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Home My WebLink About1226 Craig Ave - BuildingD t Application Number 08 00001217 Date 10/06/08 Application pin number 232191 Property Address 1226 CRAIG AVE ASSESSOR PARCEL NUMBER 06 30 14 5 3 0300 0000 Tenant nbr name ROD STEVE JOHNSON Application type descrirtion COMM REMODEL Subdivision Name Property Use Property Zoning RESIDENTIAL HIGH DENSITY Application valuation 8000 Application desc COVERING EXISTING DECKS Owner Construction Type Occupancy Type 6 00 Other Fees Fee summary Permit Fee Total Plan Check Total Other Fee Total Grand Total CITY OF PORT ANGELES DEPALTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 STEVE M JOHNSON TTE RODERICK H JOHNSON JR TBS 1512 W 5TH ST PORT ANGELES WA 198363 (360) 452 3423 Contractor OWNER Structure Information 000 000 TYPE I FIRE RESISTIVE ZZHOTELS APARTMENTS Permit BUILDING PERMIT COMMERCIAL Additional desc ADD ROOFS TO EXISTING DECKS Permit pin number 13186 Permit Fee 179 75 Plan Check Fee 116 84 Issue Date 10/06/08 Valuation 8000 Expiration Date 4/04/09 Qty Unit Charge Per BASE FEE 14 0000 THOU BL -2001 25K (14 PER K) Extension 95 75 84 00 STATE SURCHARGE 4 50 Charged Paid Credited Due 179 75 179 75 00 00 116 84 116 84 00 00 4 50 4 50 00 00 :01 09 301 09 00 00 Separate Permits are required for electrical work, SEPA, Shoreline ESA, utilities private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work has commenced or if required inspections have not been requested within 180 days from the last inspection I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to vio ate or cancel the provisions of any state or local law regulating co uction the performance of construction 51. 4 v� GLu -Su.c— Print Name Signature of Contractor or Authorized Agent T Forms /Building Division/Building Permit Signa ure of Owner Of owner is builder) Electrical 417 -4735 Construction R W PW Engineering 417 -4807 Inspection Type 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 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 Fire Planning Building RESIDENTIAL T:Forms /Building Division /Building Permit BUILDING PERMIT INSPECTION RECORD PLEASE PROVIDE A MINIMUM 24 -HOUR NOTICE FOR INSPECTIONS Building Inspections 417 4815 Public Works Utilities 417 4807 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. 417 -4653 417 -4750 I 417 -4815 1 Date DATE 1 Accepted By Electrical Inspections 417 4735 Backflow Prevention Inspections 417 4886 IFINAL Date: Accepted by FINAL Date: Accepted by SEPA. ESA. SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/ USE Accepted By Commercial Date Accepted By I Electrical 1 Construction R.W PW Engineering Fire 'Planning 1 Building Comments MICIPAID BUILDING PERMIT APPLICATION Print in ink CITY OF PORT ANGELES Attri Building Permit Technician 321 E. Fifth St. Port Angeles, WA 98362 k (36 417 -4815 fax (360) 417 -4711 Applicant or Agent ;}.C., wSov_ Phony Property Owner e ,e,�,, 3-j a Phone Property Owner's Address /S /Z to S' Pad 4- L &){r- Contractor /Engineer 1 a r ria- r14 JL,2, „L,`i1._Phone Contractor /Engineer's Address License Expires E -mail PROJECT ADDRESS f2Z 6 C A Parcel Number e& 36 /z/ -5- 3 Proiect Tvoe Brief Description. Check all that apply New Construction Addition —'Remodel Repair Re -roof Demolition Heat System Other Floor Areas Basement 1 Floor 2nd Floor 3 Floor Garage Carport Covered Porch Deck Shed Other Total footprint of structures Heat pump wood burning stove gas fireplace pellet stove other Existing (sq. ft.) Residential Commercial gIMulti- family C 42 Posed (sq. ft.) —P" S �V (51<d 3 so ft. Lot size Max. height of proposed structures ft. Occupancy group Will a lawn sprinkler system be installed? Occupant load Will a fire sprinkler system be it stalled? Construction type Lot TOTAL VALUATION For City Use Only Date Received 0 43 Permit c2 /7 Date Approved 67'b 13 17 4 42_ b f, Zoning per sq. ft. of bedrooms of full baths of half baths Industrial sq. ft, Lot coverage 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 obtai. rmiprior to working on projects. Date /2->" /may Print Name (J I ws Signature 7 1 r 1 —Campbell Ave 1 '49 e."?0 ei (3 03 Roof Beamf 2000 International Building Code (97 NDS) 1 Ver• 6.00 7 By Charles Smith Lindberg Smith on: 09 -22 2008. 1:58 31 PM Project: JOHNSON Location: ROOF 1 Summary 3.5 IN x 5.5 IN x 4 75 FT #2 Douglas Fir -Larch (North) Dry Use Section Adequate By: 83 6% Controlling Factor Section Modulus Depth Required 4 06 In Deflections: Dead Load. DLD= 0 02 IN Live Load: LLD= 0 04 IN U1546 Total Load TLD= 0.05 IN L/1073 Reactions (Each End) Live Load: LL -Rxn= 594 LB Dead Load: DL -Rxn= 261 LB Total Load: TL -Rxn= 855 LB Bearing Length Reqi fired (Beam only support capacity not checked): BL= 0.39 IN Beam Data: Span: L= 4 75 FT Maximum Unbraced Span. Lu= 2.0 FT Pitch Of Roof: RP= 4 12 Live Load Deflect. Criteria. U 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load -Side The. LL1= 25 0 PSF Roof Dead Load Sid One: DL1= 10 0 PSF Tributary Width -Side One: TW1= 2.0 FT Roof Live Load -Side Two LL2= 25 0 PSF Roof Dead Load -Side Two: DL2= 10 0 PSF Tributary Width -Side Two TW2= 8 0 FT Roof Duration Factor Cd= 1 15 Beam Self Weight: BSW= 5 PLF Slope /Pitch Adjusted Lengths and Loads. Adjusted Beam Length. Ladj= 4 75 FT Beam Uniform Live Load: wL= 250 PLF Beam Uniform Dead Load: wD_adj= 110 PLF Total Uniform Load wT= 360 PLF Properties For #2 Douglas Fi -Larch (North) Bending Stress: Fb= 850 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension) Fb'= 1268 PSI Adjustment Factors: Cd =1 15 CI =1 00 Cf =1.30 Fv' Fv'= 109 PSI Adjustment Factors. Cd =1 15 Design Requirements: Controlling Moment: M= 1016 FT -LB 2.375 ft from let: support Critical moment created by combining all dead and live loads. Controlling Shear At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sactions: Section Modulus (Mo nent) Area (Shear) Moment of Inertia (De flection) V= 701 LB Sreq= 9 61 N3 S= 17.65 N3 Areq= 9 63 N2 A= 19.25 N2 Ireq= 814 N4 I= 48 53 N4 Roof BeamF 2000 International Building Code (97 NDS) 1 Ver 6.00 7 By Charles Smith Lindberg Smith on. 09 -22 2008 1 57:58 PM Location. WINDOW HEADER Summary 3.5 IN x 9.25 IN x 54 FT #2 Douglas Fir -Larch (North) Dry Use Section Adequate By 12.4% Controlling Factor Area Depth Required 8.23 In Deflections: Dead Load: Live Load Total Load: Reactions (Each End): Live Load Dead Load Total Load: Bearing Length Required (Beam only Beam Data. Span: Maximum Unbraced Span Project: JOHNSON support capacity not checked) Pitch Of Roof Live Load Deflect. C Total Load Deflect. Criteria: Roof Loading: Roof Live Load -Side One: Roof Dead Load -Sida One: Tributary Width -Side One. Roof Live Load -Side Two: Roof Dead Load -Side Two Tributary Width -Side Two: Roof Duration Factor Beam Self Weight: Slope /Pitch Adjusted Lengths and Loads: Adjusted Beam Length. Beam Uniform Live [Load: Beam Uniform Dead Load: Total Uniform Load: Properties For #2 Douglas Fir -Larch (North) Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicula to Grain. Adjusted Properties Fb' (Tension) Adjustment Fa ;tors: Cd =1 15 CI =1 00 Cf =1.20 Fv' Adjustment Factors Cd =1 15 Design Requirements: Controlling Moment: 2.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear At a distance d from support. Critical shear c by combining all dead and live loads. Comparisons With Required Sections. Section Modulus (Moment) Area (Shear): Moment of Inertia (D :flection)• DLD= 0 01 IN LLD= 0 03 IN U1882 TLD= 0.05 IN U1315 LL -Rxn= 2094 LB DL -Rxn= 902 LB TL -Rxn= 2996 LB BL= 1.37 IN L= 5 0 FT Lu= 2.0 FT RP= 4 12 L/ 240 U 180 LL1= 25 0 PSF DL1= 10 0 PSF TW1= 7.5 FT LL2= 25 0 PSF DL2= 10 0 PSF TW2= 26 0 FT Cd= 1 15 BSW= 8 PLF Ladi= 5 0 FT wL= 838 PLF wD_adi= 361 PLF wT= 1198 PLF Fb= 850 PSI Fv= 95 PSI E= 1600000 PSI Fc_perp= 625 PSI Fb'= 1169 PSI Fv'= 109 PSI M= 3745 FT -LB V= 2097 LB Sreq= 38 44 N3 S= 49.91 N3 Areq= 28.80 N2 A= 32.38 N2 Ireq= 3160 N4 1= 230.84 N4 Multi- Loaded Beamf 2000 International Building Code (97 NDS) 1 Ver 6 00 7 By Charles Smith Lindberg Smith on: 09 -22 2008 1.55:22 PM Project: JOHNSON Location: CHECK BEARING AT WALL Summary 3.5 IN x 3.5 IN x 1.3' FT #2 Douglas Fir -Larch (North) Dry Use Section Adequate By 57 1% Controlling Factor Area Depth Required Center Span Deflections: Dead Load: Live Load: Total Load Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load Bearing Length Reqiiired (Beam only support capacity not checked) Center Span Right End Reactions (Support B) Live Load: Dead Load. Total Load: Bearing Length Required (Beam only support capacity not checked) Beam Data: Center Span Length Center Span Unbraced Length -Top of Beam. Center Span Unbraced Length -Bottom of Beam. Live Load Duration Factor Live Load Deflect. Criteria. Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load Point Load 1 Live Load: Dead Load: Location (From left e id of span) Properties For #2 Douglas Fl r -Larch (North) Bending Stress: Shear Stress: Modulus of Elasticity Stress Perpendicular to Grain. Adjusted Properties Fb' (Tension): Adjustment Factors. Cd =1 00 CI =1.00 Cf =1.50 Fv' Adjustment Factors Cd =1 00 Design Requirements. Controlling Moment: 0 665 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live Controlling Shear At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead Toads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Mc'ment) Area (Shear) Moment of Inertia (Deflection) 2.28 In DLD- Center= LLD Center= TLD- Center= LL- Rxn -A= DL- Rxn -A= TL- Rxn -A= BL -A= LL- Rxn -B= DL- Rxn -B= TL- Rxn -B= BL -B= L2= Lu2 Top= Lu2- Bottom= Cd= L/ L/ loads on span(s) 2 wL 2= wD-2= BSW= wT -2= PL1 2= PD1 2= X1 2= Fb= Fv= E= Fcperp= Fb'= Fv'= M= V= Sreq= S= Areq= A= Ireq= I= 0 00 IN 000 IN =U6350 0 00 IN U3847 295 LB 193 LB 487 LB 0.22 IN 299 LB 195 LB 495 LB 0.23 IN 1.33 FT 0 67 FT 1.33 FT 1 00 360 240 0 PLF 0 PLF 3 PLF 3 PLF 594 LB 384 LB 0 67 FT 850 PSI 95 PSI 1600000 PSI 625 PSI 1274 PSI 95 PSI 323 FT -LB 494 LB 3.05 7 15 7.80 12.25 0 78 12.51 N3 N3 N2 N2 N4 N4 c 1 kan lj l -"...... ere. FEE R .GEIPT NUMBER----;- _\ T4TAL F~Ev':~ ) /'\ .~\ I ~ Site Add ess .., ~ '~ "" \:J ~ ~ . e ! CITY OF PORT ANGELES DEPARTMENT OF LIGHT APPLICATION AND ELECTRICAL PERMIT A Oof)o ~h PERMIT NUMBER t.> ,", ....", " "} b't ~ ,',' ~~Mf.~Cr . '"",..~ . ,! _ J :' .~:} ,"~' ~e"~ ...l.........r." CONT. Lie. NO. TIMETO COMPLETE NO. STOAIES ,< ," "}';. f,' eS".:) LEGAL OCCUPANCY ELECTRICAL PERMIT ONLY NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT J Zz, ~ C--rtA-r ({.,Pn/ /:lNtJl! A-Pr, .#:- I fo CORRECT ADDRESS IS RESPONSIBILITY OF APPLICANT PERMITS WITH WRONG ADDRESSES ARE CANCELLED . Owner ..";rs Installation By t9t..-f""f;c- ~i.cc-7"YI~ Owner'srddress """ t 'J V Installers Address S'el ~. t-livcal-N Day Pho e tJl"CJ Lt/ J.4:,..lT'~", ~~",-,"WcL-<lnstallers Phone k/<;;' 7 - S3. D ~ Applicat on is hereby made for Permit to install Electrical Equipment as follows, ;2,(; ~ Ff'.S l~rJ !-B'OS IE J?f+;.Je/.. 'mWN'n"U, -- I~o /'f-.~ ~ ~c7' a /l"~ ul~kr~t'~_ / / ~ -;p/ ~,...,L Wiring Method ~~<J(~" USEIOF CIACUIT LIGHT I LIGHT I CONV NIENCE AMP PEA CIA 240V 100R 30 AMP PEA CIA 240V 100A 30 NUMBER CIRCUITS 120V 10 NUMBER CIRCUITS 120V 10 FEE USE OF CIRCUIT FEE SIGN 50 VOL T5 OR LESS MOTOR CONY NlENCE MOTOR APPLI NeE D'SHWI6"SHEA D1spol;AL ~~ OVEN WATE~ HEATER LAUNI AY DRYER FUAN.A1CE GAS-(jlIL FURNpjCE ELECTIHC ELECTjllC HEAT ELEcTjHe HEAT A.C. U+T FEEOEi~ sERvlqe- MOTOR FIRE ALARMS . BUAGLAA ALAAM MISC, REINSTALLATION LIGHT FIXTURE # SUB TOTAL FEE ENERGY FEE BASIC FEE TOTAL FEE 119 e- SIZE OF SERVICE SWITCH OR CIRCUIT BREAKER AMP SIZE OF SERVICE ENTRANCE CONDUCTORS PHASE , 1//".;:;. A.W.G. I SUB-TOTAL SIZE OF GROUND SIZE OF ENTRANCE SWITCH I certify that the work to be performed under this permit will be done by the installer and in conformance with the N.E.C. Electrical Code. Date APr'lcatlon made / IJ -/'7 - 2> 1-( ,19 8> ~I BY.,' 0-& ,-ttJ '7\) e.-K ~ Ie. . . - CONTRACTOR OR OWNER (OR AUTHORIZED AGENT) Perfllission is h.ereby given .10 do the above described work, according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinances of the City of Port Angeles. DIRECTOR OF CITY LIGHT ~~1f! Date Pe mit Issued I WA~NING PERMIT PLACARD MUST BE KEPT POSTED ON THE WORK - SEE OVER _ WHITE - Original CANARY - Duplicate PINK - TrIplicate WHITE CARD -Inspector's Report OLYMPIC :>RINTERS,INC. DATE OF VISIT .. MADE BY REMARKS /0 - K:W A1JID ILJ) I . ... YY\ ,. . - ~~f~ ./ I 0 .. 0 .0 O' ... -_..- ...-.--- ... .. "..~::- ".~ " - ..... O.K. FOR COVERING I(~ ICf-fl{- tU:jTl CIlMf!P).l O.K. TO CONNECT SERVICE a -I?:'i'~-' .. );iliff' FINAL O.K. .'.. .. : ~ .:. ~. ~ . '......".. ... -.-. 0 ~' ., .; ~ . l.\!:;j'tr.' :'!,ro , .. ".' . '. .. . '. -', j .~ -AIJ'~- -. REPORT OF INSPECTOR '~, z Cl a: < ::E !a :J: I- Z . l- e z e c e --. . ......-. ", SUPPLEMENTAL CaRRE:) REPORT :TIOJ CITY OF PORT ANGElES 140 WEST FRONT S1.. POBOX 1150 PORT ANGELES. WASHI:<GTO" 9H36~1 H'~ ~ I J Th. correctionl1listed below are hereby ord~r.d ond must be (<,)mpleted within 15 days. R.f.r to Notional Electrical Code ond Stohl Rules lor Stllndards. Ilocotion ofl Premises Wiring b I NOTE] THIS FORM SHALL BE SIGNED AND RETURNED FOR REINSPECTlON. REMA.U<S, I cZJi....-;;,,,,_ -,f/ " .' / _~+ U~~~', I ~ ---1(~~_, '-, I I I I I I I I I I I I I I I I CORRECTIONS COMPLETED. b,'. ate f1' /;6l:fJ ,"'" / {I - F (/ iii'" .' C[}, ':i............l ,jld~;o_ ~"" r" V...-7 . . Ilab~:J'~ ~.r~ ~. ,;7 <.. v' 1A..::.~r p re, / 2- /' --C:-<~~7'.7 - ~"- " . / . -- zKo '~J.c~ Whif-.Job eano,.,.......ANI. Chi.' Pink--1nap. File -----------------------_._--~.---.~ ..- .,-... '''''''' phu!;;/"'"Jj ;&:;:j;k:':~ I. . . 4 ~, .. CITY OF PORT ANGELES CITY LIGHT ELECTRICAL INSPECTION DIVISION /.::> A , ~/21.~/~A~ ,_~,\\\:(~' ~ I;:;:jt;!'!;;';';"'l A ~\ v ,'" \ \'~~~ PORT ANGELES H;i\CL~ COUNTY, WA ","", """"""""""""""""""""""""'" '(~Y\2'-?\>""""""'" "" ",""','" ,\,..--. \ \...,' OJ NOT APPROVED FOR COVER' KNOT APP~<;(~t~~S~ICE ~REASON ~~tt.I'.A~t~~~,~~ 1----:, (r', \ ,~ , , ~,~W~ 4~ Inspector/' ~ ............................... """"'~~-:<'-rsY 000 ROUGH-IN WIRING REPORT FOR OWNER OR CONTRACTOR "" ' .- " . . . CITt OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT NI! 17039 Port Angeles, washlngton______._.z=_..d__~.~...___..___u___...___....., 191..2 In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mi~sion is hereby granted to do electrical work as listed below. AdlIress u.~J.u~.n.f_____~~.;<?~~.___u___..u OccupancYmul.1.-R"':~:__""h""____"________' ~:~::~'~:~:~~:::;~~:4;Jf.::::~~:~~~~~~:~~~;~:::::::::::::'.:'.~::::::::::=::::::::::::::::=::::::::::::::::::::: LIltbt outlets...._.........._..(_9.___.._..... Service, volts ......______.............__._.......... Type at Wiring: ne~eptacle O]J.iletS.n..~n.~n...n...n... No. wh'es nn.....mm.n.nnnn.m.m..n Armored Cable ......00......00.00......00.-- .. ,j 51 I Non.Metallic _m..._h___m................. Dr)j;:r, KW..n..n............_n_...._......._...._ ze w resn._..............................._.. RaI:~e, KW _.__y:~__............____......__ Main fuse .........._............................ #"r/ ..JYy W::;ter Heater: .;1 't ,r KWnmnt!nmnmmnnnnnnhh Heel: KW...l.yc5.jr;,r..~.......h Enclosure ........n......h..................... Type of wiring: Entrance Cable .___..mm.mm Motors: siz~, volts and phase: ;J. ~',Y I..r!::'i~:ft..hn.hn.mnn...n.......n ;i <6 )f .lm~..h._hhmmh......h...... Rigid Conduit ..__mmm..._ curr:f:::~::s:::::e~~;m.....nh~.~<;: No. & Size....................................... Ser. No............____.............................. Ser. No._....._.________.___.._...__..___............ Ser. No. __........._____............................. Knob & Tube................._.._......_..... RIgid Conduit hh.h........h........._... Metallic Tubing ..mm._.m__........... Raceway ......._.._.....____..._........._..._ Circuits, Llgh!..n.;;?"'n.__hh.h......__...____ Utility --...,-fJ......-------......--...--mn Ileat ....____.___..........................._...... .l. Range .......~..........__.__.._.._n........... ~ Water Heater .......................__._____ Motor .__........__..____.._........__._........... D 'ye' m .__.h.____.f2::.______....________......__ 'j.Fumac~. -:.wt:::..:::;~,::...,,;;c,c:,;.V..n.-- .--.~--..~ ., . Total :.........__.... ..QQ.......__. Total Load...mnnn--.--.----------..t:! . 8e'. No. .m.________..._______________nmm____ ;;;~':f'~f1~~a=-ii::,::~;=;~:::=---= PeJ1D1it_Fee / Treas. Receipt ~~'#: . // # $.u.n.(..~u~.______u.u.n. NO..___________m............. By "u___.L...LuL.m,;-'!..@...i..iZ.C.:1.4;2Lof:'.dP'-' ~bTICE-Current must not be turned on until Certificate of Inspection has been Issued. It work is to be con. cealcild'"due notice must be given the Inspector so that work may be Inspected betore concealment. '" NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION '~...::...- ELECTRICAL PERMIT N? 17039 Address .............____....................._..._...__..................._..._____.._..___.........................__...._.___ ............... Date..._......_.._.._.._.........._....___.__.___....____ I I Own~r ___.............__________nh..__.__........._......___...._.._h..................___0000.........................___.... Tenant..........h._____________u._..__...................___.....__...._ Wjrl~gContractor................-------....._.......___......_.___.._......_...........................____..___u__..................._.By............._........._....__.____........_.................. \ ~OTICE-Current must not be turned on until Certificate ot Inspection has been issued. It work Is to be con- cealqd due notice must be given the Inspector so that work may be inspected betore concealment. 1M Olympic Pnnters. Inc.