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Home My WebLink About824-C E 8th St - Building :f"ORr~ t.O~ ,. 'L -=-:or ~ ~~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Applicat~on Number pin number Property Address ASSESSOR PARCEL NUMBER: Application description Subdivision Name property Use Property Zoning . . . Application valuation 04-00001089 Date 11/22/04 .447984 824 C E 8TH ST 06-30-01-6-7-0000-3040- COMM REMODEL ~ ~ EXPIRED ~>It7J COMMERCIAL NEIGHBORHOOD 7000 Owner Contractor Smith, Linda 824-D E 8TH ST # 6 PORT ANGELES WA 983626419 BURFITT CONSTRUCTION SEBRING FL Structure Information Construction Type . . . . Occupancy Type . . . . . ADDING NON BEARING PARTITION WALLS TYPE V NON-RATED BUSINESS:OFF/PRO/MED/REST Permit Additional desc Permit Fee Issue Date Expiration Date BUILDING PERMIT - COMMERCIAL ADD WALLS FOR TANNING 162.75 Plan Check 11/22/04 Valuation 5/22/05 Fee 105.79 7000 Qty Unit Charge Per Extension 92.75 70.00 BASE FEE 5.00 14.0000 THOU BL-2001-25K (14 PER K) Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 162.75 162.75 .00 .00 Plan Check Total 105.79 105.79 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 273.04 273.04 .00 .00 ~ ~ ...:t. o \l"\ ~ ~ !q 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 IIla~ lo<f Date Signature of Owner (if owner is builder) T:\PLANNING\FORMS\1102.15 [1111412003] \ Date \ BUILDING PERMIT - APPLICATION Fill out COMPLETELY and in INK. Your application and site plan MUST B COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 ApplIcant or Agent: I J AJ./JA Srrll +A Phone: 4 It; 0 - 7(9 5/452- Lf 9fSO Owner: 9tCvn~ ~ Phone: Address: ~,~C C.'gJA st-~~/lol~VI~~sel(2s wA ZIp:9~362... Architect/Engmeer: Phone: Contractor Ru. ('~tI flMSt State LIcense #:l3IA(?.F/C/Q 7YC~: /O-I7-0S- Phone: 6a-3107Ao Address: A-O,G6x 77:3 CIty:~~03 ZIp: 9832.'f PROJECT ADDRESS: 8~ t{ C E, ~+h ~+ ZONING: LEGAL DESCRIPTION: Lot: CLALLAM COUNTY PARCEL NUMBER: Block: SubdIVISIon: Credit Card Holder Name: Billing Address: Credit Card Type VISA TYPE OF WORK: o ResIdentIal 0 New Constr 0 Re-roof 0 Stove o MultI-farruly 0 AddIhon 0 Move 0 Garage E CommercIal ~ Remodel 0 DemolItIOn 0 Deck o RepaIT 0 SIgn I ~ Other BRIEF DESCRIPTION OF THE PROJECT: ~fr.l1 YJ) ftol?~Q.ri i'J City: MC # Exp. Date: SIZEN ALUATION: 7f!:1 SF. @$ /SF. = $ 7tJOOJ 00 SF @ $ /SF. = $ SF. @ $ /SF. = $ TOTAL Vj\LUATIQ;N $ Plt.\f+:+16,yt t.J{tIl~ COMMERCIAL/RESIDENTIAL: Occupancy Group: No. of Stories: Lot Size. Existmg Sq. Ft. Total lot coverage Occupant Load: & Proposed Sq. Ft. ConstructIon Type: = TOTAL Sq. Ft. % APPRO V ALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAIW etland( s): 0 Yes 0 No SEP A ChecklIst reqUITed? 0 Yes 0 No Other: BlliLDING PERMIT APPLICATION SUBMITTAL: The Bmlding DlVlsion can proVIde you WIth mformahon on the applIcation and plan subrruttal requirements If you have questIons. VALUATION OF CONSTRUCTION' In all cases, a valuation amount must be entered by the applIcant. Tills figure will be revIewed and may be revised by the Bmldmg DIVIsion to comply WIth current fee schedules. Contact the Perrrut Coordmator at 417-4815 for aSSIstance. PLAN CHECK FEE: IF a plan check fee is due It must be submitted at the trme the bmldmg perrrut applIcatIOn and constructIOn plans are subrrutted. AIL other permit fees are due aLthe trme ofperrrut Issuance. EXPIRATION OF PLAN REVIEW: Ifno perrrut IS Issued WIthm 180 days of the date of applIcatIOn, the application will expire. The Bmldmg OffiCIal can extend the time for action by the applIcant up to 180 days upon wntten request by the applIcant (see SectIOn Rl 05.3.2 of the InternatIOnal Bmlding/Residenhal Code, 2003). No applIcatIOn can be extended more than once. I hereby certIfy that I have read and exammed thIS applicatIOn and know the same to be true and correct I am authOrized to apply for this permit and understand that it IS my responsIbility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work T \RVESS\8LDG-forms-brochures\2003-BUlldmgpenmt wpd Applicant: ~oCa.. :S~ Date: I ~ 'lJ 0 t{. ~ "- o r:, - d'-- .~--- .--- -----_._---~--- ..- -- .- - -- c-- - - - -- e- V\ I' !\ ,- ;i I' II II Ii I I I o~ _____ _ -~~~ - - -. ---------------- .-.;. f - -- -- --~.-- -------- - - - - - ---------- --------- -- --i--- --; . ---.-.-. ---~ ..... -~ - ~~---~--~- ---------- -- - ~ ---~~ -- -----~- ~ ,,--..------- ------ - --. -- -- --------------r--- ~-- ---~- ~........- - --- ~~~- ~ ~~~---~--- .~.--- ~_ __~_ - ~ __ ,~~_ - _~ ~..._ ~. - ~~ ~ .~ ...... ~~_. ~__ I __ _ . ~-ud--n~~I--mL- ~-~------------------------ r. rt;, -+-~.~----~-~-- ------~---~- -+--- -- i _ u_=_~_--__=--- _ ~ -- -----~ C~ ~J--~~~ -1-------- -- -- o -- ------ --- --------'---T- - --I -- - - -- ---------------------- .-. --4---~- ------- --~--- - u-----rc:..~-n-t ------- - _____.1 .__ _0____ _ _ _ _ :r..., ~f<'c.- , ",J .s. - - - --- -------- -- --.-- ~--- --------~ 0-- ----------------------r--- _ _ __ ___ _ _ ___________ _._ __ __ __ ____ --t. . --- -- ------~----------------------------- -.. ;~-;--- , ___ ___________________________ ----0,-------- --------------------- -----------------..------~-- l 3" /1 . ,,_______ _ _ _ _____ __________/.. _..fl_ ---- ----------- ~ - - ........ . ---- -- ---. -~, ~--....-- ---~---~------------ --------- -[ ----~-- _. ~___'N' __~.......,.._____~~___~_ _~___n.~ -~-------------------------- --------~--------------......---~- _\II .._ ____ CllYOFpORTANGELES-CO.......onPI.n, (\ ___ __n_ __.._ ,_ _, _ ___ "^____ .. .. ______..____.._ ____..__________The.lSSUance-otthis-pefmit'OO~..J!~~!!Jl!.e~~-pJ!n~! speclh- f7 """ and ""~ da. ..,II ,~ p,"'"' lli, ',,"mi"'''''---- ~ _ __ _ _._ T-- _____ _- .ul &om ...""'" ...,m" .. co..-' of ,"'" ;, ~. . \~ _.. ___ I ) 6--,---------::~::':':.=::'~:-:;::;;-:.;=~ ---- ~ _I~.;__n _ _ -- ~- ____n- ~ -- un =N~~~~:'::~~""d.~ lli. ~"'.,'" -- ~ I~ -T----- - - _________________N__--------Approval-Oate - I By-- rrC. \. _ c=->..___ ......------. -- -~--- -~----- --- ~ ,----- -- i'.._~;~;~~~o..._'- __~()-::-----u- ~/--;--..-~6 T(1~------u-:ii-~-;;j--.---- : .. _____ ;___ ____.__ -----~l-Jl-\..6-L-J-----~.y~i!..(~ - -------i-~~~--------Tr----I---'- -- - - -----------,..,,---- -,!::&; 2J.f;) inn _' ~ -------- -- -- -- --- --- ----------------------- ~~~~-o l ~~i---~=::.:cc _. ____. ~--~ ~~-~A---~~-~-;~---~t-- ~ ~ F:~;:J --{::: ! +- _ ~~ '3-0-" ,- - ~- '\. --_.~_... --.. -- - -- -- ,-- -------- - ---_..-- -------- l:J \ _ ~ -~-n\l ~--- ---- u_~_ - 'B-~ L<:::c,.~'e. ~ 1 . - . -, - ~ --1-; _____________ ,-- -----------,--- - :~ _ _ IA b I L - - -------.. --=~.~_.- ii ; f pORT ."'. t.J.O~(C(~ rta .....~ ~ "l,li~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 05-00000800 Date 255200 824 E 8TH ST #A 06-30-01-6-7-0000-3020- COMM REMODEL 9/15/05 EXPIRED ?Iu~" Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 36000 Owner Contractor VAN DYKEN MARTIN L 93 LIGHTHOUSE VIEW DR SEQUIM WA 983828872 BUD FRASER CONSTRUCTION 116 NORTH TARA LANE PORT ANGELES (360) 457-1026 BUILD UP EXISTING ROOFING TYPE II FIRE RESISTIVE BUSINESS:OFF/PRO/MED/REST WA 98362 Structure Information 000 000 Construction Type . . Occupancy Type Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT - COMMERCIAL 59931 525.85 9/15/05 3/14/06 Plan Check Fee Valuation 341.80 36000 Qty Unit Charge Per Extension 414.75 111.10 BASE FEE 11.00 10.1000 THOU BL-25,001-50K (10.10 PER K) Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit pin number 60012 Permi t Fee 36.40 Plan Check Fee Issue Date Valuation Expiration Date 3/14/06 .00 o Qty Unit Charge Per 1.00 36.4000 EC EL-LOW VOLTAGE' Extension 36.40 Spec~al Notes and Comments The Fire Department has reviewed the project application and has no comments 09/03/2005 03:10 PM SROBERDS --- Roof only - no land use issues. MAINTAIN CLEARANCES FROM SERVICE WIRES Connection Fee does not apply. 09/02/2005 08:10 AM JHEBNER ---------------------_______ Any modifications to the electrical facilities will be at the customer's expense. 09/02/2005 08:10 AM JHEBNER ---------------------------- Publ~c Works Utility Engineering has no requirements for this plan review. Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ~ ~ -t G n\ ~ ~ Ol 'I ~ ~ Separate Permits are required for electncal work, SEPA, Shoreline, ESA, utilities, private and public Improvements. ThIS permit becomes nu" 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 authonty 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) T \PolIcles\l] 02_15 bUildIng penmt InspectIOn record05 wpd [1/4/2005] Date J .pORT.. t,~O~,\., "~~ ~ -- 'l.oii:~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . Application pin number Permit Fee Total Plan Check Total Other Fee Total Grand Total 562.25 341. 80 4.50 908.55 05-00000800 255200 562.25 341. 80 4.50 908.55 Page Date 2 9/15/05 .00 .00 .00 .00 .00 .00 .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 authonty 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 IPolIclesl 1102_15 bUlldmg pennlt mspectlOn record05 wpd [1/4/2005] ... , BUILDING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417 -4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE IT IS 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 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 ALLIHOLD DOWNS WALLS 1 ROOF 1 CEILING '(::j-1)."I-O.r;' J L.J... DRYW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I I MECHANICAL HEAT PUNW 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING DEPT SEPARATE PERMIT #'s SEPA P ARKING/LlGHTING 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 IPnhcte.\ 1\ 02 15 bUlldmg penmlmspeclIon record05 wpd [1/4/2005] CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DNISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000800 Date 255200 824 E 8TH ST #A 06-30-01-6-7-0000-3020- COMM REMODEL 9/15/05 36000 Owner Contractor VAN DYKEN MARTIN L 93 LIGHTHOUSE VIEW DR SEQUIM WA 983828872 BUD FRASER CONSTRUCTION 116 NORTH TARA LANE PORT ANGELES (360) 457-1026 BUILD UP EXISTING ROOFING TYPE II FIRE RESISTIVE BUSINESS:OFF/PRO/MED/REST WA 98362 Structure Information 000 000 Construction Type . . Occupancy Type ----------------------------------r----------------------------------------- Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BUILDING PERMIT - COMMERCIAL 59931 525.85 9/15/05 3/14/06 plan Check Fee Valuation 341.80 36000 Qty Unit Charge Per Extension 414.75 111.10 BASE FEE 11.00 10.1000 THOU BL-25,001-50K (10.10 PER K) Permit ELECTRICAL ALTER COMMERCIAL Additional desc Permit pin number 60012 Permit Fee 36.40 Plan Check Fee Issue Date Valuation Exp~rat~on Date 3/14/06 .00 o Qty Unit Charge Per 1.00 36.4000 EC EL-LOW VOLTAGE, Extension 36.40 Special Notes and Comments The Fire Department has reviewed the project application and has no comments 09/03/2005 03:10 PM SROBERDS --- Roof only - no land use issues. MAINTAIN CLEARANCES FROM SERVICE WIRES Connection Fee does not apply. 09/02/2005 08:10 AM JHEBNER ----------------------______ Any modifications to the electrical facilities will be at the customer's expense. 09/02/2005 08:10 AM JHEBNER ---------------------------- Public Works Utility Engineering has no requ~rements for this plan review. Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due Separate Permits are required forelectncal work, SEPA, Shoreline, ESA, utilities, private and public Improvements. ThiS permit becomes nu II 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 IPohc.eslll02_15 bUIldIng permIt InspectIOn record05 wpd [1/4/2005] . ~~ORT~ $:~O~~~ rta ~-- 'l.tiL~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . Application pin number Permit Fee Total Plan Check Total Other Fee Total Grand Total 562.25 341.80 4.50 908.55 05-00000800 255200 562.25 341.80 4.50 908.55 Page Date 2 9/15/05 .00 .00 .00 .00 .00 .00 .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 \PolIcles\ll 02_15 bUlldmg pennll mspectlon record05 wpd [1/4/2005] PREPARED 9/27/05, 12 45 50 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 14 9/27/05 ------------------------------------------------------------------------------------------------ ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 824 E 8TH ST #A BUD FRASER CONSTRUCTION VAN DYKEN MARTIN L 06-30-01-6-7-0000-3020- 05-00000800 COMM REMODEL SUBDIV PHONE PHONE (360) 457-1026 ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BL3 01 !J!11tr- JLL I1-JO BUILDING FRAMING 09/27/2005 08.27 BUD 460-7050 AM PBARTHOL --------------------------- -------------------------------------- COMMENTS AND NOTES -------------------------------------- (Ii pORT 'I" -"~(,((, '>."- ..... 5-" !!lol. ".r ~ ~ - ~ ~ l' BUILDING PERMiT - APPLICATION Fill out COMPLETELY and in INK. Your applicanor: and site plan MUST BE COl\1PLETE to be accepted for reVIew. If you have any questions, call PERMITS (360) 417-4815 FA.X(360)417-4711 ApplIcant DT Agent nU J (CLA sr;fl 6 1I..~1e(/'(,,7/j,// Cd - Phone' 3(0 .cf( 0 . 7~U Owner:YA. wi (Ittu lf~jJl'\ e ~ Phone' ,S(C ,. 'f,j7- JlS'3/ Address' 8:;"q.- [. 8- ~ St. Crty. P6U vM9 eLe.1 /vI)- ZIp' '1R S (2.- Architect/EIlgmeer.L, ItJ i3 fl RJ /S/J1.;r J.J. Phone: 1--S?. -" 1/6 Contractor~t'1 f,tA-Sf:t ~T. CU State LIcense # f/lA5~/flilxp t-!l61n 6 Phone: fG'o ~ ?bS-d Address 1[(" /J1Q.U ~~ CltyW,oLo,; w40 ZIp 113 (;"L PROJECT ADDRESS: f$~ q.. k ~fJJ ~f, ~o~ A~.e.L.~.5 IJJA- ZONING: -- ----- iEGAL ImSc:RrPTloN: L-o~: - Block: ~IT& A SUbdlVISlon: CLALLAM COUNTY PARCEL NUMBER: Ow 00 01 G1 DO(f),;OIO Credit Card Holder Name: Billing Address: Credit Card Type VISA MC # Tl'1'E OF WORK: o ResIdential 0 New Constr. ~e-roof 0 Stove o Muln-family 0 Addmon 0 Move 0 Garage o CommercIal 0 Remodel 0 DemohtlOn 0 Decr o Reparr 0 Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: OU Q..I\... ~ ~ City: Exp. Date: SIZEIV ALUATION: ..J G9> ~+oO SF. @ $! ~)I U Cl /SF. = $' 3 6 bQ) '-J SF @ $ /SF. = $ J SF. @$ /SF.=$ , TOTAL VAkUAJ10N $~, u-u7) - e.YJlr';'J {:LIJ.-, r~~T lol~~ SL..~fhd COMMERClAL/RESIDENTIAL: Occupancy Group: No of Stones' -J- Lo(Size' EXlstrng Sq. Ft. Total lot coverage % I Occupant Load & Proposed Sq Ft ConstructIon Type: = TOTAL Sq. Pt. APPRO V ALS: PLAN: BLDG: DP"'WU: FIRE: OTHER: PLANNING USE ONLY: ESAlWetland(s). 0 Yes 0 No SEPA Checlchstrequrred? 0 Yes 0 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 Buildm.,g DlVlSlon to complyvi'lfh current fee schedules. Contact the Pernnt Coordinator at 417-4815 for assistance. PLAN CRECR FEE' IF a plan clie-ck fee is due It musfhe subnntted at the tIme the buildIng pernnt apphcatIon and construction plans are sublll1tted All other penmt fees are due at the nme of perrmt Issuance EXPIRATION OF PLAN REVJEW: Ifno pernnt is issued vnthin 180 days of the date of application, the application will expire. The Buildmg OffiCIal can extend the tnnefor actIon by the apphcantup to 180 days upon written rcquest by the apphcant (see Section RI05.3.2 of the International Buildmg/Residentlal Code, 2003). No applIcation can be extended more than once. I hereby certify that I have read and ex understand that it is my responsibiJjty to e this appl1catJOn and know the same to be true and correct I am authorized to apply for thiS permit and ~ ine ermts are reqUired ,not the CIty's, and that I must obtain such permits pnor to work. Date: fr/23~ S-- . T \PohGJes\BL-ll02_13 wpd ,8t6 '~, . " , ~.. ~ I \) ~ '. ~~,~ II ~,,~ / I _>~ ;' /, I'~"'" / ' , / I / ""'., I / :' I I '" I , / f 1//' / /// I / I , i l . ,I /1 / r.." / .' ~'" '" , '. . \ \ ,; '>""" \, :-.. ,~ B;lA J '--" ,.~ / ., "I'.s't.j ";7" Feet NAVD88 VertIcal Datum _ NAD 83/91 kOTlZfJntal Datum - />~ 4' A ~ ' , " '''.......... J '/.... , '~815' ,_ ,,~\ . /. """ " " (., d as a legal descrtp to dpurposes ~~ ded to be lIse fi rlls own use an ..'" " ThIS map IS not mtenh OIV of Part Angeles 0 IbdllV of the C/O' duced bv t e. be the respons ThJS map/drawmg IS pfr;:"s mapldrawmg shall no/ Anv other use 0 60 Roof Beamr 2000 International BUlldinq Code (97 NOS) 1 Ver. 6 00 7 By. Charles Smith, Lindberg & Smith on: 03-31-2005 : 8 57 29 PM ROOF 1 Prolect HENKINS - Location Summary: 3.5 IN x 5.5 IN x 5.0 FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By 18.1% Controlling Factor Section Modulus / Depth Required 5061n 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 Cnterra' Total Load Deflect Cnterra Roof Loadlnq Roof Live Load-Side One Roof Dead Load-Side One: Trrbutary Width-Side One' Roof Live Load-Side Two: Roof Dead Load-Side Two' Trrbutary 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 ElastiCity Stress PerpendIcular to Grain' Adjusted Properties Fb' (TenSion) Adjustment Factors' Cd=1 15 CI=1 00 Cf=1 30 OLD'; LLD= TLD= LL-Rxn= DL-Rxn= TL-Rxn= BL= L= Lu= RP= U L/ LL1= DL1= TW1= LL2= DL2= TW2= Cd= BSW= Ladi= wL= wD adr= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv" Fv'= Adlustment Factors Cd=1 15 DeSign Requirements Controlhnq Moment 25ft from left support Crrtlcal moment created by combining all dead and hve loads. Controlhnq Shear. At a distance d from support. Crrtlcal shear created by combining all dead and live loads. Comparisons With ReqUired Sections: Section Modulus (Moment). Area (Shear) Moment of Inertia (Deflection) Sreq= S= Areq= A= Ireq= 1= M= 781 LB 482 LB 1263 LB 058 IN 50 FT 20 FT 1 . 12 240 180 250 PSF 15.0 PSF 50 FT 250 PSF 150 PSF 75 FT 1.15 5 PLF 50 FT 313 PLF 193 PLF 505 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1268 PSI 109 PSI 1579 FT-LB 1036 LB 1494 IN3 1765 IN3 1422 IN2 1925 IN2 1332 IN4 4853 IN4 V= Roof Beam[ 2000 International Buildinq Code (97 NDS) 1 Ver 6 00 7 By Charles Smith, Lindberg & Smith on 03-31-2005. 8 58 13 PM Proiect. HENKINS - Location. ROOF 2 Summary 35 IN x 5 5 IN x 50FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By' 634% Controlling Factor' Section Modulus / Depth Required 4 3 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. Criteria' Roof Loadin~j: 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 Wel!=jht Slope/Pitch Adlusted Lenqths and Loads' Adlusted Beam Lenqth. Beam Uniform Live Load. Beam Uniform Dead Load. Total Uniform Load Properties For #2- Douqlas Fir-Larch (North) Bendmq 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= RP= U U LL1= DL 1= TW1= LL2= DL2= TW2= Cd= BSW= Ladi= wL= wD ad,= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv': Fv'= Adlustment Factors' Cd=1.15 Design Requirements. Controllinq Moment: 25ft from left support Cntical moment created by combmmg all dead and live loads Controllinq Shear At a distance d from support Cntlcal shear created by combmmg 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= 003 IN 004 IN = U1473 007 IN = L/907 563 LB 350 LB 913 LB 042 IN 50 FT 20 FT 1 .12 240 180 250 PSF 150 PSF 50 FT 250 PSF 150 PSF 40 FT 1 15 5 PLF 50 FT 225 PLF 140 PLF 365 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1268 PSI 109 PSI 1141 FT-LB 749 LB 1080 IN3 1765 IN3 1028 IN2 1925 IN2 963 IN4 4853 IN4 Roof Beamr 2000 International Bulldinq Code (97 NOS) 1 Ver 6007 By: Charles Smith, Lindberg & Smith on' 03-31-2005 : 8'58 33 PM Prolect HENKINS - Location: ROOF 3 Summary 3 5 IN x 5 5 IN x 50FT / #2 - DouQlas Fir-Larch (North) - Dry Use Section Adequate By 473% Controlling Factor Section Modulus / Depth Required 4 53 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 Pitch Of Roof Live Load Deflect. Cntena 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 WeiQht Slope/Pitch Adlusted Lenqths and Loads Adlusted Beam Lenqth Beam Uniform Live Load Beam Uniform Dead Load' Total Uniform Load Properties For: #2- Douqlas Fir-Larch (North) BendinQ 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= L/ L/ LL1= DL1= TW1= LL2= DL2= TW2= Cd= BSW= Ladl= wL= wD adi= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv' Fv'= Adlustment Factors: Cd=1 15 Design Requirements. Controlllnq Moment: 25ft from left support Cntical moment created by combining all dead and live loads. Controlllnq 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= 003 IN 005 IN = L/1325 007 IN = L/818 625 LB 388 LB 1013 LB 046 IN 50 FT 20 FT 1 12 240 180 250 PSF 150 PSF 60 FT 250 PSF 150 PSF 40 FT 1 15 5 PLF 50 FT 250 PLF 155 PLF 405 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1268 PSI 109 PSI 1266 FT -LB 831 LB 11 98 IN3 17.65 IN3 11 40 IN2 1925 IN2 1068 IN4 4853 IN4 Roof Rafterf 2000 International BUlldmq Code (97 NOS) 1 Ver' 6 00 7 By: Charles Smith, Lmdberg & Smith on 03-31-2005 7'4742 PM Project HENKINS - Location' RAFTERS 1 Summary. 1 5 IN x 11 25 IN x 20.5 FT @ 24 0 C / Select Structural - Dou~las Fir-Larch - Dry Use Section Adequate By' 24 3% Controllmg Factor: Section Modulus / Depth Required 10 09 In Rafter Span Deflections: Dead Load Live Load: Total Load: Rafter End Loads and Reactions Upper Live Load: Upper Dead Load' Upper Total Load: Lower Live Load: Lower Dead Load. Lower Total Load Upper Equlv. Tnbutary Width' Lower Equiv. Tributary Width: Rafter Data' Intenor Span' Eave Span' Rafter Spacmg Rafter Pitch' Roof sheathlnq applied to top of joists-Top of rafters fully braced Live Load Deflect Cntena Total Load Deflect Cnteria Rafter Loads: Roof Live Load Roof Dead Load' Roof Duration Factor. Slope Adlusted Spans And Loads' Intenor Span. Rafter Live Load: Rafter Dead Load Rafter Total Load' Properties For Select Structural- Douglas Fir-Larch Bendmq Stress Shear Stress. Modulus of ElastiCity: Stress Perpendicular to Grain' Adjusted Properties Fb' (TenSion) Adjustment Factors' Cd=1.15 Cf=1 00 Cr=1.15 DLD-Intenor= LLD-Intenor= TLD-Interior= LOADS: 256 PLF 154 PLF 411 PLF 256 PLF 154 PLF 411 PLF UTWeq= LTWeq= L= L-Eave= Spacmq= RP= LL= DL= Cd= L-adl= wL-adi= wD-adl= wT-adj= Fb= Fv= E= Fc-perp= Fb'= Fv' Fv'= Adlustment Factors. Cd=1 15 Design Requirements Controlllnq Moment 10286 Ft from left support of span 2 (Center Span) Cntlcal moment created by combming all dead loads and live loads on span(s) 2 Controllinq Shear At a distance d from n~ht 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= V= Area (Shear). Moment of Inertia (Deflection)' Sreq= S= Areq= A= Ireq= 1= U L/ 036 059 095 RXNS. 513 LB 309 LB 821 LB 513 LB 309 LB 821 LB 1029 1029 205 00 240 1 0 240 180 250 15.0 1 15 2057 50 30 80 1500 95 1900000 625 1984 IN IN = U417 IN = U260 FT FT FT FT INOC. . 12 PSF PSF FT PLF PLF PLF PSI PSI PSI PSI PSI 109 PSI 4208 FT-LB 753 LB 2545 IN3 3164 IN3 1034 IN2 1688 IN2 122 99 IN4 177 98 IN4 Roof Beamf 2000 International BUlldinq Code (97 NOS) 1 Ver: 6.007 By: Charles Smith, Lindberg & Smith on: 03-31-2005 : 8 57:29 PM Prolect. HENKINS - Location: ROOF 1 Summary 3.5 IN x 5 5 IN x 50FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By 181% Controlling Factor Section Modulus / Depth Required 5 061[1, 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 Pitch Of Roof. Live Load Deflect Criteria: Total Load Deflect Criteria Roof Loadlnq Roof Live Load-Side One' Roof Dead Load-Side One' Tributary Width-Side One Roof Live Load-Side Two: Roof Dead Load-Side Two' Tributary 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= Ladl= wL= wD ad/= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv" Fv'= Adlustment Factors Cd=1 15 Design Requirements ControllinQ Moment. 25ft from left support Critical moment created by combining all dead and live loads Controllinq Shear At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections Section Modulus (Moment). Area (Shear) Moment of Inertia (Deflection)' Sreq= S= Areq= A= Ireq= 1= M= 781 LB 482 LB 1263 LB 058 IN 50 FT 20 FT 1 12 240 180 250 PSF 150 PSF 50 FT 250 PSF 150 PSF 75 FT 1 15 5 PLF 50 FT 313 PLF 193 PLF 505 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1268 PSI 109 PSI 1579 FT-LB 1036 LB 1494 IN3 1765 IN3 1422 IN2 1925 IN2 1332 IN4 4853 IN4 V= Roof Beam[ 2000 International BUlldinq Code (97 NOS) 1 Ver. 6 00 7 By Charles Smith, Lindberg & Smith on' 03-31-2005 85813 PM Project HENKINS - Location: ROOF 2 Summary' 3 5 IN x 5 5 IN x 50FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By' 634% Controlling Factor Section Modulus / Depth Required 4 3 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 Pitch Of Roof. Live Load Deflect. Criteria: Total Load Deflect Criteria Roof Loadin~:r Roof Live Load-Side One. Roof Dead Load-Side One. Tributary Width-Side One: Roof Live Load-Side Two: Roof Dead Load-Side Two' Tributary Width-Side Two Roof Duration Factor Beam Self Welqht: Slope/Pitch Adlusted Lenqths and Loads' Adlusted Beam Lenqth Beam Uniform Live Load Beam Uniform Dead Load Total Uniform Load Properties For: #2- Douqlas Fir-Larch (North) Bendinq 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 adl= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv'. Fv'= Adlustment Factors Cd=1 15 Design Requirements ControllinQ Moment: 25ft from left support Cntlcal moment created by combining all dead and live loads. Controllinq Shear At a distance d from support Critical shear created by combining all dead and live loads. Compansons With Required Sections: Section Modulus (Moment) Area (Shear) Moment of Inertia (Deflection): M= Sreq= S= Areq= A= Ireq= 1= V= 003 IN 004 IN = U1473 007 IN = U907 563 LB 350 LB 913 LB 042 IN 50 FT 20 FT 1 .12 240 180 250 PSF 150 PSF 50 FT 250 PSF 150 PSF 40 FT 1 15 5 PLF 50 FT 225 PLF 140 PLF 365 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1268 PSI 109 PSI 1141 FT-LB 749 LB 1080 IN3 1765 IN3 1028 IN2 1925 IN2 963 IN4 4853 IN4 Roof Beamr 2000 International BUlldlnq Code (97 NOS) 1 Ver: 6 007 By: Charles Smith, Lindberg & Smith on' 03-31-2005 858:33 PM ROOF3 Prolect HENKINS - Location Summary 35 IN x 5.5 IN x 50FT / #2 - Douqlas Fir-Larch (North) - Dry Use Section Adequate By 473% Controlling Factor Section Modulus / Depth ReqUired 4 53 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 Pitch Of Roof' Live Load Deflect Criteria' Total Load Deflect Criteria: Roof Loadinq Roof Live Load-Side One' Roof Dead Load-Side One Tributary Width-Side One' Roof Live Load-Side Two: Roof Dead Load-Side Two Tributary Width-Side Two' Roof DuratIon Factor Beam Self Welqht. Slope/Pitch Adlusted 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 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= DL 1= TW1= LL2= DL2= TW2= Cd= BSW= Ladl= wL= wD adl= -wT= Fb= Fv= E= Fc_perp= Fb'= Fv" Fv'= Adiustment Factors. Cd=1.15 DeSign Requirements' Controllinq Moment. 2.5 ft from left support Critical moment created by combining all dead and live loads Controllinq Shear' At a distance d from support Critical 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= 003 IN 005 IN = L/1325 007 IN = L/818 625 LB 388 LB 1013 LB 0.46 IN 50 FT 20 FT 1 12 240 180 250 PSF 150 PSF 60 FT 250 PSF 15.0 PSF 40 FT 1 15 5 PLF 50 FT 250 PLF 155 PLF 405 PLF 850 PSI 95 PSI 1600000 PSI 625 PSI 1268 PSI 109 PSI 1266 FT -LB 831 LB 11 98 IN3 1765 IN3 1140 IN2 1925 IN2 1068 IN4 4853 IN4 Roof Rafterr 2000 International BUlldmq Code (97 NOS) 1 Ver. 6 00 7 By: Charles Smith, Lindberg & Smith on 03-31-2005' 74742 PM Prolect HENKINS - Location: RAFTERS 1 Summary: 1 5 IN x 11 25 IN x 205FT @2 24 0 C. / Select Structural - Douqlas Fir-Larch - Dry Use Section Adequate By' 243% Controlling Factor Section Modulus / Depth Required 1009 In Rafter Span Deflections. Dead Load Live Load. Total Load: Rafter End Loads and Reactions Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load' Lower Dead Load: Lower Total Load: Upper EqUlv Tnbutary Width: Lower EqUlv Tnbutary Width: Rafter Data' Intenor Span. Eave Span' Rafter Spacmg: Rafter Pitch Roof sheathmq applied to top of JOists-Top of rafters fully braced. Live Load Deflect Cntena Total Load Deflect Cntena Rafter Loads Roof Live Load Roof Dead Load Roof Duration Factor. Slope Adlusted Spans And Loads Intenor Span Rafter Live Load Rafter Dead Load Rafter Total Load: Properties For Select Structural- Douglas Fir-Larch Bendmq Stress Shear Stress: Modulus of Elasticity Stress Perpendicular to Grain. Adjusted Properties Fb' (TenSion)' Adjustment Factors' Cd=1 15 Cf=1 00 Cr=1 15 DLD-Intenor= LLD-Intenor= TLD-I nterior= LOADS 256 PLF 154 PLF 411 PLF 256 PLF 154 PLF 411 PLF UTWeq= LTWeq= L= L-Eave= Spacm!:l= RP= LL= DL= Cd= L-adi= wL-adi= wD-adi= wT-adj= Fb= Fv= E= Fc-perp= Fb'= Fv' Fv'= Adlustment Factors Cd=1.15 Design ReqUirements Controlllnq Moment. 10286 Ft from left support of span 2 (Center Span) Critical moment created by combmmg 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 created by combmmg 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= L/ L/ 036 059 095 RXNS' 513 LB 309 LB 821 LB 513 LB 309 LB 821 LB 1029 1029 205 00 240 1.0 240 180 250 150 1.15 2057 50 30 80 1500 95 1900000 625 1984 IN IN = U417 IN = U260 FT FT FT FT INOC '12 PSF PSF FT PLF PLF PLF PSI PSI PSI PSI PSI 109 PSI 4208 FT-LB 753 LB 25.45 IN3 31.64 IN3 1034 IN2 1688 IN2 122 99 IN4 177.98 IN4 ~ ~ ;;: h q 'r ~ i ~ E:S~ J.l 'I,) n. ~ '!( - (1~ ~ ~_f.l...~1lr. r;-~- J'r--==-=======?l ,: " ::.. ~______JJ T -I-- I L L - - L -- . I ~fV . "l ,'v ...'l . --i _ -' ~I ":1 - f\.I '\.I ~ I vr ,;p"f(, ~ "'I: ~" L- f~ , - l - -; I..- ..... I rr- ~\-- ~ ~ - ~tI\l = ,..-1- --- , j 4. :S. ~'"" ~~ .1l5!~ ~" V' II ,\1. " \) ~ '4l/~ ~ _ Or~~1} ~" _ ,,~'V~ ~ J 'J\l' _T - "1-- --. ., ~..- , I L..- I .... I T I 1.... .... ~ r:Y~~ -' '-.......-""" '\" ---- -- " I - ~ "" ~ b. U:- " :;' 'l:' ~' ~,,~ ~ll4 L- -".sf" ~~ ~.::i' , ~ S.J. ~:l.~ "\ J !::: _ 1, ;-,......'S;- ~'b ~ - ..... 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