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Home My WebLink About239 W 7th St - BuildingPOP? CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 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 Owner Permit Fee Total Plan Check Total COMMENTS /ACTION NEEDED 04 00001181 285558 239 W 7TH ST 06 30 00 0 1 6460 0000 RES ACCESSORY BUILDING RESIDENTIAL HIGH DENSITY 17995 Contractor DELGADO FURMAN HATHAWAY CONSTRUCTION PO BOX 471 309 W 7TH STREET FORKS WA 983310471 PORT ANGELES PORT ANGELES WA 98362 (360) 457 5627 Structure Information REMODEL ENLARGE UPPER LEVEL Construction Type TYPE V_NON RATED Occupancy Type SINGLE FAM CONGREGATES Other struct info TOTAL LOT COVERAGE 28 00 CONSTRUCTION TYPE V N NUMBER OF STORIES 2 00 EXISTING LOT COVERAGE 1701 00 LOT SIZE 7000 00 PROPOSED LOT COVERAGE 264 00 TOTAL LOT COVERAGE 1965 00 NUMBER OF UNITS 10 00 Permit ELECTRICAL NEW RESIDENTIAL Additional desc OWNER/ WIRE GARAGE Permit Fee 48 10 Plan Check Fee Issue Date 4/13/05 Valuation Expiration Date 10/10/05 Qty Unit Charge Per 1 00 48 1000 ECH EL -R OUTBD /DTCH GAR SEP Special Notes and Comments 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 The Fire Department has reviewed the project application and has no comments The proposal will result in an accessory addition of 264 sq ft for a total sq footage of 1995 or 28% lot coverage Setbacks are good No land use issues are noted MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and elctrical permits are required Public works utility engineering has no requirements for this plan review Fee summary Charged Paid Credited Due Date 4/13/05 48 10 48 10 00 00 00 00 00 00 00 0 Extension 48 10 DITCH TOTTGITTITTMVEk SERVICE FINAL GENERAL COMMENTS: ELECTRICAL PERMIT INSPECTION RECORD 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 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I PW1102.1514961 Application Number Pin number Grand Total COMMENTS /ACTION NEEDED CITY OF PORT ANGELES PUBLIC WORKS ELECTRICAL DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 Page 2 04 00001181 Date 4/13/05 285558 48 10 48 10 00 00 ELECTRICAL PERMIT INSPECTION RECORD 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 1 NO DITCH ROUGH IN COVER SERVICE FINAL GENERAL COMMENTS: fxPoO 542 -o? PW -1 102.15 tit o vonr, la Electrical Contractor Owner Annual Permit Job wired by Purchaser's mailing address 3 9 Le_ 7TX/ 5 t" -vJ) 91-13 'Premises owner's name Address of inspectiory/ X 39 W 7i,( Inspection Date 44/07 Alarm Carnival Commercial Residential Residential Maint. Signs Thermostat Telecom. "(Installation description W LS Insulation Only Electrical Contractor AOwner Electrical contractor name License number City State ZIP PORT //v Li 1,4 98W G Telephone number FAMmber 4 Ge Da Ci4 I hereby certify that I am the owner of the above named property or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in compliance with the electrical law Chapter 19.28 RCW /Signature of owner, electrical contractor or electrical administrator Expiration Date Inspection fee X Q of card Date Approved By Date Approved By DITCH FEEDER Cover Cover Date Approved By Date Approved By CEILING THERMOSTAT SERVICE Insulation Only /Gs Date Electrical Load Additions and or subtractions Service Information NO LOAD CHANGES Baseboard KW Voltage Furnace KW Overhead Service Phase 1 3 Heat Pump Ton LAR Temp Service Service Size: Fan -Wall KW Underground Service Feeder Size: Area, Building or Equipment Inspected 6472 (45 64- Ca2te4 77O 1 /rte ELECTRICAL WORK PERMIT APPLICATION Request Inspection Cash Check Credit Card Visa Mastercard Discover Card Date Approved By Date Appr ved By Appr ed By Date Approved By Action Taken ,4 Electrical Inspector t <or- 0 '- ,., rl '- rl rl ~~ (')E-< ~~ "'0 "',., NN ON "'''' , , ,.,r- III COrl III ;>, ..... 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'" E-+Wt)QOr-l Ul r-O..:l 00 00 ..:I ~ ' 0 -..:I ~~w 00 ~oooo r- r-oo UP::: ~o E-<E-< 0 0c.'J ~~~g;~~ UlOO , :;;~ ggJp; ex> NZ~~OO .-< .-< O:E , 'E-< 000 0 01>: I>: I>: I>:U .-< .-<0 . '" I>: .00 ~ '" ZO '" 0 E-< '[3 00'" Ul -U .-< 1>:0 UlE-<"; ..:IZ E-< 0 0 ,,; ~~~!:j~..:I H Ul "'>< ~ , OOE-< 01J13~~g; '" '" I>:H >< 00 "'U ~E-<UO"'''; '" E-< :E Of ,"ORT ~ l~"'?... ~ ~ -- 'l.tii:,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 07-00001148 Date 10/03/07 229344 239 W 7TH ST 06-30-00-0-1-6460-0000- NANCY DELGADO MECHANICAL APPL. PERMIT RESIDENTIAL HIGH DENSITY 800 Owner Contractor FURMAN DELGADO 239 W 7TH ST. PORT ANGELES (360) 417-9223 WA 98363 FERRELLGAS LP ONE LIBERTY PLAZA LIBERTY (360) 683-9029 MO 64068 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT PROPANE COOK TOP 112466 60.65 Plan Check Fee 10/03/07 Valuation 3/31/08 .00 o Qty Unit Charge Per Extension 50.00 10.65 BASE FEE 1.00 10.6500 ECH ME-GAS PIPE 1 TO 5 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60.65 60.65 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 60.65 60.65 .00 .00 ~ '\ ~ "- ~ ~ ~L V Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work has commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. ~~ ) Signature of Contractor or Authorized Agent a.4J T:FormslBlIilding DivisionIBlIilding Permit (10/01/07). wpd 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 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. () .-J I INSPECTION TYPE DATE ACCEPTED COMMENTS YES I NO FOUNDATION: FOOTINGS SHEAR WALLS / WALLS FOUNDATION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLOGS.) PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE FINAL DATE ACCEPTED BY: BACK FLOW / WATER AIR SEAL WALLS CEILING FRAMING JOISTS / GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP/FURNACE/DUCTS GAS LINE 10 --19.-0'1 WOOD STOVE / PELLET / CHIMNEY FINAL ll-r~- () 1 DATE JLL- ACCEPTED BY: COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE 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 -+ I\X) N oJ ~ ~ --J ~ ,.::. * v d \:i ~ \tl T: Forms/Building Division/Building Permit (1 % I /07). wpd (J g f\- er L:> " Applicant or A~ent . -14//1 r UL-6-4i?t'J Owner A/,4-/,///~ D6=-D'"rA-~ Owner's Address A/19 f~) /, L.. 5T Contractor/Engineer R-/(R /-L.. ~t'9.s Contractor/Engineer's Address License # Proiect Tvpe & Brief Description: Check all that apply o New Construction o Addition o Remodel o Repair oRe-roof o Demolition o Sign ,- I PROJECT ADDRESS Parcel Number o Heat System Other BUILDING PERMIT APPLICA TION Print in ink CITY OF PORT ANGELES Attn: Building Permit Technician 321 E. Fifth St., Port Angeles, WA 98362 (360) 417-4815 fax (360) 417-4711 For City Use Only: ,~ Date Received \ ~ - 0'3 -0 Permit # ()1- II 'b Date Approved Phone Phone -7/7' P5?2.-5 Phone Expires d S7 Lot Zoning 9( Residential o Commercial o Multi-family o Industrial o wall-mounted 0 projecting 0 freestanding 0 awning Total si n area s . ft. Maximum allowed si n area s . ft. o Heat pump 0 wood-burning stove 0 gas fireplace 0 pellet stove 0 other o other Floor Areas Existing (sq. ft.) Proposed (sa. ft.) Basement @$ per sq. ft. = $ 151 Floor 2nd Floor 3rd Floor Garage Carport Covered Porch Deck Shed Other TOTAL VALUATION $ 'X'no~ Total footprint of structures sq. ft. Lot size sq. ft. = Lot coverage % Max. height of proposed structures Will a lawn sprinkler system be installed? Will a fire sprinkler system be installed? ft. # of bedrooms # of full baths # of half baths Occupancy group Occupant load Construction type I have read and completed this application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required, and to obtain ermits prior to working on projec~. _ Date//?- 1')1, 07 Print Name .A~~/ !/,cL (".,-,47/0 Signature T:Fo;ms/Building Division/Bldg Permit Appl.-2006 C e.doc d"""~. J~~~ Df! ""~,. CITY OF PORT ANGELES PUBLIC WORKS . ELECTRICAL DIVISION .Ut EAST 5TH STREET. PORT ANGELES. WA 9R~62 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property zoning . . . Application valuation 04-00001181 Date .285558 239 W 7TH ST 06-30-00-0-1-6460-0000- RES ACCESSORY BUILDING 2/01/05 RESIDENTIAL HIGH DENSITY 17995 Owner Contractor DELGADO FURMAN PO BOX 471 FORKS WA 983310471 HATHAWAY CONSTRUCTION 309 W. 7TH STREET PORT ANGELES PORT ANGELES (360) 457-5627 REMODEL & ENLARGE UPPER LEVEL TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 Structure Information Construction Type Occupancy Type Other struct info 28.00 V-N 2.00 1701.00 7000.00 264.00 1965.00 10.00 Permit Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL 200A SVC/ 200A FEEDER CURRENT ELECTRICAL CNTRG INC. 102.10 Plan Check Fee 2/01/05 Valuation 7/31/05 .00 o ~ ( ~ ~ ~ ~ t "-..l ~ ~ {.; l' ~^ '-..:, '\. Qty 1. 00 1. 00 Unit Charge Per 78.7000 ECH EL-RM-0-200 1ST SRV FEEDER 23.4000 ECH EL-RM-0-200 ADD SRV FEEDER Extension 78.70 23.40 Special Notes and Comments 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. The Fire Department has reviewed the project application and has no comments The proposal will result in an accessory addition of 264 sq. ft. for a total sq footage of 1995 or 28% lot coverage. Setbacks are good. No land use issues are noted. MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and elctrical permits are required. Public works utility engineering has no requirements for this plan review. Fee summary Charged Paid Credited Due COMMENTS/ ACTJON NEEDED \ ""~ '~ "Ioi r..", CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ~2t EAST 5TH STREET. PORT ANGELES. WA 9R~62 Application Number pin number Permit Fee Total Plan Check Total Grand Total Page 2 Date 2/01/05 04-00001181 . .285558 102.10 .00 102.10 COMMENTS/ACTION NEEDED 102.10 .00 102.10 .00 .00 .00 .00 .00 .00 BUILDING PERMIT - APPLICATION FOR OFFIC!.iL USE ONLY: Date Rec.: -r. ~ f; - d "'"2.. Permit#: ~ 07 Date Approved: Date Issued: ~1C~.p The Building Permit Application must be filled out completely. Please type or print in ink. If you have any questions, please call 417-4815 Applicant or AgentK ALL CCt5tCrJY} (o~{aerfJc7C:::fC Phone: Owner: K (\..)..;..Dc Y~1A ~ 7;;;:. . p. hone: -I- J-.. C" '/1 'Address: :JS'1 0 J 7 ;:) r City: -r",,/~S Zip: ~8.g(; 2.. ArchitectlE:gineer: f.J( I't Phone: . c. ontracto~tlbrol17~R"t1C7/~icenS~ Exp: /f.O/' ~.p. hone: 9 Address:.16boX;J~'-I City:~~S ,Zip: /o:5Cc2.. WNING: sGO- ~~.~'92. PROJECT ADDRESS: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Billing Address: Credit Card #: Block: Subdivision: Credit Card Holder Name: City: Exp. Date: VISA MC TYPE OF WORK: o Residential 0 New Constr. o Multi-family 0 Addition o Conunercial 0 Remodel :' O'%'Repair ORe-roof o Move o Demolition ,~iO~Sign o Wood-stove o Garage o Deck SIZEN ALUATION: SF. @ $ /SF. =.$ SF. @ $ /SF. = $ SF. @ $ /SF. = $' '~:rt!5TAH~VA'ElJA.'tlbNk$ BRIEF DESCRIPTIONOFmHE PROJECT: COMMERCIAB/RESIDENlI'IAL::;()c,:upancy Group: ,'!1'0ccupantLoaq;, t;"onstrUction:;;'Uype: No. of Stories: --='i'"Lot'iSize.~ ....... .'.. . .tt4%~ofGover,age; Existing Lot Coverage: llf'/sq!.ft:-f:'Proposed LotGoverage: PLANNING USEONLY: ! Notes: .'~% %\f/~q'Mt;'~;W0T-At,I::()T€0\lERA.BE: /vAPPROV ALS: i;j{{1.pnAN ;,i;BUDG. 5~'!"DPW FIRE ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: OTHER BliLDING PERMIT APPLICATION SUBMITTAL: Your application and site plan must he filled out completely to he accepted/or review. The Building Division can provide you with more detailed information on the application and plan submittal requirements. Your c~mpleted application, site plan (for additions) and building construction plans are to be submitted to the Building Division. /sq. ft. VALUATION OF CONSTRUCTION: In all c.ases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Divisiontocomply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for .assistance. PLAN CHECK FEE: Your plan check fee is due 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: Ifno permit is issued within 180 days of the date of application, this application will expire. The Building Official can extend the time for action by the applicant up to 180 ays uponb itten request by the applicant (see Section 107.4 of the Uniform Building Code, current edition). No application can be exte d d more , an once. . Applicant: , be tru~ and correct, and I am authorized to apply for hat permitt are required; it rema~ns;e :r;) I hereby certify that I have read and examined this application and know this permit. I understand it is not the City's legal responsibility to d responsibility to determine what permits are required and to obtain su T:\FORMS\A!'PS\Buildingpennit ,+!"t \, . ;CITY OF PORT ANGELES . \ ".....".'. "......, ',"',.. .:..,:'"....:/'...'..'.' ,.", :'./.~.;;::'.:~.,,~.,... ,.".. .',-f,: ." DEPARTMENT OF coMMUNITY DEVELOPMENT - BlJILDING DMSION 3.21;EA$T 5TH STREE:r,,P9~TANGELES,;W,A98362.. ' >c: :_-': ~:; \ y:, .; . ~ - -.,'if '",!'>' PERMIT NO: ,13403 CONTRACTOR ,>.", '''}[tcbsrOM'''coNTRACTING P, Q. BOX 2.824 PORT ANGELES, W A 98362-0000 360/457-2192 P8'OJECT It~FO .".project Value: $0.00 ',. Project Type: BACKFLOW VALVE Occul>l:ir<?y!ype: RESIDENTIAL OccUpancfG'rdlJp: Construction Type: Zoning Use: RMF BU1ClJ1N(j"PERMIT OWNER/APPLICANT NANC\".DELGADO 239 W.7TH Port Angeles, WA 98362 360/452-5998 S: ISSUEB;.I!.5/06/2002 ';i?RQPERTYLOCATION' ,.239.7TH STW Lot: 1 Block: 164 F ~M!>division: TPA ..parcel No: I8l Lorig'Legal ,.~ -~~"-' .... , '98360:.0600 360/000-0000 ~FD-8~ts: " SFD SOFT: o o "-'~'T--' - , Commercial-: .h' 0 Industrial:; 0 Garage: 0 ~ ~ 'MFD Units: 'MFDSQFT: i o o :';".;"",. <G PROJECT.t,iOTES . LAWN SPRINKLER BACKFLOW DEVICE :;:~ ""-'~.':'" . --1 + >' REQEIPT#9057 ,.,~~~" ..~.,~,,, .-.,;::..:-.l\Iti",-.,,,...;lti-f"-, ,.,... FEES ASSESSMENT Bllilding Permit: . , Plan Check: ,~;:&," . St~te::sur:Charge: . H~Y5c(t'Moving: ManufaCfured Home: Srgn: Plumbing: Mechanical: Radon: $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $27.00 , '$0.00 $0.00 "Mise Fee 1: Mise Fee 2: Mise Fee 3: " ;'(.~ ',":, ,i $0.00 (.",,:~~j: $0;00 '$0.00 TotAL FEE: . ~~~~NT PAID: .... BAlANCE DUE: $27.00 $27.00 $0.00 I~afe requ ed' .01' electricaIWOrk,SEPA,Sh(j~elineiESA;'ptilltleS,private and public improvements. This permit'bGcome, null alid-vo ,'Wa reo" ..ctionauthortzed is riot-qomm~iil::edWlt6lri'l$Oi1:faYS.Jf.construction orworkI8SU$Pff"c:Ie,~'prib~ndone4 for a p'~rl<1dt8ct:' a r.ework as commenced,jor if requl!'tld Jnspe~l(ms have not been requested within 180 ~.~f~mthelast lri~peCtlp, . ~~~r ,.~ th,at I haye rea~and eXamjnedthlsapplicatlon':and know the.s~me to beirueand1X)rrecl A1hprovisionsof laws andnan. j. ov. Ing this type ()feWork \."III!:>e complied with wheth,er specified her~in or not. The granting of~'permlt does not presum '.Qh~~ . toviolate"or cancelthe pr9M!siohsClfany state or local law .regulatlng constli.Jctlon.or the'~.performance of cons '~..". ' " 5 ~,J y. f!)::l. Signature of Owner (if own~r is builder) '1 (~, '.. .... .. ....... BUlLDINGPERMrr INSPECTION RECORD ~.. '';: I "/,-(i ."~ CALL 417-4815 FOR BUILDING INSPECfIONS. PLEASE PROVn::>EAMINIMUM'24 HOUR NOTICE. IT IS UJVLAWFULrO covER; INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. , '.." ",:" " --::___ ',' "'_".: ".,.c,,''''''',_'.. ,0. .. m_,_, ..,i'd'''''''' ,... >', ,..,.....'"!.:>;.:,,,.. "'_' ,.:~; ~. .' .... ". '.,' .. .. t:,~ . ,_"'0_. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE ,/ -. ~.,-- ""'ro' " ..~. . ..' .~ '" - .. '. . INSPECTION TYPE I' DATE ~CCEPTED COMMENrS , - v. " \ .'.' YES I NO <-" FOUNDATION: FOOTINGS -- , WALLS '" FOUNDATION DRAINAGE '. " -- ELECTRlCAL (LlGHTDEPT) SEPARATE PERMIT:./# , .... ROUGH-IN 1--"'" ~ i\. ..t.. " PLUMBING ~ . .'. . , , .. , UNDER FLOOR I SLAB ROUGH.IN "f (: WATER LINE ' 'A',' .' GAS LINE BACK FLOW I WATER .' <; -2.i.J~~z.. 1<R .' AIR SEAL .. " " WALLS CEILING "/ I I FRAMING .),)' .) -", JOISTS I GIRDERS SHEAR WALL WALLS' ROOF' CEILING . .. DRYWALL ;;< T-BAR INSULATION SLAB '. WALL' FLOOR' CEILING I MECHANICAL ,. . "" . " HEAT PUMP WOOD STOVE' PELLET' CHI~)' )U.1 .. HOOD I DUCTS . PW UTILITIES' SITE WORK <Engineering Division) SEPARATE PERMIT "'s: : WATERLINE' METER .' . ." '. I '. SEWER CONNECTION ,,, ,", SANITARY ; .- " )i " STORM '(','-" >""..' (7". ;.',' PLANNING DEPT. SEPARATE PERMIT "'s -. SEPA: PARKlNGILIGHTlNG ESA: LANDSCAPING SHORELINE: --' . ; , FINAL INSPECT~QNS REQUIRED PRIOR TO OCCU~ANCYIJlfF< ' ;;.-'.:' ~,' ,. " . ,~j;;" ;\; .. ',/ "f .,'. " 'RESIDENTIAL ,., .' ])ATlfT .', ,. YES NO , ;,Y,: COMMERCIAL' .,.", 'DA'I'E ' "A~f;EriEb "'. .' " ". t~'~;' ,,'- _.'.1,'\' \ '-.. , "ifi$~'i\ ',NO ,., -' .. .. "," ." :':, ',"" I'~' ,:.,), ,,"1 ELECTRICAL - UGHT DEPT. 417-4735" ',- ELECTRI~ " ~ ; LlGHTDEPT' " . , .. .,: , .-~j '. '. ,'" --",' ',",,:....:.-,..'''"/''- " ;"..', ,... i. Iv;., .,'. , .';,' CONSTRUCTION R. W.' PW, CONSTRUCTION.. R. W. , ..... ,\ ".' ENGINEERING 417-4807 . ,:, '. , r::' PW , ENGINEERING \ , . :. , . .. \ " " '. -~ FIRE 417-46S3 FlREDBPT..--,.... - ,.. .~.~_.--,- 1\\ PLANNING DEPT. '4t7.47S0~ \\.! . '/0 PLANl'{ING DEJ'T. '.' ~;t,;,,-,;~ '" ,,; . ,.,,,,n, '.'-'1 BUILDING 417-4815.. {;" 4.14 -D, ~ K~ .. BUILDING, '. ~. . . ' " H' 'c:' J,'''., ~._"> T:\PLANNING\FORMS\II02.IS {412002] ELECTRICAL PERMIT INSPE9'.I0N RECORD 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 IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATI!: COMMENTS NO StVZ-V /U:. ON "4 &~t.. '"1b $e. ~ 1te4.-0 t$< &wN~tL eJN t'I-N~ ~~ .,- GENERAL COMMENTS: PW.II02.1S t4l96) s ~-- "loii:",~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 32t 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 05-00000063 Date .643476 239 W 7TH ST 06-30-00-0-1-6460-0000- DEMOLITION 1/27/05 RESIDENTIAL HIGH DENSITY 500 Owner Contractor DELGADO FURMAN PO BOX 471 FORKS WA 983310471 HATHAWAY CONSTRUCTION 309 W. 7TH STREET PORT ANGELES PORT ANGELES WA 98362 (360) 457-5627 Structure Information Construction Type . . . . Occupancy Type . . . . . DEMO GARAGE TYPE V NON-RATED GARAGES, CARPORTS, SHEDS Permit Additional desc Permit Fee Issue Date Expiration Date DEMOLITION DEMO GARAGE, 47.00 1/27/05 7/26/05 NO LANDFILL Plan Check Fee Valuation .00 o Qty Unit Charge Per BASE FEE Extension 47.00 Other Fees STATE SURCHARGE 4.50 q:;> \)J -...0 Fee sununary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 47.00 47.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 51.50 51.50 .00 .00 c -:J ""t" .3 fJ\ "j 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 Owner (if owner is builder) Date T:\PolicieslI102_15 building permit inspection record05.wpd [1/4/2005] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FORELECTRlCAL 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 NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS PIERS POST HOLES (POLE BLDGS.) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING I FRAMING JOISTS 1 GIRDERS SHEAR W ALL/HOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CIDMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKlNG/LIGHTING 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. 1 PWI CONSTRUCTION - R. W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 '2-1- DC> W\./ BUILDING T:\Policies\1102_15 building permil inspection record05.wpd [1/4/2005] FOR OFfICIAL USE 01'.JL Y: BUILDING PERMIT - APPLICATION Date Rec.: 1- 27-65 05 .-= Permit #: - h..s Dale Approved: Date Issued: Fill out COMPLETELY and in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. !fyou have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent: Phone: ~/;>. 'f~'A3 / 7/. /4.. ( /t1 j' // .6 /..6- // /70 /i/ ' Address: K r3 f t' () '?r-L Architect/Engineer: {'lIlAJlJ-./~ '5L/t?/TH Contractor f/47 HA (.{~,4S/ 101/1<] R//;1fj.o;c$tate License #: Address: City: Owner: Phone: City: "'"/6.(('T A.JJ-~~s Zip: 9 S'::5'?'::Z Phone: Exp: Phone: Zip: ZONING: PROJECT ADDRESS: ;:{(""q 9 /-/} /l:L ~/r.J 'T A/V/?-&.?-e 5 /..". P LEGAL DESCRIPTION: Lot: Block: CLALLAM COUNTY PARCEL NUMBER: Subdivision: Credit Card Holder Name: Billing Address: City: Credit Card Type VISA MC # Exp. Date: TYPE OF WORK: SIZEN ALUATION: D Residential D New Constr. D Re-roof D Stove SF. @ $ /SF. = $ D Multi-family D Addition D Move D Garage SF. @ $ /SF. = $ D Commercial D Remodel }1.,Demolition D Deck SF. @ $ /SF. = $ D Repair D Sign D Other TOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT: U,40 /7/7/./~ #{1A""lf 15'/'7 (J(~ lt1'j.JJ -<7/J ~fLfl_ - t/ (/ ().rL(A AJ~.///.. kYkG N6t- 56(~ ~ L~vL("'I) ..fI'l I COMMERCIALIRESIDENTIAL: Occupancy Group: Occupant Load: Construction Type: No. of Stories: Lot Size: Total lot coverage Existing Sq. Ft. & Proposed Sq. Ft. = TOTAL Sq. Ft. % APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): DYes D No SEPA Checklist required? DYes D No 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 permit fees are due at the time of permit issuance. EXPIRATION OF PLAN REVIEW: If no permit is issued within 180 days ofthe date of application, the application will expire. The Building Official can extend tlle 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 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 Citi.s.,?nd t!Jat I must obtain such permits prior to work. .~// 4// ~ Applicant:.- /'t iZ w: ~~ . <~ ~- ) Date: ,c/- ~"I-05"' , T:\R VESS\BLDG- forms-brochures\2004-Buildingpermit. wpd , . Of pORT"""", t.~ ". L~ ~ "tol,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Appl~cation Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zon~ng . . . Application valuat~on 04-00001181 Date .285558 239 W 7TH ST 06-30-00-0-1-6460-0000- RES ACCESSORY BUILDING 12/27/04 /' RESIDENTIAL HIGH DENSITY 17995 ~XPI~ 5 /~ I D& Owner Contractor DELGADO FURMAN PO BOX 471 FORKS WA 983310471 HATHAWAY CONSTRUCTION 309 W. 7TH STREET PORT ANGELES PORT ANGELES (360) 457-5627 REMODEL & ENLARGE UPPER LEVEL TYPE V NON-RATED SINGLE FAM & CONGREGATES TOTAL % LOT COVERAGE CONSTRUCTION TYPE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS WA 98362 Structure Information Construct~on Type Occupancy Type Other struct info 28.00 V-N 2.00 1701. 00 7000.00 264.00 1965.00 10.00 Permit Addit~onal desc Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 54.25 Plan Check Fee 12/27/04 Valuation 6/26/05 .00 o ~ <JJ ~ FG ~ l~ ~ ~ ~ I Qty Un~t Charge Per Extension 47.00 7.25 BASE FEE 1.00 7.2500 ECH ME-VENT FAN Permit Additional desc Permit Fee Issue Date Expiration Date PLUMBING PERMIT 68.00 12/27/04 6/26/05 Plan Check Fee Valuation .00 o Qty Unit Charge Per Extension 47.00 14.00 7.00 BASE FEE 2.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 1.00 7.0000 ECH PL- EA. WATER HEATER Permit Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT ADD UPPER STORY 224.00 12/27/04 6/26/05 -RESIDENTIAL & REMODEL GAR Plan Check Fee Valuation 89.60 17995 Qty Unit Charge Per 16.00 14.0000 THOU BL-2001-25K (14 PER K) Extension 224.00 Special Notes and Comments Buildin address si n shall not be less than 6" & not more 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 pro'lsions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit es not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performa ce of construction. .;:2. '7 '051 Date Signature of Owner (if owner is builder) T:\PLANNING\FORMS\1102.15 [11/14/2003] . c/PORT~ l~ r'la "-~ ~ ~,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . .. 04-00001181 pin number . . .285558 Page 2 Date 12/27/04 Special Notes and Comments 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 ~n dry wells or piped to approved storm drain locations. The Fire Department has reviewed the project applicat~on and has no comments The proposal will result in an accessory addit~on of 264 sq. ft. for a total sq footage of 1995 or 28% lot coverage. Setbacks are good. No land use issues are noted. Clearances of garage roof must be maintained forsvc wire - 3.00 feet Electrical load calculations and elctrical permits are required. MAINTAIN CLEARANCES FROM SERVICE WIRES Electrical load calculations and elctrical permits are required. Public works util~ty engineering has no requ~rements for this plan review. t1l.eter UYla.er 01) ke.5S0'1:(-- bVI Id, Yl~ "I- if'rOU''1Q ioU R@s. U ~ Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 346.25 346.25 .00 .00 Plan Check Total 89.60 89.60 .00 .00 Grand Total 435.85 435.85 .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\1102.15 [11/1412003] BUILDING PERMIT INSPECTION RECORD o.s - I J 8 J CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL 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 YES I NO FOUNDATION: FOOTINGS -"""'0",,6 2-7/0S' ~LC WALLS $\ 4.0 FOUNDATION DRAlNAGElDOWNSPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB 2.-I....~, -1(1 J ROUGH-IN (t? 11/ Or:, JV{,. WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS ~/11 O~ 1~1!A/ CEILING I I FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLD DOWNS r1- ~-o6' I...\J:I WALLS 1 ROOF 1 CEILING b/ (IDe::; \.IlL DRYWALL (INTERIOR BRACED PANEL ONLY) . T-BAR INSULATION pttr{1."-' l?f FU. onLy - (,./~/o5 SLAB I/-~-Oo Pi3 I)p WALL 1 FLOOR 1 CEILING b/~ lOt; C1W MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engmeenng DIVISIon) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: PARKINGILIGHTING 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. 1 PWI CONSTRUCTION - R. W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [11/1412003] PREPARED 11/07/05, 10 59 51 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER INSPECTION TICKET INSPECTOR_ JAMES L LIERLY PAGE DATE 1 11/07/05 239 W 7TH ST HATHAWAY CONSTRUCTION DELGADO FURMAN 06-30-00-0-1-6460-0000- 04-00001181 RES ACCESSORY BUILDING SUBDIV PHONE (360) 457-5627 PHONE _ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 2/02/05 JLL 2/02/05 AP BL9 01 3/02/05 JLL 3/03/05 AP BL3 01 6/07/05 JLL 6/07/05 AP BAIR 01 6/07/05 JLL 6/07/05 AP BLI 01 6/08/05 JLL 6/08/05 AP BUILDING FOUNDATION MONO SLAB Ron 460-5143 BUILDING SHEARWALL M1ke 460-9580 BUILDING FRAMING 06/06/2005 04 44 PM DYASUMUR NANCY 417-9229 06/07/2005 04 23 PM JLIERLY ---------------------------- a1r seal and plumb1ng rough ok on th1s 1nspect1on/]ll BUILDING AIR SEAL TIME 17 00 06/07/2005 04-27 PM JLIERLY ---------------------------- 06/17/2005 01 03 PM DYASUMUR --------------------------- BUILDING INSULATION TIME 17-00 06/08/2005 12:33 PM JLIERLY ---------------------------- nancy 417-9223 part1al 1nspect1on lrst floor/]ll pa06/0B/2005 04 51 PM JLIERLY ~if- -------------------------------------- COMMENTS AND NOTES -------------------------------------- BLI 02 BUILDING INSULATION 11/04/2005 04 49 PM NANCY PBARTHOL PREPARED 6/08/05, 12 39.17 CITY OF PORT ANGELES ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER INSPECTION TICKET INSPECTOR. JAMES L LIERLY PAGE DATE 2 6/08/05 239 W 7TH ST HATHAWAY CONSTRUCTION DELGADO FURMAN 06-30-00-0-1-6460-0000- 04-00001181 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 457-5627 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 BL9 01 BL3 . 01 BAIR 01 BLI 01 2/02/05 JLL 2/02/05 AP 3/02/05 JLL 3/03/05 AP 6/07/05 JLL 6/07/05 AP BUILDING FOUNDATION MONO SLAB Ron 460-5143 BUILDING SHEARWALL Mlke 460-9580 BUILDING FRAMING 06/06/2005 04 44 PM DYASUMUR NANCY 417-9229 06/07/2005 04 23 PM JLIERLY ---------------------------- alr seal and plumblng rough ok on th,S lnspectlon/]ll BUILDING AIR SEAL TIME: 17 00 06/07/2005 04.27 PM JLIERLY ---------------------------- BUILDING INSULATION TIME. 17.00 06/08/2005 12 33 PM JLIERLY ---------------------------- nancy 417-9223 ~!p -------------------------------------- COMMENTS AND NOTES -------------------------------------- ~\ f'G~ OJ.V(y l sJ- Jf[; PREPARED 6/07/05, 16 27 38 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 2 6/07/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 239 W 7TH ST HATHAWAY CONSTRUCTION DELGADO FURMAN 06-30-00-0-1-6460-0000- 04-00001181 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 457-5627 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS PL1 01 2/01/05 JLL PLUMBING UNDER SLAB TIME 17.00 2/01/05 AP Vlnce 460-9635 PL2 01 ,6(~7/O~ JLL PLUMBING ROUGH-IN TIME 17 00 ~ ~ 06/07/2005 04 27 PM JLIERLY ---------------------------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/07/05, 16:27 38 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY PAGE DATE 1 6/07/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 239 W 7TH ST HATHAWAY CONSTRUCTION DELGADO FURMAN 06-30-00-0-1-6460-0000- 04-00001181 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 457-5627 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 2/02/05 JLL 2/02/05 AP BL9 01 3/02/05 JLL 3/03/05 AP BL3 01 6/07/05 JLL 6/07/05 AP BAIR 01 6/07/0, JLL \1(1\- ~ (' ----------------------------------- CONTINUED ONTO BUILDING FOUNDATION MONO SLAB Ron 460-5143 BUILDING SHEARWALL Mlke 460-9580 BUILDING FRAMING 06/06/2005 04 44 PM DYASUMUR NANCY 417-9229 06/07/2005 04 23 PM JLIERLY ---------------------------- alr seal and plumblng rough ok on thlS lnspectlon/Jll BUILDING AIR SEAL TIME 17 00 06/07/2005 04 27 PM JLIERLY ---------------------------- NEXT PAGE ----------------------------------- PREPARED 6/07/05, 12 58 19 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR: JAMES L LIERLY ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 239 W 7TH ST HATHAWAY CONSTRUCTION DELGADO FURMAN 06-30-00-0-1-6460-0000- 04-00001181 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 457-5627 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 2/02/05 JLL BUILDING FOUNDATION MONO SLAB 2/02/05 AP Ron 460-5143 BL9 01 3/02/05 JLL BUILDING SHEAR WALL 3/03/05 AP Mlke 460-9580 BL3 01 6/07/05 JLL BUILDING FRAMING ~ FF- 06/06/2005 04 44 PM DYASUMUR NANCY 417-9229 -------------------------------------- COMMENTS AND NOTES ?\ ~~ ~A '-- ~I.fl SOQ--l ~ i)\{L. U~~ PAGE DATE 7 6/07/05 b A'+-~ / PREPARED 3/02/05, 12:24-38 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 5 3/02/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 239 W 7TH ST HATHAWAY CONSTRUCTION DELGADO FURMAN 06-30-00-0-1-6460-0000- 04-00001181 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 457-5627 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 2/02/05 JLL BUILDING FOUNDATION MONO SLAB 2/02/05 AP Ron 460-5143 BL9 01 ~02/05 JLL BUILDING SHEARWALL . f-!r{;J Mlke 460-9580 --------- - -------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 2/02/05, 13 03 55 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 7 2/02/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER, 239 W 7TH ST HATHAWAY CONSTRUCTION DELGADO FURMAN 06-30-00-0-1-6460-0000- 04-00001181 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 457-5627 PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 2/02/05 ~L BUILDING FOUNDATION MONO SLAB ~ Ron 460-5143 ------------------------ ------------- COMMENTS AND NOTES -------------------------------------- PREPARED 2/01/05, 13 17 03 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 2/01/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 239 W 7TH ST HATHAWAY CONSTRUCTION DELGADO FURMAN 06-30-00-0-1-6460-0000- 04-00001181 RES ACCESSORY BUILDING SUBDIV PHONE PHONE (360) 457-5627 PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP TYP/SQ COMPLETED RESULT DESCRIPTION RESULTS/COMMENTS PL1 01 ~\Ot/0.5_ J~~/l PLUMBING UNDER SLAB ~ ~ Vlnce 460-9635 -------------------------------------- COMMENTS AND NOTES -------------------------------------- TIME' 17.00 , ' LINDBE . '- .~ ARC H I . 319 s. peabody, suite b, port angeles, wa 98362 360.452.6116/ fax 360.452.7064 Project: bf5L.~At>O ~A~'5 Subiect: l~'f1iep.~ ~l,.t".' $ . . Date: ~.~ ' pArJ...TI ~\.\,ri _ B'tJ C,U)~ ~OW tz.,t?5 ~~V'I\ i 0 tv CflV"'i" S ~l'JD ~rl) ~ lJ rze; C . Vl4 \5 Project No. Sy: c..o~ Sheet I of G112 11\ i-11A l."2t5" C tA~.POI~c;, t.Ojf'VlC/TlAWJ )tJD fi\f\~ ~~c...l~ WINO ftr6))6U ( ::; NOijJ Lo~ - c;.os c?814Jl\ '" De- ~ l u.1\J - p'2- . {)JtJ;f ,~IH~' fv{,.j . Mo'Oe,1?p.rtf -""i"-=-:>-:::~ '~-...,~ .......~ --, .,_' ~.~ - '~." .'; ..: I . '.. . ~ i\\.t i ., .. ... H C T S 319 S Peabody, Suite B., Port Angeles, W A 98362 360.452.6116/ fax 360.452.7064 · contact<'mlindarch com / www.lmdarch.com Project: Dt!~D:.7 (:;jiA~e Subject: L4~-r~P.}, 6AL",e,,' S, Date: DfSC,. 'UJII4f- SHEAR WALL SUMMARY Project No. By: t-ol?? Sheet '2- of W L H V VIL SW VH- WL/2 POS1f HOLD DOWN lAf PI5!Z- Pi. ~)c:. I J /d. z;/ ~~G 2- ~~8 , ,~/ at II I /YI7fc. 40 3 J4- \~. a,52. '2.?B I 13 :;'7 =:/', (VI 71"'" 40 A I~ /'72~ t']c, l5? - . I - , 13 It!> ciJ) J,zq qb IS> -I , - I f...." w 6Jz-- F'-'- !bp:- I I ~z.. t::1' GIZ,2. 2'; 3>> I )t:J17 s=' '1 ~oz.4<50~ 1- 10, '5 '2~t; 5 :z~ I I Cj2tf $" , 'Pi40'2.~ '50;3 ~ 14- ~t) 1 ~2,? 3 /57 !5 :s "I p~ tiZ,' St/53 J ~~,~ / ~Z.6 l"b~ ~ - -I' - ~ 14'15 I 4-5QO '311 '2.. I "l ~o ~.t I p~rr;,- SO?3 Go 10 ~ f>'?3 e5 t!S? -I ' . - - " I I - , 1/ ALLOFIT/FIRMINFO/FORMS/SHEAR W AL r c ... .. r () E m c ill 1J r i 1J m m '< ill m : r r , m (p ~ I m r J>. (p ill I ~ m I ~ ~ J>. 18 - -u r ill I'BIIi !~:~ ~~ ~e~ g r E 1J l> ! 1~:!8D!i I~i Iri i~~i 8 r r )>. r i~d- !I~ i-~ i~ : z 1J r ftti'iii Q qQ Qr!" !# !D )>. z ~, . I g ~ g ~ ,rifI,Q ~ ~I i'i!fr tiP i,~ ~; ~ ,!I~ liq I' I~ ! . !I ~ lir Ilr ..~ li~ . dl~1 ~~~~~- ~ -~ ~ NO 8IEAR IW.L flEQIIlIEl) ~ $EAR IW.L NI'IlElIl2 ~ NO 8l&lR1W.L 1IlEQIIlEp .4~ e.s#~ 11,-- -~ ii,~ -~ ~4~ ~v ~ NO eiEARM.L IIlEQIIlB) -_..4~ ~~ J 0 o ;~~ ~/' ,4~ ~v lIWJ.. 'A' .~ 0 ,--------, 0 NOseARlW.L 1llEGUIlEP ~ I I I d'"'I~Gn\ mrrrr'I1I'1I' 31.9 South Peabod7 9\.1 DAm :ILJINDBlBR.~ lLJ[']l Port !~lJ YA 883112 BBVJSBD:I2-o1-04 ARC H ][ T lB C T S ~(8110) 462-8118 COlIJI. .,. A GARAGE ADDITION AND REMODEL , -"""~' "-'''11 MR. & MRS. DELGADO ~"..~~~ 239 WEST 7th STREE. PORT ANGELES. W'A j- A. PLYWOOD OR O.S.B. SHEAR WALLS 1. MAXIMUM SHEAR = 250 P.L.F. USE Yz" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 6" O.C. FOR FRAMING, USE OF NO.2. PROVIDE Yz" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 2. MAXIMUM SHEAR = 315 P.L.F. USE Yz" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 5" O.C. FOR FRAMING, USE OF NO.2. PROVIDE W' DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 3. MAXIMUM SHEAR = 375 P.L.F. USE %" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 4" O.C. FOR FRAMING, USE 3X DF NO.2. PROVIDE Yz" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 4. MAXIMUM SHEAR = 490 P.L.F. USE 'Yz" SHEA TING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.C. FOR FRAMING, USE 3X DF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 32" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 5. MAXIMUM SHEAR = 560 P.L.F. USE 'Yz" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" . O.C. FOR FRAMING, USE 3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 24" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. i 6. n MAXIMUM SHEAR = 685 P.L.F. U$E Yz" SHEATING - ONE SIDE OF WALL. NAIL All EDGES WITH 10d NAILS AT 2 1/2" O.C. STAGGERED. FOR FRAMING, USE 3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVI DE 5/8" DIAMETER ANCHOR BOLTS AT 20'~ O.C. MAXIMUM SPACING AT THE . FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 7. MAXIMUM SHEAR = 770 P.L.F. USE Yz" SHEATING - ONE SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.C. STAGGERED. FOR FRAMING, USE 3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT 18" O.C. MAXIMUM SPACING AT THE FouNDATION. FOR TIE DOWNS:A T EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. '. 8. MAXIMUM SHEAR = 870 P.L.F. USE %" SHEA TING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 31/2" O.C. FOR FRAMING, USE 3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 20" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 9. MAXIMUM SHEAR ='-980 P.L.F. USE %" SHEATING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 8d NAILS AT 3" O.C. FOR FRAMING, USE 3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 18" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 10. MAXIMUM SHEAR = 1,200 P.L.F. USE %" SHEATING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 3" O.C. STAGGERED. FOR FRAMING, USE 3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 14" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 11. MAXIMUM SHEAR = 1,540 P.L.F. , USE %" SHEATING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 2" O.C. STAGGERED. FOR FRAMING, USE 3X OF NO.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 11" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. 12. MAXIMUM SHEAR = 1,740 P.L.F. USE 5/8" SHEATING - BOTH SIDE OF WALL. NAIL ALL EDGES WITH 10d NAILS AT 4: Q,Q.JHAGGERED. FOR FRAf,//ING,LJSE~X Df ~O.2. DOUBLE BOTTOM PLATES ARE REQUIRED, BOLT THROUGH BOTH PLATES WITH ANCHOR BOLTS. PROVIDE 3/4" DIAMETER ANCHOR BOLTS AT 9" O.C. MAXIMUM SPACING AT THE FOUNDATION. FOR TIE DOWNS AT EACH END OF THE WALL, SEE FRAMING/SHEAR WALL PLANS. Roof Beam[ 2000 International BuildinQ Code (97 NOS) 1 Ver: 6.00.7 By: Charles Smith, Lindberg & Smith on: 12-08-2004: 4:18:30 PM Project DELGADO - Location WINDOW HEADER 1 Summary' ( 2 ) 1 5 IN x 5 5 IN x 25FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By 10880% Controlling Factor: Area / Depth Required 1 37 In Deflections Dead Load Live Load Total Load Reactions (Each End) Live Load Dead Load Total Load Beanng Length Required (Beam only, support capacity not checked)' Beam Data Span Maximum Unbraced Span. Pitch Of Roof Live Load Deflect Critena Total Load Deflect. Cntena Roof Loadinq Roof Live Load-Side One Roof Dead Load-Side One Tnbutary Width-Side One Roof Live Load-Side Two: Roof Dead Load-Side Two Tnbutary Width-Side Two Roof Duration Factor Beam Self Welqht Slope/Pitch Adjusted Lenqths and Loads Adjusted Beam Lenqth Beam Uniform Live Load' Beam Uniform Dead Load Total Uniform Load' Properties For #2- Douqlas Fir-Larch (North) Bendlnq Stress Shear Stress Modulus of Elasticity Stress Perpendicular to Grain Adjusted Properties Fb' (TenSion)' Adjustment Factors Cd=1 15 CI=1 00 Cf=1.30 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U U LL1= DL1= TW1= LL2= DL2= TW2= Cd= BSW= Ladi= wL= wD adi= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv' Fv'= Adjustment Factors' Cd=1.15 Design ReqUirements Controllinq Moment 1 25 ft from left support Cntlcal mOr'l1ent creat~d by cQmblning <;I1I.dead and live loads. Controlllnq Shear At a distance d from support Cntlcal shear created by combining all dead and live loads Compansons With ReqUired Sections Section Modulus (Moment). Area (Shear). Moment of Inertia (Deflection)" M= v= Sreq= S= Areq= A= Ireq= 1= 0.00 IN 0.00 IN = U30292 0.00 IN = U17968 94 LB 64 LB 158 LB 0.08 IN 25 FT 2.0 FT 4 . 12 240 180 25.0 PSF 150 PSF 20 FT 25.0 PSF 15.0 PSF 1.0 FT 1.15 4 PLF 2.5 FT 75 PLF 51 PLF 126 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1267 PSI 109 PSI 99 FT-LB 101 LB 0.94 IN3 15.13 IN3 1.39 IN2 16.50 IN2 042 IN4 41.59 IN4 Roof Beam[ 2000 International BUlldin~ Code (97 NDS) 1 Ver: 6.00.7 By. Charles Smith, Lindberg & Smith on 12-08-2004: 4'18 59 PM Prolect DELGADO - Location WINDOW HEADER 2 Summary ( 2 ) 1.5 IN x 5 5 IN x 25FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By 181 0% Controlling Factor: Area / Depth Required 2.81 In Deflections Dead Load Live Load Total Load Reactions (Each End) Live Load Dead Load. Total Load Beanng Length Required (Beam only, support capacity not checked) Beam Data Span. Maximum Unbraced Span Pitch Of Roof Live Load Deflect Cnteria: Total Load Deflect Cntena Roof Loadinq Roof Live Load-Side One' Roof Dead Load-Side One Tnbutary Width-Side One Roof Live Load-Side Two Roof Dead Load-Side Two Tnbutary Width-Side Two. Roof Duration Factor Beam Self Welqht Slope/Pitch Adjusted Lenqths and Loads: Adlusted Beam Lenqth: Beam Uniform Live Load Beam Uniform Dead Load Total Uniform Load' Properties For #2- Douqlas Fir-Larch (North) Bendlnq Stress Shear Stress Modulus of Elastrclty: Stress Perpendicular to Grain Adjusted Properties Fb' (TenSion) Adjustment Factors. Cd=1.15 CI=1 00 Cf=1.30 Fv' DLD= 0.00 IN LLD= 000 IN = U6991 TLD= 001 IN = U4250 LL-Rxn= 406 LB DL-Rxn= 262 LB TL-Rxn= 668 LB BL= 0.36 IN L= 2.5 FT Lu= 2.0 FT RP= 4 :12 U 240 U 180 LL1= 250 PSF DL1= 150 PSF TW1= 20 FT LL2= 250 PSF DL2= 15.0 PSF TW2= 11 0 FT Cd= 1 15 BSW= 4 PLF Ladl= 25 FT wL= 325 PLF wD_adi= 210 PLF wT= 535 PLF Fb= 850 PSI Fv= 95 PSI E= 1600000 PSI Fc_perp= 625 PSI Fb'= 1267 PSI Fv'= 109 PSI M= 418 FT-LB V= 428 LB Sreq= 3.96 IN3 S= 15.13 IN3 Areq= 587 IN2 A= 16.50 IN2 Ireq= 1.76 IN4 1= 41.59 IN4 Adjustment Factors' Cd=1.15 Design Requirements: Controlllnq Moment 1 25 ft from left support Cntlcal moment created by combining all dead and live loads. Controlllnq Shear At a distance d from support. Cntlcal shear created by combining all dead and live loads. Compansons With Required Sections' Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection)' Multi-Loaded Beamf 2000 International BUlldinq Code (97 NOS) 1 Ver: 6.00.7 By: Charles Smith, Lindberg & Smith on 12-08-2004: 4'23.13 PM Project DELGADO - Location WINDOW HEADER 3 Summary 3 5 IN x 7 25 IN x 25FT 1#2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By 909% Controlling Factor' Area I Depth Required 4.4 In Center Span Deflections Dead Load. DLD-Center= Live Load LLD-Center= Total Load TLD-Center= Center Span Left End Reactions (Support A): Live Load LL-Rxn-A= Dead Load' DL-Rxn-A= Total Load TL-Rxn-A= Beannq Lenqth Required (Beam only, support capacity not checked): BL-A= Center Span Riqht End Reactions (Support B). Live Load' LL-Rxn-B= Dead Load DL-Rxn-B= Total Load TL-Rxn-B= Beanng Length Required (Beam only, support capacity not checked): BL-B= Beam Data Center Span Lenqth L2= Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= Live Load Duration Factor: Cd= Live Load Deflect. Cnteria: U Total Load Deflect Cntena U Center Span Loading Uniform Load Live Load wL-2= 325 PLF Dead Load wD-2= 195 PLF Beam Self Weight BSW= 6 PLF Total Load' wT-2= 526 PLF Point Load 1 Live Load PL 1-2= 1000 LB Dead Load PD1-2= 0 LB Location (From left end of span): X1-2= 1.25 FT Properties For #2- Douqlas Fir-Larch (North) Bendlnq Stress Fb= 850 PSI Shear Stress. Fv= 95 PSI Modulus of ElastiCity E= 1600000 PSI Stress Perpendicular to Gram: Fc_perp= 625 PSI Adjusted Properties Fb' (TenSion). Fb'= 1102 PSI Adjustment Factors' Cd=1.00 CI=1 00 Cf=1.30 Fv' Fv'= Adjustment Factors Cd=1 00 Design Requirements Controllinq Moment 1 25 Ft from left support of span 2 (Center Span) Cntical moment created by combinmg all dead loads and live loads on span(s) 2 Controllmq Shear At a distance d from left support of span 2 (Center Span) Cntlcal shear created by combining all dead loads and live loads on span(s) 2 Compansons With Required Sections Section Modulus (Moment) M= V= Area (Shear) Moment of Inertia (Deflection) Sreq= S= Areq= A= Ireq= 1= 000 IN 000 IN = U6291 0.01 IN = U5206 906 LB 251 LB 1158 LB 053 IN 906 LB 251 LB 1158 LB 053 IN 2.5 FT 2.0 FT 25 FT 100 360 240 95 PSI 1036 FT-LB 842 LB 11.28 IN3 3066 IN3 13.29 IN2 25.38 IN2 6.36 IN4 111.15 IN4 Combination Roof and Floor Beam[ 2000 International Buildinq Code (97 NDS) ] Ver: 6 00.7 By Charles Smith, Lindberg & Smith on 12-08-2004. 4:26:23 PM Project DELGADO - Location GARAGE DOOR HEADER Summary ( 2 ) 1 5 I N x 11 25 I N x 90FT 1#2 - DouQlas Fir-Larch (North) - Dry Use Section Adequate By' 75 9% Controllinq Factor: Section Modulus I Depth Required 8.48 In * Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load Live Load Total Load. Reactions (Each End). Live Load Dead Load Total Load Beanng Length Required (Beam only, support capacity not checked): Beam Data Span Maximum Unbraced Span Live Load Deflect Cntena: Total Load Deflect. Cntena Roof Loadlnq Roof Live Load-Side One. Roof Dead Load-Side One Roof Tnbutary Width-Side One. Roof Live Load-Side Two Roof Dead Load-Side Two' Roof Tnbutary Width-Side Two: Roof Duration Factor Floor Loadmq' Floor Live Load-Side One. Floor Dead Load-Side One: Floor Tnbutary Width-Side One: Floor Live Load-Side Two: Floor Dead Load-Side Two. Floor Tnbutary Width-Side Two' Floor Duration Factor Wall Load Beam Loads Roof Uniform Live Load' Roof Uniform Dead Load (Adjusted for roof pitch) Floor Uniform Live Load. Floor Uniform Dead Load Beam Self Welqht Combined Uniform Live Load. Combined Uniform Dead Load. Combined Uniform Total Load: Controlllnq Total Deslqn Load: Properties For' #2- Douqlas Fir-Larch (North) Bendlnq Stress Shear Stress Modulus of Elasticity. Stress Perpendicular to Grain Adjusted Properties Fb' (Tension) Adjustment Factors Cd=1 15 CI=O 97 Cf=1.00 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= U U RLL 1 = RDL 1 = RTW1= RLL2= RDL2= RTW2= Cd-roof= FLL1= FDL 1 = FTW1= FLL2= FDL2= FTW2= Cd-floor= WALL= wL-roof= wD-roof= wL-floor= wD-floor= BSW= wL= wD= wT= wT-cont= Fb= Fv= E= Fc_perp= Fb'= Fv' Fv'= Adjustment Factors' Cd=1.15 Design Requirements Controlllnq Moment. 45ft from left support Cntlcal moment created by combining all dead and live loads. Controlllnq Shear At a distance d from support. Cntlcal shear created by combining all dead and live loads. Comparisons With ReqUired Sections Section Modulus (Moment). Area (Shear) Moment of Inertia (Deflection) M= V= Sreq= S= Areq= A= Ireq= 1= 517 750 1267 068 25.0 15.0 2.0 25.0 150 1.0 1.15 40.0 150 1.0 40.0 15.0 0.0 1.00 96 75 47 40 15 8 115 167 282 282 850 95 1600000 625 951 109 PSI 0.04 003 0.07 IN IN = U3624 IN = U1480 LB LB LB IN FT FT 90 90 360 240 PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI 2852 FT-LB 1014 LB 35.97 IN3 6328 IN3 1392 IN2 3375 IN2 5774 IN4 355.96 IN4 Combination Roof and Floor Beam[ 2000 International BuildinQ Code (97 NOS) ] Ver: 6.00 7 By: Charles Smith, Lindberg & Smith on: 12-08-2004: 4:27:55 PM Prolect DELGADO - Location FLOOR 1 Summary' 3.125 IN x 25 5 IN x 170FT /24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By 436% Controllmg Factor: Area / Depth Required 19.6 In * Glulam section not readily available Deflections Dead Load Live Load Total Load Reactions (Each End) Live Load Dead Load Total Load Beannq Lenqth Required (Beam only, support capacity not checked)' Camber Reqd Beam Data' Span Maximum Unbraced Span Live Load Deflect Cnteria: Total Load Deflect Cntena: Camber Adjustment Factor: Roof Loadmq' Roof Live Load-Side One. Roof Dead Load-Side One: Roof Tnbutary Width-Side One. Roof Live Load-Side Two Roof Dead Load-Side Two. Roof Tnbutary Width-Side Two Roof Duration Factor Floor Loadlnq Floor Live Load-Side One Floor Dead Load-Side One' Floor Tnbutary Width-Side One' Floor Live Load-Side Two Floor Dead Load-Side Two: Floor Tnbutary Width-Side Two' Floor Duration Factor Wall Load Beam Loads Roof Uniform Live Load Roof Uniform Dead Load (Adjusted for roof pitch): Floor Uniform Live Load. Floor Uniform Dead Load' Beam Self WelQht Combined Uniform Live Load. Combined Uniform Dead Load. Combined Uniform Total Load. Confrollmq T ofaTDesiqn-Load' Properties For. 24F-V4- Visually Graded Western Species Bendmq Stress Shear Stress Modulus of Elasticity DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= C= L= Lu= U U CAF= RLL 1 = RDL1= RTW1= RLL2= RDL2= RTW2= Cd-roof= FLL1= FDL 1 = FTW1= FLL2= FDL2= FTW2= Cd-floor= WALL= wL -roof= wD-roof= wL-floor= wD-floor= BSW= wL= wD= wT= wT-cont: Stress Perpendicular to Grain: Bendmq Stress of Comp Face In Tension' Adjusted Properties Fb' (Tension). Adjustment Factors Cd=1 15 CI=O 98 Cv=1 00 Fb= Fv= Ex= Ey= Fc perp= Fb_cpr= Fb'= Fv' Fv'= Adlustment Factors: Cd=1.15 Design Requirements Controlllnq Moment 85ft from left support Cntlcal moment created by combining all dead and live loads Controlllnq Shear' At a distance d from support Cntlcal shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear)' Moment of Inertia (Deflection)' M= V= Sreq= S= Areq= A= Ireq= 1= 6503 4130 10633 5.23 0.18 25.0 15.0 2.0 250 15.0 11.0 1.15 40.0 15.0 11.0 400 150 00 1.00 96 325 206 440 165 19 765 486 1251 - 1-251- 2400 190 1800000 1600000 650 1200 2711 219 PSI 0.12 0.18 0.30 IN IN = U1103 IN = U675 LB LB LB IN IN FT FT 17.0 1.67 360 240 1.5 XDLD PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF- PSI PSI PSI PSI PSI PSI PSI 45189 FT-LB 8081 LB 20005 IN3 338.67 IN3 55.48 IN2 7969 IN2 1536.19 IN4 431807 IN4 Multi-Loaded Beam[ 2000 International BUlldlnq Code (97 NOS) 1 Ver: 6.00.7 By Charles Smith, Lindberg & Smith on' 12-08-2004: 4:31'27 PM ProJect: DELGADO - Location FLOOR 2 Summary 3.125 I N x 21 0 I N x 170FT I 24F-V4 - Visually Graded Western Species - Dry Use Section Adequate By 538% ControllIng Factor: Area I Depth Required 15.68 In Center Span Deflections Dead Load DLD-Center= Live Load' LLD-Center= Total Load TLD-Center= Camber ReqUIred C= Center Span Left End Reactions (Support A) Live Load LL-Rxn-A= Dead Load DL-Rxn-A= Total Load. TL-Rxn-A= Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= Center Span Rlqht End Reactions (Support B): Live Load' LL-Rxn-B= Dead Load DL-Rxn-B= Total Load' TL-Rxn-B= Beanng Length Required (Beam only, support capacity not checked): BL-B= Beam Data Center Span Lenqth L2= Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= Live Load Duration Factor Cd= Live Load Deflect Cntena' U Total Load Deflect Cnteria U Center Span Loading Uniform Load. Live Load wL-2= 325 PLF Dead Load wD-2= 291 PLF Beam Self Weight BSW= 16 PLF Total Load' wT-2= 632 PLF Trapezoidal Load 1 Left Live Load TRL-Left-1-2= 440 PLF Left Dead Load TRD-Left-1-2= 165 PLF Riqht Live Load TRL-RiQht-1-2= 440 PLF Riqht Dead Load TRD-Right-1-2= 165 PLF Load Start. A-1-2= 13.0 FT Load End B-1-2= 17.0 FT Load Lenqth' C-1-2= 4.0 FT Properties For: 24F-V4- Visually Graded Western Species Bendlnq Stress Fb= 2400 PSI Shear Stress Fv= 190 PSI Modulus of Elasticity Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain. Fc perp= 650 PSI Bendlnq Stress of Comp Face in Tension' Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension) Fb'= 2372 PSI Adjustment Factors Cd=1 00 CI=0.99 Fv' Fv'= Adlustment Factors' Cd=1 00 Design Requirements ControllInq Moment 901 Ft from left support of span 2 (Center Span) Cntlcal moment created by combining all dead loads and lIve loads on span(s) 2 Controllinq Shear At a distance d from nqht support of span 2 (Center Span) Cntlcal 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= V= 0.14 IN 0.17 IN = U1236 031 IN = U664 021 IN 2970 LB 2687 LB 5656 LB 2.78 IN 4315 LB 3191 LB 7507 LB 3.70 IN 17.0 FT 1.67 FT 17.0 FT 1 00 360 240 190 PSI 25312 FT-LB 5404 LB 12807 IN3 229.69 IN3 42.66 IN2 65.63 IN2 871.32 IN4 2411 72 IN4 Combination Roof and Floor Beam[ 2000 International BuildinQ Code (97 NDS) ] Ver. 6.007 By' Charles Smith. Lindberg & Smith on. 12-08-2004 . 4:33:29 PM ProJect. DELGADO - Location WINDOW IFLOOR HEADER 3 Summary 35 IN x 725 IN x 30FT 1#2 - DouQlas Fir-Larch (North) - Dry Use Section Adequate By 65.9% Controlling Factor: Area I Depth Required 4.75 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 Maximum Unbraced Span. Live Load Deflect Cntena. Total Load Deflect Cnteria' Roof Loadlnq Roof Live Load-Side One' Roof Dead Load-Side One Roof Tributarv Width-Side One' Roof Live Load-Side Two Roof Dead Load-Side Two Roof Tnbutary Width-Side Two' Roof Duration Factor Floor Loadinq Floor Live Load-Side One Floor Dead Load-Side One. Floor Tnbutary Width-Side One: Floor Live Load-Side Two. Floor Dead Load-Side Two Floor Tnbutary Width-Side Two' Floor Duration Factor. Wall Load Beam Loads Roof Uniform Live Load. Roof Uniform Dead Load (Adjusted for roof pitch): Floor Uniform Live Load Floor Uniform Dead Load Beam Self Welqht Combined Uniform Live Load' Combined Uniform Dead Load: Combined Uniform Total Load Controllinq Total Deslqn Load Properties For #2- Douqlas Fir-Larch (North) Bendlnq Stress Shear Stress . Modulus of ElastiCity Stress Perpendicular to Grain Adjusted Properties Fb' (TenSion) Adjustment Factors' Cd=1 15 CI=1.00 Cf=1 30 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= U U RLL1= RDL 1= RTW1 = RLL2= RDL2= RTW2= Cd-roof= FLL1= FDL 1= FTW1= FLL2= FDL2= FTW2= Cd-f1oor= WALL= wL-roof= wD-roof= wL-f1oor= wD-f1oor= BSW= wL= wD= wT= wT-cont= Fb= Fv= E= Fc_perp= Fb'= Fv" Fv'= Adlustment Factors Cd=1.15 DeSign ReqUirements Controllinq Moment 15ft from left support Cntlcal moment created by combining all dead and live loads. Controlhnq Shear At a distance d from support. Cntical shear created by combining all dead and live loads. Compansons With ReqUired Sections. Section Modulus (Moment). Area (Shear) Moment of Inertia (Deflection) M= V= Sreq= S= Areq= A= Ireq= 1= 1148 709 1857 0.85 25.0 15.0 20 25.0 15.0 11.0 1 15 40.0 15.0 11.0 400 15.0 0.0 100 96 325 206 440 165 6 765 473 1238 1238 850 95 1600000 625 1268 109 PSI 0.00 0.01 001 IN IN = U4593 IN = U2839 LB LB LB IN FT FT 3.0 1.67 360 240 PSF PSF FT PSF PSF FT PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI 1392 FT-LB 1114 LB 13.18 IN3 3066 IN3 15.29 IN2 2538 IN2 9.40 IN4 111.15 IN4 Combination Roof and Floor Beam[ 2000 International BuildmQ Code (97 NOS) ] Ver: 6.00.7 By Charles Smith, Lindberg & Smith on: 12-08-2004 . 4:34 12 PM Prolect. DELGADO - Location' WINDOW /FLOOR HEADER 4 Summary ( 2 ) 1 5 IN x 5 5 IN x 25FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By 441 4% Controlling Factor Area / Depth Required 2.03 In Deflections Dead Load Live Load Total Load Reactions (Each End) Live Load Dead Load Total Load Bearrng Length ReqUired (Beam only, support capacity not checked): Beam Data Span MaXimum Unbraced Span' Live Load Deflect Crrtena: Total Load Deflect Critena: Roof Loadlnq: Roof Live Load-Side One. Roof Dead Load-Side One Roof Tnbutary Width-Side One Roof Live Load-Side Two Roof Dead Load-Side Two Roof Tnbutary Width-Side Two. Roof Duration Factor Floor Loadlnq Floor Live Load-Side One. Floor Dead Load-Side One. Floor Tnbutary Width-Side One. Floor Live Load-Side Two' Floor Dead Load-Side Two: Floor Tnbutary Width-Side Two: Floor Duration Factor' Wall Load Beam Loads Roof Unrform Live Load' Roof Uniform Dead Load (Adjusted for roof pitch): Floor Uniform Live Load. Floor Uniform Dead Load. Beam Self Welqht Combined Uniform Live Load. Combined Uniform Dead Load Combined Uniform Total Load Controlllnq Total Deslqn Load Properties For. #2- Douqlas Fir-Larch (North) Bendlnq Stress Shear Stress Modulus of ElastiCity Stress Perpendicular to Gram Adjusted Properties Fb' (TenSion)' Adjustment Factors Cd=1.15 CI=1 00 Cf=1.30 DLD= LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= U U RLL 1 = RDL1= RTW1= RLL2= RDL2= RTW2= Cd-roof= FLL1= FDL 1 = FTW1= FLL2= FDL2= FTW2= Cd-f1oor= WALL= wL-roof= wD-roof= wL-f1oor= wD-f1oor= BSW= wL= wD= wT= wT-cont= Fb= Fv= E= Fc_perp= Fb'= Fv' Fv'= Adjustment Factors: Cd=1.15 Design ReqUirements Controlllnq Moment 1 25 ft from left support Cntlcal moment created by comblnmg all dead and live loads. Controlllnq Shear. At a distance d from support. Critical shear created by combinmg all dead and live loads. Comparisons With ReqUired Sections' Section Modulus (Moment). Area (Shear) Moment of Inertia (Deflection)' M= V= Sreq= S= Areq= A= Ireq= 1= 25.0 150 20 250 15.0 1 0 1.15 400 150 1.0 40.0 150 0.0 1.00 96 850 95 1600000 625 1268 0.00 000 0.00 IN IN = U19756 IN = U8189 LB LB LB IN FT FT 144 203 347 0.18 25 167 360 240 PSF PSF FT PSF PSF FT 75 47 40 15 4 115 162 277 277 PSF PSF FT PSF PSF FT PLF PLF PLF PLF PLF PLF PLF PLF PLF PLF PSI PSI PSI PSI PSI PSI 109 217 FT-LB 222 LB 2.05 IN3 15.13 IN3 3.05 IN2 16.50 IN2 1.22 IN4 41.59 IN4 Floor JOiSt[ 2000 International Bwldrnq Code (97 NDS) 1 Ver: 6.00.7 By: Charles Smith, Lindberg & Smith on. 12-08-2004: 4:35:13 PM FLOOR JOISTS 1 Project. DELGADO - Location Summary: 1.5 IN x 11 25 IN x 220FT @ 8 0 C 1#2 - Douqlas Fir-Larch - Dry Use Section Adequate By 8.1 % Controllrng Factor' Moment of Inertia I Depth Required 10.96 In Center Span Deflections Dead Load Live Load Total Load Center Span Left End Reactions (Support A). Live Load Dead Load. Total Load Beannq Lenqth Required (Beam only, support capacity not checked): Center Span Rlqht End Reactions (Support B)' Live Load Dead Load Total Load Beanng Length Required (Beam only, support capacity not checked)' Joist Data: Center Span Lenqth Floor sheathrnq applied to top of joists-top of joists fully braced. Live Load Duration Factor. Live Load Deflect Cntena Total Load Deflect Critena. Center Span Loadlnq Uniform Floor Loading Live Load Dead Load Total Load Total Load Adlusted for JOiSt Spacing' Properties For #2- Douqlas Fir-Larch Bendln~ Stress Shear Stress. Modulus of Elasticity Stress Perpendicular to Grarn Adjusted Properties Fb' (TenSion)' Adjustment Factors. Cd=1 00 Cf=1.00 Cr=115 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= Cd= U U LL-2= DL-2= TL-2= wT-2= Fb= Fv= E= Fc-perp= Fb'= Fv' Fv'= Adjustment Factors' Cd=1.00 Design Requirements Controlllnq Moment 110Ft from left support of span 2 (Center Span) Cntical moment created by combining all dead loads and live loads on span(s) 2 Controlllnq Shear At a distance d from ri~ht support of span 2 (Center Span) Critical shear creates! by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections Section Modulus (Moment) M= V= Area (Shear) Moment of Inertia (Deflection): Sreq= S= Areq= A= Ireq= 1= 0.19 IN 0.49 IN = U535 068 IN = U389 293 LB 110 LB 403 LB 0.43 IN 293 LB 110 LB 403 LB 0.43 IN 22.0 FT 1.00 480 360 40.0 PSF 15.0 PSF 550 PSF 37 PLF 900 PSI 95 PSI 1600000 PSI 625 PSI 1035 PSI 95 PSI 2218 FT-LB 371 LB 25.72 IN3 31.64 IN3 5.86 IN2 1688 IN2 164.68 IN4 177 98 IN4 Floor Joist[ 2000 International BUlldinq Code (97 NOS) 1 Ver: 6.00.7 By. Charles Smith, Lindberg & Smith on 12-08-2004.4'35:44 PM FLOOR JOISTS 2 Prolect DELGADO - Location Summary: 1 5 IN x 11 25 IN x 180FT @2 12 O.C / #2 - DouQlas Fir-Larch - Dry Use Section Adequate By 225% Controlling Factor: Section Modulus / Depth Required 10.27 In Center Span Deflections Dead Load Live Load Total Load Center Span Left End Reactions (Support A) Live Load Dead Load Total Load Beannq Lenqth Required (Beam only, support capacity not checked): Center Span Rlqht End Reactions (Support B)' Live Load Dead Load' Total Load Beanng Length Required (Beam only, support capacity not checked) Joist Data Center Span Lenqth Floor sheathlnq applied to top of Joists-top of JOists fully braced Live Load Duration Factor Live Load Deflect Critena. Total Load Deflect Cnteria Center Span Loadlnq Uniform Floor Loading' Live Load. Dead Load. Total Load Total Load Adjusted for JOist Spacing' Properties For #2- Douqlas Fir-Larch Bendlnq Stress Shear Stress' Modulus of Elasticity Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension) Adjustment Factors. Cd=1 00 Cf=1 00 Cr=1 15 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= Cd= U U LL-2= DL-2= TL-2= wT-2= Fb= Fv= E= Fc-perp= Fb'= Fv' Fv'= Adlustment Factors' Cd=1 00 Design Requirements. Controlilnq Moment. 90Ft from left support of span 2 (Center Span) Cntlcal moment created by combinrng all dead loads and live loads on span(s) 2 Controlllnq Shear At a distance d from nqht support of span 2 (Center Span) Cntlcal shear creaJed by combining all dead loads and live loads on span(s) 2 Compansons With Required Sections Section Modulus (Moment): M= V= Area (Shear) Moment of Inertia (Deflection)' Sreq= S= Areq= A= Ireq= 1= 0.12 IN 033 IN = U651 0.46 IN = U474 360 LB 135 LB 495 LB 0.53 IN 360 LB 135 LB 495 LB 053 IN 18.0 FT 1.00 480 360 400 PSF 15.0 PSF 55.0 PSF 55 PLF 900 PSI 95 PSI 1600000 PSI 625 PSI 1035 PSI 95 PSI 2228 FT-LB 446 LB 25.83 IN3 3164 IN3 7.03 IN2 16.88 IN2 13530 IN4 177 98 IN4 f. . I. Footlnq DeslQn r 2000 International Buildlnq Code (97 NOS) 1 Ver: 6.00.7 By Charles Smith, Lindberg & Smith on 12-09-2004: 11'51 23 AM FOOTING 1 Proiect DELGADO - Location Summary Footlnq Size 30FT x 30FT x 10 00 IN Reinforcement #4 Bars @ 9 00 IN 0 C EIW / (4) mln Footing Loads Live Load Dead Load: Total Load Ultimate Factored Load Footing Properties Allowable SOIl Bearinq Pressure' Concrete Compressive StrenQth Relnforclnq Steel Yield Strenqth: Concrete Reinforcement Cover. Footing Size Width Lenqth Depth Effective Depth to Top Layer of Steel Column and Baseplate Size Column Type' Column Width Column Depth' Beanng Calculations Ultimate BeannQ Pressure Effective Allowable SOil Beanng Pressure Required Footing Area Area PrOVided. Baseplate Beannq Beannq Required Allowable BeannQ Beam Shear Calculations (One Way Shear). Beam Shear Allowable Beam Shear. Punching Shear Calculations (Two way shear) Cntlcal Pen meter Punchlnq Shear Allowable Punchlnq Shear (ACI11-35) Allowable PunchlnQ Shear (ACI 11-36) Allowable Punchlnq Shear (ACI11-37) Controlllnq Allowable Punching Shear Bending Calculations Factored Moment Nominal Moment Strength Reinforcement Calculations' Concrete Compressive Block Depth Steel Required Based on Moment. Mlfllmum Code RequlrecfRelnforcement (Sfirrnkage7temperafUreAC~(f5-4F Controlllnq RelnforclnQ Steel Selected Reinforcement. Reinforcement Area Provided Development Lenqth Calculations' Development Lenqth Required Development Length Supplied PL= PD= PT= Pu= Os= Fc= Fy= c= W= L= Depth= d= m= n= Ou= Oe= Areq= A= Beannq= Bearing-Allow= Vu1= vc1= Bo= Vu2= vc2-a= vc2-b= vc2-c= vc2= Mu= Mn= 6503 4130 10633 16837 1500 2500 40000 3.00 30 3.0 1000 6.25 (Wood) 400 4.00 1181 1375 773 9.0 16837 47600 5495 19125 41.00 15472 65344 88188 43563 43563 75767 170825 a= 0.41 .As(1):: 0.3.4. . As(2)= 0.72 As-reqd= 0.72 #4 Bars @ 9.00 IN. 0 C. EIW / (4) Min. As= 0 79 Ld= Ld-sup= 15.00 1500 LB LB LB LB PSF PSI PSI IN FT FT IN IN IN IN PSF PSF SF SF LB LB LB LB IN LB LB LB LB LB IN-LB IN-LB IN IN2 IN2 IN2 IN2 IN IN BUILDING PERMIT - APPLICATION FOR OFFICIAL USE ONLY ~a~~Rec "9--Jij~1 Penmt # ~ t{ -it:/ Date Approved I. /U Date Issued 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 i ApplIcant or Agent: ~/4A'~ VrL 6-4//.;, Phone: 'i / ? 7' :{.2. '5 Owner: ~A/I! t./ lA.-L.c"-~PcJ Phone: ~ /7' 9:<.:?,1' ~ / . Address: :? ,"?9 t:<J 7~ CIty: /6RT 4/1h-~L..~5 ZIp: 9a,-=1c:, z ArchItect/Engmeer: /l1hJ<J-c-5 5./11'/7' H Phone: ,9c.6 t"? ~?,;1. ~ / /' ~ Contractor 1lA7/f/ltv/llj /IJA/ST State LIcense #:/lArN/J/'/o:n.JCrExp: O~ '0) ,~o~hone: ~t57-o~ ;(7 Address: 0~~ f 7t-k 57 CIty: '-;:6,/</ 4Afl-E-L~ '5" ZIp: '1'&,:3 t:,:< PROJECT ADDRESS: -;;;?(19 &.J 7t:;~ ZONING: '.... LEGAL DESCRIPTION: Lot: II CLALLAM COUNTY PARCEL NUMBER: Block: I ~ .t./ J? P D h .1 f)/Jt? SubdIVIsion: l)/h"Y?n /?/J~ Credit Card Holder Name: /1~ 1/ C/.t. c-.4l?ZJ Billing Address: ~J9 td ., / City: ?O/(T 4~ /r:'5' It 24 Credit Card Type VISA Y' MC # - Exp. Date: (') TYPE OF WORK: SIZEN ALUATION: o ReSIdentIal 0 New Constr 0 Re-roof 0 Stove -::< W 4 SF. @ $ ::l / .'18 /SF, = $ ~ ::("/_ 32 o Mulh-fanuly jjl. AddItion 0 Move )&. Garage 0/0 SF. @ $ ~/. 38 /SF. = $ /;Z /70. oB o Commercial 0 Remodel 0 Demol1tIon 0 Deck SF. @ $ /SF. = $ o RepaIr 0 SIgn 0 Other TOTAL VALUATION $ .ff'9~:, ~D BRIEF DESCRIPTION OF THE PROJECT: EA/~/1.R~ gARA~ /lA/V /lD[J Cl_ / ;V6i~ V//'/-j.... .F/?.6< TOCJL S COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stones: 2- Lot SlZe: ,-)lJ.x/7"o Existing Sq. Ft. /70/ Total lot coverage rJ<B % Occupant Load: Construction Type: F7<;::}/P1 ~ & Proposed Sq. Ft. :;;z 4:> 7' = TOTAL Sq. Ft. / 9' (p .J- APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAIW etland( s): 0 Yes 0 No SEP A Checkl1st required? 0 Yes 0 No Other BUILDING PERMIT APPLICA TION SUBMITTAL: The BUlldmg DlVlslOn can proVIde you WIth mformatIon on the appl1catlOn and plan subnuttal requIrements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the appl1cant Tms figure w1l1 be reviewed and may be revised by the BUlldmg DlVlslOn to comply WIth current fee schedules Contact the Permlt Coordinator at 417 -4815 for aSSIstance PLAN CHECK FEE: IF a plan check fee IS due It must be subnutted at the tIme the bUlldmg permlt appl1cation and constructlOn plans are subnutted. All other permlt fees are due at the trrne of permlt Issuance EXPIRATION OF PLAN REVIEW: Ifno permlt IS Issued wltmn 180 days of the date ofappl1catlOn, the application will expire, The BUlldmg OffiCIal can extend the time for actlOn by the applicant up to 180 days upon wrItten request by the appl1cant (see SectlOn RI 05.3.2 of the International Buildmg/ResldentIaI Code, 2003). No appl1catIon can be extended more than once. I hereby cerflfy that I have read and examined thiS application and know the same to be true and correct. I am authonzed 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 uch permits pnor to work ~ (4,4 Appl1cant: Date: /;:{. /7. O~ ~ T~V~SillWGf,rm;;UOO3i('~ ~ ~~ "- '"'"' ~J " /(.1 ra-\ o o~, 1\, 4 ~O , U~ ~ t~ ~ \ p ~I t ~ \' II 1> ~ g \>!1 ~~.fJ "'---...,t- ~'-- :: ~~~ S 11'- ~~ - 1..... "' -'''J ~ ~ -J:: ~ II -l _ Q ~ ~ 1\ 1': tlV 'd" ~ I? [ I " I I I I I --::.. I l~ . 1 ~-..--- I~r (, II I I I -,,;=- ~]l__ <,,~I <: ~3' /' 31 ' E'Xliri,~G- GAf1..AH:: J.j q (P Sfb f t :r 8 13f\~ PO~c.W ,r' If 1 (o6~ 5'~ Fr 1.73 pDRe H-E: :> -t -/7.. ~J TorA L. ~'I~'- ~ ~ \l ~ Il. FRo rJ'f -y:; 0 12. ':. ,.-I ~ ~ ~ V) x - llt " I~I \ '- )'::,- - (i:" )~ .,' i '!' ~. ~ !. ''J ,._~"''l- .' . .; . , ",' ... . CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 (206) 457-0411 ELECTRICAL PERMIT PERMIT NO @0 7 DATE /tJ/.2'1' /7'.<3 , , Installed By: C o READY FOR INSPECTION License Number: o WILL CALL FOR INSPECTION Phone: Site Address: Owner/Business: Phone: Owner/Business Address: Sq. Ft. ~ RESIDENTIAL o COMMERCIAL o BASEBOARD KW ~ o FURNACE KW o FAN/WALL KW o HEAT PUMP KW ~ o SIGN o TEMPORARY SERVICE o PERMANENT SERVICE o NEW CONSTRUCTION o REMODEL ~ ADD/ALTER CIRCUITS o SERVICE UPGRADE/REPAIR o SPECIAL EQUIPMENT (LIST BELOW) o OVERHEAD SERVICE o UNDERGROUND SERVICE VOLTAGE: o SINGLE PHASE o THREE PHASE SERVICE SIZE AMPS Details/Description: cuI~Ar1 4f-//J~d-l~ j- UG ?fd-1!i /7~/ U:lJt-.d! 1.f?//7// ]:/ ,#-- . If . W.S. No. SERVICE SIZE CAPACITY: o O.K. NOT O.K. ACTION REQUIRED: 0 CHANGE TRANSFORMER o INSTALL SERVICE POLE DATE ENGR. o CHANGE SERVICE WIRE o OTHER j Ill' 0 Ditch Inspection O.K. JV' ~Rough-in/cover O.K. o O.K. to connect service /I ~ Final O.K. Vi . Site Address: ,- '3 Installer: Permit/Receipt No. New Meters . Notify Port Angeles Cit Light by Street Address and Permit Number when ready for inspection. Work must not be covered before inspection and O.K. for covering has been given by the electrical inspector in writing on either the Wiring Report or on the BuildiDl) Per it. HONE 457-0411, EXT. 224. ~5. /'\ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT $ ~ u ~D. DB Electric Inspect Permit Fee WHITE - File by address YELLOW - file by number PINK - Top: Eng, Bottom, Customer GREEN - Top: MeIer Dept., Bottom: City Hal! OLYMPIC PRINTERS INC. =- -;;; =..,,-,-,..--- . CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 (206) 457-0411 ELECTRICAL PERMIT Site Address: PERMIT NO. ;:;',;z ;<.3 7423 /'13 DATE o READY FOR INSPECTION License Number: o WILL CALL FOR INSPECTION Phone: Installed By: Owner/Business: [.5 Owner/Business Address: uYRESIDENTIAL o COMMERCIAL o BASEBOARD KW _ o FURNACE KW _ o FAN/WALL KW _ o HEAT PUMP KW_ o SIGN o TEMPORARY SERVICE o PERMANENT SERVICE o NEW CONSTRUCTION ~ REMODEL g ADD/ALTER CIRCUITS o SERVICE UPGRADE/REPAIR o SPECIAL EQUIPMENT (LIST BELOW) Details/Description: Phone: Sq. Ft. l5!.' OVERHEAD SERVICE tJ UNDERGROUN91~ICE VOLTAGE: I z& 2- o SINGLE PHASE o THREE PHASE SERVICE SIZE ~ AMPS E!.-X/S:h't1/ ckJs. fJ~ t/.~~ . W.S. No. SERVICE SIZE CAPACITY: o O.K. NOT O.K. ACTION REQUIRED: 0 CHANGE TRANSFORMER o INSTALL SERVICE POLE DATE ENGR. o CHANGE SERVICE WIRE o OTHER o Ditch Inspection O.K. ~~~ Rough-in/cover O.K. o O.K. to connect service )f~ Finai O.K. Site Address: <Q:;$? t<J, b'!, E!, ~ Install Permit/Receipt No. ~2Z3 New Meters - . Notify Port Angeles City Light by Street Address and Permit Numberwhen ready for inspection. Work must not be covered before inspection and O.K. for covering has been given by the electrical inspector in writing on either the Wiring Report or on the Building Permit. PHONE 457-0411, EXT. 224. -r f5l1;IA. NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT $ Electrical Inspector WHITE - File by address YELLOW - file by number PINK - Top: Eng, Bottom, Customer OLYMPIC PRINTERS INC (UJ 30- Permit Fee GREEN - Top: Meter Dept., Bottom: City Hall CITY OF PORT ANGELES LIGHT DEPARTMENT ELECTRICAL PERMIT N9 15783 j- "' r'" "" Port Angeles, WashlngtolLmm__m_m'='::'!?bm_.._..m.mmmmmb' 19_,:::-:b In accordance with the City Ordinance to regulate the installation, extension, or repair of elec- trical equipment in, on, or about any building or other structure in the City of Port Angeles, per- mission is hereby granted to dO electrical work as Hsted below. .!). ") q L,-J ;;> /:/ Address __._.mm__...m.........mm_m_:.mm_...........____.m____.._ Occupancy...._....m_m_.._..........__._..__. Owner .._m............__mmm...._m.....mm___.__m...._ T~anL..m...mm_m_m_m___m_...__mm_m_m._b_.m Wiring Contractor .m.0I-c.,...i)Q:L.,!!.1!lJ/lk/..;Y. BY..._.mmmm_m__mmm.m._m..._._mm._m___ Light Outlet.....m.hhhmmmm.m...h_oom Receptacle Outlets______...................m... Dryer, KW.....___.___....___...______h______n__._ Range, KW hnhmmh.mmm____...__m_____. Water Heater: KW..m.hmummm.uumuuu.. , i1R H,." KW.oooo./.,2...uu.u;V.,._oo..m..u.m Motors: size, volts and phase: Service, volts ..m~-:J..q...L.1?..K(J... / . No. wires ._P...__.m.__...._m_._.....____ /7 Size wires..y;/:t.1.__~~:....__.....__. Main fuse <jl.~t!.m/L..mm.m ~"-"I Enclosure .........::<;......__..._...__........_ Type of wiring: Entrance Cable ......m__.._________.__..__ Rigid Conduit ....________.___ Metallic Tubing ..______...__ Current transformers: No. & Size...____......___....___................ Ser. No..__........____........_............___...... Scr. No. ..........-----.....-..---.._.._____....__... Ser. No...___...______.......__._.....___________..___ Type of Wiring: Armored Cable .............___.....__....... Non-Metallic ................_______.._..__... Knob & Tube......._._..............__n...._ Rigid Conduit moo'mmh.mhoommm Metallic Tubing .............._________.... Raceway ___............................_._..._ CIrcuits, LIght..._.__________.....___........_....... Utlllty .mumumoooohm_.oooommmuuh lieat .._..__.................._.._._........__.... Range ...................____.________............. Water Heater ............._....._........... Motor _.._......................_..__.....___..... Dryer__._...__......................__.___......__..._ Furnace .........................'_......_......_.... Remark:~t.:..=~~......~.,~..~.:~::~~,J........~::.:~.::2..:~Ji2:..._b.no.._..._.b~.~:::_~:.::::~.......~:.::::~:.~::~:: .:~.=.~~__~~~....:::::..__:.:.::..:::m......::~.~.~:::~.~.~.~:~.~_._::.~:.mnmuomm:~9tZl~"i::~E~~=:: NOTICE-Current must not be turned on until Certificate of Inspection has been issued. If work is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. NOTIFY THE INSPECTOR BY PERMIT NUMBER WHEN READY FOR INSPECTION ELECTRICAL PERMIT N? 15783 Address._____________....................................._....................................................._........____._......______....Date..._....___.._.__.._.........._......_......_......... Owner .........________._................__....._.._......_......__.__....._................_...___...________......__________.. Tenant..............................................____h.___________.___ Wiring Contractor ...n........._.....................___......_____.._________..___........__...._..___.______......_........._.._......... By ......._._____..._______......__....._..._____......____._.... NOTICE-Current must not be turned on until Certificate ot Inspection has been Issued. If work Is to be con- cealed due notice must be given the Inspector so that work may be inspected before concealment. \ , 1M Olympic Printers, Inc. ELECTRICAL WORK PERMIT APPLICATION:W o Request Inspection oL.( _ //8/ " DOwner o Annual Permit 0 Alarm 0 Carnival 0 Commercial ;>a:Residential 0 Residential Maint. 0 Signs 0 Thermostat 0 Telecom. ~Iectrical Contractor 'I r Installation description Job wired by DOwner ,lAic) , "'$7'1 L.l- 3:z...o W1T"/T . Electrical contractor name License number , C:" R.lZtAJ \ Elk::r-~IL"'I C{)AJ (_ C-v 2ct:iA. ~,cbbt~'i Purchaser's mailing address - '1h f....J ' c..... "-'" -b- c~ Stale ZIP =1"" ~~b'LLL~ Gl", 4.6"~ (," C Telephone number FAX number .~tCO -,."t:;/-[ 'is' 3 \ 3&'0-'1>]-1 '7].3 Premises owner's name "-J"".....X..'-f 1) !2:..L b"" h 0 .. '. , Address of inspection T+<' '2..39 W Cityo /l!.""'&l:-L'ii--5 I"oa-T o Cash 13 Check # Lo '(,'8 I hereby certify that I am the owner of the above named property or a licensed o Credit Card Visa Mastercard Discover electrical contractor (or the finn's authorized agent) and am making the electrical installation or alteration in compliance with the electrical law, Chapter 19.28 RCW. Card # .. .. - ---------------- Signatur~er. electric~ntractor or electrical administrator Expiration Date {$"sz;o2:e: /0 X ,e:;.- 72 .. of card , -= -'- ./, ?/~ / e>-> LM " WALLS " ( CEIUNG , ( THERMOSTAT . 'SERVICE ' Insulation Only Insulation Only I;b'/{,/ /fz:o "- Dale Approved By ~~e Approved By Dale Approved By Dale Approved By DITCH ( FEEDER , Cover Cover Dale Approved By Dale Approved By ";>/;-~5""" ~ "- ./ "- , Dat,;" Approved By , Dale Approved By/ -. , I / ," Electrical Load Additions and or subtractions o NO LOAD CHANGES o Baseboard KW o Furnace KW o Heat Pump Ton LAR o Fan-Wall KW -0-)"5"" DA-' Service Information o Overhead Service o Temp Service o Underground Service Voltage PhaseD 1 03 Service Size; Feeder Size: Inspection Date Area, Building or Equipment Inspected Action Taken Electrical Inspector r9 -{-oS- (l.L6 QA,lCF, of 2, F, CJV c1(U))J J>.Jel EO l\ [Z.{;D 01 'l- V~ A , 'Po _'T~ (J IJ 4rl'..~A Au-<- - ~ .:0 /05"