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Home My WebLink About502 E 1st St - Building 'Ke \-~\ V/J M ?to(t:- L./5.?-47'11 ROUTING SLIP -::L 6. Certificate of Occupancy , '$47.00 Certificate/Inspection Fee I) ~ cH-ui.-- Address of Pro osed Business So /~ SI!kev.... ,- ~~~3 DATE New Business ............................ Transfer of Business Location. . . . . . . . . . . Change of Ownership. . . . . . . . . . . . . . . . . . . . New Building ... . . . . . . . . . . .. . . . . . . . Remodel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Temporary Business . . . . . . . . . . . . . . . . . . . . . . . Change of Use. . . . . . . . . . . . . . . . . . . . . . . . . . Applicant Address Phone: business :5'60 VSl ...)VJ,),home Brief description of proposed business: '7)., ;-,'.{f siv v e. y{,y- A~r-J -?ro./:-.f , Legal Description: Lot Block T- Current Use of Property: ~-/-e.../V'; 'OJ.,e.i c...-t , CUJ-WNS"kt Il-S Zoning Classification of Property: cA- I Subdivision V&-.ctU" I- /) ) ) ) ) ) ) WILL THERE BE ANY OF THE FOLLOWING? Construction changes. . . . . . . . . . . . . . . . . . . . . . . . . . . Electrical changes. . . . . . . . . . . . . . . Mechanical (heating, cooling, stoves) . Plumbing changes ............................. New or relocated signs. . . . . . . . . . . . . New septic tanks. . . . . . . . . . . . . . . . . . . . . New sewer service . . . . . . . . . . . . . . . . . . . Admission charged to patrons. . . . . . . . . . . Is this a home occupation? ...................... Excavation of filling of lots ............... Work done in City right-af-way . . . . . . . . . . . . Is there sufficient off-street parking? . New driveway openings. A grading plan for site drainage. . (parking lots, downspouts, etc.) ........... Are the existing streets paved? .......... Are there existing sidewalks? . . . . . . . . . . . . . . . . Is there curb and gutter? ............ Other. YES "= THE FOLLOWING WILL BE REQUIRED: -~ PERMITS BUSINESS LICENSE -V 1) Building 1) Taxi 11\. -7" 2) Plumbing 2) Peddlers ~ 3) Electrical 3) 2nd Hand Dealer --:7 - 4) Mechanical 4) Pawn Broker --y 5) Sewer 5) Dance \1"( -- V -~ 6) Sidewalk installation 6) Hotel - Motel -\7 7) Driveway installation 7) Fireworks -. -7 8) Curb installation 8) Ambulance \J) -2 9) Sidewalk obstruction 9) Tattoo shop i 10) Water meter installation 10) Other 7----v/ 11) Fire =~ 12) Occupancy 13) Sign ~= 14) Shoreline 15) Home occupation 16) Conditional use v' = 17) Other I hereby apply for a Certificate of Occupancy and acknowl- edge that I have read this application and state that the Date: information I have supplied is correct to the best of my knowledge. Signed: REJECTED Comments / Conditions Building Section Public Works Department Planning Department Fire Department City Clerk P.B.I.A. '[ ()\l. o,/"u . 8u iOISLOt-- I 'C.... ( ~.... -..... ....- -..-\ ~~-}r i<~\-c.4\ VI.! ~";r r~ _..,~' "'<W',' M ---." . -J ROUTING SLIP 'Yet' Certificate of Occupancy . $47.00 Certificate/Inspection Fee New Business .............. . , , , . , , , ,. ( ../') Transfer ()f Business Location, ' , , , , , . , , ' , , 'Z' -~(, ,') d. Change of Ownership , , , , , , , , , , , , , , , , , , , , " ( ) ) f i,'i1i~l.QJI4f'" ,New Building,.".,.,."""""""", ,~!.. '(;. ,:;:'() I Remodel. . , . , , , . . , , , , , , , , , , , , , , , . ( ) Temporary Business """""""",." ( ) Change of Use, , , , . . . , , , , , , , , , , , , , , , , ( ) If 1),-\ do 1> l--- DATE oJ Address of Proposed Business . \ (', J ~> )Ll_ z_, '/ Applicant ..)e i' ~"'" ,'1-~ ! If) t. ~ Address d~ "3 tv. ) ~I). Phone: business Sio YS) .NJ,)home Brief description of proposed business: l.:....'(c 'lAt, II .:.Iv.... e I~.... }1 J,.,J -A. of:'; Legal Description: Lot Block Current Use of Property: I';, /f-t.. I..... j t) 1/, , t.{ , d 1.>1,/I",j Ie:"...;, Zoning Classification of Property: LA- WILL THERE BE ANY OF THE FOLLOWING? . Construction changes, . . Electrical changes, , ~ : . . . . . . . . . . . Mechanical (heating, cooling, stoves) . . Plumbing changes . . . . . . . . . . . . New or relocated signs. . . . . . . . . . . . New septi~ tanks. . . . . . . . . . . . . . . . . . . . . . . . New sewer service ............................. '," Admission charged to patrons. Is this a home occupation? . . . . . . . . . . . . . Excavation of filling of lots ............... Work done in City right-of-way. Is there sufficient off.street parking? . New driveway openings . . . . . . . . . . . . . A grading plan for site drainage. (parking lots, downspouts, etc.) Are the existing streets paved? Are there existing sidewalks? . . . . . . . . . Is there curb and gutter? .... Other. ........,.,. YES NO~ V -- / , .' -\:T ~ v' -/ '" -- -~ -/' --;:/' ,/ ./ ~-/ -~ -- -~ -/ --::T - V= ~- Subdivision I/'&;, tl... t.. <rtore. 4 "')-47 'J I ,jJ / THE FOLLOWING WILL BE REOUII:lE9: 7, t:.~ U PERMITS BUSINESS LICENSE 1) Building 2) Plumbing 3) Electrical 4) Mechanical 5) Sewer 6) Sidewalk installation 7) Driveway installation 8) Curb installation 9) Sidewalk obstruction 10) Water meter installation 11) Fire 12) Occupancy 13) Sign 14) Shoreline 15) Home occupation 16) Conditional use 17) Other I hereby apply for a Certificate of Occupancy and acknowl. edge that I have read this application and state that the Date: information I have' sUPplied is correct to the best of my knowledge, Signed: APPROVED. REJECTED , IJ Ih---..\- ~ ')- Kt'I--/--~ te.L.z ) . II - 1) Taxi 2) Peddlers 3) 2nd Hand Dealer 4) Pawn Broker 5) Dance 6) Holel. Motel 7) Fireworks 8) Ambulance 9) Tattoo shop 10) Other ~ ~ n, ..... IJ\ i ~ Building Section Public Works Department Planning Department '8 Its In:;., \dJ? I \ Fire Department City Clerk P.B,I.A, J " .. " " ,~ . '-,' .,' \~_., . '""< - ',,\:., r ~' , ',_,.; )1}- _,; ": ,.- . , " ,'. " "t, ',.r;"., t'. d'C"~ J~ ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION .nl EAST 5TH STREET. PORT ANGELES. WA 98162 ELECTRICAL PERMIT Issued: 1/14/99 Permit No: 6534 OWNER/APPLICANT------------------------PROPERTY LOCATION------------------------ CUSTOM COMPUTER 502 1ST ST E 502 E. 1ST STREET Lot: 12.5 LT 7 ALL 8-12 Port Angeles, WA 98362 Block: 27 Long Legal: 206/452-4488 Sub: NRS T: S: Pare No: 063000512735000 CONTRACTOR-----------------------------DESIGNER--------------------------------- ADVERTISING SALES & MORE 1327 E. 1ST ST Port Angeles, WA 98362 360/452-7785 , 000/000-0000 PROJECT INFO-------------------------------------------------------------------- prj Type: SIGN prj Value: $0.00 Occ Type: Cnstr Type: ADD CIRCUITS Occ Grp: Occ Load: Land Use: CDS-C2 Electrical Heat Baseboard KW: Furnace KW: Heat Pump KW: Fan/Wall KW: o o o o Service Type Riser Overhead Service Underground Service Temp Service Voltage: Diameter: Service Size: Feeder Size: -1 o -3 o AMPS o AMPS PROJECT NOTES------------------------------------------------------------------- one sign PROJECT FEES ASSESSMENT-----------------------------------------------__________ Service: $0.00 Additional Feeders: $0.00 Circuit Wiring: $0.00 Temp Service: $0.00 Mise SIGN $32.25 TOTAL FEE: Amount Paid: $32.25 $32.25 -------------~------------------- --------------------------------- TOTAL FEE: $32.25 Balance Due: $0.00 C0I\1MENTS/ACTION NEEDED \ ELECfRlCAL PERMIT INSPECfION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCEPTED COMMENTS I YES I NO Ull Cl1 ~UH-lN I CUVI;,K ~ V ICr. f { I I GENERAL COMMENTS: PW-IJ02.15(4196] DetailslDescription:, Ck_(jl met r;;'h~) E:,x~:;-.so ft1t4-c~~_ /.- ;;){.tJ . I ~ - C.=200 Ir~f cdsllv!) SERVICE SIZE DATE ENGR. " . Site Address: .sOd 2- ~deJ Installed By: Owner/Business: I :;5&....~VjL. Owner/Business Address: ELECTRIC HEAT D BASEBOARD KW _ D FURNACE KW D HEAT PUMP KW D FAN/WALL KW CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E. Fifth Street Port Angeles, WA 98362 (206) 457-0411 PERMIT NO. 7/s- 7 Z DATE :Y~3/YY- ELECTRICAL PERMIT D READY FOR INSPECTION License Number: D WILL CALL FOR INSPECTION Phone: Phone: Sq. Ft. D RESIDENTIAL D COMMERCIAL D NEW CONSTRUCTION D REMODEL D ADD/ALTER CIRCUITS )it. SERVICE UPGRADE/REPAIR D TEMPORARY SERVICE D RISER ~ OVERHEAD SERVICE D UNDERGROUN SERVICE VOLTAGE: ? . 0 ~. 19\ D 3 I'SERVICE SIZE ..301-0 AMPS FEEDER SIZE AMPS ~KU kt,,( / ".,>' / F l /JrM,},/ W.S. No. CAPACITY: D O.K. D NOT O.K. ACTION REQUIRED: D CHANGE TRANSFORMER D INSTALL SERVICE POLE . .*1/J. ;.,6 ;]:....:::0 Ar'- / 1" /:ti/ cPC.-'4-f.-r . ..y ,,<-u..l (J;Ju.<JA.'I D OVERHEAD SERVICE APPROVED D CHANGE SERVICE WIRE D OTHER "- D Ditch Inspection O.K. D Rough-in/cover O.K. ,~O.K. to connect service D Final O.K. Site Address: Notify Port Ang es City 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~BUilding P rmit. PHONE 457-0411, EXT. 224. ./" NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT ,? -"-:7' /J . ~-t-'l $ / l/ ectricallnspeclor Permit Fee Installer: . WHITE - File by address OLYMPICPRINTERSINC Permit/Receipt No. 11 57Z New Meters - PINK - Top: Eng, Bottom, Customer GREEN - Top: Meter Dept., Bottom: City Hall '. CITY OF PORT ANGELES LIGHT DEPARTMENT 321 E, Fifth Street Port Angeles, WA 98362 (206) 457-0411 Site Address: S-O~ E fl.; /;.tel< Installed By: Owner/Business: Owner/Business Address: o RESIDENTIAL ~ COMMERCIAL '0 BASEBOARD KW _ o FURNACE KW _ o FAN/WALL KW _ o HEAT PUMP KW_ o SIGN Details/Description: ELECTRICAL PERMIT '~ "\ PERMIT NO. 7"6'.;2 / DATE "s//s-hs , , o READY FOR 0 WILL CALL FOR INSPECTION INSPECTION M;rl)B~~6SI7 g'fZ-f'ZtA Phone: o TEMPORARY SERVICE o PERMANENT SERVICE o NEW CONSTRUCTION o REMODEL ~ ADD/ALTER CIRCUITS o SERVICE UPGRADE/REPAIR o SPECIAL EQUIPMENT (LIST BELOW) Sq. Ft. ;ti OVERHEAD SERVICE o UNDERGROUNDlSEE'l\ffCE VOLTAGE: L~~ .Rr SINGLE PHASE o THREE PHASE--. ~ SERVICE SIZE ~ AMPS ell E /"~$/02vr..s. . 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. .AM Rough-in/cover O.K. . ~ ~O.K. to connect service ~i Final O.K. Site Ad~O~ E 4-1- Installer: b I '/: (1.1 't..,'doc-~, 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 Bui~ermit. PHONE 457-0411, EXT. 224. c9-() ~ NO OCCUPANCY OR USE ESTABLISHED UNDER THIS PERMIT $ ~ - Electricallnspeclor Permit Fee . WHITE - File by address YELLOW - file by number PINK - Top: Eng, Bottom, Customer OLYMPIC PRINTERS INC. GREEN - Top: Meter Dept., Bottom: City Hall ROUTING SLIP ~'~:,C.~ Certificate of Occupancy '"'" $47.00 Certificate/Inspection Fee DATE /~'" /~ o~"~ '-2..- New Business ............................ Address of Pro..pose~ Business Transfer of Business Location ................ _,~0 ~ ~.. / ~. ., /' Change of Ownership ...................... Applicant .S'~/,.~. ,'-~ /L~ u.~-~ l ~-~/'~-, ~.~u.~i ~New Building ............................. Address ~.,.~. ~0..~ ~A~. //oG ~ t Remodel ................................. Temporary Business ....................... Phone: business :~0 ~.~":) ~/~-'~home Change of Use ............................ Brief description of proposed business: ','7~/',',/'1~ £~'/"~- ~*'- J't','-/ Legal Description: Lot Block__ Subdivision _ Current Use of Property: /~r-.~-~l'¢.~ ~,~.~ c?.. / ¢l~J/'v5)~/J,'.~ ~(-.~ ~/--. Zoning Classification of Property: WILL THERE BE ANY OF THE FOLLOWING? YES ~ THE FOLLOWING WILL BE REQUIRED: Construction changes ........................... ~.. PERMITS BUSINESS LICENSE Electrical changes .............................. ~ 1) Building 1) Taxi Mechanical (heating, cooling, stoves). ~ 2) Plumbing 2) Peddlers Plumbing changes ............................. 3) Electrical 3) 2nd Hand Dealer New or relocated signs .......................... ~ 4) MechanicaJ 4) Pawn Broker New septic tanks ............................ .... ,'/' 5) Sewer 5) Dance New sewer service .......................... v/ 6) Sidewalk installation 6) Hotel - Motel Admission charged to patrons ............... ' ' ' ~' 7) Driveway installation 7) Fireworks Is this a home occupation? ................. i:::: ~ 8) Curb installation 8) Ambulance Excavation of filling of lots ....................... : ~ ~ 9) Sidewalk obstruction 9) Tattoo shop Work done in City right-of-way .................... ~ ~' 10) Water meter installation 10) Other Is there sufficient off-street parking? .............. v _ __~7/ 11) Fire New driveway openings ............... ~ 12) Occupancy A grading plan for site drainage ................... --~ 13) Sign (parking lots, downspouts, etc.) .................. .. -- , 14) Shoreline Are the existing streets paved? ................... V~, 15) Home occupation Are there existing sidewalks? ...................... V' 16) Conditional use Is there curb and gutter? ........................ V/' __ 17) Other Other .......................................... I hereby apply for a Certificate of Occupancy and acknowl- edge that I have read this application and state that the Date: information I have supplied is correct to the best of my knowledge. Signed: REJECTED Comments / Conditions · ~ ~ Building Section Public Works Department Planning Department Fire Department City Clerk EB.I.A. CERTIFICATE OF OCCUPANCY City of Port Angeles Building Division This Certification issued pursuant to the requirements of Section 109 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating Building construction or use. For the following: Use Classification: Retail Building Permit No.: Business Name: Ser~rlit¥ Tl~fl Store Group: M Type of Construction: 'VN Uae Zone: CA Owner of Business: Serenity House Of Clallam County Address: 2203 West 8~h. Street, Port Angeles, WA 98362 Building Address: 502 East First Street Port Angeles, WA 98362 2002 Buff Date Post on s place. Shall not be rem by Building Official. ~'ORT~ A"'~"'::~ &Ra~ ~ -- ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 .A.l?!:-,.l..l.L;d.L.l.UU l'4UIIlI.)f::!L pin number . . . . Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property Zoning . . . Application valuation U4-UUUUU~~4 Date .782490 502 E 1ST ST 06-30-00-5-1-2735-0000- PUBLIC WORKS UTILITES 10/04/04 COMMERCIAL ARTERIAL o Owner Contractor SERENITY HOUSE OF CLALLAM CO. P. O. BOX 4047 PORT ANGELES WA 98362 PENINSULA PAINTERS P. O. BOX 1898 PORT ANGELES (360) 452-1222 WA 98362 ---------------------------------------------------------------------------- Permit Additional desc Permit Fee Issue Date Expiration Date RIGHT OF WAY RUP #0441 60.00 10/04/04 4/03/05 Plan Check Fee Valuation .00 o Vi o JV Qty Unit Charge Per BASE FEE Extension 60.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60.00 60.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 60.00 60.00 .00 .00 rei (f\ --I 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\I 102.15 [11/14/20031 ~ BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS 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 r INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAJNAGElDOWNSPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN T PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALLIHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANIT AR Y 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.I 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 [1111412003] ~ ,ORT "'-\: ~...~"':::~ ~".~ if --... ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name Property Use Property zoning . . . Application valuation 04-00000990 Date .426720 502 E 1ST ST 06-30-00-5-1-2735-0000- COMM NEW CONST 12/10/04 COMMERCIAL ARTERIAL 7873 Owner Contractor WA 98362 BUILDING BROKERS P. O. BOX 3831 SEQUIM (360) 683-6216 480 SF POLE STORAGE BLDG TYPE V NON-RATED GARAGES, CARPORTS, SHEDS TOTAL % LOT COVERAGE CONSTRUCTION TYPE HARD SURFACE AREA NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS CONSTRUCTION SERENITY HOUSE OF CLALLAM CO. P. O. BOX 4047 PORT ANGELES WA 98382 Structure Information Construction Type Occupancy Type Other struct info 26.10 V-N 1. 00 3886.00 21000.00 480.00 4366.00 1. 00 Permit . . . . Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT - COMMERCIAL 480 SF STORAGE BLDG 176.75 Plan Check Fee 12/10/04 Valuation 6/09/05 114.89 7873 UJ a ? ---------------------------------------------------------------------------- 6.00 BASE FEE 14.0000 THOU BL-2001-25K (14 PER K) Extension 92.75 84.00 \\ :z ~ " \l\ Qty Unit Charge Per Special Notes and Comments The proposal will result in the construction of a 480 s.f. pole building in the CA zone for a total lot coveage of 27%. Setbacks are good. No land use issues are noted. When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations. Electrical load calculations and elctrical permits are required. Any modifications to the City'S electrical facilities will be at the customer's expense. Other Fees STATE SURCHARGE 4.50 ........ ~ \It ~ '1 ~~ ~~ C-... \' (' Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 176.75 176.75 .00 .00 Plan Check Total 114.89 114.89 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 296.14 296.14 .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 constr Ction (!:/ (2 -10 eL Signature of Contractor r Authorized Agent Date Signature of Owner (if owner is builder) Date T:\PLANNING\FORMS\1102.15 [11/1412003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAlNAGElDOVVNSPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW / WATER AIR SEAL WALLS I CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALLIHOLD DOWNS WALLS 1 ROOF / CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: P ARKINGILIGHTlNG ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W.I PW/ CONSTRUCTION - R. W. ENGINEERING 4174807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PLANNING\FORMS\1102.15 [1111412003] Of ,ORT ~ ~ ~ "-- --... ~ ~,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Pin number 04-00000990 .426720 Page 2 Date 12/10/04 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:IPLANNING\FORMSllI02.15 [11114/2003] BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS 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 III.l.. - L-"- -0 ~ J.L. WALLS FOUNDATION DRAJNAGEIDOWN SPOUTS ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR W ALLlHOLD DOWNS WALLS 1 ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING MECHANICAL HEAT PUMP GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY HOOD 1 DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'s: WATERLINE 1 METER SEWER CONNECTION SANITARY STORM PLANNING DEPT. SEPARATE PERMIT #'s SEPA: 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 PW 1 CONSTRUCTION. R. W. ENGINEERING 417-4807 PW I ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. 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President STRUCTRAL CALCULATIONS COVER SHEET Date: 10/22/04 Project: Building Brokers / Serenity House Thrift Store Project Location: Clallam Co., W A E.T.S. Designer: Neil Groon Contact: Gary Comments: LOADING = ROOF LOAD = 25/5/0/5 WIND LOAD = 100 MPH EXP. C SEISMIC DESIGN CATEGORY = D Note: THE SEAL AFFIXED TO THIS PAGE APPLIES TO THE COMPLETE SET OF CALCULATIONS AND PLANS. 27121 469th Ave. Tea, SD 57064-8100 Phone: (605) 498-1290 Fax: (605) 498-1299 E-mail: etsl@dtgnet.com . www.engtecsrv.com 1 0: 11 AM 10/22/2004 Initial Information Ills Building Width (ft) = Building Length (ft) = Sidewall Height (ft) = Roof Pitch = Roof Height (ft) = 24 20 8 4 16.875 Wind Exposure = Wind Speed (mph) = Mean Roof Height (ft) = Roof Angle = End Zone Width (ft) = Importance factor (lw) = C 100 16.438 18.435 5 1 Desian Loads Horizontal Loads - Transverse Direction * Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst) *** Factor Load (pst) End Zone of wall Ptw = 21.36 1.23 26.34 1 26.34 End Zone of roof ** Ptr = -6.05 1.23 -7.46 1 -7.46 Interior Zone of wall Ptw = 14.17 1.23 17.47 1 17.47 Interior Zone of roof ** Ptr = -3.38 1.23 -4.16 1 -4.16 Horizontal Loads - Lonqitudinal Direction Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst)*** Factor Load (pst) End Zone of wall Plw= 15.90 1.23 19.60 1 19.60 Interior Zone of wall Plw= 10.50 1.23 12.95 1 12.95 Vertical Loads - Transverse Direction * Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst) *** Factor Load (pst) End Zone windward roof Pwr= -19.10 1.23 -23.55 1 -23.55 End Zone leeward roof Plr= -13.04 1.23 -16.08 1 -16.08 Interior Zone windward roof Pwr = -13.30 1.23 -16.40 1 -16.40 Interior Zone leeward roof Plr = -9.92 1.23 -12.23 1 -12.23 Vertical Loads - Lonqitudinal Direction Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst) *** Factor Load (pst) End Zone windward roof Pwr= -19.10 1.23 -23.55 1 -23.55 End Zone leeward roof Plr= -10.80 1.23 -13.32 1 -13.32 Interior Zone windward roof Pwr= -13.30 1.23 -16.40 1 -16.40 Interior Zone leeward roof Plr = -8.40 1.23 -10.36 1 -10.36 * Pressures for roof angles were interpolated from Table 1609.6.2.1 (1) 2000 IBC. ** If pressure is less than zero, use zero (footnote c. Table 1609.6.2.1 (1) 2000 IBC). *** Positive values are inward acting pressure, negative values are outward acting pressure. ft"le,e""";",;,,,.,.. /., ~.' \; 0. ',::: ~J . ~ ~T~ ~,:'f(Achni:cal SCf\,i(_cs f:~H.-, Duane D. Boice I'.E. President 27121 469tl1 Ave. Tea, SD 57064-8100 Phone: (605) 4981290 Fax: (605) 498.1299 E-mail: lOts l@)dtgnd.com · www.engtccSI.v.com lc.le,c.l rltlU DESIGNED BY: Y E. 7,P II e... At--.-t 1/ s Lv., WI'; \ IS?!,I! rt/q;"'-f.:J 100 rnp L.. t.'fJ +r'-^J v-er.s<.. d,Y' -c.c. Jiv~ 'Lb_'"$L( fJt { i _ t( I ~f { ( ~/') ( 5 /) -: ( L/t)( '5 I ) v; 7 b_ "?-..t> ~ '5t.:ipl{ -z,. Lf ' 13~fJ{t '[76,.[,0 ?, II'. b I \ 1/ ".) " J.. v( ) '^, t I c{;,. (e J/~" '"'I.tI'J( t()('5) !'i.t,rt (5)( 1:.(,7 )('/"1.) It.''''> pre ( LJ')( 7'} , "1 . ~ .. ;>J t (")') L '-l J ,) t? .eo"..-"! {"')")(1;3.1)( 'I-d 10'13_ 1- ..II;, f:J 0.' It;;. Date: . -~._-----~-----~---,--------~-~- I hereby certify that this plan, specification, or report was prepared by me or under my dimct personal supervision and tllat ! am a duly registered professional engineer under the laws or the state or . ____ and that I am competent to prepare this document. Signature________.. .... Date. .__L.L_ Reg. #_...___.__ t ~\\j "" ,.........) ':: 51.L~ ~~ s If 't- '-/ ..t I;, ~ ") 6 - L.JJ -el..C ~ t v{ ... t, II rc-u [ tJ. f" j ,^,C it <---'I'lL "' \, { v /-I- l> (" cl ~c I ~ S; ~ I --' Q)L'-- ~- of-) 1) ....~ o /L t...-'" ~ ';;;. sDJ'll~ bl.1 R~ ~(,2. &1r,. '" .. -:- I '5 ,. .,I \. l05. 'g..tj 10 '13 _ L./1 -ec-< ( ,;vl..tt-CI IJ ~ -lC>'-'?' btJ_"3 pI t s,-~wr.lt r-~.r < (33 ;pIt C'ft'''~+J OIc'C-- . ~ CHECKED BY: DATE: Building Brokers / Serenity House Thrift Store Date and Time: 10/22/2004 10:02:03 AM MCE Ground Motion - Conterminous 48 States Latitude = 48.1000, Longitude = -123.2500 Period MCE Sa (see) (%g) 0.2 122.5 MCE Value of Ss, Site Class B 1.0 046.7 MCE Value of S1, Site Class B Spectral Parameters for Site Class D 0.2 123.7 Sa = FaSs, Fa = 1.01 1.0 071.4 Sa = FvS1, Fv =1.53 1~\0 5"pJ' ::: ( ~)( L L 3 7 ) -- o-t 7.,'17 - )D I ::. ( ~) ( 0- '/1(1) :- 0_ t{7 f:. ~-<r5""";L ~f(5"" c c-.. k j " rJ -:; D V::.- L"L. 5pJ w fl-- f2- ";.- 6.'5 LJ -:. I()f'.d ( 1.0 'J[ 1 '"I ') + ('t r Sps!)("Lb) t L) ~ 50Cl(7.t!:. v-- 1-'t.l~_pl(7) (,.') l> fJO~.t.) -:: Z5( _ t,LS, l.--.J ;- ~) Iv").J ovfr /1-.1 1.tJ'lj '1 () /L c.-- -;;.... - 10:11 AM 10/22/2004 L\\ \t) Max Horizontal Wall Loads - Transverse Direction * Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst) *** Factor Load (pst) 1E Ptw = 14.60 1.23 18.00 1 18.00 4E Ptw = -12,17 1.23 -15.00 1 -15.00 1 Ptw = 10.59 1.23 13,06 1 13.06 4 Ptw = -9.08 1.23 -11 .20 1 -11.20 Max Horizontal Wall Loads - Lonqitudinal Direction Height & Exp. Adjusted Importance Design Location Load (pst) Adiustment Load (pst) *** Factor Load (pst) 1E Plw = 12.00 1.23 14.80 1 14.80 4E Plw = -9.30 1.23 -11.47 1 -11.47 1 Plw= 8.80 1.23 10.85 1 10.85 4 Plw= -7.20 1.23 -8.88 1 -8.88 * Pressures for roof angles were interpolated from Table 1609.6.2.1 (1) 2000 IBC. ** If pressure is less than zero, use zero (footnote c. Table 1609.6.2.1 (1) 2000 IBC). *** Positive values are inward acting pressure, negative values are outward acting pressure. rt"'~ "'''''',.'/\;.'.... /'. ~." \, 'r' .- ~T~ I,'I'!"I'''''I'II'J>O & Technical Stnices Fnc. l~ b ~"''''''U ~t't ,. . .. Duane D. Boice I~F. Prc~idel1t Fie: Date: 27121 469th Ave. Tea, SD 570M-8WO Phone: (605) 498-1290 En: (60S) 498-1299 E-mail: cts 1 (fildtgnet.com . www.engtecsrv.com I hereby cmtify that this plan, speGification, or reporl WilS prepared by me or under my direct personal supervision and that I am a duly registered professional engineer under the laws or the state 01_ _ and that I am competent to prepare this document. Signature.. u____ ~lhwe.1J c../"'--~J l-v L. ; , J_~ t. jJJ' { L (~,) >Lf- DL. ~ 5 /..1' r Date_,I __ Reg. #____u 0\\0 130,6jll( {'8'')1'5' c ((j l.{ LI _ ! .{iLl (lv'){IL') :: tl 2 () () A> I r;,c-,.{ Cc~ ~t''1'' J,(; ~.J lrIJe. ~ ,I; E :; F t:> -; Fe.. tGO f~'\) J ~1('0 ij -- ..... 1,0 vV,d..r r (o,-.,/\.--( c- ~(-v.., "';'; [J -:: l , 0 r .R_~ O. C D ( 1- 1.-vL f)l)..o.?'5bvL t'G.?) JL f)L +S( ? X V .5 ( t... - Ie,..., ("1:/ /.1 , 7 IY <7 0 C-o / r I , I'S 0 f's i A r-e ... ~ '3 _ C) l h 1.. 1: l( "= f '1- 7'-/ ;'" " ~ '!<=j(;ps; ( /1 " ( 'r \.,ltAJ~ 3 ~y '. d f' I' ( ., ~ 11 'I ) " I 3 (f~ .K 8" .r:r, r, j"" .) J GJ~~ ! (7 k..J (. ------A I L V () /.1 f O'((~PJ() : 13, '-(Iuf (,r.'j(fl.')'< llOO..-e'> S-Lf / - 6 ( I'iS.l ~ I.. .; / ) - "'J<" {Yj l (j.1 e eel. fY,J.,f,.1 (C.,.f_ /1-.'0 t;: ;' rl.f. f"r (""../.) _~!!VCI - f6 )((_,~){ 11'5.('>>/../1) ('_1 <;)( l1. r p. ;:"..,-1 ) d p c,., /\ VV<.( ,.../ DESIGNED BY: ":: CHECKED BY: ~ 10:42 AM 10/22/2004 (Q\ 10 Building Brokers I Serenity House Thrift Store sidewall columns 0.6DL+WL Bending width (b)or (d2) = depth (d) or (d1) = length (11) or (Iul)= length (12) or (Iu2)= Moment (M) = E= 3.375 inches 4.125 inches 96 inches 32 inches 1044.80 ft*lb 1700000 psi (weak axis depth) (strong axis depth) (strong axis unsupported length) (weak axis unsupported length) from Figure 3G pg 21 97 std (modulus of elasticity) Actual Bending Stress fb = (6*M)/(b*(d^2)) = 1309.918 psi pg 16 97 std Theoretical Bending Capacity F'b = Fb Co CM Cl CL CF Cv Cfu Cj CrCcCf= 2929.415 psi Stress Ratio = 0.4472 Fb = 1850 Tables 97 sup CD = 1.6 duration pg 9 97 std CM= 1 moisture pg 25 & 53 97 sup 4.1.4 & 5.1.5 Cl= 1 temperature pg 10 97 std CL= 0.990 stability pg 16 (see below) 97 std CF = 1 size pg 25 97 sup 4.3.2 Cv = 1 volume pg 33 (see below) 97 std Cfu = 1 flat use pg 25 & 53 97 sup 4.3.3 & 5.3.3 Cj= 1 incision pg 11 97 std Cr= 1 repetitive member pg 28 97 std Cc= 1 curvature pg 34 p7 std Cf= 1 form pg 10 97 std CL and Cv cannot be used at the same time. Use the smaller of the two, and the larger is = to 1. CL = ((1 +(F bE/Fb *))/1.9)-(sqrt(((1 +(FbE/Fb *))/1.9)^2)-((FbE/Fb *)/0.95))) = 0.990 KbE= I = e 0.610 168.855 IJd = 'u1/d1 = (chose higher one) lu2/d2 = 23.272727 .""'-...,.-,. . .".,.....,_.,. --..._---. .9.4814815 Fb*= E'= lu to find 'e = R 2_ B - FbE= 2960.0 1700000.0 96 61.1 16958.5 Cv = KL*(((21/L)^(1/x))*(((12/d)^(1/x))*(((5.125/b)^(1/x)) = KL= 1 L = 8 x = 10 (20 for SYP, 10 for everything else) (if greater than 1.0 use 1.0) (for Glue Lam. Only) 10:42 AM 10/22/2004 Deflection Allowable (U360)= 0.2667 Allowable (U240)= OAOOO Allowable (U180)= 0.5333 Capacity = (SwL ^4)/(384EI) = Capacity = (PL ^3)/(48EI) = w ratio U360 stress ratio U240 stress ratio U180 stress ratio U120 stress ratio U90 stress ratio U600 stress ratio U480 stress ratio total load w = 130.60 P= 0 1= 19.740784 must be less than allowable P ratio 2.2415702 1.7932562 uniform load point load @ midspan (live load floor) (total load floor, live load roof) (total load roof) (total load roof) (total load roof) 111J plf Ibs in^4 live load 130.60 o 19~ 7407837 live load only 10:43 AM 10/22/2004 Building Brokers 1 Serenity House Thrift Store sidewall columns O.6DL+WL Compression width (b)or (d2) = depth (d) or (d1) = length (11) = length (12) = Area = Force = E= Ke= Effective length (I e1) = Effective length (I e:0 = Actual Compression fc = Force/Area = 3.375 inches 4.125 inches 96 inches 24 inches 13.921875 inches2 720.0 Ib 1700000 psi 1 Theoretical Compression Capacity FIe = FeCOCM Ct CFC1 Cp = Fe= Co= CM= Ct= CF= Cj= CT= Cp= 1850 1.15 1 1 1 1 1 . 0.5496 (weak axis depth) (strong axis depth) (strong axis unsupported length) (weak axis unsupported length) (modulus of elasticity) inches inches 51.717 psi ......-......"'.--.-.. 1169.299738 psi ..,..........,.,.... 162'78.84419 Ibs Tables duration pg 9 moisture pg 25 & 53 temperature pg 10 size pg 25 incision pg 11 pg 30 pg 22 (see below) Cp = ((1 +(FcE/Fc*))/2c)-(sqrt(((1 +(FcE/Fc*))/2c)^2)-((FcE/Fc *)/c))) = enter values KeE= c= IJd = from Figure 3G pg 21 97 std stress ratio = 0.044 97 sup 97 std 97 sup 97 std 97 sup 97 std 97 std 0.5496 0.418 0.9 23.272727 chose the higher between (le1/d1) and (leid2) (used to calculate FeE) Bending and Axial Compression = (felF eT'~+ftl(Fb'( 1-(fe/F eE))) (must be < or = to 1.0) 4.1.4&5.1.5 calculated Fc*= EI= le1/d1 = le2/d2 = FeE1 = F eE2= <6\ \0 2127.5 1700000 23.27273 7.111111 1312 4052 Building Brokers / Serenity House Thrift Store sidewall columns DL+O.75WL+O.75SL Bending width (b)or (d2) = depth (d) or (d1) = length (11) or (lu1)= length (12) or (lu2)= Moment (M) = E= 10:43 AM 10/22/2004 Actual Bending Stress fb = (6*M)/(b*(d^2)) = :1110 3.375 inches 4.125 inches 96 inches 32 inches 783.60 ft*lb 1700000 psi (weak axis depth) (strong axis depth) (strong axis unsupported length) (weak axis unsupported length) from Figure 3G pg 21 97 std (modulus of elasticity) 982.438 psi pg 16 97 std Theoretical Bending Capacity F'b = Fb Co CM Ct CL CF Cv Cfu Ci Cr Cc Cf= 2929.415 psi Stress Ratio = a.3354 Fb = 1850 Tables 97 sup CD = 1.6 duration pg 9 97 std CM = 1 moisture pg 25 & 53 97 sup 4.1.4 & 5.1.5 Ct= 1 temperature pg 10 97 std CL= 0.990 stability pg 16 (see below) 97 std CF= 1 size pg 25 97 sup 4.3.2 Cv = volume pg 33 (see below) 97 std Cfu = 1 flat use pg 25 & 53 97 sup 4.3.3 & 5.3.3 Cj= 1 incision pg 11 97 std Cr= 1 repetitive member pg 28 97 std Cc= 1 curvature pg 34 p7 std Cf= 1 form pg 10 97 std CL and Cv cannot be used at the same time. Use the smaller of the two, and the larger is = to 1. CL = ((1 +(F bE/Fb *))/1.9)-(sQrt(((1 +(FbE/Fb *))/1.9)^2)-((FbE/Fb *)/0.95))) = 0.990 KbE= I = e 0.610 168.855 Fb*= E'= lu to find Ie = R 2_ B - FbE= 2960.0 1700000.0 96 61.1 16958.5 IJd = IU1/d1 = (chose higher one) 'u2/d2 = 23,272727 9.4814815 Cv = KL*(((21/L)^(1/x))*(((12/d)^(1/x))*(((5.125/b)^(1/x)) = KL= 1 L= 8 x = 10 (20 for SYP, 10 for everything else) (if greater than 1.0 use 1.0) (for Glue Lam. Only) Building Brokers I Serenity House Thrift Store sidewall columns DL+O.75WL+O.75SL Compression width (b)or (d2) = depth (d) or (d1) = length (11) = length (12) = Area = Force = E= Ke= 10:43 AM 10/22/2004 Effective length (I e1) = Effective length (I d = Actual Compression fc = Force/Area = 3.375 inches 4.125 inches 96 inches 24 inches 13.921875 inches2 3450.0 Ib 1700000 psi 1 (weak axis depth) (strong axis depth) (strong axis unsupported length) (weak axis unsupported length) (modulus of elasticity) 96 inches 24 inches 247.811 psi from Figure 3G pg 21 97 std stress ratio =0.212 Theoretical Compression Capacity F'e = Fe CD CM Ct CF C1 Cp = 1169.299738 psi 1€i278.64479 Ibs Fe= 1850 Tables 97 sup CD = 1.15 duration pg 9 97 std CM = 1 moisture pg 25 & 53 97 sup 4.1.4 & 5.1.5 Ct = 1 temperature pg 10 97 std CF= 1 size pg 25 97 sup Cj= 1 incision pg 11 CT= 1 pg 30 97 std Cp= 0.5496 pg 22 (see below) 97 std Cp = ((1 +(FCE/Fc*))/2c)-(sqrt(((1 +(FCE/Fc*))/2c)^2)-((FcE/Fc* )/c))) = enter values KeE= c= Ield = 0.5496 0.418 0.9 23.272727 chose the higher between (Ie1/d1) and (Ieid2) (used to calculate FeE) Bending and Axial Compression = (fe/F eT~+fJ(Fb'(1-(fJF eE))) (must be < or = to 1.0) calculated Fe* = E'= le/d1 = 'e2/d2 = FeE1 = F eE2= 16 /0 2127.5 . 1700000 23.27273 7.111111 1312 14052 1 0:44 AM 10/22/2004 Building Brokers / Serenity House Thrift Store sidewall columns DL+SL Compression width (b)or (d2) = depth (d) or (d1) = length (11) = length (12) = Area = Force = E= Ke= 3.375 inches 4.125 inches 96 inches 24 inches 13.921875 inches2 4200.0 Ib 1700000 psi 1 (weak axis depth) (strong axis depth) (strong axis unsupported length) (weak axis unsupported length) (modulus of elasticity) Effective length (I e1) = Effective length (I e0 = inches inches Actual Compression fc = Force/Area = SOt.684 psi stress ratio = 0,258 Theoretical Compression Capacity F'e = Fe CDCM C, CFC1 Cp= 1169.299738 psi 1627lL84479 Ibs from Figure 3G pg 21 97 std F = 1850 Tables 97 sup e CD = 1.15 duration pg 9 97 std CM= 1 moisture pg 25 & 53 97 sup 4.1.4&5.1.5 C,= 1 temperature pg 10 97 std CF= 1 size pg 25 97 sup Cj = 1 incision pg 11 CT= 1 pg 30 . 97 std C = 0.5496 pg 22 (see below) 97 std p Cp = ((1 +(FcdFc*))/2c)-(sqrt(((1 +(FCE/Fc*))/2c)^2)-((FcE/Fc*)/c))) = 0.5496 enter values KeE= c= l"Id = 0.418 0.9 23.2'72727 chose the higher between (le1/d1) and (le2/d2) (used to calculate FeE) calculated Fe* = E'= le1/d1 = le2/d2 = FeE1 = F eE2= II \10 2127.5 1700000 23.27273 7.111111 .1312 14052 10:52 AM 10/22/2004 ENDWALL COLS. - Bldg Brokers blank IJ-Its POST DESIGN DATA ef= 12 qww = 10.85 sf = 10 d = 48.0 HI = 96 POST DESIGN VALVES Fb= Fc= Fc-perp = E= (ft) (pst) (ft) (in) (in) <- endwall column spacing <- windward wall pressure <- sidewall column spacing 4 (ft) <- post embedment depth (ft) 8 (ft) <- sidewall height POST DESCRIPTION: 3p2x4t LUMBER TYPE: syp#1(2x4) 1850 (psi)* 1850 (psi) 565 (psi) 1. 7 (psi! 1 e6) Ixx 19.74 c= Cr= Cmc= Cmb= Cfu= Cd= Kce = 0.9 1.15 0.8 0.85 1.00 1.6 OAl8 *fb x Cf for visually graded lumber up to 4" thick AXIAL COMPRESSION FORCES (dead + 1/2 snow) Pf= ef*sf/2*(LL/2+DL)= 1350 (lbs) MAX. POST MOMENTS M1 = wwq*H1 *H1/8= POST ADE UACY fc = Pf/ A = tb=M/S= Ke = 0.8 Ie = C = 12499 (in-lbs) WIND CONTROLS 97 (psi) <- actual compressive stress 1306 (psi) <- actual bending stress Kce = OA18 76.8 (in) 0.602 <- (1997 NDS e uation 3.7.1.5 TRUSS to POST CONNECTION ression Interaction Stress Ratio <- ( 0.8 for solid sawn, 0.9 for glulam) <- (1 for solids sawn post, 1.15 for glulam) <- (.9 for solids sawn post, .8 for glulam) <- (.85 for MSR, 1.0 for other) <- (1 for solid sawn and regular glulam) <- (load duration factor - wind controls = 1.6) <- (OA18 for MSR, 0.300 for other 0.41 1191 (lbs) at each endwall column 744 (lbs) at each endwall column 2100 (lbs) at each endwall column 1826 (lbs) at each endwall column 6 20d NAILS '" J~ (V) 7..uJx Je-- jJ .1 b oJl....v, ~"lFl 7...., 'bl",c ~/:J ,Jr; ;)J' I uplift = wwr*ef*sf/2 = truss uplift adjusted for 1.6 duration factor = truss reaction = (LL+DL)*ef*sf/2 = truss reaction adjusted for 1.15 duration factor = Connector Values I 20d NAILS I 141 I (Top & Bottom Chrord to Post) = THEREFORE USE: 3p2x4t syp#1(2x4) Iv~ 0 r CO I. l::-e. tee.JI 5 /r If I :- ht'IpJ !;.("(l,r,'-:.> /7'/L""'- co umns v {" ~ 10:51 AM 10/22/2004 WALL GIRT DESIGN: GIRT SPACING = POST SPACING = DESIGN LOAD = CH= 32 10 -25.2 1.5 GIRT - Bldg Brokers blank J 2' , /;;IIS (in) (ft) (pst) LUMBER TYPE: LUMBER DIMENSION: df#2 2x6e Fb= 900 (psi) AREA = 8.25 in^2 Fv= 180 (psi) Sxx= 7.563 in^3 E= 1.6 (psi/I e6) Ixx= 20.8 in^4 * (F - flat use & E - on edge use) BENDING w = 5.61 (pli) Mmax = 10093 (in-lbs) fb = 1335 (psi) <-actual bending stress LOAD DURATION - Cd = SIZE FACTOR - Cf= FLAT USE FACTOR - Cfu = REPETITIVE USE - Cr = F'b = Fb(Cd*CL *Cfu*Cr) = 1.6 1.3 <---- MSR & SYP = 1.0 1.00 OTHER SAWN = 1.3 1.00 1872 (psi) <- allowable bending stress BENDING RATIO 0.71 SHEAR V=wL/2= fv = 3*V / 2*A = Fv' = Fv*Cd*CH = 336 (lbs) 41 (psi) 432 (psi) <-actual shear <-allowable shear SHEAR RATIO 0.09 DEFLECTION delta allowable = L/120= delta maximum = delta maximum = 1.00 (in) 0.45 (in) (I-span) 0.19 (in) (2-span) DEFL. RATIO 0.45 0.19 CONNECTION IF GIRTS ARE FLAT ON POSTS USE: 16d - Hardened Steel Ringshank Nails 5 - per Post / Girt Connection (note: alternate girt slices at posts) IF GIRTS ARE ON EDGE BETWEEN POSTS USE: pre-manufactured joist hangers or blocking between girts THEREFORE USE: dfl/2 2x6e @ 32 " ole 10:51 AM 10/22/2004 WALL GIRT DESIGN: GIRT SPACING = POST SPACING = DESIGN LOAD = CH= 32 12 -23.0 1.5 (in) (ft) (pst) GIRT - Bldg Brokers blank (1//1 S LUMBER TYPE: LUMBER DIMENSION: df#2 2x6e Fb= 900 (psi) AREA = 8.25 in^2 Fv= 180 (psi) Sxx= 7.563 in^3 E= 1.6 (psi/ I e6) Ixx = 20.8 in^4 * (F - flat use & E - on edge use) BENDING w = 5.11 (pli) Mmax = 13248 (in-Ibs) fb = 1752 (psi) <-actual bending stress LOAD DURA TION- Cd = SIZE FACTOR - Cf= FLAT USE FACTOR - Cfu = REPETITIVE USE - Cr = F'b = Fb(Cd*CL *Cfu*Cr) = 1.6 1.3 <---- MSR & SYP = 1.0 1.00 OTHER SAWN = 1.3 1.00 1872 (psi) <- allowable bending stress BENDING RATIO 0.94 SHEAR V = wL / 2 = fv = 3*V / 2*A = Fv' = Fv*Cd*CH = 368 (lbs) 45 (psi) 432 (psi) <-actual shear <-allowable shear SHEAR RATIO 0.10 DEFLECTION delta allowable = L/120= delta maximum = delta maximum = 1.20 (in) 0.86 (in) 0.36 (in) (I-span) (2-span) DEFL. RATIO 0.72 0.30 CONNECTION IF GIRTS ARE FLAT ON POSTS USE: 16d - Hardened Steel Ringshank Nails 5 - per Post / Girt Connection (note: alternate girt slices at posts) IF GIRTS ARE ON EDGE BETWEEN POSTS USE: pre-manufactured joist hangers or blocking between girts THEREFORE USE: dfti2 2x6e @ 32 " ole 10:51 AM 10/22/2004 PURLlN - Bldg Brokers blank /1/5 ROOF PURLIN DESIGN: PURLIN SPACING = PURLIN SPAN = ROOF DEAD LOAD = ROOF SNOW LOAD = ROOF WIND LOAD = 24 10 5 25 -27.9 (in) (ft) (pst) (pst) (pst) <- area without discontinuity I PI~CH I LUMBER TYPE: df#2 Fb= Fv= E= 900 180 1.6 (psi) (psi) ( sill e6) SNOW LOAD wt = snow + dead/cos = 5.05 (pli) Mxx = wt * cos * L ^2 I 8 = 9081 (in-Ibs) fbxx = Mxx / Sxx = 1201 (psi) Cd= 1.15 Cr= 1.15 Cf= 1.30 Cfu= 1.00 Fbxx'= 1547 (psi) SNOW BENDING RATIO = fbxx / Fbxx' = 0.78 SHEAR Cd= design load = w = purlin end reaction = 1.15 5.05 (pli) 303 (lbs) RAD 0.322 DEG 18.4 COS 0.949 SIN 0.316 DIM. 2x6e WIND LOAD wxx = wind + dead/cos = 3.86 (ph) Mxx = wxx * L ^2 / 8 = 6955 (in-Ibs) fbxx = Mxx / Sxx = 920 (psi) Cd= 1.60 Cr= 1.15 Cf= 1.30 Cfu= 1.00 Fbxx'= 2153 (psi) WIND BENDING RA no = fbxx / Fbxx' = 0.43 CH= F'v= fv= 1.333 275.9 (psi) 55.0 (psi) RATIO 0.20 DEFLECTION design load (ph) = 5.05 delta allowable = L/I80 = delta max. = 5wL^4/384EI = delta max. = wL^4/185EI = 0.67 (in) 0.41 (in) (I-span) 0.17 (in) (2-span) RATIO 0.61 0.25 CONNECTION IF PURLINS ARE ON EDGE BETWEEN TRUSSES USE: pre-manufactured joist hangers IF PURLINS ARE ON EDGE ON TOP OF TRUSSES USE: (l)-60d ringshank nail per truss, overlap purl ins 1ft. Min each side of truss and nail purlin splices with (3 )-16d nails IF PURLINS ARE FLAT ON TOP OF TRUSSES USE: (2)-16d ringshank nail per truss, use blocking on side of truss for nailing surface THEREFORE USE: dftt2 2x6e @ 24 " ole -~~:-~~.==-=-~ I:.=~_n~~~~~=~ , L~-- -~- i. -- .-. ~- ..~. I:=~l ~..- ...... -- I S;=:~ .... _ _..~_1 ~ !~- -~- (/) t=-~~ L r~=-~ .=1 F= -~-----l I --:: ..=::=J f=--:::==--==l I --::~ r=---=-~ L ._:...-~.-~.t----.._.---l \~{? ~'V~ ~cCX0;~ FILE ~ ~ \\cjJ\- ('i---' \ J /----- ~ ~~~ _ /) --'- ----==1 ~)j'7 / ! I~._ 1 I o e r-- 1~~--==1 ! ~~~L~ I / L- i ===~I \-~'__H'_- L- ~ \ ______ __ U;l .,~---_._._--~~ -. _.--1 ,__ 1 ~ I .=-.--. ....~. .~-~ .-..---- \-......- \~.._~-------- \ \-~_J \ \==- ---1 Eo-< (/J r.Ll :s: T~:f i:,~'~l.~~.~nce o~ thjs, pc;rmit based upon these plans. spi.:cifi- 8(:IJ i)th~;r d?!?, Shell not prevent the b~':jing official i;:y-;', thert::":7\?:\ rf~cH;ir~n~ the COL?!.':t,lon ot (~ffGrS In said fV:<l;), :3~~(<,:fir,~.:tcrL ?;\1:j other d&ta, or !TUfT: pre'./f:'ltng :J;_~~~.:'~~')ns bf;n~ earflsd on thCfel.~nlier \o\'ht~n in ~ji:'i:,\t~(:: z!;i V'i;!~:; ;~:ld l):~~r;;;;:;~es of tillS ilid~/jldlort I"" ,..,,"")' :1" "ii,,' , q"cde: l i',p;j:uva. Dare 1 - I - \ ) I -.--J I I i- II I j---I I- ~ II=----=i !. - - . -....:-1 W1 --. II -1 ~l 1--1 ;:r:: ~ - i ~-------=.J ~ ---1r I II ~-_._--~ I i --~I! I I.. I \ ! I 2004/SEP/28/TUE 03:01 PM CITY OF PA BLDG DEPT FAX No. 360 417 4711 P. 001/001 . u~~;,-..;;,.,-;;;,;,;J!i)l Z,;7l1Or;;-i!ti-oIXES -- --PIf""",~6g:?-::002/b- - -_.. - Owner:SE:f2Gi'J/TY ItQ(JS~ 0, CLALLfrfl) phone:3bo- 4~ - 41-11 Address: ~ 0, Box 'fa Lf--=t City: Poet 1fIv6ELQ zip:Qg3 G3 AIc}ritectlEngineeJ: E T;g ( Phone: b 0 5 - 4'1. g -} eX q 0 Contracto/1JJILOJAJ6J~mteLicense#ZVlLJJ.KoIlf7X;exp: 0+ lo'?5 Phone: Ge;) - b02 (b Address; fJ,o, /30. X 38sI. .......- ... ...... City: g2Q\J 1 fVl... Zip: r:tg38;{ PROJECT ADDRESS: Go 0< E I Sf. g.");" ZONING: LEGAL DESCRIPTION: Lot: -::; ~! 8-ILBlock: Subdivision; CLALLAMCOUNTYPARCEL~ER; 00 ~CJOOS/ ~-::;3 S<SlQ)C)Q) Credit Card Holder Name: Billing Address: City: Credit Card Type VISA.-.-MC _, . Expo Date: TYPE OF WO~~ SIZEN ALUATION: o Residential ~ New COnstL 0 R.e-roof CI Stove Y ~ 0 SF. @ $ /0, 'fO ISF. = $ "=t ~ -:t ~~- ~O o Multi-family 0 Addition 0 Move CI Garage SF. @ $ ISF- = $ ._rxt-Gommercia.l.__D.Re~l..__.__l:I._R~o1ition 0 Deck SF. @$ ISF. = $ 7" 0 Repair 0 SigU.._._....--...l:rOtliei'....n..~........-TeTA:b-V:AL-UAnGN..--S._#.;tl~l2'o_ .. BRIEF DESCRIPTION OF THE PROJECT: T ;;( (f) X :( V- ;( 8- SIi. COMME'RCIALIRESIDENTIAL: Occupancy Group: Occupant Load: ConstrUction Type: No. of Stories: -L Lot Size: J b d .3 i Existing Sq. Ft. 3 <6 n to & Proposed Sq. Ft. lt6 0 = TOTAL Sq. Ft. 4-3 (a b / Total lot coverage .2fj,.7 % "2 ,-<Xv APPROVALS: / PLANNING USE ONLY: PLAN: BLDG: DPWU: ESAlWetland(s): 0 Yes 0 No SEP A Checkfu;t required? 0 Yes 0 No Other: FIRE: OTHER:_ BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application lU1d plan 51lbmittal requirements if you have qucstiODS. VALUATION OF CONSTRUCTION: In all caSe.6, a valuation amount must be entered by the applicant. This figure will be rc;viewed and may be rrwised by the Building Division to comply with cunent 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 tUne the building permit application and construction plans are --SU1J1m.~~::other-pennit.-fees~.a.Ub.e.iime_of.p~t issuance. EXPIRATION OF PLAN REviEW: If'tiO pmt is issue"dWitbil1180 days ofllie dare ofapjiliCition, tlie applt9liuD-wlU-expire:-The- I Building Official can extend the time for action by the applicant up to 180 days upon written request by the appucant(see SectionRI05.3.2 of the Inwmational BuildinglResidential Code, 2003). No application can be extended more than once. f hereby certify that f have read end examined this application and know the same to be we and correct I am authoriJed to apply for this permit and understand that it ;s my respons;b/Jlty to delennine what permits are required ,not the City's, end h sf . such permits prior 10 work T\RVBSS\BLDG-forrns-btocbun:s\2003-BuildiJllJlennit.WPd Applicant:, Date; .I op/~ /0 V ~\I ,~ r) I\J :t, 11:::-t '\ :. ~ - ~ ~. r:: 'II ---- '" ~ )z. ...... ~~~~ ~ ~j '1~~%~ 'lJ"=:' ()"SJ ),. '1 \rt C D\ ~'--C. ---- "h 11'1 0 N ~ t--~1::.tJ rt- -<J G w "v\ % \Jl ~ G 11\ ~ ~ ~ VI II '" ~ '- ~ ~ D ~ t-- ~ h '0(' G)- ...pc<;, -0,/" \)1 rot \/ ~ \t f O,,?ORT~ l~(~ r'I!!1iii ~~ ~ .....;;;;;' CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 BUILDING PERMIT ISSUED: 9/05/2002 PERMIT NO: 13692 OWNER/APPLICANT SERENITY HOUSE 502 E. 1ST STREET Port Angeles, WA 98362 360/452-7933 T: S: PROPERTY LOCATION 502 1ST ST E Lot: 12.5 L T 7 ALL 8-12 Block: 27 [g] Long Legal Subdivision: NR SMITH Parcel No: 063000512735000 CONTRACTOR OWNER VARIOUS Port Angeles, WA 99360 206/000-0000 PROJECT INFO Project Value: $0.00 Project Type: SIGN/WALL Occupancy Type: COMMERCIAL Occupancy Group: Construction Type: Zoning Use: CDS-C2 ARCHITECT N/A , 98360-0000 360/000-0000 SFD Units: 0 Commercial: 0 SFD SO FT: 0 Industrial: 0 Garage: 0 MFD Units: 0 MFD SO FT: 0 ~ rJ \11 PROJECT NOTES INSTALL 1- 4' X 8' AND 1-4' X 3' SIGN RECEIPT#9637 FEES ASSESSMENT Building Permit: Plan Check: State Surcharge: House Moving: Manufactured Home: Sign: Plumbing: Mechanical: Radon: $0.00 $0.00 $0.00 $0.00 $0.00 $115.00 $0.00 $0.00 $0.00 v Mise Fee 1: Mise Fee 2: Mise Fee 3: $0.00 $0.00 $0.00 TOTAL FEE: AMOUNT PAID: BALANCE DUE: $115.00 $115.00 $0.00 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 autho( to violate or cancel the provisions of any state or local law regulating construction or the performance of con r ion. Date Signature of Owner (if owner is builder) Date BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE I ACCEPTED COMMENTS I YES I NO FOUNDATION: FOOTINGS WALLS FOUNDATION DRAINAGE ELECTRICAL (LIGHT DEPT) SEPARATE PERMIT: # ROUGH-IN I I PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATERLINE GAS LINE BACK FLOW / WATER AIR SEAL WALLS 1 I I CEILING I I I FRAMING JOISTS / GIRDERS SHEAR WALL WALLS / ROOF / CEILING DRYWALL T-BAR INSULATION SLAB I I WALL / FLOOR / CEILING I I MIi:CHANICAL HEAT PUMP WOOD STOVE / PELLET 1 CHIMNEY HOOD / DUCTS PW UTILITIES 1 SITE WORK (Engineering Division) SEPARATE PERMIT #'5: WATERLINE / METER SEWER CONNECTION SANIT AR Y STORM PLANNING DEPT. SEPARATE PERMIT #'5 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.I PWI CONSTRUCTION - R. W. ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT. PLANNING DEPT. 417-4750 PLANNING DEPT. <.;. f-r ' re..c BUILDING 417-4815 BUILDING (I)),-l7'" S KV T:\PLANNING\FORMS\1102.15 [4/2002] BUILDING PERMIT - APPLICATION FOROFFI~L USE ONLY, Date Ree.' -5'~~ Permit #, . 3 V. . Date Approved: Date Issued: The Building Permit Application must he filled out completely. Please type or print in ink. If you haye any questions, please call 417-4815 Po~T Aw~ Phone: t..f5~-7J."J.4 Phone: 'f5;>..-7Q'33 Zip: q f~"3 Applicant or Agent:~ WA~To Owner: 5e.Y'fN~ Heu.{e.. 0 ( C.1.'l-llA-M W. Address: :V.b. 601<: t./(Jfl7 City: Architect/Engineer: IJ/A , Phone: --e- Contractor 4r Address: ~ PROJECT ADDRESS: SO 2. E. Pi .<.f>l LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Billing Address: Credit Card #: License #: -'e- Exp: --e--- Phone: -e>-- City: -e- p, J\-. Zip: -t9--- ZONING: c..A 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 Commercial 0 Remodel o Repair ORe-roof o Move o Demolition Ilil Sign o Wood-stove o Garage o Deck o SIZEN ALUATION: SF. @$ /SF.~.$ dO/IJItT(cl SF. @ $ ISF. = $ SF. @ $ ISF. = $' TOTAL VALUATION $ BRIEF DESCRI~TION OF THE PROJECT: T>lS"f"AtI ;2. 'Bl.l"d.~ MOv"'~ 111'klA A 4'i.0 OrJ 1M NOlo,"" ~ WUi F-.<( o~ IoltMI/"j. COMMERCIAL/RESIDENTIAL: Occupancy Group: Occupant Load: ,/ rjtJs: oW'(. L$ lfl(3 /tW.e -nu. Construction Type: No. of Stories: Lot Size: Existing Lot Coverage: PLANNING USE ONLY: Notes: % Isq. ft. ~ TOTAL LOT COVERAGE: APPROVALS: PLAN BLDG. DPW FIRE ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: OTHER BIDLDlNG PERMIT APPLICATION SUBMITTAL: Your application and site plan must he filled out completely to he acceptedfor review. The Building Division can provide you with more detailed information on the application and plan submittal requirements. Your completed application, site plan (for additions) and building construction plans are to be submitted to the Building Division. % Lot Coverage: Isq. ft. + Proposed Lot Coverage: Isq. ft. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reyiewed and may be revised by the Building Division to comply with current fee schedules. Contact the Pennit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: Your plan check fee is due at the time the building pennit application and construction plans are submitted. All other pennit fees are due at the time of pennit issuance. EXPIRATION OF PLAN REVIEW: If no pennit 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 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 true and correct, and I am authorized to apply for this penn it. f understand it is not the City's legal responsibility to determine what permits are required; it remains the applicant's responsIbility to determme what permits are required and to obtam suc~~/! \. j J t>) J.:- / tl "2- Applicant: ~ ~ ,U" J..vf< Date: I J_ T \FORMS\APPS\BUlldmgpermlt 'I j Se'feN ~l WollSe. I1fL~Pr Sl1> R~ !:~ / ~ 10 \ 4 2-(' " i~ % I'flll'-\\-. (: ,d. e. 1:( 50lf fr2::. , G~'N-<)) 100 f'r rOSS....~ 4'i.3 ,rJi VktT ~tcl.(, I DIAl./: Pr' = .2.\~ FT' p (A~""I~) 'Ih" \ p..s' ,bk "H.~ "\ "'-....")1)- i _.._..___~"\'i"j. ~ --~ .... - ~ ..' ____-~-_.".l"""" ,,/ I __J' l, J '\ll