 10 R 30 R 10 Occupancies Only This Project complies with the following - The project is a single family residence or duplex. The project is a wood frame OR all of the insulation is interior or exterior of the framing. All building components meet the requirements listed above The project will meet all other provisions of the WSEC and VIAQ The Project will take advantage of the following exceptions to the prescriptive option. ❑ 602.6 Exception 2. One unlabeled or untested exterior swinging door 24 sq ft. or less, may be installed per unit for ornamental, security or architectural purposes. Location of the door taking this exception ❑ 602.6 Exception 2. If a door is mostly glass, it should meet the requirement of the vertical glazing U -factor listed above Location of the door(s) taking exception. 1 1 Type of Heat Source:%% T Forms/Building Division/Prescriptive Approach -Simple Form Electrical Information Form u. Public Works & Utilities Department (360) 417-4700 ®rF' City Electrical Inspector (360) 417-4735 Please complete and return to Public Works & Utilities Department Permanent service. I Name. �/PeIO �(/�'%�/f 7Zj 1,11f /(/ Name and address of party IStreet: e responsible for permanent ,City I State I ZIP l max" r service billing? I Daytime Phone ContactInformation (if other than app) Name Title 9dP_? �,2— Home Phone _f" Site contact: Daytime Phone Contractor (Name Company' IDaytime Phone Electri Ian (Name Qi�1� �C. Company- ��f�" rn) L,fv (Daytime Phone Exca ator (Name. �� ,1Mn'�Sn n� Company- \j Daytime Phone ProjectType WExisting Iv'evv 3 UAJ,0f21,Aj4,,0.0 rAmeii Ingle -family residence El Multi -family residence # of units Commercial ❑Subdivision # of lots ❑ Overhead service El General service eUnderground.service ❑'Other ©iNlj�/� 170(,6 12-00 5— Project InformationDescription of work 11�hhl,c Street address / lot number, ?/ 60et"- //tJ,4 (Nearest cross street: �Q.l�rjz IDesired connection date bwe, Electrical transformer serving -property .is ❑ on aJpLolle ❑ on the ground 'Electrical Load 0 [Total footage _7�6 sq ft. -Main disconnect size amps (Voltage 0120/240 1ph ❑1'20/208 3ph ❑277/480 3ph 0120/240 3ph 0480 3W 3ph `tom Other X/Standard .residential loads (Lighting refrigerator dishwasher washer) Check all that apply ❑ A/C ( _ ton) 4Range/Oven ❑ Hot Tub Clothes DryerHeating ElPumps (_Hp) ❑ No Load Change X'Wat& Heater. ❑ Elevator Hp) ❑ Other • • orting Documentation 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. *Size and locked rot- r amps f n)otprs v /� (Applicant's Signature �,/ Date MAIL OR DELIVER C MPLETED FORM'f0 321 E 5TH STREET PORT ANGELES 'WA 98362 FAX TO 360-417-4 11 WS WF Information form.xls NO -VT Revised'1 15-09 M CD CD 3 -it/� � 4 Cho 360 6 s2g i I;o V 'G. 40� ?00 11 � qo3 1 JrC� 1 s2A a ' is Sig 21 42 00 q . LINDBERA"M H'H A R C H I C T S 319 s. Peabody, suite bi pod angeles, wa-98362 360.452.6116 / fax 360A52.7064 Ptoiect: VlrAie^k-r Subiect: Date. Proiect No Bv- Sheet I of I - Fp- IA & I-Vt 0 (Aj I 4 I LINDIBE. ff ARC H IRMS 319 s. peabDdy, suite bi port angeles, wa 98362 360.452.6116 / fax 360.452.7064 Ptolect: S.U"biect: Date. Prolect No. 8v - Sheet of bWIG 20 Ely VIAL"v za ()S-1-7 IS )e, 5, .4ly- bWIG 20 Ely VIAL"v za ()S-1-7 IS )e, LINDBER t 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 contact(alindarch.com / www.lindarch.com Project: JfJ r i e^ WA -10 c:. A tom., g Project No Subject: L)�-J i L. By ori e -a Date. J-'VI('e � .010 Sheet '2, of SHEAR WALL SUMMARY W1 L H V V/L S W litltc t" .:., pa. 3418 I, 172 6s I f� ,G, er�, �� ► 12 ?, �a 4 f 14 45 4 22-1 I Imo. 1I VH- WL/2 POST I HOLD DOWN I.,/, 1i m 3418 I, I/ALL OFIT/FIRMINFO/FORMS/SHEARWAL 2- 4. 0 2. PPER FLOOR SNEAK WALL PLAN SCALE rJ- HEAR WALLS 2 MAXIMUM SHEAR = 200 PLP USE 1/2" SWEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 6d NAILS AT 6" O.C. 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 THE WALL, SEE FRAMING/SHEAR PLANS 3 MAXIMUM SHEAR = 250 P.L.F USE 1/2" SWEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAIL6 AT 6" O.G. FOR FRAMING, USE DF NO2 PROVIDE 1/2" 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. 4 MAXIMUM SHEAR = 315 PLP USE 1/2" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" O.C. FOR FRAMING, USE DF NO.2 PROVIDE 1/2" 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. 5 MAXIMUM SHEAR = 315 PLP USE 1/2" SWEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4" O.G. FOR FRAMING, USE DF NO.2 PROVIDE 1/2" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR PLANS. 6 MAXIMUM SHEAR = 490 PLF USE 1/2" SWEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.C. 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. GENERAL REQUIREMENTS ALL SWEATING EDGES SHALL BE BACKED WITH FRAMING SIZED ACCORDING TO SHEAR WALL SCHEDULE OR 2" NOMINAL BLOCKING. CONNECTIONS BETWEEN ROOF SWEATING AND WALL $HEATING OR BETWEEN UPPER WALL SHEATHING AND LOWER WALL SHEATHING SHALL BE SUCH THAT REQUIRED EDGE NAILING PER SCHEDULE IS CONTINUOUS THROUGH BLOCKING AND WALL PLATES. SPACE 10d NAILS AT 12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS. TWO TIE DOWNS ARE REQUIRED ON UPPER FLOOR WALLS, THE TIE DOWNS SHALL BE BOLTED TO THE UPPER AND LOWER WALL STUDS AND CONNECTED BY THREADED ROD AS PER MANUFACTURER'S RECOMMENDATIONS W UWl 71 SWbAR MWM W 46 _ r 40* WALL LOWER FLOOR SHEAR WALL PLAN DDOII LE TOP J BUM To 6 '+ ' �--DNOIR FIAPIR r r FC1R1'4 GM UJAI I Voporf i elEi fwlMaia PLAM AT RDW OF DOOR EMD OF DDDR CMlNM WALL 0 SHU14t . WALL * GARACxE ac W6U If $WAR WUNPIM U &L 7' UI2AI L rwvm elli"go m" ab Df6a 671aR f ma N04 IDG T7 w.& FAM EMD FOR 6TUR=m PROVE 6 V%M W. AT TOP MATETa"MmTM" tT"C&"(i) LOW" 0 r UPPER FLOOR SHEAR LUALL PLAN SHEAR WALLS 2 200 PL.4VEE ONE GID�EgOF U", pmL yAALLL Mxo WNAifH id A AT 0' Or- FOR IPACRI4i AT T4E Ff.1lDATIAVIIM @iQQ ANCHM SIOLTTM AT 46' OA FOR TE DWN6 AT EACH IED CP'56 WALL, SF.E PRNMEi'MO AR N." 3 MADV SMEAR 760 PLFs ueE V1" 6HEAT1xi d�E GIDE OF WAIL MEAL ALL EDGES ON bd MWLG AT i" ae FOR M OF NO2 FT40VCE V7' a41ti1i!!t ANCHOR dOt.tG At 97' or. }WHO 1�1 GPadND at tib FO►i�CaffON FOR TTE DauNb At EACH 90 CP TME WdML, so FlE4f"AWAR M." 4 MAXMM SNF.NR 91S PLR U!E Yl' SFbATNef O?S! GM7E ap YtAM.L NAL ALL fE94EG W1H Gd TWIG AT 6• DA FOR FROM USE OP WDJ. PROVIDE U7' DW WM ANCHOR SId TG AT 92' O:C. KW1U M VAONG AT gib M0WATfOMI FOR TE DOIW6 AT RAW EMD OF TME WALL OR FWAMli6LGAEAR F -*W MAxnm SMEAR Sib PLP. UIIE W, S UIM ONE NX OF WALL NAL ALL EDGED WRM Od NMA AT 4' OR FiOIR l9 I�UEE DP NO2 PRDv1DE W1 DWWW ANCWR 0M" AT 24' OG SPACIM7r at Tib AWEVAT30M4 FOIL TIE W" AT EACH EMD OF tEE UYY L, an FRAMNWEM PLANA 6. MAXK" "M 460 M.P. USE VY SPAM ONE 60E OF WAIL MAI. ALL ED60 WN bd MW AT 9■ an MOR USE 9x DM Mat DOtEtE OOTTOM PLATP APE {l E A424M BM16 ATT 33'01- MAXM 6PAACM ATM FOMATUX POR Tb DOING AT EACN END OF TME WALL SEF FK4MN&9*M KAN& ALL�6 4RATTM GED 0 04ALL dE OA MM U114 MRN" NS 612pJi AOCOI M TO "4R WAIL SCM U OR V WO*AAL ISt0004 C2Nlc'TK7M6 6ETUEi9I ROOF *EATN6 AND WALL SHEATH$ OR EETUF.13d UFPER WU SMfE I" AMD Lom YINL SM6ATMN6 *KL OE SUCH MT mamm EDGE NALN6 FM SCHMME f6 OWN= Mal W MLO MM AND WALL FLATES. SPACE 19d WU AT G' Oa ALONG RRd MtATE RAAMN6 DOINTE AM PW"M CK WM 8 &bI S EOLW TO 1W 1pP492 IND IXBR 144J $74D6 AAD OOMR I= OT 74WAM ROD A6 PER MWIFACRFM G RECONMEMDATM -... _aw. AOL L i Project: Location: Roof Beam 1 Roof Beam [2009 International Building Code(2005 NDS)] 3.5 INx7.25INx3.OFT #2 Douglas -Fir -Larch Dry Use Section Adequate By, 401.2% Controlling Factor, Moment DEFLECTIONS Center Live Load 0 00 IN UMAX Dead Load 0.00 in Total Load 0.01 IN U5780 Live Load Deflection Criteria: U240 REACTIONS A B Live Load 525 Ib 525 Ib Dead Load 387 Ib 387 Ib Total Load 912 Ib 912 Ib Bearing Length 0.42 in 0.42 in BEAM DATA psf Span Length 3 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 0 ft Roof Pitch 8 12 Roof Duration Factor 1 15 Fc -L = 625 psi MATERIAL PROPERTIES #2 Douglas -Fir -Larch Total Load Deflection Criteria: U180 NOTES StruCalc Version 8.0.100.0 LOADING DIAGRAM 8/4/2010 4:38:11 PM page of ROOF LOADING Side One: Base Values Ad*usted Bending Stress: Fb = 900 psi Fb' = 1341 psi 25 Cd=1 15 C1=1 00 CF=1 30 Shear Stress: Fv = 180 psi Fv' = 207 psi psf Cd=1 15 TW = Modulus of Elasticity E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity E_min = 580 ksi E_min' = 580 ksi Comp 1 to Grain. Fc -L = 625 psi Fc 1 = 625 psi Controlling Moment: 684 ft -Ib DL= 1.5 ft from left support psf Tributary Width: Created by combining all dead and live loads. 12 Controlling Shear- -547 Ib WALL = At a distance d from support. plf Created by combining all dead and live loads. Comparisons with required sections: Ro" Provided Section Modulus: 6.12 in3 30.66 in3 Area (Shear): 3.96 in2 25.38 in2 Moment of Inertia (deflection): 3.46 in4 111 15 in4 Moment: 684 ft -Ib 3428 ft -Ib Shear- -54 lb 3502 lb NOTES StruCalc Version 8.0.100.0 LOADING DIAGRAM 8/4/2010 4:38:11 PM page of ROOF LOADING Side One: Ladj = 3 ft Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 2 ft Side Two: wT = 608 plf Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 12 ft Wall Load: WALL = 0 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam. Length: Ladj = 3 ft Beam Self Weight: BSW = 6 plf. Beam Uniform Live Load: wL = 350 plf Beam Uniform Dead Load: wD_adj = 258 plf Total Uniform Load: wT = 608 plf Project: Location. Roof Beam 2 Roof Beam [2009 International Building Code(2005 NDS)] 3.5 INx7.25INx3.OFT #2 Douglas -Fir -Larch Dry Use Section Adequate By- 2163.9% Controlling Factor Moment DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0 00 IN UMAX Live load Deflection Criteria: U240 REACTIONS A B Live Load 113 Ib 113 Ib Dead Load 89 Ib 89 Ib Total Load 202 Ib 202 Ib Bearing Length 0.09 in 0.09 in BEAM DATA Span Length 3 ft Unbraced Length -Top 2 ft Unbraced Length -Bottom 0 ft Roof Pitch 8 12 Roof Duration Factor 1 15 MATERIAL PROPERTIES #2 Douglas -Fir -Larch Total Load Deflection Criteria. U180 NOTES StruCalc Version 8.0.100.0 LOADING DIAGRAM 8/4/2010 4 41 14 PM page Z 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 = 2 ft LL = 25 psf DL= 15 psf TW = 1 ft WALL = 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Base Values Admusted Bending Stress: Fb = 900 psi Fb' = 1341 psi 6 Cd=1 15 C1=1 00 CF= 1.30 Shear Stress. Fv = 180 psi Fv' = 207 psi plf Cd=1 15 wD_adj = Modulus of Elasticity* E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity, E_min = 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc -I- = 625 psi Fc 1 = 625 psi Controlling Moment: 151 ft -Ib 1.5 ft from left support Created by combining all dead and live loads. Controlling Shear* 121 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 1 35 in3 30.66 in3 Area (Shear): 0.88 int 25.38 in2 Moment of Inertia (deflection): 0.77 in4 111 15 in4 Moment: 151 ft -Ib 3428 ft -Ib Shear- 121 Ib 3502 lb NOTES StruCalc Version 8.0.100.0 LOADING DIAGRAM 8/4/2010 4 41 14 PM page Z 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 = 2 ft LL = 25 psf DL= 15 psf TW = 1 ft WALL = 0 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 3 ft Beam Self Weight: BSW = 6 plf Beam Uniform Live Load: wL = 75 plf Beam Uniform Dead Load: wD_adj = 60 plf Total Uniform Load: WT = 135 pif Project: Location: Roof Beam 3 Roof Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 7.25 IN x 10.0 FT #2 Douglas -Fir -Larch Dry Use Section Adequate By, 239.4% Controlling Factor, Moment DEFLECTIONS Cen er Live Load 0.06 IN U2168 Dead Load 0 05 in Total Load 010 IN U1174 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: 0180 REACTIONS A Base Values B Live Load 219 Ib 219 Ib Dead Load 185 Ib 185 Ib Total Load 404 Ib 404 Ib Bearing Length 018 in 0.18 in BEAM DATA E' = 1600 ksi Min. Mod. of Elasticity Span Length E min' = 580 ksi 10 ft Unbraced Length -Top Fc 1 = 625 psi 2 ft Unbraced Length -Bottom 0 ft Roof Pitch psf 8 12 Roof Duration Factor 1 15 Controlling Shear, MATERIAL PROPERTIES #2 Douglas -Fir -Larch NOTES StruCalc Version 8.0.100.0 LOADING DIAGRAM A ion ROOF LOADING Base Values Adjusted Bending Stress: Fb = 900 psi Fb' = 1341 psi 6 Cd=1 15 C1=1 00 CF= 1.30 Shear Stress: Fv = 180 psi Fv' = 207 psi psf Cd=1 15 DL= Modulus of Elasticity E = 1600 ksi E' = 1600 ksi Min. Mod. of Elasticity E_min = 580 ksi E min' = 580 ksi Comp. -L to Grain: Fc -L = 625 psi Fc 1 = 625 psi Controlling Moment: 1010 ft -Ib LL = 5.0 ft from left support psf Roof Dead Load: Created by combining all dead and live loads. 15 Controlling Shear, 356 Ib TW = At a distance d from support. ft Wall Load: Created by combining all dead and live loads. 0 Comparisons with required sections: Read Provided Section Modulus: 9.03 in3 30.66 in3 Area (Shear): 2.58 in2 25.38 int Moment of Inertia (deflection): 17 04 in4 111 15 in4 Moment: 1010 ft -Ib 3428 ft -Ib Shear- 356 lb 3502 lb NOTES StruCalc Version 8.0.100.0 LOADING DIAGRAM A ion ROOF LOADING Ladj = 10 ft Side One: BSW = 6 plf Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 0.8 ft Side Two: Roof Live Load: LL = 25 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 1 ft Wall Load: WALL = 0 plf 8/4/2010 4 42:05 PM SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 10 ft Beam Self Weight: BSW = 6 plf Beam Uniform Live Load: wL = 44 plf Beam Uniform Dead Load: wD_adj = 37 plf Total Uniform Load: WT = 81 pif page Z Project: Location. Floor Joist 1 Floor Joist [2009 International Building Code(2005 NDS)] SERIES 20 / 11.875 Louisiana Pacific x 12.5 FT @ 16 O C. Section Adequate By- 123.6% Controlling Factor End Reaction DEFLECTIONS, Center Live Load 0.07 IN U2211 Dead Load 0.03 in Total Load 009 IN U1608 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A B Read Live Load 333 Ib 333 Ib E. 1. Dead Load 125 Ib 125 Ib 600 in2-Ib xE6 Total Load 458 Ib 458 Ib 1432 ft -Ib Bearing Length 1 75 in 1 75 in Shear- Web Stiffeners No No 1350 lb BEAM DATA Center Span Length 12.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Floor sheathing applied to top of joists -top of joists fully braced. Floor Duration Factor 1 00 I -JOIST PROPERTIES SERIES 20 / 11.875 Louisiana Pacific Bage Values A ' s e Moment Cap: Mcap = 3406 ft -Ib Mcap' = 3406 ft -Ib Cd = 100 Shear Stress: Vcap = 1350 Ib Vcap' = 1350 Ib Cd = 100 End Reaction: Rcap = 1025 Ib Rcap' = 1025 Ib Cd = 100 w/ web stiffeners: RcapWS = 0 Ib RcapWS' = 0 Ib Cd = 100 Interior Reaction. IRcap = 0 Ib IRcap' = 0 Ib Cd = 160 w/ web stiffeners: [RcapWS = 0 Ib (RcapWS' = 0 Ib Cd = 100 E.I. EI = 600 Ib -int EI' = 600 Ib -int Controlling Moment1432 ft -Ib 6.25 Ft from left support of span 3 (Right Span) Created by combining all dead and live loads. Controlling Shear- 458 Ib 0.0 Ft from left support of span 2 (Center Span) Created by combining all dead and live loads. Comparisons with required sections: Read Provided E. 1. 134 in2-Ib E6 600 in2-Ib xE6 Moment: 1432 ft -Ib 3406 ft -Ib Shear- 458 lb 1350 lb NOTES StruCalc Version 8.0.100.0 LOADING DIAGRAM 12.5 ft JOIST LOADING 8/4/2010 4 47:53 PM Uniform Floor Loading Center Live Load LL = 40 psf Dead Load DL= 15 psf Total Load TL = 55 psf TL Adj. For Joist Spacing wT = 73.3 plf page of Project: Location: Uniformly Loaded Floor Beam 1 Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)] 5125 INx19.5INx23.OFT 24F -V4 Visually Graded Western Species Dry Use Section Adequate By 30.8% Controlling Factor* Moment DEFLECTIONS Center Live Load 0.55 IN U500 Dead Load. 0.23 in Total Load 0.78 IN U352 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 5750 Ib 5750 Ib Dead Load 2405 Ib 2405 Ib Total Load 8155 Ib 8155 Ib Bearing Length 2.45 in 2.45 in BEAM DATA Center Span Length 23 ft Unbraced Length -Top 1 67 ft Floor Duration Factor 1 00 Camber Adj. Factor 1 Camber Required 0.23 Notch Depth 0.00 MATERIAL PROPERTIES 24F V4 Visually Graded Western Species Controlling Moment: 46893 ft -Ib 11 5 ft from left support Created by combining all dead and live loads. Controlling Shear- 7014 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Base Values Adjusted Bending Stress: Fb = 2400 psi Controlled by Area (Shear): Fb_cmpr = 1850 psi Fb' = 2266 psi Moment of Inertia (deflection): Cd=1 00 C1=1 00 Cv=0.94 Shear Stress: Fv = 265 psi Fv' = 265 psi 61320 ft -Ib Cd=1 00 7014 lb Modulus of Elasticity E = 1800 ksi E'= 1800 ksi Min. Mod. of Elasticity E_min = 930 ksi E_min' = 930 ksi Comp. -L to Grain: Fc 1= 650 psi Fc 1 = 650 psi Controlling Moment: 46893 ft -Ib 11 5 ft from left support Created by combining all dead and live loads. Controlling Shear- 7014 Ib At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 248.38 in3 324.8 in3 Area (Shear): 39 7 int 99.94 in2 Moment of Inertia (deflection): 2280.95 in4 3166.77 in4 Moment: 46893 ft -Ib 61320 ft -Ib Shear- NOTES 7014 lb 17656 lb StruCalc Version 8.0 100.0 LOADING DIAGRAM A 23 ft FLOOR LOADING 8/4/2010 4 43:29 PM page /.f Side 1 Side 2 Floor Live Load FLL = 40 psf 40 psf Floor Dead Load FDL = 15 psf 15 psf Floor Tributary Width FTW = 6.3 ft 6.3 ft Wall Load WALL = 0 plf BEAM LOADING Beam Total Live Load: wL = 500 plf Beam Total Dead Load: wD = 188 plf Beam Self Weight: BSW = 22 pit Total Maximum Load: wT = 709 plf page /.f 4 Project: Location: Combination Roof And Floor Beam 2 page Combination Roof And Floor Beam 1 [2009 International Building Code(2005 NDS)] � R of 3.125 IN x 9.0 IN x 9.0 FT 24F -V4 Visually Graded Western Species Dry Use Section Adequate By 22.8% StruCalc Version 8.0.100.0 8/4/2010 4 4701 PM . Controlling Factor- Moment LOADING DIAGRAM DEFLECTIONS Cen er Live Load 0 16 IN U664 Dead Load 0.17 in Total Load 0.34 IN U320 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live. Load 1695 Ib 1695 Ib Dead Load 1816 Ib 1816 Ib Total Load 3511 Ib 3511 Ib Bearing Length 1 73 in 1 73 in BEAM DATA Genter Span Length 9 ft Fft� Unbraced Length -Top 0 ft Roof Pitch 8 12 Floor Duration Factor 1 00 ROOF LOADING Roof Duration Factor 1 15 Side 1 Side 2 Camber Adj. Factor 1 Roof Live Load RLL = 25 psf 25 psf Camber Required 0.17 Roof Dead Load RDL = 15 psf 15 psf Notch Depth 0.00 Roof Tributary Width RTW = 12 ft 2 ft MATERIAL PROPERTIES 24F V4 Visually Graded Western Species FLOOR LOADING Base Values Ad'us ed Side 1 Side 2 Bending Stress: Fb = 2400 psi Controlled by Floor Live Load FLL = 40 psf 40 psf Fb_cmpr = 1850 psi Fb' = 2760 psi Floor Dead Load FDL = 15 psf 15 psf Cd=1 15 Floor Tributary Width FTW = 0.7 ft 0 ft Shear Stress: Fv = 265 psi Fv' = 305 psi Wall Load WALL = 135 plf Cd=1 15 BEAM LOADING Modulus of Elasticity E = 1800 ksi E'= 1800 ksi Roof Uniform Live Load: wL-roof = 350 plf Min. Mod. of Elasticity E_min = 930 ksi E_min' = 930 ksi Roof Uniform Dead Load: wD-roof = 252 plf Comp 1 to Grain: Fc 1= 650 psi Fc = 650 psi Floor Uniform Live Load: wL-floor = 27 plf Floor Uniform Dead Load: wD-floor = 10 plf Controlling Moment: 7899 ft -Ib Beam Self Weight: BSW = 6 plf 4.5 ft from left support Combined Uniform Live Load: wL = 377 plf Created by combining all dead and live loads. Combined Uniform Dead Load: wD = 403 plf Shear -2949 Ib Combined Uniform Total Load: wT = 780 plf At a distance Ata distance d from support. Controlling Total Design Load: wT-cont = 780 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 34 34 in3 42.19 in3 Area (Shear): 14.52 int 28.13 int Moment of Inertia (deflection): 142.16 in4 189.84 in4 Moment: 7899 ft -Ib 9703 ft -Ib Shear -2949 lb 5714 lb NOTES Pr'bjecr. Location: Uniformly Loaded Floor Beam 3 Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)] 3.5 IN x.7.25 INx3.0FT #2 Douglas -Fir -Larch Dry Use Section Adequate By 495.2% Controlling Factor- Moment DEFLECTIONS Cen er Live Load 0.00 IN UMAX Dead Load 0 00 in Total Load 0 00 IN U7886 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 480 Ib 480 Ib Dead Load 188 Ib 188 Ib Total Load 668 Ib 668 Ib Bearing Length 0.31 in 0.31 in BEAM DATA C n er Span Length 3 ft Unbraced Length -Top 1 67 ft Floor Duration Factor 1 00 Notch Depth 0.00 MATERIAL PROPERTIES #2 Douglas -Fir -Larch NOTES StruCalc Version 8.0 100.0 LOADING DIAGRAM 8/4/2010 4 44 43 PM page of. A "` I FLOOR LOADING Base Values Adjusted Bending Stress: Fb = 900 psi Fb' = 1168 psi 40 psf Cd=1 00 C1=1 00 CF= 1 30 Shear Stress: Fv = 180 psi Fv' = 180 psi 15 psf Cd=1 00 FTW = Modulus of Elasticity- E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity E_min= 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc -L = 625 psi Fc L = 625 psi Controlling Moment: 501 ft -Ib wL = 1 5 ft from left support Beam Total Dead Load: Created by combining all dead and live loads. Controlling Shear- 401 Ib 6 plf At a distance d from support. Total Maximum Load: wT = Created by combining all dead and live loads. Comparisons with required sections: R Provided Section Modulus. 5.15 in3 30.66 in3 Area (Shear): 3.34 int 25.38 int Moment of Inertia (deflection): 3.64 in4 111 15 in4 Moment: 501 ft -Ib 2983 ft -Ib Shear 401 lb 3045 lb NOTES StruCalc Version 8.0 100.0 LOADING DIAGRAM 8/4/2010 4 44 43 PM page of. A "` I FLOOR LOADING Side 1 Side 2 Floor Live Load FLL = 40 psf 40 psf Floor Dead Load FDL = 15 psf 15 psf Floor Tributary Width FTW = 6.3 ft 1 8 ft Wall Load WALL = 0 plf BEAM LOADING Beam Total Live Load: wL = 320 plf Beam Total Dead Load: wD = 120 plf Beam Self Weight: BSW = 6 plf Total Maximum Load: wT = 446 plf Pro'Mct. Location: Uniformly Loaded Floor Beam 4 Uniformly Loaded Floor Beam [2009 International Building Code(2005 NDS)] 3.5 IN x 7.25 IN x 5.25 FT #2 Douglas -Fir -Larch Dry Use Section Adequate By 94 4% Controlling Factor Moment DEFLECTIONS Center Live Load 0.03 IN U2049 Dead Load 0.01 in Total Load 0.04 IN U1472 Live Load Deflection Criteria: L/360 Total Load.Deflection Criteria. U240 REACTIONS A B Live Load 840 Ib 840 Ib Dead Load 329 Ib 329 Ib Total Load 1169 Ib 1169 Ib Bearing Length 0.53 in 0.53 in BEAM DATA C n er Span Length 5.25 ft Unbraced Length -Top 1 67 ft Floor Duration Factor 1 00 Notch Depth 0.00 MATERIAL PROPERTIES #2 Douglas -Fir -Larch NOTES 16R StruCalc Version 8.0.100.0 LOADING DIAGRAM 8/4/2010 4 45:1.7 PM page Z FLOOR LOADING, Base Values Adiusted Bending Stress: Fb = 900 psi Fb' = 1168 psi Side 1 Cd=1 00 C1=1 00 CF=130 Shear Stress: Fv = 180 psi Fv' = 180 psi 40 psf Cd=1 00 FDL = Modulus of Elasticity E = 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity E_min = 580 ksi E_min' = 580 ksi Comp. -L to Grain: Fc -L = 625 psi Fc 1 = 625 psi Controlling Moment: 1535 ft -Ib wL = 2.625 ft from left support Beam Total Dead Load: Created by combining all dead and live loads. 120 plf Controlling Shear- -912 Ib BSW = At a distance d from support. Total Maximum Load: Created by combining all dead and live loads. 446 plf Comparisons with required sections: Read Provided Section Modulus: 15.78 in3 30.66 in3 Area (Shear). 7.6 int 25.38 in2 Moment of Inertia (deflection): 19.53 in4 111 15 in4 Moment: 1535 ft -Ib 2983 ft -Ib Shear -912 lb 3045 lb NOTES 16R StruCalc Version 8.0.100.0 LOADING DIAGRAM 8/4/2010 4 45:1.7 PM page Z FLOOR LOADING, Side 1 Side 2 Floor Live Load FLL = 40 psf 40 psf Floor Dead Load FDL = 15 psf 15 psf Floor Tributary Width FTW = 6.3 ft 1.8 ft Wall Load WALL = 0 plf BEAM LOADING Beam Total Live Load: wL = 320 plf Beam Total Dead Load: wD = 120 plf Beam Self Weight: BSW = 6 plf Total Maximum Load: wT = 446 plf (8/12/2010) Linda Pangrle 2nd water meter installation From Roger Vess To, wrightwings@olypen.com Date: 6/16/2010 1 30 PM Subject: 2nd water meter installation CC: Dennis Edgington, Ernie Klimek John, I had the water department look at the possibility of installing the water meter off the 1" water line in the alley This line will not support another connection without causing flow and pressure issues with 3 connections The water meter will need to be installed off the 2" line off Caroline street and placed west of the existing meter In order for the meter to be installed you will need to move the bricks and rocks and trailer from the work area and onto your property it can not be stored in the City right of way After you have moved all the items to your property give me a call so I can schedule the water meter installation Thank you, Roger Pae 1 (6%15%2010)WLinda Pangrle 814 and 814.1%2 Caroline St� From Roger Vess To: Ernie Klimek Date: 6/14/2010 9 33 AM Subject: 814 and 814 1/2 Caroline St CC: Dennis Edgington, Linda Pangrle, Tracy Rooks I would like to stop using the yellow water cards and use E-mail instead Here is the first attempt. This currently vacant lot will possibly have 2 Single family residences with separate water meters The Owners name John W Right, 824 Caroline St, contact # is 452-8092 The first meter for a future SFR at 814 Caroline(Loc ID #159572) and will be used for now as an irrigation meter, no other services at this time The water meter setter was installed in 2005 at the south east corner of this lot and will require a 5/8" drop in meter The owner has paid for a Double check permit and will be inspected by Ron Becker All fee's have been paid, per Kent Myers, June 10th, 2010 The second meter will requested once the owner figures out where he wants it. Thank you, Roger INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH ELECTRICAL PERMIT - SERVICE ROUGH IN CITY OF PORT ANGELES 360-417-4735 Q Application Number 10 00000457 Date 5/10/10 Application pin number 178694 V1 Property Address 814 1/2 CAROLINE ST J ASSESSOR PARCEL NUMBER 06 30 00 5 1 3725 0000 Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 0 Application desc 200 amp service for future new home Owner Contractor WRIGHT JOHN W/CHRISTY EXTRA MILE TECH & ELECT LLC 824 CAROLINE ST 418 N RACE ST PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 8092 (360) 457 0198 1 r7 7 Permit ELECTRICAL NEW RESIDENTIAL Additional desc (� Permit pin number 165027 V Permit Fee 119 90 Plan Check Fee 00 Issue Date 5/10/10 Valuation 0 Expiration Date 11/06/10 Qty Unit Charge Per Extension 1 00 119 9000 ECH EL 0 200 SRV FEEDER 119 90 Fee summary Charged Paid Credited Due Permit Fee Total 119 90 119 90 00 00j� 1 Plan Check Total 00 00 00 00 �J Grand Total 119 90 119 90 00 00 r INSPECTION TYPE DATE RESULTS INSPECTOR. DITCH - /zqj1,D n SERVICE ROUGH IN FINAL COMMENTSlAmr i I T � U" Signature of owner or Electrical Contractor X Date MAY -09-2010 04 52 PM E JANSSEN 360 452 2982 P 02 dr o .f " t 10 LOQ .411 City of Poll Angeles Permit Application Building DlvislonlEltictrfcal Innpectlona 01 pUk i 1 JFK ELECTRICAL cy 321 East Fifth Street P.O.6ox 1150 !INSPECTIONS�(J City State:1- ZiF Phone Port. Angeles Washington, 98362 �F , Ph: (36014174735 Fax/; (360) 4174 >� eCnse i♦ / Exp -•- -- License # /Exp.jCxT't #Aj r S.T R(V nit fge fly $119.60 , T tgl (Olv Mulliolied by Unit Charnel SorvicelFeeder 200 Amp. J 1 8 2 Single Family towelling 15, t 204 60 Multi -Family or Commernal" _ � _ ServicelFeedar 401.800 amp $262.20 --Commercial Atdilion /Alteration I Remooe iarro, __• ServicelFeeder 601.1000 Amp — i V2.50 _,__ Plan Review May & Requlred�l ase Comph to F.Ier,In alpien Review Information Sheet ,lob Addi ass. _—_ $ �Z _.. G. mar /nit. Building '�-- Square Foolage: _.__ „_,� -•-- - { DescnpUon of abo4e Ur� a A( Owner Information Name:—'M �.!�--.•- t V Contractor Infoimaliurr NJriiB'vtf orK GM I✓l.tt..4'rCtCw) _��' Mailing A dress &2 W- ta..., ��, __.S f - - Mailin Address: City State:1- ZiF Phone '� �31t�_. City, r. State:. zro: ajfl,? & Z_ yrs!_-...� LFax: ---. Phone -jnaaa Fax. eCnse i♦ / Exp -•- -- License # /Exp.jCxT't #Aj r S.T R(V nit fge fly $119.60 , T tgl (Olv Mulliolied by Unit Charnel SorvicelFeeder 200 Amp. ,� S 145.50 _ ____. 5 .�,�_,. _ ServirolFnader 201-000 Amp t 204 60 _ � _ ServicelFeedar 401.800 amp $262.20 S __• ServicelFeeder 601.1000 Amp — i V2.50 _,__ ____ Service/Feeder over 1000 Amp S 26o —_ Branch Circuit W/ Service Feeder 5 '3.50 ____ S Branch Circuit W/0 Service Feeder 5 2.60 3 i _ F8ch Additional Branch Circuit S 42.70 s ,____ emp Service/ Feeder 200 Amp 5 1 10.30 _____ Temp Servleo/Pr ever 201.400 Amp S 148.7D _,—___ Temp Sorvice/Feeder 401.600 Amp. $167.00 _ .—Temp SetvirelFeeder 601-1000 Amp. S 95.90 _—_ ` _. �_ hOnal to Portal Hourly 5 8820 �_ _ _ SignlOuUrne Lighting S 13590 S _ Slgnal Circuit! Limited Energy — Commercial AddlliontA T 3 63.00 _ ; . Signal Circuit/ Limited Energy 1 8 2 Family Dwelling 3 63.90__ j ,__ Signal Cirryllt/ Limited Energy Multi -Family Dwrrlinq $119.90 _ _ ! .� 5 Manufaclured Home Connection S 102.30 _- S Renewable Electrical r_nergy 5KVA System or ese S 110.30_^. S _ __ First 1300 Square Ft. S ,15 20 _^ _ �__- Each Additional 500 Square rL Or Portion of S '3.50 S Foch Outbuilding or Detached Garage 5110.30 _ _ rach Swimming Pool or Hot Tub 4 % 00 7harmosla Owner as definod by RCW 19,28.261' (1) Owner wily occupy the structure rot two years after this electrical permit is finalize' I' :1vmer rs rrquU'ed ro hrrC aq r,ICttlleal contractor r,` above said propany is for sale, rent or lease. Permit expires after six months of last Inspection. After reading the above statement, I hereby certify that I ant the owner of the above named property or a licensed electrical contractor I am making the electrical installation or alleratlon in compliance with the electrical laws, N.F;.0 p.^,W Chapter 19.26, WAC. Chapter 298.468, The City of Port Angeles Municipal Code, and Utility Specifications. Signature of owner electrical contractor or etectri:al ariministrator f l Cash (,I c X Ua 11,• `�/�, /L7 17 Credit Cord s OP PORT,y„C 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 WATER METER CITY OF PORT ANGELES PUBLIC WORKS & UTILITIES 321 EAST 5TH STREET PORT ANGELES, WA 98362 10 00000597 Date 6/10/10 144143 814 1/2 CAROLINE ST 06 30 00 5 1 3725 0000 JOHN W/CHRISTY WRIGHT PUBLIC WORKS UTILITES RS7 RESDNTL SINGLE FAMILY 0 Owner Contractor JOHN W/CHRISTY WRIGHT MORRISON EXCAVATING INC 824 CAROLINE ST P O BOX 3051 PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452 8092 (360) 452 7179 Permit PUBLIC WORKS RES WATER SERV Additional desc PW W/M 1 SERV 5/8 MTR Permit pin number 167478 Permit Fee 715 00 Plan Check Fee 00 Issue Date 6/10/10 Valuation 0 Expiration Date 12/07/10 Qty Unit Charge Per Extension BASE FEE 715 00 Special Notes and Comments June 10 2010 10 40 57 AM 1pangrle PER KENT MYERS & SUE ROBERDS THE FEES AND PERMITS FOR THIS PERMIT ARE 2005 (NOT 2010) PRICES Other Fees PW WATER SYSTEM USE FEE 1025 00 Fee summary Charged Paid Credited Due Permit Fee Total 715 00 715 00 00 00 Plan Check Total 00 00 00 00 Other Fee Total 1025 00 1025 00 00 00 Grand Total 1740 00 1740 00 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 pMKMContract giveaoorized or cancel the provisions of any state or local law regulating construction or the performance of c 1112 Agent ate Signature of Owner (if owner is builder) Date ies\110215 [10/081 l J i 5 CD PERMIT INSPECTION RECORD CALL 417-4831 FOR UTILITY INSPECTIONS PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INA CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPEI DATE I ACCEPTED COMMENTS YES I NO PW UTILITIES (Engineering Division) WATERLINE / METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTTER DRIVEWAY APPROACH BACK-FLOW DEVICE 1 FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R.W !PW/ CONSTRUCTION R.W ENGINEERING 417-4831 PW / ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 I BUILDING T \Policies\1102 15 [10/08] CITY OF PORT ANGELES PERMIT APPLICATION Building Division/Electrical Inspections 321 East Fifth Street —P.O. Box 1150 / Port .Angeles Washington, 98362 Ph: (360) 4174735 Fax: (360) 41-74711 Date: 10 / Z_/ 1-3 _Z1 & 2 Single Family Dwelling E OCTtoff2013 RECTRICAL INSPECTIONg * Plan Review Me Be Reored, Please Complete Electrical Plan Review information Sheet -j- Job Address: j,- Building square Footage: Description of above Owner Information same � L Contract ri formatil;p Name. Mailing A ss: Oe 1"` l -.9-8d. zip: 41 ZT/— .2 Mailing Address: q1® 8ww zip-, 90_42__ ROW Fax: Dhow VC7— 62,22,—Fax: EXp._AkX_TA1X,+J11 I— Ucertse#1Exp___ License I Item Unit chame Jotal(W Multi olled! by Unit Chame) SeivicelFeeder 200 Amp, $ '12100 $ Sarvice)Feader 201-400 Amp. $14100 $ ServiceTeeder 401AOO Amp $ 205.00 $ Service/Feeder 601-1000 Amp. $ 262,00 $ Seivimfeedor over 1000 Amp, $373.00 $ branch Circuit W/ Service Feeder $ 6,00 Manch Circuit VVIO Service Feeder $ 8100 *1; Additional Branch Circuit $ SM granch Circuits 1-4 $ 7540 $ Tamp. ServIcel Feedar 200 Amp. $ 93.00 $ Temp. Service)reeder 201400 Amp. $110,00 Tamp. ServicelFeedor 401-600 Amp. $149,00 Temp. ServloafFeeder 801-1000 Amp Partall to Portal Hourly $168.00 $W00 $ $ Sk nat Circult/ Limited Energy -1 & 2 Family Cwelling $ 61'00 Manufactured Home Connection $120.00 Renewabie Electrical Energy - 5KVA System or Less $102.00 The Istat $ 56.00 $ Note: $5.00 for each additional T-Stat NEW CONSTRUCTION ONLY, First 13W Square Ft. $ M.00 Each Additional 600 Square Ft. or Portion of 40.00 Each Outbuilding or Detached Garage 74,00 04D Eadi Swimming Foci or Hot Tub '10.00 Tctal Owner as defined by RCW. 19.28,26 1: (1) Owner Wit occupy the atructure for two years after this electrical permit is finalized. (R) Owner is required to hire an electrical contractor if above sold 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, RE.C., RCK Chapter 19,28, W, _Chapter_M46E1'Tb.Q�atyof Port Angeles Municipal Code, and Utility Specjflcationr and PAMC 14,05.050 regarding Electrical T iicaflons. �= L') - Signature of owner, elortricall contractor or ellecWcall adrninistrator. Cash 0 Chem —s,> W 1 6--- 01��113 A td. / "f CAA "-ko 1 7A&o. ELECTRICAL INSPECTION lo,ffil WIRING REPORT 417-4735 GATE: RERNII7 4 INSPECTOR '6WNEA CONTRAC rOk ADDRESS --�j APPROVED NOT APPROVED 0 .................... DITCH ......... .......... 0 El ................ ROUGH IN/COVER .............. .0 ........... ........ SERVICE ........... ........ k .................... . FINAL .................... 11 CORHEarjONS NEEDED: —f-Z--- o412P e--3 m AAfg"_- - I W461— tjW—V I (sk 4ADLI 4a, s���rr�.� __ ate. NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS - DO NOT REMOVE - ELECTRICAL PERMIT CITY OF PORT ANGELES 360-417-4735 Application Number 13-00001139 Date 10/04/13 Application pin number , . . 777917 Property Address . , , 1 814 1/2 CAROLINE ST ASSESSOR PARCEL NUMBER: 06 -30 -00 -5 -1 -3725 -0000 - Application type description ELECTRICAL ONLY Subdivision Name , , • , . . Property Use Property Zoning . , , . , RS7 RESDNTL SINGLE FAMILY Application valuation . . , , 0 ---------------------------------------------------------------------------- Application desc New home 1440 sgft ---------------------------------------------------------------------------- Owner Contractor JOHN W AND CHRISTY WRIGHT EXTRA MILE TECH & ELECT., LLC 824 CAROLINE ST 418 N• RACE ST, PORT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 452-8092 (360) 457-0198 ---------------------------------------------------------------------------- Permit , . . . , , ELECTRICAL NEW RESIDENTIAL Additional desc . , Permit Fee 160.00 Plan Check Fee .00 Issue Date 10/04/13 Valuation . . . • 0 Expiration Date 4/02/14 Qty Unit Charge Per Extension 1.04 120,0000 ECH EL-R-SQVT FIRST 1300 120.00 1100 40,0000 ECH EL-R-SQFT ADDITIONAL 500 40.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due Permit Fee Total 160.00 160.00 .00 .00 Plan Check Total .00 .00 .00 ,00 Grand Total 160.00 160.00 .00 .00 0 0 - 7 q7 INSPECTION TYPE DI'T'CH C SERVICE ROUGH -IN FINAL COMMENTS: 3 `f 7 � . tuxe6 *r -- DATE: RESULTS: it j5_113 ) 11-4-13 AP Z )VO14 PERMIT WILL EXPIRE SDC (6) MONTI4S FROM LAST INSPECTION REPORT SALES TAX on your excise tax form to the City of Port Angeles (Location Code 0502) INSPECTOR: Signature of owner or Electrical Contractor X Date: GIEXCHANGF_\13UILDING