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Home My WebLink About1416 E Front St - Building (i''''''~ .'~ ~D!I "'~,. CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .l21 EAST 5TH STREET. PORT ANGELES. WA 9R:l62 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property zoning . . . Application valuation 04-00000905 Date .582810 1416 E FRONT ST 06-30-99-1-0-1060-0000- COMM NEW CONST 12/28/04 COMMERCIAL ARTERIAL 180000 Owner Contractor CHAMBERLIN FRANK L 4005 STILL RD PORT ANGELES WA 98362 MOORE CONSTRUCTION 1385 E. ELLIOTT CREEK RD. PORT ANGELES WA 98362 (360) 457-8890 4280 SF AUTO REPAIR SHOP TYPE V NON-RATED LOW HAZ- STORAGE TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 27.40 Structure Information Construction Type Occupancy Type Other struct info V-N 1. 00 1. 00 14000.00 3840.00 3840.00 1. 00 '-.... ~ ~ Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL TEMPORARY 60 AMP SIMPSON ELECTRIC 42.20 12/28/04 6/27/05 SERVICE Plan Check Fee Valuation .00 o "" Qty 1. 00 Unit Charge Per 42.2000 ECH EL-TEMP SRV - 0-60 SRV FDR Extension 42.20 ~ ~ { i Special Notes and Comments The site has been redesigned to observe the required 15' alley setback. Lot coverage is good at 26%. No land use issues are noted. Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. A 15-foot building setback is required off the alley which is not identified on the plan. The setback must be observed in t~e CA zone. Otherwise, no land use issues are noted. Lot coverage is good. Public works electrical engineering has no requirements for this plan review. Electrical load c~lculations and elctrical permits are required. Any modifications to the City'S electrical facilities will be at the customer's expense. LA. ". . ( Other Fees STATE SURCHARGE 4.50 COMMENTS! ACTION NEEDED '(I '" r..'" CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION l21 EAST 5TH STREET. PORT ANGELES. WA 9R:l62 Application Number pin number 04-00000905 .582810 Page 2 Date 12/28/04 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 42.20 42.20 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 46.70 46.70 .00 .00 COMMENTS! ACTION NEEDED ELEcrRICAL PERMIT INSPECf,lON RECORD 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 IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO ..-;-' 71/41/-) ,':~w'Z GENERAL COMMENTS: PW.II02.lS [41961 :f\o'ORT~ , ~.J..O~ U~~ "---~ ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 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 04-00000905 Date .582810 1416 E FRONT ST 06-30-99-1-0-1060-0000- COMM NEW CONST 11/05/04 COMMERCIAL ARTERIAL 180000 Owner Contractor CHAMBERLIN FRANK L 4005 STILL RD PORT ANGELES WA 98362 MOORE CONSTRUCTION 1385 E. ELLIOTT CREEK RD. PORT ANGELES WA 98362 (360) 457-8890 4280 SF AUTO REPAIR SHOP TYPE V NON-RATED LOW HAZ STORAGE TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 27.40 Structure Information Construction Type Occupancy Type Other struct info V-N 1. 00 1. 00 14000.00 3840.00 3840.00 1. 00 /j~/ !/ /Q /1. S' 61.50 Plan Check Fee 11/05/04 Valuation 5/05/05 .00 o /---- /ZJ -... ....:z:. --- ~ ------------------------------------------------------------- Permit . . . . Additional desc Permit Fee Issue Date Expiration Date MECHANICAL PERMIT ~ Qty Unit Charge Per Extension 47.00 14.50 .,,"\\ - d z ~ ),..... r''''''''-/.' BASE FEE 2.00 7.2500 ECH ME-VENT FAN Permit PLUMBING PERMIT Additional desc Permit Fee 111.00 Plan Check Fee .00 Issue Date 11/05/04 Valuation 0 Expiration Date 5/05/05 Qty Unit Charge Per Extension BASE FEE 47.00 5.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 35.00 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1. 00 15.0000 ECH PL- EA. BLDG SEWER 15.00 1. 00 7.0000 ECH PL- EA.WATER HEATER 7.00 ~ -I --------------------------------------------- Permit Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT - COMMERCIAL 1465.25 11/05/04 5/05/05 Plan Check Fee Valuation 952.41 180000 Qty Unit Charge Per Extension 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. -f ..~~~.-u{,z t Lf.d1 A 111(: v" S (J (f Signature of Contractor or Authorized Agent / Date Signature of Owner (if owner is builder) Date T:\PLANNINGIFORMSlI102.15 [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 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 YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN PLUMBING UNDER FLOOR / SLAB ROUGH-IN V(f- TER LINE (METER TO BLDG) diAs LINE BACK FLOW / WATER AIRlsEAL WALLS CEILING I FRAMING JOISTS / GIRDERS SHEAR W ALUHOLD DOWNS WALLS / ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE / PELLET / CHIMNEY HOOD / DUCTS PW UTILITIES / SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE / METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKING/LIGHTlNG 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. / PW / CONSTRUCTION. R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNINGIFORMS\1102.15 [11/14/2003] Of pORT ~ /~~ hiii "---~ ~ ~IC~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number . . . . 04-00000905 .582810 Page 2 Date 11/05/04 Qty Unit Charge Per 80.00 BASE FEE 5.6000 THOU BL-100,001-500K (5.60 PER K) Extension 1017.25 448.00 Special Notes and Comments The site has been redesigned to observe the required 15' alley setback. Lot coverage is good at 26%. No land use issues are noted. Building address sign shall not be less than 6" & not more than 12" in height. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. A 15-foot building setback is required off the alley which is not identified on the plan. The setback must be observed in the CA zone. Otherwise, no land use issues are noted. Lot coverage is good. ~ Public works electrical engineering has no requirements for I this plan review. Electrical load calculations and elctrical permits are required. I Any modifications to the City's electrical facilities will be at the customer's expense. ------------------------------------------------------ Other Fees STATE SURCHARGE 4.50 Fee sununary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 1637.75 1637.75 .00 .00 Plan Check Total 952.41 952.41 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 2594.66 2594.66 .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 co nstruction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\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 UNLA WFUL TO COVER, INSULA TE 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 NO FOUNDATION: P' (') Sr;CV Iv...W") ~J.--."'--:r i '}- -'~ --C --I j, FOOTINGS WALLS FOUNDATION DRAINAGE/DOWN SPOUTS ELECTRICAL (LIGHT DEPn SEPARATE PERMIT: # ROUGH-IN I I PLUMBING p\l,Ambi'n5 FitJal .5'-4 -() s- .jLL l~ P UNDER FLOOR 1 SLAB ;-;':-1-05- .,Ls.. . ROUGH-IN Ii\. -tl -,) c . .. L WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS 11-t.,-Oj- .I . t... I CEILING r I I FRAMING JOISTS 1 GIRDERS SHEAR WALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING I.!). ~ I ,5"" -V s- J 1.- DRYW ALL (INTERIOR BRACED PANEL ONL Y) T-BAR INSULATION SLAB I WALL 1 FLOOR 1 CEILING 1ll._i\"2-.c' J.l... I MECHANICAL ....YEc HANiCAi FiNAL- 5-4 -C5 JL/... riP HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE 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, - jLL BUILDING 417-4815 - ""- BUILDING ",5-i-J -c 5" T:\PLANNING\FORMS\1 102.15 [11/14/2003] '0 '0 '0 o-,l 'tl ;;;~il8~ n'O t-< t-< t-< >< ~ H:O '" tv H '0 'O:OZZO o-,lt>j '" , t-<nt>jo-,l:O ><'0 Ul H t'l:o:ot'l ;I> 0 0 0 0 o-,l Zt-< ;l>Ul 0:0 H H H ~. nUl "1t'l o-,l 0 'tl tJj 0 '0 l:" t'l. :0' 0 n:o :0 :OUl ir HH Ot'l o-,l' '" " 3:0 0 000 tvH 'OqO oon3:1-' ~.:: "'0000 0'" t-<t'l0 .t:>oO'l::t:ooJ:>. 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From: To: Date: Subject: Trenia Funston Tim Smith 10/21/049:54AM Frank Chamberlin construction @ 1416 E Front Street Per our pervious conversation in order to serve water to the above reference project a water line extension would be required. It has been estimated that an extension of the water line would be approximately $4000.00. Connection would be in the First / Front alley east of Ennis Street. You indicated that Economic Development would contribute approximately $1000.00 toward the water line extension. Mr. Chamberlin has applied for a building permit, which is presently under review. The building permit number is 04-905. The account number in which Economic Development would direct the funding into would be Building permit # 04-905 402-7380-3434025. I will notify you as to when the permit is ready to be issued, so the transfer of the funds will be applied to the permit. Trenia cc: Roger Vess - ..1::: ~ ~ ~, " '"") o ..,. ...;;. -+ IIirl1~rTl.ilh:~...f.r~~k.9h~iT1~~di6:"~9ri~(r.~~fi9'6@..1:4j$....g..Ef96I~!~~~f.......... PU,:. :: .::........... .............U..............................page)I From: To: Date: Subject: Trenia Funston Tim Smith 10/21/049:54AM Frank Chamberlin construction @ 1416 E Front Street Per our pervious conversation in order to serve water to the above reference project a water line extension would be required. It has been estimated that an extension of the water line would be approximately $4000.00. Connection would be in the First / Front alley east of Ennis Street. You indicated that Economic Development would contribute approximately $1000.00 toward the water line extension. Mr. Chamberlin has applied for a building permit, which is presently under review. The building permit number is 04-905. The account number in which Economic Development would direct the funding into would be Building permit # 04-905 402-7380-3434025 . I will notify you as to when the permit is ready to be issued, so the transfer of the funds will be applied to the permit. Trenia cc: Roger Vess tlllk>\O{ (Jot'! v'\ e.- r~ ~s.f-ETL ~ ((QDO~ f1<.o.k1 - MY ~~Lf Bvfj) &B' (f Sb; R-t<~L- LA T\ ~ 'T Y Fv\,00) Ol{- - q05 ~O2. - 73<80 - 3c.t3LfcJ...S" . Dei €: La PM ev-.-'1" ~l~ # , . f::>~ ( L.A) I f\ I.c:r-- TO ~~ I . "T7^1 ~ -- ~- \J\ ;\\ \:S ~ ~ -\\ : / ~ 1) 01 he.su.b~fted 1.,1/" ~ BUILDING PERMIT - APPLICATION \0'... Rv Date Issued: Fill out COMPLETELY and in INK. Your application and site plan MUST B~E COMPLETE to be accepted for review. If you have any questions, call 1I PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent: F~Nt< C'/A(V\..t!JER./-IAI Phone: 4-5"7-7137 Owner:~N~ c~13.t;;:I?L/^' Phone: 15'7- 7r57 Address: 1,",05"" S 7(l-~ J2.0 City: ;:'&>/2T A-N6X.ELk-5 Zip: ,?!3.~~z. Al Gl-titc':'!l'Engineer: 5reP#€N fiE I< Y t=d,e:~ ~e.Phone: 5"0,:5 -8 b"C(-{ 727 Contractor fLc::r:::P Mo~1ZG' ~~Li~~;w~;, re~Exp:/Z./"..,/oiPhone: 4S"7~BB?D '.._''Z..,~{o':,- Address: /.5 86 e t=U-IO 71 c..e. fU) City: P A Zip:9 83fO ~ PROJECT ADDRESS: J l.f / 1:, ~ rrtl";' 5 -I- ZONING: CA LEGAL DESCRIPTION: Lot: -..J:fZ Z Block: 132. Subdivision: 7~A5 W. c..Ap&2k) CLALLAM COUNTY PARCEL NUMBER: C> ~ .3 0 , ? I 0 / Dee. 0 ~l1? q~- I c. '- a, Credit Card Holder Name: ~ ",/ ~ Billing Address: t; tJ () Cit : .p."r Credit Card Type VISA X , TYPE OF WORK: . SIZEN ALUATION: o Residential 1)'1( New Constr. 0 Re-roof 0 Stove S." 3360 SF. @ $ ISF. = $ o Multi-family 0 Addition 0 Move 0 Garage($~).~ SF. @ $ ISF. = $ o Connnercial 0 Remodel 0 Demolition 0 Deck 'B 3/2- SF. @ $ ISF. = $ o Repair 0 Sign 0 Other TOTAL VALUATION $ i 8"0 006' 00 BRIEF DESCRIPTION OF THE PROJECT: ~ /"TE G./CA,()/ Nt',...,J PA V I Ale;- I p-/<.L::?::"T/&-./ OF <' AN71L-@V~~~ rIP L.G eN....) I Lpt' A/('''r''''' COMMERCIALIRESIDENTIAL: Occupancy Group: "J 5.. 3 Occupant Load: Construction Type: V - N No. of Stories: L:!. Lot Size: Jl!)O f l'- 140 ~ Existing Sq. Ft. ~A & Proposed Sq. Fl 5G~ . = TOTAL Sq. Ft. 3.fJq:J. * Total lot coverage..! zS" _ _ % t I-''-If r S~6G t-f)p-r . Exp. Date: ESAlWetland(s): 0 Yes 0 No SEPAChecklistrequired? 0 Yes 0 No Other: APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. 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: Uno 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 Rl05.3.2 of the International BuildinglResidential 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 Q,ermits are required ,not the City's, and that I must obtain such permits prior to work. T:\RVESS\BLDG-fOrms-brochureS\2003-Buildingpermit.$ILE Applicant: ~~ ~ 'f' ..L...~ Date: Oei tOY PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: Chamberlin Repair Shop Address: 1416 E Front Plan # 04-12 I Com [S] Residential 0 I Date: 10.5.2004 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. 5-1 1) The plans characterize the occupancy as a~per the IBC. The correct occupancy classification should be S-1 per the 2003 IBC. 2) Provide a minimum of two 2A-20BC fire extinguishers for the shop. Fire extinguishers are to be located adjacent to the exits. The placement of the extinguishers as shown on the plans is OK. 3) Parts cleaning may only be done in listed, approved parts cleaners. 4) No sources of ignition may be located within 18" of the floor. 5) Smoking is not allowed in repair garages and NO SMOKING signs must be readily visible. 6) Adequate spill containment must be provided for the waste oil tank. 7) The plans show the location of smoke detectors. If these smoke detectors will be monitored by a central station monitoring company, then the building must be fitted with a KNOX locking keybox that will enable after-hours entry by Fire Department personnel. Contact the Fire Department for a KNOX order form. 8) The site plan does not indicate a location for a garbage dumpster. If a garbage dumpster is to located at the facility, it may not be placed within 5' of combustible construction. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: \<.GQ.~ Date: \0.'5,<2'><1 o III D Building Department Copy Contractor! Owner Copy Fire Department Copy PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: Chamberlin Repair Shop Address: 1416 E Front Plan # 04-12 I Com cg] Residential D I Date: 10.5.2004 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. 1) The plans characterize the occupancy as an S-3 per the me. The correct occupancy classification should be S-1 per the 2003 IBC, 2) Provide a minimum of two 2A-20BC fire extinguishers for the shop. Fire extinguishers are to be located adjacent to the exits. The placement of the extinguishers as shown on the plans is OK. 3) Parts cleaning may only be done in listed, approved parts cleaners. 4) No sources of ignition may be located within 18" of the floor. 5) Smoking is not allowed in repair garages and NO SMOKING signs must be readily visible. 6) Adequate spill containment must be provided for the waste oil tank. 7) The plans show the location of smoke detectors. If these smoke detectors will be monitored by a central station monitoring company, then the building must be fitted with a KNOX locking keybox that will enable after-hours entry by Fire Department personnel. Contact the Fire Department for a KNOX order form. 8) The site plan does not indicate a location for a garbage dumpster. If a garbage dumpster is to located at the facility, it may not be placed within 5' of combustible construction. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. 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'fJ1.) ~ 14 .. Q'l..-(Ai(DW....~(~\ ~ tD./~ -aoe~ -- O.O/~ c..~s OIL,LIL~ '$/2."'1 -; 1.. 5 't /l. C)~ (-I e... (.. '2.\ 0.('2..' c.f" c (+ ~k. 1. 7'''''- dlJ4h '-<. l.....J I 2-' ~~ Q -. Il.r" ,"f') \1. 'lJ YL '. cj. 0'1 n Cf <;. [ P.Ob/b :J Q c>t\~j(.t. l'4 'L -:: O. (11 I .... I 0'19; -=- O.O<,l.-\ t ~ -' 0'" ~12' b. 51 0) (.~'2.-'~ ~ J. 0 b" 0" (0. b~\ " I Vq;; oe,l'i<.~ ~ 04'306-STORM.xls ORIFICE '2 ( ~ CLALLAM COUNTY DRAINAGE DESIGN PROJECT: FRANKS AUTO REPAIR LOCATION: FRONT STREET PARCEL NO: B{'c- , ~ bik" ."". < _ ~ , > ~~ = AUTO FILUCALC ZENOVIC & ASSOCIATES 519 S. PEABODY SUITE #22 PORT ANGELES, WA 98362 DATE: 10/20/2004 JOB NO. 4306 AUTHOR: TOG I = MANUAL ENTRY Mean Recurrence Interval - Rainfall Duration (T) = Design City = 1= m= n= 25 30 PORT ANGELES 2 Years BEFORE DEVELOPMENT ,- 1~>"f~>;~~"""t"~,.,.. x ,.,. ~-;"- ( ....~;; ~ : ~~! l '; ~ ,t ~" , a./~' .~ :qe d..~,~~ _ _lb;~iQ Inches/Hour = m/(T^n) ACRE RUNOFF COEFF: TOTALS CFS 1 GRAVEL PARKING AREA 2 3 * - INCREASED 10% FOR 25 YEAR STORM AFTER DEVELOPMENT 1 GARAGE 2 CONCRETE APRON 3 PAVED PARKING/DRIVEWAY 4 LANDSCAPING 5 GRAVEL PARKING AREA 6 AREA ACRE sa, FT. IlA" 3567 2233 5568 725 1905 o Q=C*I*A CFS REQUIRED ON SITE RETENTION/DISPOSAL = REQUIRED VOLUME FOR I 301MIN. STORM = CFS CFS _CFS CU. FT. Page 1 1 0/20/2004 04306-STORM.xls ORIFICE 'S/) CLALLAM COUNTY DRAINAGE DESIGN PROJECT: FRANKS AUTO REPAIR LOCATION: FRONT STREET PARCEL NO: = AUTO FILUCALC ZENOVIC & ASSOCIATES 519 S. PEABODY SUITE #22 PORT ANGELES, WA 98362 DATE: 10/20/2004 JOB NO. 4306 AUTHOR: TOG I = MANUAL ENTRY CONTROLLED RUNOFF AREA % R.O. CONTROLLED FACTOR RUNOFF AREA 1 GARAGE 2 CONCRETE APRON 3 PAVED PARKING/DRIVEWAY 4 LANDSCAPING 5 GRAVEL PARKING AREA 6 0 CFS CFS .CFS CFS CFS CFS 0.2701 CFS MINIMUM CONTROLLED R.O. = REQ'O DETENTION/DISPOSAL = -Ltin CFS<--OK ~ I 25 yr = 12 yr = ;J~f ~Of'! ~k l IN/HR IN/HR Q 25 yr = _CFS REQ'D VOL = Q 2yr = CFS REQ'D VOL = _..CF CF ~ Page 2 1 0/20/2004 L~~~in::::~~!lNG October 13, 2004 ~r~~lWl . ocr 2 2 20~ i Cll'YOF PORT MiGElc'r< .1 r:"'<Jt :.Jf Corrm:un1tv n'~"".I',~:'-) "..., ....'".<...." . . ~". '~. ,,<~, ~ .. ',,1,>,<. I', t;; ') Randy Oglevie M&W Building Supply 22175 S Highway 99E Canby, OR 97013 ENGINEERING CHANGE NOTICE Alliance Engineering Job No.: MW04257 Building Owner: Frank Chamberlin Building Address: 4005 S Tiller Rd. Port Angeles, WA Dear Randy: I have examined the structural calculations for the post frame building located at the above address. As discussed, the following changes may be made: 1. (1) bay may be reduced from 12'-0" to 6'-0" resulting in a reduction in building length from 96'-0" to 90'-0" with no additional structural modifications to the building required. Install all other components of the building as described in the engineering package. This change will not reduce the structural capacity of the building or reduce the economic or service life of the structure. If you have any questions, please contact me. ;~::r/l Johnl. Feskens, PE 3/271 0 f ll.XPIRES: 2700 Market Street N.E. Salem, OR 97301 Alliance Engineering of Oregon, Inc. www.polebuildingengineering.com Phone: (503) 589-1727 Fax: (503) 589-1728 From: To: Date: Subject: Trenia Funston Tim Smith 10/21/049:54AM Frank Chamberlin construction @ 1416 E Front Street Per our pervious conversation in order to serve water to the above reference project a water line extension would be required. It has been estimated that an extension of the water line would be approximately $4000.00. Connection would be in the First / Front alley east of Ennis Street. You indicated that Economic Development would contribute approximately $1000.00 toward the water line extension. Mr. Chamberlin has applied for a building permit, which is presently under review. The building permit number is 04-905. The account number in which Economic Development would direct the funding into would be Building permit # 04-905 402-7380-3434025. I will notify you as to when the permit is ready to be issued, so the transfer of the funds will be applied to the permit. Trenia cc: Roger Vess ~ . I~>PLY-_= 22175 S. Highway 99E, Canby, Oregon 97013 Phone: (503) 263-6953 Fax: (503) 266-7102 POST FRAME BUILDING STRUCTURAL CALCULATION (This structure has been analyzed and designed for structural adequacy only. The analysis is in compliance with the 1997 Uniform Building Code.) PROJECT No. MW04257 OWNER: Frank Chamberlin 4005 S Tiller Rd. Port Angeles, W A ENGINEER: .a./- 1 I 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 1 POST FRAME BUILDING SUMMARY: This is a post-frame building with wooden trusses or rafters and preservately treated posts that are pressure treated for ground contact. Post size, post embedment depth, post hole diameter and backfill is given in the body of the calculation. The posts will be modeled as cantilevers that are fixed at the base. The post frames will be assumed to act as a unit. Wind loads (wind controls over seismic) will be imposed on the windward and leeward sides of the building simultaneously. The trusses I rafters will act as a drag strut that will cause the two posts to act together. The post - frame model for the building comes from References 2 and 3. The actual post length for bending will be assumed to be measured from top of the post hole backfill to the top of the corbel block. If there is no concrete floor, the concrete backfill will provide lateral constraint in the windward and leeward direction. If a concrete floor is used, lateral restraint for the post will be provided at the ground line by the concrete floor. REFERENCES: 1, 1997 Edition of the Uniform Building Code 2. Post - Frame BuildinQ OesiQn Manual, First Edition National Frame Builders Association, 2000. 3. Post - Frame BuildinQ OesiQn Walker and Woeste. ASAE Monograph Number 11. ASAE 1992 4. 1997 Edition, National Design Specification (NOS) 2nd Supplement For Wood Construction, American Wood Counsel 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 2 SUMMARY OF DESIGN VALUES: Buildina Dimensions Wbldg:= 40 Lbldg:= 96 Hbldg:= 14 [ft] (Width of Building) [ft] (Length of Building) [ft] (Eave Height of Building) Rpiteh:= 4 /12 [roof pitch] Bay:= 12 [ft] (Greatest spacing between eavewall posts) Truss heel:= 16 [in] (Depth of truss/rafter heel) Post Properties: Pwidth := 6 Pdepth:= 12 [in] (Post width y-axis) [in] (Post depth x-axis) POST SIZE (All posts will be Hem-Fir) Grade := "SS" (Grade of Post (2, 1, or SS = Select Structural)) Fb 1 = 1300 [psi] (Allowable bending stress for the posts) Fe] = 925 [psi] (Allowable compression stress for the posts) Ewood = 1300000 [psi] (Allowable modulus of elasticity for posts) Lpost_bndg = 152 [in] (Bending length of post) 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 3 SUMMARY OF DESIGN VALUES (Continued): Purlin Properties: Purlin_spacing := 24 [in] Spurlin:= Sx26 Spurlin = 7.56 [in^3] Fpurlin:= FbMSR1650 Fpurlin = 1650 [psi] (Allowable bending stress for the purlins) Girt Properties: Girt_spacing := 22 [in] Sgirt := Sy26 Fgirt := FbMSR1650 F girt = 1650 [psij (Allowable bending stress for the girts) Sgirt = 2,06 [in^3] Footino and Post Hole Desion Values: qsoil := 1500 [pst] (Assumed soil vertical bearing capacity) diaJooting := 2 ft [diameter offooting] Desion Loads for Buildino: Wind Desion Values: Fastest wind speed: qs := qs80 (mph) Wind Exposure: Exposure:= "C" Roof Load Desion Values: Wsnow:= 25 [Ibs] (Ground snow load) Wdead:= 5 [Ibs] (Roof dead load) (GO TO LAST PAGE FOR SUMMARY OF RESULTS) 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 4 WIND ANALYSIS: USC conditions: Method 1 (Normal Force Method) Calculate the Design Wind Pressure. q = Ce X Cq X qs X I Where: Ce = Combined height, exposure and gust factor coefficient (w=wall,r=roof) Cq = Pressure coefficient qs = Wind stagnation pressure Iw = Importance Factor qs= 16.4 Iw:= 1.0 Cew = 1.06 Cer = 1,09 Cqww:= 0,8 (Pressure coefficient for windward wall) Cqlw:= -0,5 (Pressure coefficient for leeward wall) Cqwr := 0,3 (Pressure coefficient for windward roof) Cqlr:= -0,7 (Pressure coefficient for leeward roof) Cqwe:= 1.2 (Pressure coefficient for wall elements) Calculated Wind Pressures: Windward Wall: leeward Wall: qww:= Cew-Cqww.qs.lw qlw:= Cew'Cqlw.qs.lw qww = 13.91 [pst] q1w = -8.69 [pst] Windward Roof: leeward Roof: qwr := cer.cqwr.qs.lw qlr:= Cer'Cqlr'qs.I",. qwr = 5.38 [pst] % = -12.54 [pst] Wall Elements: qwe:= Cew.(Cqwe - O.l).qs.lw qwe = 19.12 [pst] 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 5 BUILDING MODEL: a := Bay.12 a = 144 (in) (Bay spacing in inches) e = 18.4deg (roof angle of incline) Lpost_bndg = 152 [in] CALCULATE TOTAL SIDE SWAY FORCE: Apply wind loads to the walls to determine moment (Mwin) and fiber stress (fwind) Calculate Total Wind Pressure: a qwwpost:= qww' 12.12 qW\\'(Jost = 13.9 [pli] a %vpost:= 'llw' 12. 12 %vpost = -8.69 [pli] qtot:= qwwpost - ql\\'(Jost qtot = 22.6 [pli] Calculate the total bending stress due to the distributed wind load applied the walls. 2 Lpost_bndg M",ind:= qtot. 2 Mwind = 261066 [in-Ibs] , Mwind twind := 2. Sxpost f wind = 906 [psi] Next, calculate the wind load on the roof and apply it as a pointload at the top of the post. Wbldg ( Hroof := -.tan e) 2 Hroof = 6,67 [ft] VrooCwind:= (Hroor)'Bay.(qwr - %) Vroof wind = 1434 [Ibs] Mroof_wind:= VrooCwind'(Lpost_bndg) Mroof wind = 217904 [in - Ibs] , Mroof wind frooCwind:= 2'Sx~st frooCwind = 757 [psi] Calculate the total moment (Mtot> and the total fiber stress (ftot>. Mtot := Mwind + MrooC wind Mtot = 478970 [Ib in] ftot := fwind + froof wind ftot = 1663 [psi] 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 6 POST DESIGN: Assume the following post properties: 1. The posts will be modeled as cantilevers fixed at the base. The two posts will act at each frame to resist bending. 2. The posts will be pressure treated for ground contact. 3. The controlling load case will be Dead Load + Wind Load + 1/2 Snow Load. Calculate allowable unit stress (compression Fed. Fel = 925 [psi] Fe:= Fct.1.l5..85 Fe = 904 [psi] (Allowable compression stress including load factors) Lpost_bndg = 152 [in] (Bending length of post) dpost = 12 [in] (Unbraced dimension of post) Ke:= 1.2 Ie:= Ke'Lpost_bndg Ie = 182.4 [in] c;= 0.8 KcE := 0.3 Ewood = 1300000 [psij .95.Ewood FeE:= KcE' l~J FeE = 1604 CpO" [(1 + ~J _ (1 + ~J2 _l"~:) 1 l 2.c 2.c c J Cp = 0.85 Fee := Fe'Cp Fee = 765 psi 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 7 POST DESIGN:(Continued) Calculate Combine Flexural and Axial Loading Index: Wroof = 30 [pst] (Total roof loading) Psnowpost = 6000 [Ibs] (Axial loading per post due to roof snow load) P deadpost = 1200 [Ibs] (Axial loading per post due to roof dead load) P snowpost + P deadpost 2 Apost t'c = 58 [psi] (Actual compression stress per post) t'c := Fb := FbI' 1.6. .85 Fb = 1768 [psi] (Allowable bending stress per post including load factors) fbl := ftot [bI = 1663 [psi] (Actual bending stress on post) CCFAL1:= l( ~f:r + (fbl I, J Fb' I - -) FeE CCFALl = 0.98 less than or equal to 1 .0 is OK 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 8 POST EMBEDMENT FOR CONSTRAINED CONDITION: Calculate the required post depth. The concrete floor will provide a constrained condition for the post. Mtot = 478970 in -Ibs Ph = applied lateral force (P) and distance from ground to applied lateral force (h). Ph := (Mtot 1 bpost := dia_fOoting.12 2.12) Ssoil = 150 [pst] (Assumed soil lateral bearing capacity) depth-POstc = 4.7 [ft] Trial depth of embedment. S3 = 1895 (calculated using a trial depth of embedment) depthc := 4.25. (Ph) S bpost 3'- 12 depthc = 4.7 [ft] (minimum required post embedment depth) FOOTING DESIGN: Check the soil bearing capacity of the punch pads. . A . '= 3 14.(diaJootingJ2 footmg . . 2 ft^2 [this is the area of the footing] Qsoil = 1500 [pst] dia Jooting = 2 ft depthyostc = 4,7 ft (trial depth of embedment) dfactor = 1.75 (calculated using a trial depth of embedment) Pfooting:= Afooting'Qsoil.dfactor Pfooting = 8242 [Ibs] (end bearing capacity of footing) P snow = 7200 [Ibs] Note that the end bearing capacity (P footing) is greater than the snow load (P snow)' This is OK. 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 9 GIRT DESIGN: The girts will simple span between posts. Calculate bending stress (fbgirt)due to wind loading (qwegirt) and determine the required girt size. Girt_spacing qwegirt:= qwe' 12.12 2 Lgirt _span Mgirt:= qwegirt. 8 qwegirt = 2.92 [pli] Lgirt_span = 138 [in] Mgirt = 6955 [Ib in] Mgirt fbgirt := ~ Sgirt fbgirt = 3376 psi (stress applied to the girt due to wind loading) Determine the allowable member stress. LDFwind:= 1.6 Cfugirt = 1.15 Cfgirt = 1.00 Cr:= 1.15 Fgirt = 1650 [psi] Fbgirt:= LDFwind,Cfugirt,Cfgirt,Cr.Fgirt Fbgirt = 3491 > fbgirt psi This is OK. PURLlN DESIGN: Assume that the purlins simply span between pairs of trusses or rafters. Determine the required purlin size. wpurlinsnow = 4.74 [pli] (Distributed load along top edge of purlin) Calculate the maximum moment (Mpurlin) in the purfin and the maximum fiber stress (fbpurlin)due to snow and dead load. Lpurlin span = 135 in (bending length of purlin) 2 M wpurlinsnow' Lpurlin _span purlin := 8 Mpurlin = 10806 [Ib in] f "= Mpurlin bpurlm . s.._ '~purlin fbpurlin = 1429 psi [stress applied to the purfin due to snow and dead load] Determine the allowable member stress. LDFsnow:= 1.15 Ctpurlin= 1.00 Cr:= 1.15 Cfupurlin = 1.00 Fpurlin = 1650 [psi] Fbpurlin:= LDFsnowCtpurlin,C['Cfupurlin.Fpurlin F bpurlin = 2182 > fbpurlin [psi] This is OK. 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 10 CORBEL BLOCK DESIGN: Determine the required number and size of bolts required in the truss block. Assume full snow load and dead load on the roof. Pbolt 58:= 1590 [Ib] Pbolt_34 := 2190 [Ib] P snow = 7200 [Ib] P20d:= 147 [Ib] If 5/8 dia. bolts are used: Nbolts58 = 3.9 Number of 5/8" dia. bolts required in the corbel block If 3/4 dia. bolts are used: Nbolts34 = 2.9 Number of 3/4" dia. bolts required in the corbel block If 20d nails are to be used: Nails = 21.3 number of nails required in each corbel block. 4/16/2004 MW04257 (Chamberlin) 40x96x14.mcd 11 SUMMARY OF RESULTS: Buildina Dimensions Wbldg = 40 [ft] (Width of Building) Lbldg = 96 [ft] (Length of Building) Hbldg = 14 [ft] (Eave Height of Building) Rpitch = 4 112 [roof pitch] Post Details Pwidth = 6 Pdepth = 12 [in] (Post width y-axis) [in] (Post depth x-axis) POST SIZE (All posts will be Hem-Fir) Grade = "33" (Grade of Post (2, 1, or SS = Select Structural)) Usage = 0.98 % (Combined stress usage of post) Girt Details: Girt_usage = 0.97 % (Stress usage of wall girt) FootinaDetails: Postdepth = 4.7 [ft] (Design Post Depth) Purlin Details: diajooting = 2 [ft] (Design Footing Diameter) Purlin_usage = 0.66 % (Stress usage of roof purlin) Footingusage = 0.87 % (Stress usage of footing) Corbel Block Bolts: Nbolts58 = 3.9 Number of 5/8" dia. bolts required in the corbel block if used. Nbolts34 = 2,9 Number of 3/4" dia. bolts required in the corbel block if used. Nails = 21.3 Number of 20d nails required in each corbel block if used. SPECIAL NOTE: The drawings attendant to this calculation shall not be modified by the builder unless authorized in writing by the engineer. No special inspections are required. No structural observation by the design engineer is required. . , CITY OF PORT ANGELES DEP AR TMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000345 Date 250595 1416 E FRONT ST 06-30-99-1-0-1060-0000- SIGNS 5/16/05 Owner Contractor ~lAt1 (5(PCftdJ o/~r<tl COMMERCIAL ARTERIAL 850 CHAMBERLIN FRANK L 4005 STILL RD PORT ANGELES WA 98362 OWNER Permit SIGN Additional desc Permit pin number 48694 Permit Fee 247.00 Plan Check Fee .00 Issue Date 5/16/05 Valuation 850 Expiration Date 11/12/05 Qty 1. 00 1. 00 1. 00 Unit Charge 85.0000 47.0000 115.0000 Per PER PER PER S- SIGN WALL 25 SF+ S- SIGN LES THAN 25 SF S- SIGN FREE OR PROJ 25+ Extension 85.00 47.00 115.00 Fee surrunary Charged Paid Credited ----------------- ---------- ---------- ---------- Permit Fee Total 247.00 247.00 .00 Plan Check Total .00 .00 .00 Grand Total 247.00 247.00 .00 Due -t .00 .00 .00 - ~ \l\ \" (}.' .:::. '"1- c" ~ 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 co nstruction. Signature of Contractor or Authorized Agent Date ,'i/~t./;1 .{jtCtJ- Signature of Owner (if owner is builder) lie:/ /" O)~ ( , [{ate T:\l'olicies\ 1102_.15 building permit inspection record05.wpd [1/4/2005] 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 I YES I NO FOUNDA nON: FOOTINGS Idr/() 0 J~I/ 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 I I < FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERIOR BRACED PANEL ONLY) T-BAR - INSULATION SLAB WALL / FLOOR / CEILING MECHANICAL HEA T PUMP / FUR,'-lACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKIl"G & HOLD DOWNS SKIRTING PLANNING DEPT. SEP ARA TE PERMIT #' s SEPA: PARKING/LIGHTING 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./ PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PoJicies\1102_15 building permit inspection record05.wpd [1/4/2005] 01 , >-l "" ~~~8E; ()'U t:-< , >< ~ H~ '" , 'U 'U~ZZO >-lOJ , '- t:-<()OJ>-l~ ><'U , tIl H OJ~~OJ :t- o , 0 >-l Zt:-< :t-tIl O~ H , ~. ()tIl "'OJ , >-l 0 , en 01 0 'U ~. H OJ. ~. 0 8[:;~ :0 :0'" >-l'- 3:0 0 0' 'UC::O OO() H ~~ "', t:-<OJO lJ1"';X: " '- , OJtIl ~~~ H Glo 0' >-l>-len '" OJlJ1 lJ1' OJOJH 0001 t:-<- OO~ 0 , OJ OJ OJ , 0"':0 tIlH ~. O"'t:-< "' '" w , H :0 :0 "HZ 0 lJ1 t:-<' OJH lJ1 , Z lD , tIlZ 0", >-l , C::tIl tIl , :0 w , t:-<'U 86~ tIl w , >-l >-l z"'~ tIlo , ~ t:-< , C/)I'tjato , ~o 0 H:;dO"\C , OJ OJ 0 ~~6~ , tIltll 0 , C::() , ~"'o , t:-<:o 'U '-H , >-lH 0 "'Z , tIl'U () tIl oGl , '->-l 0 >-l 0 , ()H H H 3: "lJ1'U 00 ZZ 3: ;I1lJ1 0 3:Z tIltll OJ 0-.1 tIl 3: 'U'U Z t:-< , H>-l OJ OJ OJ >-l tIj-.JO......... Z ()() tIl (J) I.D" () >-l >-l>-l woO tIl OH ~ -.I-.It:-< :00 ~~ .. Z 0 , "-<>-l Z ~~ 0 "' 'U'UtIl >-l >-l g;g;fii OJ~ OJ OGl tIlOJ tIl >< zzo >-l :t- OJOJH t:-< tIl <: ~::l t:-< H ~[:'j , OJ , :0 .. , t:-< , >< H , -.I , .. , 0 , 0 , , , , O'U :t-:t- >-lGl OJ OJ '" '- 0 tv '- o H lJ1'" Fill out COMPLETELY and in INK. Your application and site plan MUST BE I COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 FOR OFFICIAL USE ONLY: Date Rec.5'" 9' ~~- ''''',<#, C:'> ~ ~:, Date Approved: l;" Date Issued: BUILDING PERMIT - APPLICATION Applicant or Agent: ,F}- ~ '-1)( A Owner: Address: J lj 1& E F;.Q1'-17' ( fA c. h-r .b~ ",/J'.y.. Phone: 3120 - (/)' 7-7 r '37 Phone: Sf City: fI/J Zip: 9g 56 '2.. Architect/Engineer: Contractor Phone: State License #: Exp: Phone: Address: PROJECT ADDRESS: ) lJ) t, F City: rrm VII Sr Block: Zip: ZONING: (1'4 LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Subdivision: Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # TYPE OF WORK: o Residential 0 New Constr. 0 Re-roof o Multi-family 0 Addition 0 Move . Commercial 0 Remodel 0 Demolition o Repair )It Sign BRIEF DESCRIPTION OF THE PROJECT: City: Exp. Date: o Stove o Garage o Deck o Other c; ) j h (1 ) ISF. = $ ISF. = $ Construction Type: No. of Stories: Lot Size: Total lot coverage Existing Sq. Ft. & Proposed Sq. Ft. = TOTAL Sq. Ft. % /l---1 / APPRO~tI:S:_ PLAN:-5~ BLDG: DPWU: FIRE: OTHER: Yes cvNo 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 pennit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days ofthe 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 RI05.3.2 ofthe International BuildinglResidential 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 I must obtain such permits prior to work. T:\RVESS\BLDG-fonns-brochures\2004-Buildingpennit.wpd Applicant:J~;t.~ Date: ~ - 9 - OS- Art ClPprovaJ stamp franks auto 5/9/2~05 12:47:29 p~ Scale: 1 :0.80 Height: 4.644 Length: 6.011 in ~Ib~ CITY OF PORT ANGELES - Construction Plans The Issuance of this permit based upon these plans, specifi- cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said p'"ns, s;>Rcifications and other data, or from preventing building oper~:tlOns being carried on thereunder when in vialatlOr of ail codes "'Id orrlinances of thiS Jurisdiction. (SEClION 3C!31c) - Uniform Bwidmg Code.) -- f'r>prO'ial JaIl; 5~.t~~~ Xc Tob, 18 u '0;4 ~~ ~tl ~ g~ &0 FiLE Fruudt'6~ FOREIGN. DOMESTIC 48"" AUTO REPAIR 28" SIGN 49.95 Job # Client: Date: File: FRANKS AU 5/09/05 36" t SITE PLAN Colors: RED,BLACK,YELL Substrate Type: ALUMALITE Substrate Color" WHITE Substrate Height: 9 FT 6 INCHES Substrate Width: 4 INCHES 34" FRONT ST No Signs: 1 Double Sided? YES , CLIENT INSTALL I I ___ , /1-----! I / u_. I I ! BELOW GRADE j I (I CO.ONH'LL I :.' 121NCHX121N H I! ' .~--------- ' , ~ --J' _!lJ>>ltL:::_~i~ches _____ Olysigns eject narT'I6: OJ,lorner AWOYaI 0lwVrt 12 Findley Rd AI ideBs, lions, at No. Dolo -.- Port Angeles, Wa ~ ~ I Address: arracs indicalOO (Jl !l8362 ~ Ulnd<>rd AWOIeI tl'is rawng areoopyrghloo ~ & 0W1lI:l byOlrslgns am 360-417-5254 shall not be r~lldu<:9l, ~ Date: IDrowng By: Salesman ApprOYaI used by or disclosed to any E-mail lIenarne: I persoos v.hat S08\OJ" vi! halt sales@olyslgn.com wit t III pernio.... of Please note: The Pantone colors shown on this proo' may not properly mate e pan one co ors 8q 85 e ~':~; :;~~;::~O;i~:'d:~;t";; '::a;"yC;~-;~~Z'a-;:;~~=ci 7::1:: ::=sl:'~;;;;=n~~:;t sizes are averaged based upon u: ., .--- ...v their total coverage area. Please be advised that It Is client's responsibility to obtain all necessary permits. ( ! L' fiNS .,. ~.::~: :::':::'::~~:I a~:I:II~'::~s":::n:~:'I:::~~ ~n~U::',':ltlt~::.::::eu::~~.U::s~:'8 ;' :eU~p~~I~~:I~:. or vinyl under ' ..._: : "~. .,. "_ . ' ~~~~GES INOIWEO S"natmc Oe<e Contents ,;:;y~~~~~I~~g;'~cated witho ' '. . " .''t. 1n~'.iIOltIII ""--(N) 6' FEI~';:'RBED WIRE AND PAV~~' PROPERTY LINE _ -[ / ALLEY 139.98' \ 10'-0. \ - -\ \ \ \ --I /GRAVEL O"~' /5'CONC APRON ~ ! ! c., /4-CONCSLAB ;1 O'l \ / 0> dcwcPAVINGAREA \ O'l PARKING - SEE ClVIt \ iE CiVIL I i / \ ; tOPE 01 I ~- I r-- -"-- / I I ,-, ! II ;' I! ~O. ( 110 / 0[1 III / I, ! I IIL/ - Jl~o" I II~ II ( ~IIII- - ~Ii 1,,1 I" I :1 r :' 0" I (El PHONE \ \ \ \ -~' ] ) '?:~'7 ___JO l, '~ / / / ~ 139.98' ( ( I / \\ \ I ) I \ i I i I \ ~ .. \"j' RE1' '."'/,l',:~ -- - \ / / _ \ i CB . S E CIVIL( / I "[5'-=,,:' '\ \ f+-}.k;f I J\ I 1//", _- 1//' / -~ - - ~ --........ - /' ~~~. ///~ // ---~ /~ - ./ /. --------~/ /20ACPAVING\ I I I /1 / I I \ \ \ \ ) AC 'A VING AREA SEE VIL (N) StaN (E) TRA NSFORMER o D \05/09/05 S,ITE PLAN 1"=16'.{)" ~ NORTH II OMEGA PANEL PRODUCTS (1 II LAMINATORS INC. 'Ale'i\lus UL File Number E60612 Alumalite TM _ Finished Product Specification 1.0 STANDARD CONSTRUCTION: (Two Thicknesses) 6 mm 0.015" painted aluminum face I CPA I 0.015" painted aluminum back 10 mm 0.015" painted aluminum face I CPA x 2 I 0.015" painted aluminum back 2.0 PANEL DIMENSIONS: Size Tolerance Length: 8 ft or 10ft :t1l4" Width: 4 ft or 5 ft :t1l4" Thickness: 6 mm (nominal) = 0.232" :t 1132" 10 nun (nominal) = 0.396" Squareness Diagonals equal within 118 II Flatness Maximum variation allowed is 114 inch in 4 feet (0.52%) 3.0 MISCELLANEOUS PROPERTIES (Typical for specific use conditions) Wei ht Iblft av . Stren th L/t80 (0.040" Aluminum = 1) AAMA L/t75 (0.040" Aluminum = 1) Wind Load (mph) (for 4' x 8' anel su orted on all four sides) Max. War (200F difference from front to back 6mm 10mm 0.78 0.99 16.9 48.5 74 213 120+ 240+ 0.141" 0.083" Fire Rating: ASTM E84: Class A flame spread rating Bond Test: ASTM C481-A modified, cyclic aging: PASS Average Outdoor Life Expectancy: 10 years Warranty: Glue Bond - 5 year warranty Color - Color will not fade more than 8 NBS units over 10 years Paint will not crack, chip, flake or peel (10 year warranty) Colors: Available in 12 colors FPS-004, Rev 0 Issue Date: 6/29/04 Laminators Signboards I Alumalite Page 1 of 1 . Alumalite is ideal for paints, screen print inks, and pressure sensitive vinyl which bonds securely to it. It has the same reflective surface as vinyl graphics, so the final sign is visually coordinated. . Alumalite is strong and lightweight. It's the same weight as .040 aluminum sheet metal, tipping the scales at just 24 Ibs. However, Alumalite is over 50 times stronger for a 4' x 8' sheet. . Alumalite has an average outdoor life expectancy of 10 years (when properly installed). What are the benefits? What is it made of? . Alumalite is a strong, aluminum composite panel with a high density, corrugated polyallomer (CPA) core that will not swell, wick water, corrode, rot, or delaminate even under prolonged water exposure. . Both faces are high-gloss painted aluminum for rigidity and to minimize warping. . Alumalite features factory baked, acrylic-painted aluminum faces for high gloss brilliance and is warranted not to crack, chip, flake or peel. What are the recommended applications? . All outdoor applications including: post and panel, hanging, wall/fence mount, multiple panel signs, point of purchase displays, cut-outs, channel letters, kiosk, laser printing, score boards, silk-screening and more, . See our i\ppllCiJtIOI!C; section for more details, ~2jS" .. .......................... iv '."'< ,.:,\ COLORS Click to receive a printed color chip card See these other Laminators Sign Panel Products... Or Download complete product specification sheets as PDF files, httn~ Ilwww.c;innm;:m1c;_rom/P;:tnpl/;:th Im;:tlitplTnrlp)(.;:tc;n Cl/Q/JOOCl fron~.o!_ buildir'\g si~l'ls~p~~5!81~005_~:37:58__~~_~_ Scale: 1 :0.89 Height: 5.001 Length: 6.627 in -,.--.-.---.'.-.-------- ---..-..- - -- ~- --_.----_...--~--....__._._._'....--.'_......-...............~-....._.__._----,_..~ (if) j)?ilX qZd Composer4 5/8/2005 8:40:05 PM Scale: 1 :0.71 Height: 4.001 Length: 5.336 in ~ome.oser~_ 5/8/2q05 7:0-4_:18 pfv1. Scale: 1 :0.89 Height: 5.001 Length: 6.671 in ~ 00 i 3~~ 00 .~ .. .. ] 00 VBbt> lr'oo ~~ ]8 f~8g~~~ o " '-1 I . ~;:!;~15""N !.~ ~s.~ o ~~ ~~tt ~~ t=;frlS ~ N ~ .... 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V _ aJ \D ~ g 5 2"3 .; a ij ~~ i :; -;; - ~v == ~ ~ ; ~ g ~ 8 'i 0 ~ <- >-. 'r-Ir-!r~:";~ii-Sr::~u..2Z.DQ., CfJ res 0....Q ,-,.s ~ 8 ~ 0 ~ ~ l -< c.... a.. tn ru~;;_Q.~ ".-::...=~::$. ,-, '1j v ~ ~ oS g ~ '0 '-:- 's -= - UJ = ~ 1..0 aJ ~" .;; u 1,1 ~.~ a ~ a:C 0 ): ,....; ~.u ~ - .... V .... - F -:= :tl '" .= ~-u~~.~~~~~~u~= .s ;3 = ~.", ~ = ~ - ;; -6 g -5 Il a ~ g "=''''~_..~~~~~g~<= ~= ()U).....~:;.,_.Dt:IA::J~::s~< ~::' a ~ ~"8'~ J ~ [~ t; ~ ~ .~ .~ ~ ~ ~ =i ~ ~ ~ l " ~ Q~ \il ... ~L 0 u "':l a:a~ .; -~ ... t-t '" Q. ~;~ "" S ]~ .;t.I ..... II ~..: k '0 ~ a-l! a ~ ~ III ~z jl: ~~ f---~ DATE: 1./27/2004 DItAWDlG : 0004027020-002 CUST: SEQN: T6.J.9 0 DESIGNER : GLC JOB: 40STOCK L.BEEL 0- 6- 1. R.EDL 0- 6- 1. B/B LGTH 40- 0- 0 p. f ---LJ:VE DEAD L.SClU" 1.- 3 -1.2 R.SCRP J.- 3-1.2 0/0 LGTH 40- 0- 0 TC 25.00 3.30 DF-LtINBD J..15' L.SJ:AT R.SEAT JIG a:mr 7- 2- J. Be .00 1..00 DF-PLATES 1..15' 40STK L. VOPF R. VOPF 0/0 a:mr 7- 2- 1. 'l'O'tAL 29.30 p.f UP. BND. J..OO L.BOT1' 0- 0- 4 R.BOT1' 0- 0- 4 JDZL ADD 0- 0- 4 SPACIlG 1.2 - 0 - 0 IlESN SPEC UJlC..97 L.C1IN1' R.C1IN1' L. Prl'CB 4.0/1.2 R.PrraI -4.0/1.2 # PLYS 2 QTY 2 L.STUB R.STtlB L.HLP1tJ. 2J.- 2-1.4 lL HLP1tl 21.- 2-1.4 t BRGS 2 L.OBN:# R.OBN:# L .lILPJQ 2J.- 2-J.5 R.BLPE2 21.- 2-1.5 Load *. 1. ...............P IlllJUI'AC.LBR. J..1.50 I........STRUCTORE APPLIED DISTRlBOTED LOADS........\ Dir L.plf L.Lee R.PIf R.Lee LL/TL 1. TC.V 339.60 0- 0- 0 339.60 40- 0- 0 .88 .88 2 Be.V J.2.00 0- 0- 0 1.2.00 40- 0- 0 .00 .00 Reactions.V. 7032 7031. OORPAC . PLT . L J.5 0 I............OTHER LOADS........... \ .. . Type. . . lb. X. LOC LL/TL Load *. 2 ...............U ~C.LBR. J..600 I........STRUCTORE APPLIED DISTRIBDTED LOADS........\ Dir L.PIf L.Lee R.PIf R.Lee LL/TL 1. TC.V -J.60.31. 0- 0- 0 -J.60.3J. 40- 0- 0 .83 .83 2 BC.V 12.00 0- 0- 0 1.2.00 40- 0- 0 .00 .00 Reactions.V. -2966 -2966 OORPAC.PLT. 1.600 /. .....,.....OTHER LOADS........... \ .. . Type. .. 1hs X.LOC LL/TL legend -- (SA,Nl'.,Mr.) - (Structure, Node, Member) Jlpplied (PL,DL) - (Point Load, Dietributed Load) (H, V,H) . (Horizontal, Vertical, Mc:mant) TeeNtA} 1/~/O:; ""T~c PvW0WlvC- At2G P:UPi;>tA-u WDf2ILg P(a2t01T~- P~lvtll~ ~fZGS? 1 JwJ~ C/?/- lOl q t ~ ~. rtwNl 4-- ole 04- qo0' tA~ E;;.. ~JT ~ OK... }f o4;~ t:;710 ~. ~fJT4. at::- Hate, VVt~ ~~ C&.VY1p[dcd /rlV1rAJ~? We vtvc:. c.levcn(~ oM- 6Ntv- ~~ n (-es . -rWuitkE ~vJ City of Port Angeles Community Developement (Building Division) 321 E 5th St Port Angeles, Washington 98362 360-417-4815 FilE Plan analysis based on the 2003 International Building Code Project Number: 04-905 Project Name: Franks Auto Repair Address: 1416 E Front Street Date: November 4, 2004 Occupancy: B,S-l Construction: V-B Contractor: Reed Moore Designer: Sharp Design NW Engineer: Heryford Stephen PE Report By: JIM LIERLY NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 # SHEET IDENTIFICATION CORRECTION REQUIRED ==~==:~~==================;~~;=:~~:;~~;=::~~=~;=;:~~~;:~=~~=~:=:=~=~~~;==~J assembly. -- Table 601 and Table 602 J..Io.t1- to' ~f l,~ S.rJr 2 ceiling The wall and ceiling finish material in this area must comply with Class __ requirements. -- Sec. 803.5 and Table 803.5 3 Bathroom Toilet rooms are required to have a smooth, hard nonabsorbent surface that extends at least 6 inches onto walls. -- Sec. 1210.1 4 bathroom Walls within 2 feet of urinals and water closets are required to be covered with a smooth, hard nonabsorbent surface to a height of 4 feet. -- Sec. 1210.2 5 entry At least 50 percent but not less than one entrance shall comply with accessibility requirements. __ Sec. 1105.1 6 all One drinking fountain is required to have a spout within 36 inches of the floor and up-front hand operated controls. -- ICC/ANSI Al17.1 Sec. 602.4 Code review for: Project Id.: Franks Auto Repair Address: 1416 E Front Street Page # 2 7 bathroom Accessible toilets area required to have a wheelchair turning space not less than 60 inches in diameter. -- ICe/ANSI Al17.1 Sec. 603.2.1 and 304 8 bathroom The required clear area in front of the water closet is not provided in this toilet room. -- ICe/ANSI Al17.1 Sec. 604.3.1 9 fountain The required clear area in front of the water closet is not provided in at least one compartment. __ ICe/ANSI Al17.1 Sec. 604.8.1 10 bathroom The top of accessible water closet seats shall be 17 in to 19 in above the floor. -- ICe/ANSI Al17.1 Sec. 604.4 11 bathroom Grab bars need to be shown on the plans that comply with ICe/ANSI Al17.1 Sec. 604.5 12 bathroom Accessible toilets and sinks shall have a maximum height of 34 inches. -- ICe/ANSI Al17.1 Sec. 606,3 13 bathroom Provide at least one mirror with the bottom within 40 inches of the floor. -- ICe/ANSI Al17.1 Sec. 603.3 14 stairs The stair{s} indicated does not provide the required minimum width. -- Sec. 1009.1 15 stairs The maximum rise of a step is 7 inches and the minimum tread is 11 inches. -- Sec. 1009.3 16 stairs A handrail is required on both sides of the stairway. It is required to be 34 to 38 inches above the nosing of the steps. -- Sec. 1009.11 and 1009.11.1 17 loft A 42 inch high guardrail with a maximum opening of 4 inches is required where step is greater than 30 inches to floor or grade below. -- Sec. 1012.1, 1012.2 & 1012.3 18 stairs The enclosed usable space under the stairs is required to be protected by 1 hr. fire-resistive construction. -- Sec. 1019.1.5 AGENDA 4I( BUILDING APPLICATION REVIEW COMMENTS DATE: OCTOBER 4, 2004 LOCATION: SEND COMMENTS TO PERMIT COUNTER ITEMS TO BE REVIEWED: 1. REVIEW PLANS FOR A NEW 3900 SQ.FT. AUTO REPAIR GARAGE/SHOP TO BE LOCATED AT 1416 EAST FRONT STREET FOR FRANK CHAMBERLIN. 60 A Sewe✓ any-- Wad vr, rxn-) efilnliO QJ afar af ea> AliatwnLitj teiin .S T.M DP 1 U r +mac,) l "a°"'"`) i 2 d'<-Q JQ- C.�tQT• -cam. T li x.." -A b-av Ca .6 n p hi w a t texit c t d U imaltsPc ts'Ttrt ATE E° tORTtiz.Ms 4 4000o 2 O F EroKIOM ter 'batz_opmL -NT toILL CoHT kJ Tic, re 1000 (ApproA). W T mE (a s I 7 $G4hC o r /3 FP Skit sewer cony, ee -rrot4 FlD t1St -2 Fexr TheK i14-IS stj sT•vt 'brzAiu e. 3`s 4 45 °O 0 etc, cu. Dtz A.( 14 WtTNlµ F3LDC T e13£ DirecreO /N To sA- fri,Setct. PLEASE SUBMIT COMMENTS TO PERMIT COUNTER, THANK YOU TRENIA F. GAIL M. JOHN H. G RY K. KEN D. RON B. SUE R. BILL H. Cg s t N c r k i o ST41' Erich CHAPTER 3 TRANSPORTATION 4. In areas without a curb, either an asphalt or concrete driveway is permitted, subject to the applicable Standard Detail Drawing(s). _1_,\ 5. Joint -use driveways serving two adjacent parcels may be built on their common boundary upon formal written agreement by both property owners and approval of the City. The agreement shall be a recorded easement for both parcels of land specifying joint usage. 6. Grade breaks, including the tie to the roadway, shall be constructed as smooth vertical curves. The maximum change in driveway grade shall be 8 percent within any 10 feet of distance on a crest and 12 percent within any 10 feet of distance in a sag. 7. No commercial driveway shall be approved which requires backing onto the sidewalk or street. 8. No driveway apron shall extend into the street further than the existing or proposed face of the curb. 9. Driveways at intersections shall be located as far as practical from the corner. In no case shall the driveway be located closer than twenty-five feet of a regular crosswalk area at an intersection or other designated crosswalk area or within ten feet of a side lot line in an alley. 10. No driveway may be located so as to conflict with power poles, street lights, fire hydrants, or other above ground public facilities. 11. Driveways shall be separated by a minimum of 15 feet and shall be no closer than 71/2 feet from the property line. 12. Culverts for driveways are required when the street is not improved with curb and gutter. Culverts shall be 12 inch diameter, 30 foot minimum length with 3:1 beveled ends. B. DRIVEWAYS ON ARTERIAL STREETS See the applicable Standard Detail Drawing(s) in the attached Appendix to this Chapter for more information on requirements for installation of driveways on arterial streets. In addition, the following shall apply: 1. Driveways on arterial streets shall be no closer than 75 feet (measured along the arterial) of any other such access, including access on the opposite side of the street. Arterial access may be located directly opposite each other. 2. No driveway access shall be allowed to an arterial street within 150 feet of the nearest right -of -way line of an intersecting street, except where one way streets may be involved. 3. Within the limitations set forth above, access to arterials streets within the City shall be limited to one driveway for each tract of property separately owned. Properties contiguous to each other and owned by the same person are considered to be one tract 4. Driveways giving direct access onto arterials may be denied if alternate non arterial access is available. Deviations from these arterial driveway standards require approval by the City Engineer. 3B.14 STREET INTERSECTION SIGHT OBSTRUCTION A. General. Notwithstanding any other provision of this standard, no sign, fence, hedge, shrubbery, natural growth or other obstruction installed, set out or maintained which obstructs the view of motor vehicle operators at an intersection within the sight areas defined in 38- 150(6) and between the height limits defined in 3B- 150(C). 3B- 150(D) specifies what constitutes an obstruction to the view of motor vehicle operators. For the purpose of this standard, "intersection" shall include: the intersection of two public streets; the intersection of a commercial driveway with a public street; the intersection of a residential driveway with a public street; and the intersection of a private street with a public street. B. The sight area at an intersection defined. The area bounded by setback lines, or bounded by setback lines and the edge of the traveled lane. Setbacks for intersection types are as specified in the following paragraphs. 1. Major Street/Minor Street. Intersections of this type have no control or flashing yellow on the major street, and a stop sign or flashing red signal on the minor street. Private commercial driveways (which Chapter 3 Transportation (February 2010) Page 9 of 35 Municode Page 1 of 1 14.40.120 Improvement of parking spaces. A. Any parking spaces provided to comply with the terms of this chapter, other than for single family detached residences, shall be improved in accordance with the following requirements: 1- They shall meet the requirements of the clearing, grading, filling and drainage regulations set forth in Chapter 15.28 PAMC. 2. They shall be graded and paved with a hard surface pavement of portland cement concrete, asphaltic concrete with a structurally adequate base, or other hard surface pavement acceptable to the Director of Public Works and Utilities. All parking spaces shall be clearly and permanently striped in conformance with Public Works parking lot design standards. Wheel stops shall be installed where necessary to prevent encroachment upon public rights -of -way. The Director of Public Works and Utilities may allow for an exception to hard surface pavement for developments in the Industrial Heavy Zone, provided that adverse impacts to stormwater drainage, surrounding properties, and public infrastructure are mitigated to the extent the Director deems reasonably necessary and appropriate. 3. They shall be accessible, at all times, from street, alley or driveway intended to serve such off street parking. 4. Improvements of parking spaces shall meet the Americans with Disabilities Act standards. B. The City may grant permission for temporary occupancy of a building or structure even though the parking spaces required by subsection A. of this section have not been fully completed, provided that an improvement bond acceptable as to form and amount by the City Engineer and the City Attorney is posted in the amount of the estimated value of the construction of the parking facilities. Before granting such temporary occupancy, the Director of Public Works and Utilities must determine that construction of the parking facilities prior to occupancy of the building would not represent sound construction practice, due to weather conditions, availability of materials and /or difficult site conditions, and the acceptance of such bond is therefore appropriate. Improvement bonds may be accepted for a period not to exceed 12 months. During the period before final completion of the improvements, the parking facilities provided shall at least be graded and graveled and be maintained in a good condition. 0. Uses requiring six or fewer spaces may occupy a building or zoning lot for up to 12 months before compliance with subsection A.2. of this section, provided the parking facilities shall at least be graded and graveled and be maintained in a good condition. At the end of the 12 -month period, the parking facilities must be in compliance with subsection A.2. of this section, or a bond must have been provided and accepted in accordance with subsection B. of this section. (Ord. 3161 1 (part), 4/30/2004: Ord. 3135 2, 2/14/2003; Ord. 2787 6, 12/28/1993, Ord. 2740 2, 1/29/1993; Ord. 2228 15. 8/31/1982) http: library. municode. com print. aspx? h= &clientID =15090 &HTMRequest =http %3 a %2 f%2flibrary.munic... 2/1/2013 Municode Page 1 of 1 14.40.160 Parking lot activity standards. All parking lot activities shall comply with the following standards: A. No such activity shall occur in parking spaces directly in front of entrances or windows of a building. B. Such activities shall not occupy more than ten percent of the total number of spaces in the parking lot. C. Such activities shall not block entrances and exits to the parking lot or fire exit doors of any buildings. D. Such activities shall not occur in parking Tots containing fewer than 20 spaces. E. All such activities shall comply with all other applicable City Ordinances and State Statutes. F. Each parking lot activity shall only be for a period not to exceed 30 consecutive days for private businesses and 60 consecutive days for private non profit and charitable organizations within a one calendar year period. G. The location and activity shall not endanger the public health, morals, safety and welfare. (Ord. 3389 3. 1/30/2010; Ord. 3161 1 (part), 4/30/2004: Ord. 2568 2, 3/14/1990) http: library. municode .com print. aspx? h= &clientlD= 15090 &HTMRequest =http %3 a %2f /o2flibrary.munic... 2/1/2013 Code review for: Project rd.: Franks Auto Repair Address: 1416 E Front Street Page # 3 19 stairs The maximum size of an opening in the railing at the stairway is 4 inches. -- Sec. 1012.3 20 Roof The roofing on this building is required to be Class C or better. -- Table 1505.1 21 office All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.1 & 2406.3 22 office The support for this beam is not continuous to the foundation. ...-' AGENDA BUILDING APPLICATION REVIEW COMMENTS DATE: OCTOBER 27,2004 LOCATION: SEND COMMENTS TO PERMIT COUNTER ITEMS TO BE REVIEWED: ~ 1. REVIEW THESE REVISED PLANS, PREVIOUSLY ROUTED ON OCTOBER 4TH ,-1" ~~J\D\,4..S FOR A NEW AUTO REPAIR SHOP AT 1416 EAST FRONT STREET FOR FRANK ftl,v -:v('8N ~ CHAMBERLIN. HE HAS SHORTENED HIS BUILDING AND TURNED IT EAST & pfO-yf'} .~_. WEST INSTEAD OF NORTH & SOUTH. ~ 2. REVIEW PLANS FOR A 528 SQ. FT. DETACHED GARAGE TO BE LOCATED AT ~ td LD 1114 EAST 4TH STREET FOR LYNNE LOHR. (;1 IC- Jf'~) 3. REVIEW PLANS FOR A NEW 1677 SQ. FT. SFR WITH ATTACHED 484 SQ. FT. qs ~ ~ GARAGE TO BE LOCATED AT 2231 WEST 16TH STRI=ET FOR OLYMPIC LAND J ..i45" rll DEVELOPMENT. :sa"'.SeI4J. +0 p""'pe......, (,IIJ."~~ ;/~r dwy/""k;; 'frtE;~ 4. REVIEWPLAN~~~7D;TA~~~P~~~~GTOB~/ ('5It"u~bl.nsl-~ .rf1 V LOCATED AT 502 EAST 1ST STREET FOR SERENITY HOUSE OF CLALLAM ., v COUNTY. 5. REVIEW PLANS FOR A 313 SQ. FT. ROOF COVER OVER EXISTING PATIO TO BE LOCATED AT 1421 SOUTH PINE STREET FOR LANA HIRSCHFIELD. t? j::... ''I' f/l.17 6. REVIEW PlANS FOR A 1232 SQ. FT. MANUFACTURED HOME TO BE LOCATED .J.,- . ~ .z..... ..t-,(!I.'( // 4117 SOUTH C STREET FOR JOSH ARMSTRONG. Stz.J1.5ewe."'4~d ILAt e~~ aT ~tv~ ,..}-/' Sewer" WI/...l- '$E:"~""""/~ L.I~- rpu//""fr,v~~1- 'r.L t7 4;~('Iltp' 7. REVIEW PLANS FOR A 1512 SQ. FT. MANUFACTURED HOME TO BE LOCATED t'11 't:~~ 71" ~.e. AT 1605 WEST 16TH STREET FOR NANCY WEATHERLY. -:;/:IJ..J I. ()",(If).a6f".J-O Ilddres5 /fpPS- oS ~~vov 2.538'wll;- '7'~!E Jr 'rl'lf ($ c}-f5'"fr'.e/w ~ 15GJ:/10~~ . Qs!J2. If Itf,D ~7.dr a~~() 74S?fl.. el tl. ep?1t1. r;!itt/I/ ,~' I - I A~() ~ ~ 0'( I' PLEASE SUBMI;{ COMMENTS TO PERMIT COUNTER, THANK YOU 1;Jz,.5!!!.. " TRENIA F. GAIL M. JOHN H. GARY K. KEN D. RON B. SUE R. BILL H. .;t Z '5l) ~ M 1lId'45~ 1f 1~~qlr1) c=;.v....n :;r' ex: '~ 22175 S. HWY. 9UE CANBY. OREGON 97013 1503) 263-6963 503) 266 - 7 I 02 (Jl' AX) rl "0'-0" h ''''-0'' 17'-0" t ,,,'-0" ~ I I I c.. ~ I ~ ['1 0 I ~ ell .. I .. we 0 "! l( ;v III Cll!: I Z ~ Gl I:~ I I I ~. ~ I lJ C ~ ;0 ~. r- Z CJt' III IJo I O. 1ZI I !l 1ZI ~ I ,/" ~( V I r:~ 0 I 'J r-C lC clll ~ OJ.. N "! 01. 0 I < ~ % I ~ ~... I ...9 ~ 0 I lJ ~~ III e ;0 III r- 1~ z ...... III 0 I I ~- 1ZI ~ I 1ZI I 1'1. 0 I ~ ClJ ...;v N Ill... ~ ...... 0 ..... I ~ 7 . 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"'0 I r. Vln 00 '~ 01 11 ~n ",~ MC .. lll:v 011 ... "'~ I v ~.. 0 :00 :: rc Z C .. 0 ~ r- ~ .. ~... ;0 ~~ III~ ...~ r- VlZ r- "'1'1 III [. Z 1Ir- 1"'11 "'- "'IIl 110 ~Z III Z ;u ~ ~'" I III ~ 111011 " J OIl l,." J I ~A 0 ~ I :'>0..0 WIN R/O / $ ~ ., '"'- lI)Qo M & W BUILDING SUPPLY CUSTOM POLE BUILDINGS (~) FRANK CHAMBERLIN 4005 STILLER RD PORT ANGELES. WASHINGTON 40' w 1 ClE . 96' LUrll:;. 14' EAVE ROOf' LOAD L J VE'-- :!f\"--,::'-::"r:-- DE""D LOAD. :J P'_V WIND LOAD, 80 MF'H t:::<F" C ~EI~MJC ZONE, :3 F"OUr-lOAl ION F'F'E~.':.UF'E' 1500 F'~,F" L""l. S.OIL BEAf-'INC-,' 150 P~F BUILDING DE~lo:;r.j J097 UI:1C CLOSED I:lUILDING, COUNTY: CLALLlIM [NGIN[[~~ O[~IGN ~[~PON~I~ILIT I[~ A~[ LIMIT[D [~CLUSIV[LY TO THO....[ (I0CU!-1EtH'-' ~[ARINr-, HIS S[AL AND 5.IGNATURE. ANY ALTi:R- ATIONS TO THi:Si: DOCUMENTS OR THE PHYSICAL STRUCTURE BY ANY f'[~SONS O~ AGENO SHALL VOIO SAIO DOCUMENTS AND RELIEVE ENGR OF DESIGN R[SPONSIBILITY. AND ~AY CREATE LIABILITY ISSUE FD~ THEMSELV[S DR/>IIIINC.S />IR[ FOR STRUCTURAL COMPLIANCE ONLY, THEY AR[ NOT 10 ~[ CO~STRUEO AS HAVING ~[EN PREf'ARED FO~ BUILDING USE, OCCUPANCY AND/OR FIRi: L LlrE-SArEIY REQUIREMENTS or LOCAL CODES OR AGENCIES. $LAII" HAIRPINS SHOIIN rOR C[J<.IS1RAINMi:NT ONLY, DESIGN MI~, THIC~N(SS. CJ's. L REINFORCEMENT BY OTH(R~ THIS STRUCTURE tlAS NOT 8EEN DESIGNED rOR USE IIITH INTERIOR FINISH MATERIALS SUBJECT TO DAMAGE OR FAILURE DUE TO LATERAL MOVEMENT I< I T SCALE GLC...."'M 1~. NONE 4.......J9/04 MW042:57 ~ III o ~ ~ o ,@ PI Q .. '" Z o ~~ nO - 0 ~ 46 ~ o ~n ~ o vO Z r- "'c ~ z '0 . 1O~ I ~ o . > ~ ~ n ..; (5 :z 128 v C ~ r Z .. 0"- ,III n: "'~ -iO {1 111'1 v~ l.1 ~-:::t-l , x :uU ~o . o~~ 8zw r ;0 crl> ~zn ZPlPI -i ~ ~ ~ Q ...... PI l"l '" 4 ",'" Z :z "ox I.... 0 0 1001 0 0- ~ '" n 11 t-lr- 04 . oelD '" 0 C ~ > o.~o I 0.0 r- 1 <5 ~ ",Zo 128 0 C r- Z U) ~~ 1\ 0 ~ Z ~:~ > l"l Z .s '0, --l n ~ '0 ::j 0 z 0'-- ,III. O' "II 40 -(1 111'1 v~ l.1 r ID ~ Orlll 00... -"0'" ~]Ii 0-4 . zZ:u III Oc . ;U ~ =;j:)o s.C.u lIijl> 1I",~ C!:: Z 0"'0 ~ ;111 rill.. !"..O z:u 00 ~O ",C wl!' W'" r4 0;0 Oe J<:III Zlll () <Y/- METAL SALES PRO-PAI'IEL II(TM) FOAM /. RIDGE CAP FASTEN OR EQUAL. 0.0165"=1: CRADE E CLOSURES W/ STITCH SCREWS STEEL SIDING & ROOFINC. "-'~ AT ALTERNATE RIBS FASTEr" w/ 1 1/2" CAD. PL~ATED ~ SCREWS 11'0 @ 9" 0/<: ""'\ ~ ~~- 6- 20d ~- ..- .----- /::// EA SI()E~--'~~~/' ;/>~-2''''3 "T" .----="'.-. _~------ --.:::::-:::::----. ///' BRACE /< - - --:::.::..."':-:::::.- d;/ I. BUILDING PAD '"AU. BE CONSTHUCT!:J> ON !Z:VEL SOIL. Z. COLUlIN POOTINC CONCIlETE BACKnu. SHALl. BI!: CASTE ACAINST EXISTlNTC UNDllmlltBr;D BOIL TltE 'IZE AJoID 'HAPE SIfOWN ON DRAWINGS. (\I,O,N.) 3. AU. WORK SHALl. BE IN ACC'ORDANC'E wlm LOCAL CODES AND ORDINANCES. AJoID nlE LATEST EDmON 0.. mE UNIJ'ORII BUILDING CODES 4. BOLT HEADS .. NInS BEARING ON WOOD SIlAU. HAVE STD. PLATE WAllHDIS. BOLTS SltAu. m: ASTN A307. BOLT HOLE DIA. SHAU. BE I/Ill" LAllCIR mAN BOLT DIA. 6. STRUC'I\IRU lfI1ZL SHAPES AND PLATES SHAU. BE ASTM A38 UNLESS onlEJl1J131 NOTED. e. REIIAR SHAU. 81 GRADIl 40 UNLESS ontERWlSE NO'I'ED. (II.O.N.) 7. COIlCIIE'I'E .-oR roonNGS It SLABS "('-2600 PSI .. IIIWIINO BLOCII8 SHALL BE PRE- DRlu.ED PRIOR TO 8Erl'1NG 20<1 NAIUI 8. 20If IWUI SIW..L . CALV. BOX TYPE 10, BOLT IIOUI:S SHAlJ. BE DRILLED STRAIGHT AND PERPENDICUI.AIl TO nlE COUlIIN "ACE TO ASSURE ruu. BOLT BEARING II. BEE 7RUSS DRAWINGS PaR DOUBLE TRUSS BLOCKING RflQUIRDIENTS 12. AU. e. "UBERS SHAU. BE ROUCH SAWN AND '!'REATED TO 0.8<1 RET W/ teA TYPE C. 13. NO 0'I1tER MATERIALS SHAU. BE IISED W/O II"W BUILDING APPROVAL CD NOTES ____ BUTT TOP 2><3 //'"' --rIOH,. TO COLUMN ,..-// TO SIDE OF ENDWALL COLUMN w/ 4-20d (TYP) TOP 2><3 RESTS ON &: IS NAILED TO EA BOTTOM CHORD W / 2-20d (TYP) @ "T" BRACING DETAIL PURLIN BLK TO TRUSS/ RATER/OUTRIGGER W/ 3-20d EA SIDE (TYP) OUT RIGGER TO COLUMN 6-20d EA SIDE-" 2>< OUTRIGGER-, ~ FASCIA W/2- :::!Q." INTO EA OUTRIGGER (TYP) - 2....6 MSR 1650 EAVE GIRT JOIST HANG TO OUTRICGER W/ SIM LU26 EA Et~D (TVP) (7) OVERHANG DETAIL .,.- '2" E[ICE ---- DISTANCE 3" 3" 0.C. 3" 0.C. 3" 0.C, 5/8" BOLT THRU TRUSS (DO t~()T DAMAGE TRUSS F'LATE) &- W/ 8-20d EA SIDE (T'("F') I lOW 0 0 I ...l<l, wtr ~ wo t- I/lw o () ...lm 0'1 r I , lD 0 I III 2_-(:;:.:;2'4" BL':>C.< W / 4 -~/6" DIA MB.. w/ WASHERS EA SI[IE (T'(P) 4" CONCRE1E SLAB w/ II 4 .. L" BAR IN FOOTING ..... 24" DIA COI'lCRET E E'sAC"'.rILL ALL COLUMI'IS (r,'p) @ CROSS SECTION 2'-0" 1/4><4' "L" REBAR 24" EMBEDMENT II'ITO FOOTIt-IG # lOx I 1/2" SCREWS . 9- O.C. FASTEN AT EACH GIRT OR PURUN (2 @ N.T.S. HAIR PIN (TYP) ALL EXCEPT CORNER COLUMNS TYP. PANEL W/O EXTENDED LEG 13-20d TOTAL CONTINUOUS 2><6 (SPF C1650F 1.5E) SOLID MEMBER BETWEEN BOTTOM CHORDS NAIL EA PURlIN TO BLOCK W/ 2-20d (4 REOD) NAIL PURLIN TO PURLIN W/ 2-20d (TVP) 1 Od C> 1 2" 0, C . 5T AGeE RE D FROM EA TRUSS FACE ~OCKING i::;:uss CHORDS 2>< PURlIN BLOCK NAILEO THRU TOP CHORD/RAFTER W/ 4-20d (2 EA SIDE TYP) TOENAIL PURlINS TO EA TRUSS w/ 1 -20d (TYP 3 TOTAL) DOUBLE TRUSS (OR RAFTERS) CID @ BOTTOM CHORD SOUD BLOCKING PURUN BLOCK NAIUNG u~ 1/4" MIN EDGE DISTANCE 2 1/2" MIN D.C. 2 1/2" MIN O,C. 2 1/2" MIN D.C. 1 :2 I 4 I ffi \g,J 2-20d BLOCK TO COLUMN (EA END OF BLOCK TYP) 2x6 MSR J 600 o 24" O/C W/ 2>< BLOCK EA END 2-20d GIRl "0 2',- BLOCK (TVP) 2-.-10 PT SKIRT BRD W/ 3-:20d EA END TYP GRADE lD I ~ lD I .. CID ENDWALL fRAMING M & W BUILDING SUPPLY CUSTOM POLE BUilDINGS FRANK CHAMBERLIN 4005 STILLER PORT ANGELES. RD WASHINGTON q(~, 22175 S. "WY. 99E CANBY, OREGON 97013 (603) 263-6963 (603) 266-7102 (FAX) 40' wI DE - 96' LUtK; 14' EAVE 2 ROOF LOAD' LIVE 25 F":,F DEAD LOAD, 3 psr wINO LOAD, 80 MPH EXP, C $E I $M I C ZONE, 3 rOUNDA'T ) ON PRE':,~.UF!E' 1500 F":'F LAl SOIL BEAI<'ING 150 F'SF BU) L 0 I NG DE S I GI~ J 997 U BC CLOSED BU1LOING COONn, CLALLUM ENGINEERS DESIGN RESPONSIBILITIES ARE LJ"ITED EXCLUSIVELY TO THO~E UOCU"ENTS BE~RING HIS SE~L ~ND SJGN~TURE ANY ~LTER- ATION~ TO THESE DOCU"ENTS DR THE PHYSIC~L STRUCTURE BY ~NV PERSONS DR AGENCY SHALL VOID SAID DOCU~NTS AND RELIEVE ENGR Of DESIGN RESPONSIBILITY. AND HAY CREATE LIABILITY ISSUE fOR THEMSELVES DRAIIING$ ~RE rOR STRUCTURAL CO"PLlANCE ONLY, THEY ARE NOT TO BE CONSTRUED AS HAVING BEEN PRePAReD rOR BUILDING USE, OCCUPANCY AND/OR rlRE &. LlfE-SAfETV REQUIREMENTS or LOCAL CODES OR ~c.[NCIES. SLAB &. HAIRPINS SHOIIN fOR CONSTR~J""'ENT ON-V. DESIGN MIx, THIC..-N(-:.::', C-J's. &. REINfORCEMENT BY OTHER$, lHI$ SlF<UCTURE HAS NOT BEEN DESIGNED fOR USE WIHt INTERIOR fINISH MATERIALS SU8~ECT TO DAMAGE DR fAILURE DUE TO LATERAL "OVEMENT SCALE NONE GLC/RM 4""19/04 KIT M\.I04257 r--- ~ORTANGELES . /:. /~ <'".:0 r--:~'.:-;--.. "f f ( i . . J J " ~> . ~':.:~ \\'>...-., ", 1.,.",.' I i' "-. ,-:.:.:/ IJ ".~ ':-~.J-'''''-e WAS H I N G TON, U. S. A. PUBLIC WORKS & UTILITIES DEPARTMENT December 2,2004 Frank Chamberlin 4005 S. Tiller Rd Port Angeles, W A. 98363 Subject: 1420 East Front Street Job# 9772 Dear Frank, Per your request for electrical service, a cost estimate has been created. The cost for labor and materials supplied by City Light to serve your property is $4,455.73. This estimate is good for 180 days. This estimate is subject to change as your company provides additional information. ........ .:t. - IS' The customer/contractor will be responsible for the following: ~ 1) 2) 3) 4) 5) Surveying and staking the property. Clearing, grading and bringing the area to final grade before installation of electrical facilities. Trenching, backfilling and restoration of the entire job. The primary cable trench. must be a minimum of forty-seven (47") inches deep trench, twenty-four (24") inches wide. The trench must meet the requirements of: WAC Chapter 296-155N "Excavation, TrenchinQ and ShorinQ". All excavated material shall be placed no closer than two (2) feet from the back edge of the excavation and any excavation over forty-seven (47) inches in depth will need shoring. Backfill and compaction will be in accordance with SpeC# UM 001-P. Providing a 24/7 all-season road for maintenance. All required permits. (Trenching in the R/W, Electrical, etc.) Payment of the estimated job cost: $4,455.73. ~ ""i \!1 '1 \ '1 d 321 EAST FI FTH STREET · P. O. BOX 1 150 · PORT ANGELES, WA 98362-0217 PHONE: 360-417-4805 · FAX: 360-417-4542 · TTY: 360-417-4645 E-MAIL: publicworks@cityofpa.us The City will be responsible for the following: 1) Providing and installing the cable(s) and conduit. 2) Installing a conduit riser with primary termination. 3) Providing and installing the O/H service wire to the meter base. 4) Providing and installing the electric meter. If the actual cost of construction exceeds the estimated amount, there will be no further billing. If the cost is less than the estimate, the difference will be refunded to you. Work will be scheduled in five (5) to six (6) weeks after the receipt of the payment for $4,455.73. This allows for engineering design, scheduling the City Light crews and the requisitioning of materials. If you have any questions or cOncerns, feel free to contact me. Jo Electrical Engineering Specialist ihebner@citvofoa.us 360-417-4706 Cc: James Harper, Electrical Engineering Manager Alan Oman, Electrical Inspector Roger Vess, Permit Technician File Attachments: 4 Ret VVF17765101 ,v~.~__.~ . .-.__ 02/02/2005 ~- Will c.aJJ.. 21:08 4579270 .l.Pr- //lSe,€f-d:r'On l~l1Y S ~ Electrical Contractor [J Owner ~_~""[# CI Ann'IRIPcrmit (J Alarm 0 Carnival CJ Commercial SIMPSON ELECTRIC PAGE B1 . ELECTRICAL WORKPERMJT APPLICATION CJ Request Inspection . o Residential Cl Residentia.l Maint. CI Signs l:l Thermmi:tat C Telecom. Elec~al contractor name T"'"_/_ _ 0 _ , ..;) I 1htd,0:5fJrl c:~, c.... Purch..e,', ailing add...." f..I ' , . 1 .;).L/~Or.'" "9IJW~ /0/ l/V Clip .Il S"'.. TP . .,..,.. WA- 9<:f363 FAX number Liccn!lc number Tnstalla.tion description U) ,'f!..e rfeuJ &ho;:J , Job wired by )l Eleurical Contractor [J Owner City [J Cash 0 Check II ) her-cbv, cenify that 1 am the owner of tbe above named property or a licensed ~.fi) D' Tedit Card I!>a. Ma9tcrcard ISCOver electrical contractor (or the firm's authorized "gent) and am making the eleclrical in~t311ation or alteration in compliaTJcc with the electrical law. Chapter 19.28 RCW. Card'# _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ x ... C" cl.c"lcol Z'. or eleetrical 3(hnlnistratnr . Expiration Date of card WALLS Insulation Only CEnlNG Insulation Only lHERMOSTAT D"l~ Appravell Ry SERVICE .:2 /bO Ie ^!'lflI'flVed Sy I~)KOV" ~O ^flr"t'" By PAU' AplIrovcd By OllIe Af7flm\lcllfly ~ ~ -J. '() O.lIe ^JII'f'Ilv..<l By hb~~Cov.. ,+d} / )'Ale ^"prav!ld Dy DITCH ~u.uEK Electrical Load Additlolls and or sultlractlons IJ NO LOAD CHANGES D Baseboard KW CJ Fumace KW a Heat PumJ) _ Ton _ LAR IJ Fan-Wall KW ~LJlI.ce Infonnatlor:\ ~Overhead Sl:!rvice a Temp Service o Underground Servica Vollage ~ Pha.e )lit, IJ 3 Service Size:.;2c-lL I/-t>'fr Feeder Size: lnspect;nn Date Area, Huilding or Equipment lnspected Actio., Taken Electrical Inspector NN ~~ k.... Nor- ~'rk.-- ;1tJf} 2-/3 Ie> 5' ~-D ,/ APPROVED NOT APPROVED o ................... DITCH ................... 0 o .............. ROUGH IN/COVER...... ... .. ... 0 o .................. SERVICE .................. 0 CORR:T;~~~ . ~~~~@j~~: .. ~ .. .;.; ... 0 6t.~.,u{f /'"u/rl L t/ L/.N~ <; ,kUAl 1/) ,t('OL1 &Nt:) ~~~ h ~.AlS/ON rY~<; u//U- ~~s DATE ~~'OR .J:_ .:S ADDRESS /~/<:5 B -dV'l ...- -~... IEllE(clrrRl~C~l ~~~!P>IE(clrU))~ W~IRl~U\!lG 1RllEIP00lRllr 417-4735 I ~ ~~-=~~11t ~. ~ /f., .,~ NOTIFY INSPECTOR WHEN CORRECTIONS ARE COMPLETED WITHIN 15 DAYS OLYMPIC PRINTERS, INC. (360)452-1381 - DO NOT REMOVE - 12/23/2004 01:28 4579270 SIMPSON ELECTRIC PAGE 01 . ~Eleclrical Contractor 0 Owoer ~ a Annual Permit CI Alarm CI Carnival ~ Commercial "1 ELECTRICALWORKPERMITAPPLlCATION ~ ReQuestInspection (J Residential 0 Rr:~jdenti81 Maiot. 0 Signs 0 Thermostat 0 Thlecnm. c I at, I)ecnsc number In,tall";on d".';pt;on \'; / eW-p2l'V/'1..0 <.. evJI'c;f):r Job wired by o Electrical Contractor 0 Owner ~A_ State ZTP fpA FAX number 1'(;1 (3 0(.. cA.. r't> FVD"'- (- ~/57 ....11:?i o Cash 0 Cheek # I hereby certify that T am the (lW!lCT of the aboye named property or a licenlOcd ~lcctTic:al contractor (or the firm's authorized agent) and am making the electrical jn!ltallation or alteration in compliance with the electrical law, Chapter 1.9.28 RCW. o Credit Card Card # Visa Mastercard Discover ---------------- ~Iec:t?cal Rdmini!itn.tIJr Expiration Dale of card snSPtrte ~ <-I () x WALLS In~1I1ati(l" Only CEILING ln~ulation Only THERMOSTAT SERVICE D~le AIlClf(l~ctl B)' DII~ ""rrmve.1 Hy DI\I~ Ilrrmvell Ry DMt hpprtrVod 9)' DITCli Fm>ER Cover Cover Ollt AIlProvt'd 8,. D"le ^I'I""'Yel'! Ay Oft!e ^llOtO,,~d Dr DlIlt ^rl'",ye.;l ~y ,Electrical Load Additions .n!U>LS.llJ:,-ttll.<1.tlons i:J NO LOAD CHANGES CJ Baseboard KW C Furnace KW o Heal Pump _ Ton _ LAR CI Fan-Well _ KW Service Information [J Qvernead Service o Temp Service o Underground Servlca Vo~ege Phase C11 CI 3 Service Size: I=eeder Size; ITHlpectiQn Area. Building or Equipment In"~pecled AClion Tak:en Electrical Drto . ln~pectoT 17.-,Yta AA- '0 K--- ~eA"'~D 0"'- S. Sr.e a+.AfL 11_ _ ,0. f ~ B~ ?R I'. Te.r...-. ~ (of <e-- f , . UL L}f /J / 'J ~ -.:?'" /1'u'J Application Number Pin number Property Address ASSESSOR PARCEL NUMBER Application description Subdivision Name Property Use Property Zoning Application valuation Owner Contractor Other Fees COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 121 EAST 5TH STREET PORT ANGELES, WA 98362 04 00000905 582810 1416 E FRONT ST 06 30 99 1 0 1060 0000 COMM NEW CONST COMMERCIAL ARTERIAL 180000 CHAMBERLIN FRANK L MOORE CONSTRUCTION 4005 S TILL RD 1385 E ELLIOTT CREEK RD PQRT ANGELES WA 98362 PORT ANGELES WA 98362 (360) 457 8890 Structure Information 4280 SF AUTO REPAIR SHOP Construction Type TYPE V NON RATED Occupancy Type LOW HAZ °STORAGE Other struct info TOTAL LOT COVERAGE 27 40 CONSTRUCTION TYPE V N HARD SURFACE AREA NUMBER OF STORIES 1 00 EXISTING LOT COVERAGE 1 00 LOT SIZE 14000 00 PROPOSED LOT COVERAGE 3840 00 TOTAL LOT COVERAGE 3840 00 NUMBER OF UNITS 1 00 Permit ELECTRICAL NEW COMMERICAL Additional desc 200 SVC SIMPSON Sub Contractor SIMPSON ELECTRIC Permit Fee 95 80 Plan Check Fee 00 Issue Date 2/04/05 Valuation 0 Expiration Date 8/03/05 Date 2/04/05 Qty Unit Charge Per Extension 1 00 95 8000 ECH EL COM 101 200 NEW SRV FEEDER 95 80 Special Notes and Comments The site has been redesigned to observe the required 15 alley setback Lot coverage is good at 26% No land use issues are noted Building address sign shall not be less than 6 not more than 12 in height Numbers colors must contrast with wall color they are mounted on (Ord 14 36 050 E) When roof gutters are installed drains will located in dry wells or piped to approved storm drain locations A 15 foot building setback is required off the alley which is not identified on the plan The setback must be observed in the CA zone Otherwise no land use issues are noted Lot coverage is good Public works electrical engineering has no requirements for this plan review Electrical load calculations and elctrical permits are required Any modifications to the City s electrical facilities will be at the customer s expense STATE SURCHARGE 4 50 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 DITCH ROUGH -IN COVER SERVICE FINAL GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD YES 1 NO PW -I i02.13 (4'961 Application Number Pin number Fee summary Charged 582810 COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 121 EAST 5TH STREET PORT ANGELES, WA 98362 04 00000905 Paid Credited Page 2 Date 2/04/05 Due Permit Fee Total 95 80 95 80 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 100 30 100 30 00 00 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 DITCH ROUGH -IN COVER SERVICE GENERAL COMMENTS: !ELECTRICAL PERMIT INSPECTJON RECORD 1? il�.aS -goy' FINAL I 1""-i6" i2 t Ac.A 1 1 1 1 1 1 1 1 1 1 1 1 1 PW -I 102.15 (■1