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HomeMy WebLinkAbout311 E 9th St - Building4 Application Number 06 00001130 Date 10/13/06 Application pin number 643200 Property Address 311 E 9TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 2 7074 0000 Tenant nbr name WAUGAMAN Application type description RE ROOF Subdivision Name Property Use Property Zoning RS7 RESDNTL SINGLE FAMILY Application valuation 4250 Owner MAIKE MICHELLE M 311 E 9TH ST PORT ANGELES CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 WA 983627915 Contractor Permit BUILDING PERMIT NO PR FEE Additional desc Permit pin number 88963 Permit Fee 137 75 Plan Check Fee 00 Issue Date 10/13/06 Valuation 4250 Expiration Date 4/11/07 Qty Unit Charge Per BASE FEE 3 00 14 0000 THOU BL -2001 25K (14 PER K) Other Fees STATE SURCHARGE Fee summary Charged Paid Credited T•\Policies \I102_15 building permit inspection record05 wpd [1/4/2005] LARRY S ROOFING 352 AVIS ST PORT ANGELES PORT ANGELES (360) 452 2215 WA 98362 Due Permit Fee Total 137 75 137 75 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 142 25 142 25 00 00 Extension 95 75 42 00 4 50 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 presu to give at hod to violate or cancel the provisions of any state or local law regulating construction or the performance of constnGdtion. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date FOUNDATION: FOOTINGS SHEAR WALLS WALLS FOUNDATION DRAINAGE DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL/HOLD DOWNS WALLS ROOF CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T -BAR INSULATION SLAB WALL FLOOR CEILING MECHANICAL HEAT PUMP FURNACE DUCTS GAS LINE WOOD STOVE PELLET CHIMNEY COMMERCIAL HOOD DUCTS MANUFACTURED HOMES FOOTING SLAB BLOCKING HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s PARKING/LIGHTING LANDSCAPING RESIDENTIAL ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 BUILDING 417 -4815 T• \Pnlictec \1102 15 buildine 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 YES I NO I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FINAL FINAL SEPA. ESA. SHORELINE: DATE ACCEPTED BY. DATE ACCEPTED BY. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 417 -4735 ELECTRICAL LIGHT DEPT I I I I I I I I I CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT I BUILDING I I I I I I I I I Applicant or Agent: i 0 ri' tL. l o clan Owner C30 uGC1 (*In Address: 3 t E. 9 Architect/Engineer Contractor rri,F k.. *04S Address: PROJECT ADDRESS aii LEGAL DESCRIPTION Lot: Block: Subdivision. CLALLAM COUNTY PARCEL NUMBER. COMMERCIAL/RESIDENTIAL. Occupancy Group. No of Stories. Lot Size: Existmg Sq Ft. Total lot coverage PLANNING USE ONLY ESA/Wetland(s). Yes No SEPA Checklist required? Yes No Other T• \FORMS\B1dgPermitform.wpd Applicant: BUILDING PERMIT APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review If you have any questions, call PERMITS (360) 417 -4815 FAX(360)417 -4711 Al7 City Phone: 49 atS Phone: FOR OFFICE U,SE 02 i Date Rec. 10/1 Permit #:i/O I ;JO Date Approved. 13 d.6 Date Issued: le Zip c)03C a, jj Phone: i t State License �L r I 0 Exp• b Phone: LfJ 22 1s Cit Zip P ZONING TYPE OF WORK. SIZE/VALUATION Residential New Constr Re -roof Stove SF /SF Multi- family Addition Move Garage SF /SF Commercial Remodel Demolition Deck SF /SF Repair Sign Other TOTAL VALUATION BRIEF DESCRIPTION OF T PROJECT C) i 1 1 K m©L''�- eki h1si ioa\ ib (lit -f c� r \Axe zr �Sh ,,rx4Ie I Occupant Load. Construction Type: Proposed Sq. Ft. TOTAL Sq. Ft. 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 tune of permit issuance. EXPIRATION OF PLAN REVIEW If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section R105.3.2 of the International Building/Residential Code, 2003) No application can be extended more than once. I hereby certify that I have read and examined is application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is must obtain such permits prior to works onsibility to determine what permits are required ,not. the City's, and that I Date: 0 f 2- o to APPROVALS. PLAN BLDG DPWU FIRE. OTHER. inupv 1 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Application Number 03 00000777 Property Address 311 E 9TH ST ASSESSOR PARCEL NUMBER 06 30 00 0 2 7074 0000 Application description RES REMODEL Subdivision Name Property Zoning Application valuation 27000 Owner Contractor MAIKE MICHELLE M OWNER 311 E 9TH ST PORT ANGELES WA 983627915 Date 9/16/03 Permit ELECTRICAL ALTER RESIDENTIAL Additional desc 9 CIR IN BASEMENT Sub Contractor SIMPSON ELECTRIC Permit Fee 72 70 Plan Check Fee 00 Issue Date 9/16/03 Valuation 0 Expiration Date 3/15/04 Qty Unit Charge Per Extension 1 00 46 7000 ECH EL -R OR RM 1 4 ALT CIRCUITS 46 70 5 00 5 2000 ECH EL -R OR RM ALT ADDNT CIRCUITS 26 00 Other Fees STATE SURCHARGE 4 50 Fee summary Charged Paid Credited Due Permit Fee Total 72 70 72 70 00 00 Plan Check Total 00 00 00 00 Other Fee Total 4 50 4 50 00 00 Grand Total 77 20 77 20 00 00 Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days if construction or work is suspended or abandoned for a period of 180 days after the work as commenced or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date T \PLANNING \FORMS \l 102.15 [4/2002] c N CALL 417 -4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS FOUNDATION FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT ROUGH -IN PLUMBING UNDER FLOOR SLAB ROUGH -IN WATER LINE GAS LINE BACK FLOW WATER AIR SEAL WALLS CEILING FRAMING JOISTS GIRDERS SHEAR WALL WALLS ROOF CEILING DRYWALL T -BAR I INSULATION SLAB WALL FLOOR CEILING I MECHANICAL HEAT PUMP 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 8's SEPA. PARKING /LIGHTING ESA. LANDSCAPING SHORELINE. FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY /USE RESIDENTIAL ELECTRICAL LIGHT DEPT 417 -4735 CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417 -4653 PLANNING DEPT 417 -4750 I BUILDING 417 -48I5 T\PLANNING \FORMS \1102.15 [4/20021 BUILDING PERMIT INSPECTION RECORD YES NO DATE YES NO COMMERCIAL DATE ACCEPTED YES I NO 1/ /6 o.3 I I I I I I I 1 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W PW ENGINEERING FIRE DEPT PLANNING DEPT BUILDING I I I I I I I I I I ~, . CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT -BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 ~.I:'......"",g.....vu ...'tUllWC;:1.. Property Address ASSESSOR PARCEL' NUMBER: Application description Subdivision Name Property zoning~,; . Application valuation u~-uuooo777 Date 8/1~/03 311 E 9TH ST ~6-30-00-0-2-7074-0000- RES REMODEL 27000 Owner Contractor MAIKE MICHELLE M 311 E9TH ST PO~T ANGELES OWNER WA 9836~7915 , ' -----;------------------~~-------------------------------------------------- Permit . . . . Additional'desc Permit Fee Issue Date Expiration Date BUILDING PERMIT -RESIDENTIAL 434.95 8/12/03 2/09/04 Plan Check Fee ~ Valuation, .. 173~9B 2700Q BASE li'EE 2.00 10.1000 THOUBL-25,OOl-50K (lp.l0 PER K) Qty Unit Charge Per Extension 414.75 20.20 -~...----....- -~'-'_.. - -.. - - - -- - - - -;..- - - - - - - - -'- - ~ - - - - -.... - _.: - -"- - - - - - "'!' -- -- - - - - - - - - - - - - - - ----' Permit . . . . Additional desc Permit Fee Issue Date Expirati,on Date MECHANICAL PERMIT liB.75' Plan Check Fee B/12/03 Valuation 2/09/04 .00, o (>) Qty unit Cha:J:ge Per Extension 47.00 21.75 50.00 - - BASE FEE 3,.00 7.2500 ECH ME-VENT FAN 1.00 50.000Q ECH ME-WOOD STOVE ------------------------'------------------------.---------~----....-------~---- Permit Additional desc Permit Fee Issue Date Expiration Date P):,oUMBING PERMIT 75.00' Plan Check Fee 8/12/03 'Valuation 2/09/04 .00 o "", '" Qty Unit Charge Per Extension 47.00 28,.00 -0 ;t' BASE FEE '4.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP ----------------------------------------------------------------....----------- Other, Fees STATE SURCHARGE 4.50 Fee SU1lI1IIary Charged Paid Credited Due ----------------- - ---------- ---------- ----------- ---------- Permit Fee Total 62B.70 628.70 .00 .00 Plan Check Total 173.98 173 . 98 .00 .00 Other Fee Total 4'.50 4.50 .00 .00 Grand Total 807.18 807.1B .00 .00 CI) ~ 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 la,st inspection. I hereby certify that I have read and examined this application and know the same to be d correct. All provisions of laws and ordinances governing this type of work will be complied with whether cified herein L T In f a permit does not presume to give authority to violate or cancel the provisions of any s or 10 al law regula g struction or e performance of construction. Signature of Contractor or Authorized Agent Date T:\I'LANNING\fORMS\IIQ2.IS [412002) I ~:;~'::,:;~~f,;j}~~ )'>:: \;; ,~~~ , (;"r~' . .;~ - 'fft~> " :.,,"~-- ^;'<' '-'-'-:t.'~"":'6' ,C-"";:-."'J,.' ,;~ ::~!;A~.:;~:">"-'" ~ ~ j BUILDING pERMfl1~SPECTI(1)N RECORD ,J{'mv. ". .'~ '.'I ...' .., .'<J,.",!.,.! .... .............> CALL 417--.481Sl"'9R BUILDING INSPBCTIci~~;'Pl:;EASE PROVIOElX;MINIMUM 24 HQ,URNOTICB.l~lSl!NLAWFUL7'QCQ,r@t.... INSUM!FE-.OR'fql,iCE4LA1YJ}flO}ll(lJE.lTfl~!!y!PECTED AND ACCEP'{pD. POST PERMJTIN ACPNSP~CY()US LOCA71ONi ., . '.' ." . ''-"^''':"'i.,,"J,''',;''''''''''; '''', i':.,":' J"";'$;:~"'G'~;/::'"'' ;KEEP PERMIT CARD AND APPROVEDP~NSA T J(lQSlTE . . ,..:.. " ' . ~U(i "> . ',...... '..'.!; .' .' ,'i,']}" ..,c,.,,~.. ;,"".,j, ice,;, INSPECTION TYPE -:c:- -- "',DATE ACC~ , i'.. ~~fC, ,C:OM~''''<' ;'/.::."::~;,;:l1t,;, '.. .. '.. '.. 'i i . '. ,; . . , , ,', "'f',,, ",',"1 . VIS " NO "., 'FOUNDA Tt()ft; " '..;,., ' ..,':. '." "rT , . ".' . ....,' .... .' . '. ~t'i FoomuJ$ " ...., ..... :;i... '. .. WALLs ......... . ......i , , .', '. FOUNDATION ' DRAINAGE - '. ' , '"",,;' . ;0;; , ',. '. ELEC1ju~ ."" (LIGHT DEPT).,.,SEPJJV.~~~ If ';, ' ,,>,~,;,. ....,. "C",;c .'. ROtiG1H'N .. '. 0'7 I"" " ,\ , 1 , ><;')," '. .. ~r '.,...., PLUMBtI\{~ . ,'" , ..' "i ",'>' ',ii"',,:, '['"pc If';.';"" . , ',' ;...j;, UNDER.FI.OOIV SUB , . 'i" q: I~ J' . L"'''; I >.. 'r".," .ct., ~e ;;,{, .; t2.;~ _..2" .1.'1. ""~ " ROUGH.IN W A TElUJNE , .........: ..' .. -.... ,. .,..' ~.."..,,, GAS uN! .,' 2. . . " . . v.;, . " ,t.: ',' .b':.. ',' {-, J; . , BACKFI.OW/WATER ,()1(',' :,}r ...... AIR S~L :'if '" " r . '",' .."-"'-' ,". .' ' .,;,..; WALLS , ..... , I. i...('!1:b I , ," ,. ''',-,,: . CEILING " ... . '/)C,.;' I I; "'. , '.. ',-/y-tJ-$';i?VA- '...... ')~L, .~' FRAMINp .. .,',i. ,~..~' , '. .' N"- :'. "w""''''' JOISTS i GlRDEkS . ....... ", SHEA.Il wa.; , " ....,.;". ,''>..- , i , r:N'2Z. .lJ~ II -L ",iY , '. WALLS/ROOF/CEILING .... ' - I.~ i' .\1, . , DRYWAU; "o' ,. ~ ,'. .' ,. '.. T.Dd <- ,i . ;." ".' INSULATION ;;;,'", . .", ,; ;" .... . ..... .." '.' " SLAB " , I , -;.. WALL/ FLOOR / CE,LlNO .'.' , ";," . ......,.' t .., .... . MECHANI~ "'f:;: " ..'.' ."~,, ;i: '., .. ..., --, HEATf'UtoCl .. .. .;,..;., ,,, .... . , ",'" WOOJ>,STOVBI PELLET I CHIMI'lEY , q." " HOODI DliCTS ....c. ,.; .'.,.' ;' .... ..,.,,', .', '" ..... ...... .' PW UTILITIES ( SITE WORK (Engin~eiin& DI~j~i~)SEP~TE PERMITM's: .- ..; ....iF '.' ," ." . ,,"' ., WA TERiINE') METEIl ....., .... SEWER CONNECTION , n .. ..... '0' , SANITARY ,. .... ,'. . STORM . .. , , , PLANNINGDEl'T. SEPAAATEP~..Tt.. ',' .' . SEPA: .... PARKlNG/L1GHTtNC , .; "., ESA: ., ...... LANDSCAPiNG .. ". ., I'm .......... SHO~JNE: , .. .' .' . ,,,. . p,. ".: "'(:' ,','", .,'{,:f;UF.Jll(n.lNS~~IONSREQUIJt~,PRIO~;I,'g qccllr~~8'ME.:,.:..", "'i, :",.." . ::,':'>;"'7";;..... ,,', " ,- RESIDENTIAL ,-p";.' ,'y' ; ';"""'XDAft".; '-;, ": YES ~'l' ~ '.;,(NO',/. 0"; CQM~y$St\~:\'f' ,.DATI"., i. Ag.;E~ '". " d: ; !: "! 't,' iJ- \' :~. , .....: ,.i: '~:';'i'i' , , " ," '.~", , .' ,,, " ",' '",;\i ""!;)Y' .' f"Yi:S~"... ;,,"'NO...; ,~ .. J -""'I. :"17~'73S:\ ,. ',,' ~a.~1!!LiJ&".. '" 5:(~- i~i; , '.(..", .it ,~;, I,,, ~,L,ECTJUCAL;UGHT DEPT. . - .,t' ;'n" .....,. LIG'ii!8t:.Yr {'..'~ " '.' .. '.'." :'i" ,) " ,,,.:cis.: " .' , ,', :--,., i...' ,., ~, ~,,<- CONSTRUCTION R. W./ PW/ . '.. '..., CClNSTRUCnON ::'it.W: ," ;,\",", ... j ENGmEEJUNo. : \417-4807 PW / ENGINI!ERJNG . " ." Ie " ' " , '.' ...,;', ..,....5'..'~ \;., ; --,' '" , FlRE,"',>. ,. '" , ,.., "'1U~6~3,,J .' .', " ,,'\' , FIRE DEPT. " PLANNIr:m DEPT. '" " 417-4750 " i).."" .' (-, P~PrP~i1::.'.;;;' ., .,' ... '. " " ... BUIl.DING ," "." ""'417-4815 // /Jtilb~ 11 L , BUILDING " ., J'...... '" .... ." ......... ,., . PREPARED 11/10/03, 13:00:40 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 3 11/10/03 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 311 E 9TH ST SUBDIV: PHONE PHONE : MAIKE MICHELLE M 06-30-00-0-2-7074-0000- 03-00000777 RES REMODEL PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT DESCRIPTION RESULTS/COMMENTS PL1 01 8/19/03 8/21/03 9/12/03 9/15/03 JLL AP JLL AP PLUMBING UNDER SLAB TIME: 17:00 PL2 01 PLUMBING ROUGH-IN Plumbing rough in. Steve, 457-1690 or 461-2259 PLUMBING FINAL TIME: 17:00 TIME: 17:00 PL99 01 ,,/,./., ~~~.~~~~~ 00""" AND NO'" ~~~~~-------~-~~~~~~~~~~~-~~~~~~~~~~~ ------------------------- PREPARED 11/10/03, 13:00:40 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 11/10/03 ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 311 E 9TH ST SUBDIV: PHONE PHONE : MAIKE MICHELLE M 06-30-00-0-2-7074-0000- 03-00000777 RES REMODEL PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS M"':';:_:"/"/';--:~:::.;~:'~:'::;::'o-::::;,:::;':--::_:::::::::_:::::::::::::::__: PREPARED 11/10/03, 13,00:40 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER, 311 E 9TH ST INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE MAIKE MICHELLE M 06-30-00-0-2-7074-0000- 03-00000777 RES REMODEL SUBDIV, PHONE PHONE , PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL3 01 9/18/03 JLL 9/18/03 DA BLI 01 9/22/03 JLL 9/22/03 AP BL3 02 9/22/03 JLL 9/22/03 AP BL99 01 11/10/03 ~ ---------------------~~------ BUILDING FRAMING Framing inspection for Michelle Maike for Thursday. PHil 457-9766 strap top plates at stairs and load bearing wall/jim BUILDING INSULATION insulation inspection tues 23rd BUILDING FRAMING framing corrections tues 23rd BUILDING FINAL l 1 11/10/03 CONTINUED ONTO NEXT PAGE ----------------------------------- PREPARED 9/18/03, 12:06:00 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 311 E 9TH ST INSPECTION TICKET INSPECTOR JAMES L LIERLY MAIKE MICHELLE M 06-30-00-0-2-7074-0000- 03-00000777 RES REMODEL PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL3 01 9/18/03 ~ SUBDIV: PHONE PHONE : PAGE DATE BUILDING FRAMING Framing inspection for Michelle Maike for Thursday. PH# 457-9766 5 9/18/03 -------------------------------------- COMMENTS AND NOTES -------------------------------------- a~Q ~~ C9 Ub~ \N ~..ltS ... ~~ ~ \Y~ ~~-~~ l CG'Mk ') ~~CQ vJ~ tl. ~ PREPARED 9/12/03, 12,15:07 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . . APPL NUMBER: 311 E 9TH ST MAIKE MICHELLE M 06-30-00-0-2-7074-0000- 03-00000777 RES REMODEL INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE SUED IV , PHONE PHONE , PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT PL1 01 8/19/03 JLL 8/21/03 AP PL2 01 9/12/03 + DESCRIPTION RESULTS/COMMENTS PLUMBING UNDER SLAB TIME: 17,00 PLUMBING ROUGH-IN TIME: 17,00 Plumbing rough in. Steve, 457-1690 or 461-2259 -------------------------------------- COMMENTS AND NOTES - 6 9/12/03 /' BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY: Date Rec.: 8-:-1 'Z-03 Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. If you have any questions, call (360) 417-4815 Permit #: Date Approved: Date Issued: Applicant or Agent: M, IYJ}llce / s, W 'A1A-C7 A MA r.J Phone: /{57- q 7 ~ c, Owner: ~~ \e.-I..\tLLP MA-l \(~t 1 STF:\J~ vlHttLC7A1'nfW Phone: 4b7-C1 7 (pih Address: .3ll E. ~T.!\ S +- City: 'P01<-T AN q Ere.S Zip: q rt 3 (0 :L Architect/Engineer: (LI BSoN 1)~2> r'C:;{ N (z{2..Ql,( P Phone: J.fs 7 -- Cjl{ 2. ~ Contractor State License #: Exp: Phone: City: qTH 5r Block: d- '7 0 Subdivision: 0&/3 f)()t)... 0.:2 7!)~ Zip: ZONING: R E5 Address: PROJECT ADDRESS: :5 J I t; Q S. T E 2 /ot-F:l... LEGAL DESCRIPTION: Lot: A-LL LoT /3 CLALLAM COUNTY PARCEL NUMBER: Credit Card Holder Name: fJJ I (!"H~~ fJ1, fJ1 R-I KE' Billing Address: ..3 i I 1:::7l. S-r q TH City: ~ -L:r...A!....fz..f:1:.~ CreditCardTypeVISA Y-- MC # " TYPE OF WORK: SIZEN ALUATION: D Residential D New Constr. D Re-roof D Stove SF. @ $ ISF. = $ D Multi-family D A~idition D Move D Garage SF. @ $ /SF. = $ D Connnercial ~ Remodel D Demolition D Deck SF. @$ /SF. = $ D Repair 0 Sign D Other TOTAL VALUATION $ ~ 7~- BRIEF DESCRIPTION OF THE PROJECT: R~dLL iuL~ CLdd 31+ h",-~ COMMERCIALIRESIDENTIAL: Occupancy Group: Occupant Load: r No. of Stories: Lot Size: Existing Sq. Ft. & Proposed Sq. Ft. Existing lot coverage _ % & Proposed lot coverage _% = Total lot coverage Construction Type: = TOTAL Sq.Ft. % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESNWetland(s): DYes DNo SEPA Checklist required? DYes D No Other: 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 g Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written request by the applicant (see Section 107.4 of the Uniform Building Code, current edition). 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 understand that it is my responsibility to determine what permits are (; ,not the Cit I an T:\FORMS\APPS\Buildingpermit. wpd Applica t: CITY OF PORT ANGELES DEPARTMENT OF PUBLIC WORKS . . . . . . . . . . . INSPECTION REPORT . . . . . . . . . . . REQUEST: Date (0 ( /, <{ / 0 ~ ( t -- ) ~ Time ~~'J-lj Received by ~~ (phone, person) Location of Work to be inspected Name of person requesting inspection Address of person requesting inspection Type of Inspection (circle appropriate one): Sewer Foundation Framing Chimney Ebi~inal "3/1 E, ~Tlj S; ku<2- e> - P L...b I ~i$ / M<t"'O:< Phone N .~/ - yo T Permit No. fJ '} ? Sewer Excav. Other INSPECTION N~OTES: . Inspected: Date . V3 Remarks: Time~ By ~. f\~ RESTORATION REQUIRED . . . . .. YES NO SURFACE RESTORATION: SURFACE TYPE: 0 Unimproved DGravel o Asphalt OPCC o Other o Repaired by City o Repaired by Permittee o No Damage Found Work Order # o COMPLETE o INCOMPLETE (Continue on reverse side if necessary) STREET SUPERINTENDENT IDA TE) OJ Multi-Loaded Beam[ 97 Uniform Building Code (91 NOS)] Ver: 5.05 By: Hank Gibson I Gibson Design Group on: 08-12-2003 Project: MAIKE - Location: FLOOR BEAM #2 Summary: 5.25 IN x 9.0 IN x 4.5 FT / 2.0E Parallam - Trus Joist-MacMillan Section Adequate By: 232.0% Controlling Factor: Area / Depth Required 4.46 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controllin Shear/Moment/Deflection Dia rams 3000 1500 Shear (Ibs) 0 -1500 -3000 5000 -13931bs @ 5 ft k- 4071 ft-Ibs @ 2 ft 2500 Moment (ft-Ib) 0 -2500 -5000 -.03 -.015 Deflection (in) 0 .015 .03 I r- .018 in @ 2.1ft Center Span = 4.5 ft Controllina Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM P1 v ......L A I' , Center Span = 4.5 ft. l 'I Reactions Live Load A 1920 Lb B 960 Lb Dead Load Total Load Uplift Load 832 Lb 2752 Lb 0 Lb 433 Lb 1393 Lb 0 Lb .. a:.-r '2- - G13 Center Span Multi-Loaded Beam! 97 Uniform BuildinQ Code (91 NOS) 1 Ver: 5.05 By: Hank Gibson, Gibson Design Group on: 08-12-2003: 08:41:25 AM Project: MAIKE - Location: FLOOR BEAM #2 ' Summary: '5.25 IN x 9.0 IN x 4.5 FT / 2.0E Parallam - Trus Joist-MacMillan Section Adequate By: 232.0% Controlling Factor: Area / Depth Required 4.46 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, Support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Support capacity not checked): Beam Data: Center Span LenQth: Center Span Unbraced LenQth-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 end of span): Properties For: 2.0E Parallam- Trus Joist-MacMillan BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.03 Adjustment Factors: Cd=1.00 Design Requirements: ControllinQ Moment: 1.53 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 ControllinQ Shear: V= At left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span( s) 2 Comparisons With Required Sections: Section Modulus (Moment): Fv': Area (Shear): Moment of Inertia (Deflection): 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= U U wL-2= wD-2= BSW= wT -2= PL 1-2= PD1-2= X1-2= Fb= Fv= E= Fc_perp= Fb'= Fv'= M= Sreq= S= Areq= A= Ireq= 1= @ r 0.01 IN 0.01 IN = U4240 0.02 IN = U2959 1920 LB 832 LB 2752 LB 0.70 IN 960 LB 433 LB 1393 LB 0.35 IN 4.5 FT 0.0 FT 4.5 FT 1.00 480 360 0 PLF 0 PLF 15 PLF 15 PLF 2880 LB 1198 LB 1.5 FT 2900 PSI 290 PSI 2000000 PSI 750 PSI 2994 PSI 290 PSI 4071 \ FT -LB 2752 ' LB 16.31 IN3 70.88 IN3 14.23 IN2 47.25 IN2 38.80 IN4 318.94 IN4 w Page 2 Uniform Loading Live Load Dead Load SelfWeiaht Total Load W 0 Plf 0 Plf 15 Plf 15 Plf Point Loading Live Load Dead Load Location P1 2880 Lb 1198 Lb 1.5 Ft ,....( ~""4? .. , Multi-Loaded Beamr 97 Uniform Buildin~ Code (91 NOS) 1 Ver: 5.05 By: Hank Gibson, Gibson Desi~n Group on: 08-12-2003: 08:27:52 AM Project: MAIKE - Location: MAIN FLOOR BEAM - METHOD MLB 12.5 Summary: '7.0 IN x 9.0 IN x 12.0 FT /2.0E Parallam - Trus Joist-MacMillan Section Adequate By: 7.3% Controlling Factor: Moment of Inertia I Depth Required 8.79 In Center Span Deflections: Dead Load: Live Load: Total Load: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: BearinQ LenQth Required (Beam only, Support capacity not checked): Center Span RiQht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Support capacity not checked): Beam Data: ' Center Span LenQth: Center Span Unbraced LenQth-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: Properties For: 2.0E Parallam- Trus Joist-MacMillan BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.03 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= U U wL-2= wD-2= BSW= wT-2= Fb= Fv= E= Fc_perp= Fb'= Fv': Fv'= Adjustment Factors: Cd=1.00 Design Requirements: ControllinQ Moment: 6.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 ControllinQ Shear: V= At left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): M= Area (Shear): Moment of Inertia (Deflection): Sreq= S= Areq= A= Ireq= 1= CD 0.11 IN 0.26 IN = U547 0.37 IN = U386 2880 LB 1198 LB 4078 LB 0.78 IN 2880 LB 1198 LB 4078 LB 0.78 IN 12.0 FT 0.0 FT 12.0 FT 1.00 480 360 480 PLF 180 PLF 20 PLF 680 PLF 2900 PSI 290 PSI 2000000 PSI 750 PSI 2994 PSI 290 PSI 12234 FT-LB 4078 LB 49.03 IN3 94.50 IN3 21.09 IN2 63.00 IN2 396.33 IN4 425.25 IN4 5310 ~'~"f,'''';;' \ " (j) , " Multi-Loaded Beam[ 97 Uniform Building Code (91 NOS)] Ver: 5.05 By: Hank Gibson I Gibson Design Group on: 08-12-2003 Project: MAIKE - Location: MAIN FLOOR BEAM - METHOD MLB 12.5 ' Summary: 7.0 IN x 9.0 IN x 12.0 FT /2.0E Parallam - Trus Joist-MacMillan Section Adequate By: 7.3% Controlling Factor: Moment of Inertia / Depth Required 8.79 In SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controllin Shear/Moment/Deflection Dia rams 5000 4078 Ibs @ 0 ft 2500 Shear (Ibs) 0 -2500 -5000 20000 k- 12234 ft-Ibs @ 6 ft I -4079 Ibs @ 12 ft 10000 Moment (ft-Ib) 0 -1 0000 -20000 -.5 -.25 Deflection (in) 0 .25 I, I .5 r-.372 in @ 6 ft Center Span = 12 ft Controllina Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s} 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM 1 A I' 'AI .. 1 B ~I , Center Span = 12 ft Reactions Live Load A 2880 Lb B 2880 Lb Dead Load Total Load Uplift Load 1198 Lb 4078 Lb 0 Lb 1198 Lb 4078 Lb 0 Lb Center Span Uniform Loading Live Load Dead Load SeltWeiaht Total Load W 480 Plf 180 Pit 20 Pit 680 Plf Ir-l '1..-~ Uniformly Loaded Floor Beamf 97 Uniform BuildinQ Code (91 NDS) 1 Ver: 5.05 By: Hank Gibson I Gibson Design Group on: 08-12-2003 : 08:41:57 AM Project: MAIKE - Location: 5 FT WINDOW HDR Summary: '5.5 IN x 7.5 IN x 5.5 FT / #1 - DouQlas Fir-Larch (North) - Dry Use Section Adequate By: 9.1 % Controlling Factor: Area ,/ Depth Required 6.87 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Support capacity not checked): Beam Data: Span: Unbraced LenQth-Top of Beam: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Floor LoadinQ: Floor Live Load-Side One: Floor Dead Load-Side One: Tributary Width-Side One: Floor Live Load-Side Two: Floor Dead Load-Side Two: Tributary Width-Side Two: Live Load Duration Factor: Wall Load: Beam LoadinQ: Beam Total Live Load: Beam Self WeiQht: Beam Total Dead Load: Total Maximum Load: Properties For: #1- DouQlas Fir-Larch (North) BendinQ Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cf=1.00 Fv': DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= WALL= wL= BSW= wD= wT= Fb= Fv= E= . Fc_perp= Fb'= Adjustment Factors: Cd=1.00 Design Requirements: ControllinQ Moment: 2.75 ft from left support Critical moment created by combining all dead and live loads. ControllinQ Shear: Atsupport.'- Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Fv'= M= V= Sreq= S= Areq= A= Ireq= 1= 0.04 0.01 0.05 578 1564 2142 0.62 5.5 0.0 480 360 40.0 15.0 5.25 0.0 0.0 0.0 1.00 480 210 10 569 779 1200 85 1600000 625 1200 85 IN 'IN = U4723 IN = U1274 LB LB LB IN FT FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI 2945 FT-LB 2142 LB 29.45 IN3 51.56 IN3 37.79 IN2 41.25 IN2 54.65 IN4 193.36 IN4 r-('Z--~ ~ J- Uniformly Loaded Floor Beam[ 97 Uniform Building Code (91 NOS)] Ver: 5.05 By: Hank Gibson I Gibson Design Group on: 08-12-2003 Project: MAIKE - Location: 5 FT WINDOW HDR Summary: 5.5 IN x 7.5 IN x 5.5 FT / #1 - Douglas Fir-Larch (North) - Dry Use Section Adequate By: 9.1 % Controlling Factor: Area / Depth Required 6.87 In '- SHEAR, MOMENT, AND DEFLECTION DIAGRAMS Load combination shown: Controllin Shear/Moment/Deflection Dia rams 3000 21421bs @ 0 ft 1500 Shear (Ibs) 0 -1500 -3000 3000 1500 Moment (ft-Ib) 0 -2142 Ibs @ 6 ft 3ft -1500 -3000 -.06 -.03 Deflection (in) 0 .03 .06 r- .051 in @ 2.8 ft Span = 5.5 ft Controllina Load Cases: Shear: Critical shear created by combining all dead and live loads. Moment: Critical moment created by combining all dead and live loads. Deflection: Critical deflection created by combining all dead and live loads. LOADING DIAGRAM I A I" \AI .,. 1 B . 'I , Span = 5.5 ft . I Reactions Live Load A 578 Lb B 578 Lb Dead Load Total Load Uplift Load 1564 Lb 2142 Lb 0 Lb 1564 Lb 2142 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weiaht Total Load W 210 Plf 559 Plf 10 Plf 779 Plf 09/14/2003 19:13 4579270 SIMPSON ELECTRIC PAGE 01 \ . , / . . . (i 1'.70 b . ELECTRICAL PERMIT APPI.ICATION ,...,....'.."...",.,,,-_.." -."..,../ )' ;1,')~U"l::'ToJ(,I^t ll!ll! ('11"11. Y ~ L,l',jl~I;~~,\'; ..~..~__'--.--_,~ ! i.. [~:'~"i;~:':~~~.::~:== J ThO ClllC,,:c.' P.rOllt Appllc~1I0n muM l/lllllloq. D"I.lImQ~ PI$"'l!ll-q, "~~ ar T.Ji:lprlntln Ink. 11 V.QUI h~ any ql4seth;>>ns, pile. Q(llU (~~8~, 4.'] 'I~"JJ'?~::; "'.. "umbtlrl (3110) 411.4711 b .. Cel t : <(.60 -101.{.;,;} 111:- Owno, o,l;loQ, Conlractor AIlll:ll:-:S:Unf...s.Q.r.l~ phone: Y:S_-7.::..9J..7.{)'~, .... - .~__... prop.ny~r:_~._tfJ,.~_ _. mt:r..l.._ke ._____.."1:'.0" .................._.. Mdf..., :l (~o..sr "fJ.I~__CI~i''"J1A. .__..______...... Eloovlool Com_lOr: \'1 ""'!ff:i C ks:f-r-N:... llc.noe *: ~.;l!1E.f6_ P.xp: ......9.s:.....''',.,'..,.,,,: .--.---... L ~ --------......-- or,) L ~ B J ;!,' 9 f3 b Md,~",d:I (3 ()~..t-L_ ::..JOI fA) _CIty: ,-r.a..'(,1 p~_ __......_._____.__... P_.._______~.. INSTALI_ATION WIRED BV: 0 OWNER ~ I!ilECTRICAl. CONTRACTOR Iff/f.:. #" 777 l,'':;'- Credit Csrd Holder Ne",.: __._._.~_,_.._____.__ _"'~'''_''R~R_'_''_'.__'_''''''''''_''''"'''"''''_'_'''''._"~R"''..,~__.__.......".'" /Jlll/"9 A.dd,.."", ,--.......-.--------..-- . C)ty:__. ....... .J!/p;".....___.__.._... CrfJd/t CIIrrJ Num~.,: _.....___..._..____ Exp. DBbr" ....." k:?SA:.."...~__MC:_"'", ?AOJI!CT ADDFlllSll. ,~f '--__b.~ '1'1!-- _~_ IlResldanllll o Multi-family [] Commerolsl ~ AllerallonlAddltlon o Mobile Homt. Sq. Fl..._.............."........... lVPlII 01" WOAK: Check fijJ that fWply: 0 New [] RemOle Metllr D Oetl\ohed gJSlm>l'" D Hot Tub 0 Swim Pool 0 Septic PlImp ell.ow '/(.'i/I':W::: .t"I'.,com. CJ SlgII Numbe' <>1 Clroults Boded or ~lll'lrecJ: ____............_ DIiiBCRiPTI.ON OF THE ELECTRICAl,. Pf!Cl-!/:;CT: ~ . ~ I" oS h b;u.:: VY':s;,!.:':.-r_..._.9._..(;i~.lj2 2.,,,1 Q _.~ ~ll1iIJcal Hell Lead Allqll!Q>OIl1 P-t/ -"-~-~, ..~,,-_...._,-- .1l.\ij1!J.9.!lJutlmJ~'"f" :J E)a.ePCla'~ ;) Furnaoe :J Hal'll Pump J Fen.Well _KW ---KW -KW -KW c; Overl1eed Service Cl Tamp Ss",lc. o Underground Service \'r;lt~ViJ;~": ,"".m Ph~\:~,f::: " ; .~ 8,~!v!1.~~~ ~::, 'ii,\: ..,. """d."," .,,_.,n, [':(>~(K",:" :')!l,~':-':N_'."""_ .,., ~AMC 14.06.060(1l): r'Or Indust'lal, r;ommsrciol, .) '8ftla_otls: pral_ct. lalQ!>' then A d~pl.~, ~ OI1~ . li~~ c1rWlIlin,.: '.',! I;I~ f'!""llj<:BI Slif)"ic" & :e..d~,., bulld/nQ .11.61 (~q. ft.), lo~d o~lolJl~1iot).. and 11101 tYI.l$ & of condu~loro and/or raoowey is ,.Sql.lilll'~ ".'1'" "!"".'" i.....:..:;l1\p~ny II,e ;leol,lo,,1 Pe,mlt applloatlon. .. hereby certIfy /hat I have rsad IinQ6IIJ(l!Imlnsd this applIcatIon and know 11-1/;11 $(:lme 10 b,c' !IV!;; (.II1d :.:orrecr, fJ.nd lam IlJ!tIor/ma to apply for this pelmit. I undl9rstsnd It Is not thfl City's legal rel.lpCms/t.III/QI to ciMe'rmil)c1 wJ',l$1 psrmlf$ Irs rq7d: It /'9malns t/lfi IJpp!lI;,~nts mt'Jponsl/J/llty to determlnt;! what p8rmlt.~ !l.re r,!lquhJ(~ ,'I,'d 10 obtain such, ~ ;1_';1 C"Ht...1.~r::L'::!.,l,ftLJ!!k~,,,..1.-tL -US Cl!lrll...r <;11' !;!Irm, CQnt.. 81Iln~~ure:______.._~_..._._._......., "'._ ............ .\;':~"...: ._.. W.9019 aA c ~ tt/15/o3 /1 ~/o'.- 03 j(} j 7;;".70