The URL can be used to link to this page

Home My WebLink About118 E Ahlvers Rd - Building .~. CERTI,F~ICATE OF OC€lJPANCY Ci~ of Port Angeles - BuildingDI\dsion This certificate is issue~t:rsuant to the requirements of Section IIO of the 2~(nternational Building Code certifying that at the tilze of issuance this structure was in compliance with the various ordinances of the City regulating building c!nstruction or use for the following: Business name: J Inde.p. endent ~i6J~'" ChU. rch F~lJ]ily_Life Center Business address: 1.18-E:-" Ahlvers Rd. \, ~. .~ ., . Owner ofbusines 'l" ~ Independent Bible Church' ~"'~_" Owner's address: t:112'N. Lincoln St:,~:Port.Angeles, WA 98362 Automatic fire sprinkler-system: Per I BC-:.;-:-. ;... "".. Use & occupancy cfassijication: Assembly 'I! Building permit n~mzj~.'n- .' ~-Q,6=a92~'. TlJpe 01" constructlOn: \/I,'-B.....:_ ~~~ _c "'" .J'... 'J ~ ~__" ___~ __ ..-.-_._ Occupant load: Per\t.B~ ......., " '.~/ Y. 10-19-07 ~.::su~, ~s,~~~!J~!:!)~fc1Mger Date Post on the premises in a conspicuous Place.~sc.ertfttcatewmaIl not be removed except by the Building Official. .....,,, .~. (VloJ \ eJ l2-l7-01 -- - cQ m ~ -S- - ~ ~ ~ '" r ..,.<- 0 "- '" .... "- , 0 , .... , , '" , , r.lr.l '0 , OE-< <1 , ..:..: '" , o.Q , .... W , .... J.JJ.J , .~ W 0 , "- .... <1 , >. 0. , .... E I-< , <1 00 , 0 U 0 , .-< , Ul W..... E-< , E I-< H , 0 '" I-< :>: , 0 W ~ , I-< .-< I-< :< r.l , 0 00 0. , Ul .<:: 0.-< , Ul J.J .-< >< , '" I-< ..... Ul U , .-< '" >< >. r.l ~> r.l o.M ~ Ur.lO :>: ...:l H r.lr.l H " UH.-< 0. E-< Q ZZ ...:l I-< 0. O...:l..... r.lCfJ gJ 00 ':l Ul 0 ...:l ':l .... :<r.l :I::I: ........ ...:l ... 0 8:Ji Ul 0.0. '" r.l W :>:.0'0 :>: :>:>: :< N E-<':l 0. W 0. r.l0.0 .... .0 " ...:l .-< Z '" Ul .... O~ .... I-< Ul LO ~..,.I-< HO CfJ ltl O'l'~ ..,. r.lNO <- E-<E-< E-< ~ .. ..... OM UU Z ..,. '0 W .... 0..,. 00 r.lr.l r.l 0<1.0 0,..,...:10 0 NN 0.0. :>: '" .-< 0: <1.-< N ~~ 0. 00 <- Ul ItS "r"lH r--- 0\ H r-- OlHOOt-- HU 0'-< U ...: 0 ''':0 E..:....<- ~ E-<"- 0..... QJZOr--ZOWZ ..,. 0 E-< o.CfJ N '" O.uHNr--HN.uH~ Ul HE-< "-I-< UQ)~"""""~~"",,, ~ W :I: :I: Z ~...:l ..,. .-< <- COW .0 U U '0 U~ 0'0 ~~8~S18~~2B.E !3 !3gu CfJUl "-<1 r.lr.l O\ItSWOHO"lOHO'\UlHUQ :I: :I:o~ Q~ o .c: .u U j:Q 0 IJ o::l 0 .~ I1l 0 -1'1 U Uor.l 'Z r.l r.lo Q...:l aig~ ~Ill E-< CO H HOO o....:l 0 Ullll III 'U CfJ~ ~ N ZUl ...:l M r.lE-< E-< '.... Hr.l ...:l": M :>Z ZM'" ~ ':lQ ...:lr.l r.l , CO '" ~~ ~LOO Ul ....0 r.l r.l r.l '0 QQ ....:l r.lo. 0.00 r.lr.l <-<- <- <- r.l ~~r r.lMO E-<E-< 00 0 00 Q ~ ' , CfJr.l "-"- "- ';;::~.,... ~ IDID rg~ COCO '" HOO NN .... .... -r- 0:>: "-"- "- .........f-t I .. '.. r.l0 "'''' 0 O~ , ~ ~ ~U .... ....0 , . III ~ .r.l 0. , ZO III Q , E-< ~~ r.l~ , Ul .U M ..,. ~O , UlE-<": 0 0 0 ..: :~~~~~H CfJ 0.>< "- '" '" r.lE-< , QZZZ~o. 0. '" '" ~H , ~r.l0~":0. >< ...:l ...:l o.U , E-<UOo...: E-< III III Ul E-< Z r.l :>: Z:>: 00 HU E-<"- o.Ul HE-< ~...:l U~ UlCfJ r.lr.l !-<Q~ ~ 0. E-< o....:l CfJ~ ZUl Hr.l ~Q: r-lr.lr.l :l:E-<E-< Ulr.l Or.l...:l O~o. 0:>: r.l0 ~U ~ !-< ~ 0. W <1 J.J :< 0 W 0. .-< "- I-< 0. Ol<1W E <1 0 > o H 'n ...-1 0 UCll"'d.uU ~..-t rtl......... 'It "'d tIl "'d .0 o:r t:: tIl C H ltS~k=='::S .c: -..-100 U JJ.c: to'.-I 4-l "'dtlHH........k ..-t k QJ 4-l 0 )O'O.u4-l ....t 0.<1>(0'0.-< rn ItS Q) Q)"rJ CIl .u .c: c Io-l........ Q) ItS .c: 0'1 Q.l "'d )-l U ..--i Ul.,-i > Q) U U tf) ...-l..-I tIl 0 k ~ ~g:~3~'~ ~ "'d,...-l.u........uQ,l U ItlOQJ'O.u H U H ~ ~ kU..--iWC"'d M 0 o H )-lOH en ~.uQ)~m H )-l :I: ~ ...:lo~ ...:l o.EUlEwI-< ~ ...:l...:ll-< f-t ~ ~..~ ~4-lrtlOO.ukrtl ~ M~O ~ ~ ~8~ ~O~~~~Q).o ~ ~~~ ~ l1l ~ H ~ H:.......Q)Q)~U'O ~ HH4-l ~ H ~"H ~~(/)"'d.oQ)rtlrtl H IJ ~ M .uQ "'lj4-lk ~ k ~ f-t ::E: C::SUO i-f0l ~ QJ ~~~ ~~~ Z~.r-t&k.u~~~ ~ ~~~ ~ o 8 ~m~~~01~ H....t m~ ~~........~ ~H~ Ht~'~~O'l~~'~~H: H~~Hr-- !-<.. r.l.. Q .. .. ..:.. ..: r.l.. 0 <1 "- '" "..:.. ..:.........: 0 M UO ~NO~ ~ZM Z~O\Q)"'d.r-t~"'d..--i....tZ~ z~ Zoo ~MNMrlOrlM OHOMHOOO..-l ~.uQ)rtl~HOMHOOHNN o ltlOO ~ 0 ~ o~z .oQ)kCk~ ~ o~ U~ 0\ '<1' ~ N N H .r!.u co rtj 'n k N .. . Hr--~Wr--Hr--O\Q~~~m~ ~oo~~~~m~~~m~~~~oo~ ...:(0.........0...:(0.00...:(0 I..:I:ZOOO.--l ~O'ft::>...:I:o ...:I:oE...:(rl~ UO~~OUO~OOUO~UOo~~mu~o~Uo~UoWU ~ HN~~NHN~~NHN~HONUE~U~.--l HN~HNUH~ ~~~~~~~~M~~6~~~~~8~~.--lm~~~~~~w~~ D~~~~D~~~~D~~D~~~dd~~~05~~5~~53~ M~M~~M~O~~~ooOM~m~'~OO'~WNMmo~moo~uo ~OQQO~O~~O~o~~~o~E~U~>N~O~~O'~~O~ 1-< H :>: ~ r.l 0. .-< .-< .~ "- >. .-< <1 o Ul E o o I-< r.l ...:l ~ o ~ 0. ...:l Ul Ul '" .-< E-< ...:l ...:l ...:l ...:l III 0. ...:lo. ...:l": ...:l": ...:l 0.": ':l": ':lQ ':lQ <-<- <-<- <-<- <-<- <- 00 00 00 00 0 "-"- "-"- "-"- "-"- "- <-<- coco ......,. coco '" ........ 00 MO N N .... "-"- "-"- "-"- "-"- "- LOLO IDID co'" "'''' 0 .... .... .... .-< N M 0 0 0 0 0 '" '" '" LO N '" '" '" r.l r.l r.l r.l r.l :>: :>: :>: :>: :>: .-< o .<:: J.J I-< '" .0 0. Z o H E-< 0. H ~ U Ul r.l Q !-< io. o.Ul l'J;"j Z ~Q ..:lr.l o.!-< CfJ grg o r.l ~ ...:l 0. !-< ~ 0. '" Q'" 1>:11l H UJl1l I>: "'E-< :>Z "'''' ~CI) ~~ '" '" 6'~J,~'" i ~~..,...~ H ..... --r- ...........E-!l.... o P:: I P:: ~ rlO"o::l~"W ~ I Z 0 1Il ~C.T.t:cn~t;..~ ~O: gjE-<;;i<>:tjZ 0.)-1 I O:~~WUt-1 WE-! I QZzzo:o. g:t): ~~8~~~ Ltll'- o , '" ..... , o ..... "'''' "E-< .0:.0: "'Q >< '" 1>:' '" H '" E-< "'UJ ;.:'" 8~ E-<':> Z .. 01>: HO E-<E-< UU "'''' "'''' UJUJ ~~ <Xl o ,., ,., ;': Q gJ UJ "'''' ZZ 00 :x::x: "'''' .0: '" :x: U !3 :x: U '" o E-< UJ :x: Z U , 0 !3~U :X:03: UO'" 'Z "'0 @g~ HOO 11l , U N E-< , ..... Z,.,,,, '" , <Xl QLtlO Z.....O '" , 0 "'00 "',.,0 Q , , Z\D\D HOO <:: o UJ E-< Z '" Z~ 00 HU E-<' "'UJ HE-< 1>:'" U::> UJUJ "'''' QI>: W ... ~ W 0. H , ... ~ 2'g~ o ~'.-i..-4 0 UClJ'O.&JU ~'M f'Ci........ ~'O OO'C.Q ~ t:: en t:: ~ 10M i-l::S::S ..c:: ..... 0 0 U .u.c: lU...-I ~ 'OUi-li-l........i-l .,-i i-l QJ ~ 0 )O'O.&J~ ....-t o.<::~O"'H Ul (tj Q) Q)"n U1 .&J..c: t:: H........ '" W '" .<:: 01 W '" 0::: u r-4 Ul'.-I > CU M urn""!..... 000 i-l )-l ~ ~~IU.~oU.8 ~ Q.l::sQ.l~.&JOO" ~ ~ 'O,..-l.&J.........&JQJ 0. o "'OW"'......::> )-l M HUMQJ~'C 00 U )-l ~ ~ ~.&JQJO"OO H U)-l E-tH 0: H ~EmEQJH 0::: OHH "'1>:0" I>:~"'OO"''''''''' 1>:0 ~~~~ ~O~~~~QJ.Q ~ ~~~ ~ HMo. H:........QJQJ~U.Q 0. >H~ O~OH ~~m'C.QQJf'Cif'Ci H M~ rl E-t .uO ~~H H H rl t:: ;::I U 0 \o-l 01 Q) ~~~~ ~'''''&HU~g~ ~ ~~~ : ~ ~ ~m~~~Ol~ ~ M rl ~~m ~ M.....C owe........ ~ H~H Z M N '<1' :J :J: Ol.........c:: 'M m qt :: NOr-- HM.. ac: ........~::s ull-! 0 p:: r--~O:ooNqto:::~m ~~qtHM HmQJ'O.....~'OMMHrl H"" HOM ~moo~o~o~go~~ O~06~O~QJ~~~~~~06~08~N~ f St- ..::c rl ..::co ......H. H NH ......uf'tSct1..... HH NH H...O'\ ~~~~~~~~O:~~O'~~~~~C.T.t~~~~~&~~~~~C.T.t~~C.T.t~~ ~r--oo~or--ouoooozo:::ooor--OoQJ~muQJo'OOor--~o~~ ~ Z~NNZN~NHZNOHHNZN~ZNUE~u~M ZN~ZN~Z~~ H~"H' '~H'OOI~'H'~H'UOmO muH'~H' H~ m ~~mo ooom~ ~ ~~o ~~mU"M m~~ ~oo~m~ ~~~~~~2~~~~~gj~~~~~~m~~~~~o~~~~~~~~~ ~~~~~~~~8~~~~6~~~g~~~.ge8~~~~~g~~.=~~g UJ E-< Z '" :E: :E: o U o o , , , , , , , , , , , , , !3>< !3~ UJ'" .o:H ><'" Q':> E-< H :E: I>: '" '" H H -n , ;:., H <:: o III E o o ... H o .<:: ... ... '" .Q 0. III III '" H tJ '" '" I>: " ~ '" '" '" '" I>: " ~ '" '" ,., .... o :x: E-< ~ 11l '" '" :E: H E-< '" E-< o Z 11l .0: '" UJ ~~::;~ '" '" ~11'l~O l1'l~cnl1'l ~ ~::; ~ '" '" ri::JZI1'l ~cnHri E-< "'''' UJ::> ZUJ '" '" '" '" '" H'" "'.0: "'''' "'''' "'.0: "'.0: I>: ':>U ':>.0: ':>.0: ':>Q ':>Q QQ H "'''' \D \D l'-l'- l'-l'- l'-l'- l'-l'- E-<E-< 00 00 00 00 00 UJ'" " " " " " "'''' l'-l'- 00 ,.,,., ...... <Xl <Xl ::>'" ........ ,.,,., 00 ,.,0 NN O:E: " " " " " "'0 ....H .... LtlLtl <Xl 0\ "'''' I>:U ........ .... ..... .... .... N ,., 0 0 0 0 0 0 0 UJ , '" '" '" '" .... \D N '" '" '" >< '" '" '" ..:l '" '" E-< '" '" '" '" '" '" :I: U !3 :I: U (,J lOl...:l P:<Xl H m<Xl P: (,JE-< >Z ...:l(,J "'m :;!~ (,J (,J ...~ 1M 0.. ~~~' \O~ ~~ I H N _ .........f-,4 _... mO::l 0:: 0:: o I . 0:1 ~ . W 0.. I Z 0 0:1 ~t1.:Ul..t; .~ ~o: ~f-i~o::~Z o..)-t 10:::J! f-t M U~ ~~:lOlffi6~~:i: o..U I ~E-ttJ004-=C Mr- o ...... '" N ...... '" (,J(,J ClE-< <(<( ,"lOl >< ...:l P: (,J H ...:l E-< ",m ".'" ~~ E-<.., Z .. OP: HO E-<E-< UU (,J(,J '"'" mm ZZ H H '" o r- H ~ lOl gJ m (,J(,J ZZ 00 :I::I: '"'" <( '" f>. o E-< m :I: Z U , 0 !3gu :I: 0;<: UO(,J 'Z (,Jo iilg~ HOO <Xl , U N E-< , H ZM'" (,J , '" lOllflO ZHO (,J , 0 ,"00 (,JMO ~~~ HOO lfl P: .,. '" ;<: H 0 OM...:l 0< 1':.-< N r--Uln3'~H['O\H 01"""'4 U .lC( 0 I lC( 0..... Q) Z 0 r-- Z NCUOJJHNt'H .........HUQJt1............"t1. .,. .-< r- O'Oo.o.ClNZCl ......1': EElOl......:I:lOl 0\ cO QJOHO'\OH o.c::JJUlIlolJl:O m E-< Z (,J ::;: Z::;: 00 HU E-<...... ,"m HE-< 55 mm (,J(,J lOlP: QJ ..,.., QJ 0 .-< I': 0. E" 00 U 0 .-< QJ.... " '" " QJ " :. o 0 0'-< .-< .... " :>. " '" ...:lQJ'O P: 0.0 (,J 0. M H" ...:l " .., " 0 ".... '" ::;:.0'0 '" QJ .0 " '" " .-< " " It) 0')..... .,. '0 QJ 01':.0 '" E-< ,"...:l m::> ,zm H(,J P: lOllOl (,J(,J E-<E-< m", (,J...:l ::>'" 0::;: "'0 P:U o m ...... '" >< E-< '" '0 I': '" (,J ...:l P: Cl ~ '" ...:l ::;: '" ~ r- o ...... '" N ...... '" M o '" '" ...:l <Xl E-< H ::;: P: (,J '" > U U o ...:l (,J > (,J ...:l m E-< Z (,J ::;: z::;: 00 HU E-<...... ,"m HE-< P:...:l U::> mm (,J(,J E-<lOlP: i '" E-< 5~5 zm H(,J ~lOl: ~(,J(,J :EE-<E-< m(,J 0(,J...:l 0::>'" 0::;: (,JO P:U ~ E- o H.......... 0 UlLI'O+JU 0....-1 rO........ o;:J' "0 tI) "0 .0 qo !:: tl) t:: lr-l co.....t H ;j ;j .c:: ..... 00 U JJ ...c:: to OM f+.l 'OUHI-f.........l-I ...-1 H (l) ~ 0 ~O'OJJ~ ....... 0.1':><0'0.-< (/) ro Q) tV'n rn .u .c: c: J..+......... QJ '" .r: CJ1 QJ '0 u ...-4 (/)..-4 :> Q) u tl)...-4..... tIl 0 H ~~n3.~oU'8 Q);jQJ~.uOb" 'O.....t.u......... .LJlV rtlO<ll'OJJ H W HU..-IQJ!::'O OH 01 ~JJQJb"tl) HOO:: H o.EUlEQJIr-l 0:: .. e" 0:: lI-l n3 0 0 JJ lr-l l1j ~~~ ~o~..::o.~QJ.o H 0.. H==........QJQJO'U'O t"JUH l"Jl..OUl'O.oQJroro M .wQ 'OlI-lH E-t ~ ~;jUO l-I~ ~~~ ~~~ z~'''''&l-IJJ~~< ~ Q 8 -BtI)~'g';riOl~ o E-tOO.........N 00 l..O f-t~.....c: owe:......... l..O Ul~ ZO N ~HN HU~~~Ol..-l...c::.....mH~ H E-<" "'''lOl'' ..<(.. <((,J.. 01': ......~,,<(.. <( UO ~NO~ ~ZM zO"O'\QJ'O.....~'O.....t..-lZ~ Z ~rlNMrlOMM OHOMHUlOri ~JJQJmo.HOMH o It)Ul ~ 0 t1. Ot1.Z .oQJIr-lCl-I) t1. ot1. ~lC( N N H .....J.Jn3ct1..... H N ~~~~~~~~g~~~~~z~~~O'fr&~~~~~~ uo~~ouo~oouo~uoom~~umo~uo~u HN~~NHN~~NHN~HONue~U~~ HN~H ~~~~~~~~00~~6~~~~~8~~M~~~~~~ O~~~~O~~~~O~~O~~~d~~~~oO~~O oo~ooomoo~o~~ooooooo~m~.~oo.~mNoomooo ~oooo~o~~o~o~~~o~e~u~>N~O~~ <Xl," '"<( r-r- 00 ............ r-r- H H ............ lfllfl o m ...... '" >< E-< .... o lfl (,J ::;: I': o (,J ...:l P: Cl ~ '" ...:l ...:l o :I: E-< P: <( <Xl '" (,J ...:l P: Cl ~ '" ...:l (,J ...:l P: Cl ~ '" ...:l ~ ...:l ...:l," ..,<( 4 ...:l ...:l<( "'lOl r-r- 00 ............ "'''' 00 ............ \0'" r-r- 00 ............ .....,. MO ............ "'''' r- o ...... '" N ...... '" .... o .... o N o '" '" (,J ::;: N (,J ::;: '" '" (,J ::;: E-< H ::;: P: (,J '" > U U o ...:l (,J > (,J ...:l P: '" ;<: o ...:l m E-< Z (,J ::;: z::;: 00 HU E-<...... ,"m HE-< P:...:l U::> mm (,J(,J lOlP: E-< H ~'"~ ,"m::> zm ~H(,J :z: P: ~lOllOl ...:l"'(,J '"E-<E-< m(,J ~~p; 0::;: (,JO P:U ..:l '" E-< 1301 m(,J <(H ><...:l lOl'" (,J ~ E-< ~ ...:l m ~~:;~ '" '" ~~oo ~~CI)~ ~ ~~~oo 00 00000 lOl'" E-< 5~~~~~ NOO 0 C!J~00~0 Z~NNZN H ~""""''''''''''H''''''''' t:Q ~~t:Qo ~~~~~~ H~r-lr-lH~ lJ.lOr-lr-llJ.lo ...:l ...:l ...:l<( ...:l," ..,U ..,<( ~~ ~~ 00 00 .................. .................. ~~ 00 r-lrl MM .................. .................. r-lr-l ~~ HH o m ...... '" >< E-< H H o 0 H \0 ...:l ...:l '" '" (,J ...:l P: Cl ~ '" ...:l (,J Cl <( '" E-< ><: (,J Z o E-< Z o lOl '" ::> ~ E-< Z o U r.l Q...:l 1>:<Il H UJ<Il I>: r.lf-o :>Z ...:lr.l '" UJ ;H~ r.l r.l ~~~~ ~ "'~ ........E-t I .. .. 0'l0::' 0:: 0:: o t 'lIJ 0:: . . r.LI 0.. I Z 0 III ~~:cn~tJ"!3 ~o: gJf-o~l>:i;JZ t:l. >< , I>: ~ f-o r.l U ...:l r.l f-o , Q Z Z Z I>: t:l. g:(j: ~~8~o:~ .,.r- o , '" '" , '" r.lr.l elf-o 0<0< t:l.Q >< ...:l I>: r.l H ...:l f-o r.lUJ "'r.l 8~ f-o,"> Z " 01>: HO f-of-o UU r.lr.l t:l.t:l. UJUJ ~~ '" o r- ri ;': Q gJ UJ r.lr.l ZZ 00 0:0: t:l.t:l. 0< t:l. 0: U g; 0: U r.o. o f-o UJ 0: Z U , 0 g;gu 0:03 Uor.l 'Z r.lo ...:lo:>;: <Ilo:>;: HOO <Il , U '" f-o , ri ZM'" r.l , '" QIOO ZriO r.l . 0 t:l.oo r.lMO Q , , Z\D\D H 0 0 <: o UJ f-o Z r.l Z~ 00 HU f-o' t:l.UJ Hf-o I>:...:l U:> UJUJ r.lr.l QI>: w '-' :- w 0. .-< , '" ~ 8'g~ o ~ ..... ..... 0 uQ)'O.uu Ol'rl m........ '<1' '0 CIl "'d .Q '<1' ~ Ul !:: ~ ttS..--ilo-f~::S ..r: ..... 0 0 tl .u ..c:: f'Ci..... l&-l 'OUlo-flo-l........J...l ..... ~ QJ ~ 0 ):01J.LJ1I-l .--i 0.<:)(0'0.-< tIJ CO QJ Q)'n tlJ .u ..c:: s:: I-f........ r.l WOO '<:01W'O 0:: u ...... en..... > OJ ra u Ul..--i'f"'i Ul 0 lo.l ~ ~gnj.~oU'8 4l::SQJII-lJJotr ::> 'Or-t.u........ .uQ.l o ttlOQJ'O.u lo-I )-I M \o-l U...-t Q.l !:: "'d ><...:l ><01 o,'-'WC'lIl f-o...:l I>: ...:l o,elllew," MO:::oC) O::li-lcoOOulr-lrd ~~'7.~ ~O~~~~Q.l.o ~.-to.. ~=""""Q)QJOlU.o O,">O...:l ,">\DlIl'O.oW,"," ~ .u 0 "d II-l lo-l t:: ::I U 0 )...j 0'1 ~~ ~ ~~;~ ~~&,"'-'~io< ~ ~ ~ ~ -5C1l~~~Ol~ rlOZ~ O~~ ~ M.....s:: OQJC........ ~ MCflH..-t Z M N '<1'):):0l..--i..c::.....0l '<1' I" HM" oc ........~::s N'<1'O::~m lIJ~'<1'~M ~mQJ'O.....~'O.......--i~.-t ~ ~o~go~~ o~a~~o~QJ~~~~~~O~~ .-t ~O.-t~ H NH ......uf'Cif'Ci..... lo-IH NH ~~~O::~~O..~~~~~~~~~~~&~~~~~~ ~oU0oooZO::000~CJoQJ~f'CiUQJO'OCJo~O '<1'NHZNOHHNZN~ZNUE'OUlo-lM ZN~Z ........f-4H........CO I ~........H.........'<1'H........UOctSO m.LJH........'<1'H ocnlIlM ~ MlIJO lIJ'<1'f'CiU.................M f'CilIJ~ lIJ ~~~!3~@gj~!3~~!3~f'Cid~~~~o!3~~!3 ~~8~~~~6~~~g~~~~B3~~~~~g~ ...:l o 0: f-o I>: 0< <Il t:l. r.l ...:l I>: el ~ t:l. ...:l r.l ...:l I>: el ~ t:l. ...:l f-o t:l....:l UJ:> ZUJ Hr.l 1>:. ...:l ...:l $; ...:It:l. ...:lo< '">0< '">Q r-r- r-r- r- t 00 00 0 " " , MM .-<.,. '" 00 MO '" " " , 1010 "'''' '" ri .-< '" 0 0 0 '" '" '" '" '" ...:l ...:l ...:l t:l. t:l. t:l. QQ r.lr.l f-of-o UJr.l r.l...:l :>t:l. a:>;: r.l0 I>:U a UJ , t:l. >< f-o f-o H :>;: I>: r.l t:l. > U U o ...:l r.l :> r.l ...:l I>: r.l 3 o ...:l UJ r.l f-o o Z Q ~ UJ f-o Z r.l :>;: :>;: o U Cl'l'Y Ul'" .l:'UKT 1-li'J~.l:!.1.J.l:!.;:' 321 E 5TH STREET P.O. BOX 1150 PORT ANGELES WA 98362 C E R T I F I CAt E o F OCCUPANCY T E M P 0 R A R Y Issue Date Expiration Date 9/04/07 10/31/07 Parcel Number . Property Address . 06-30-15-3-2-0000-0000- ./18 ~E AHLVERS RD PORT ANGELES WA 98362 Subdivision Name Legal Description Property Zoning NWNWSW EXC E289' & EXC N30' SU RVEY V12 P95 5.09A RS9 RESDNTL SINGLE FAMILY Owner . . . INDEPENDENT BIBLE CHURCH OF PA Contractor Application number Description of work Construction type . Occupancy type Flood Zone Special conditions 09/04/2007 04:59 PM JLIERLY ------ ---I-----f----------- Occupancy on upper floor only. this em CO y be revoked at anytime. Itemun' / d to be completed/ ~ 06-00000891 000 000 COMM NEW CONST VOID UNLESS BUILDING OF Approved ri"'-v-r~~~-':-~::'-~;;";i~.~~-~-~ .....,....Jf'1.....~.....----~'7""~\C"~...............~r~~~~: . BUILDING DIVISION CITY OF PORT ANGELES * * CorrectiQn Notice " Job Located at~ ~ aLl L Vt-Yl S Inspection of your work revealed that the following is not in accordance with the codes governing the work in ;~thiS jurisdiction: r I I I . 7\ Lo<Jb'L -p f o~ Not- Lo-vJ I ( fr5 '.~~ :~t~'-1J f"'-- ~rvrr W~\A{). , '~'-., 'T' :;v "~ ',~ - ~ SeA. \ ~ II ~X'tFr( I rVL ~\(---i/lf1~/ o,u~ ..;t ~Cr\~:j~~ 2l:SI/ n-( ~1't-"21!-iL) .~ These corrections must be made and are not to be covered until reinspection is have been made, please call for inspecti . n. Date DO NOT REMOVE THIS TAG ~I'~..... ... ............~_. ~~~~-.~~~ BUILDING DivISION T~ CITY OF PORT ANGELES * * . ug Job L~cated a~k? r Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: Correction Notice /JJ/;)r~ , , f I I l These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call l{ I '7 - if f / J forinspec.:t~n. I! - ;I ~ ~ Date % J /i ( DO NOT REMOVE THIS TAG I "',... o ...... ... o ...... '" r.lr.l DE-< ..;..; o.Q , , , , ><, ...:I, 1>:' M I .. H'> ...:I H E-< Q f:lgJ gJ ~~ en E-<.., Z .. 01>: HO E-<E-< UU r.lr.l 0.0. en en zz. H H ... ... co H r.lr.l ZZ 00 :X::X: 0.0. ..; 0. :x: U g; :.: U ... o E-< en :x: z U . 0 g;gu :':03: Uor.l 'Z r.lo ...:10::;: 0'l0::;: HOO O'l . U '" E-< . H ZM'" r.l . CO QIJ)O ffi,;,g 0.00 r.lMO Q . . Z\D\D HOO en E-< Z r.l ::;: Z::;: 00 HU E-<...... 0. en . HE-< 1>:...:1 U::> en en r.lr.l QI>: E-< 0....:1 en::> zen Hr.l I>: QQ r.lr.l E-<E-< enr.l [:l~ 0::;: r.l0 I>:U o en ...... 0. >< E-< ~~~ OJ ----- ~\\ -7 ~-&:; ~ () ~ D Z H Q ...:I H ::> O'l D i"i E-< en H >< r.l ...:I I>: r.l H ....:1 0..., CJl Z H::;: 0. r.l ...:I I>: D ~ 0. ...:I >< ...:I I>: r.l H ...:I .., r.l Q...:I 1>:0'l H enO'l I>: r.lE-< ~ffi "'en ~~ r.l r.l .. ~ I t:iI 01 S~~~ :;:~~ H o .,.- .........~I .... 0\ 0::: I 0::: 0: o I . 00 p:: . . t:iI t:l. I Z 0 1Il fJt14:Ct)..~"!3 ~O: ~E-l~o::EJZ o..)-l I p:: ~ E-l t:iI U ~ ME-i I ClZZZo:o.. g:U: ~~8~~~ r.l ...:I I>: D ~ 0. ...:I r.l ><...:1 Z>< ...:101>: 0...:1 0::00 Hll:: ~~~ t;~ ....:100.. MH ..,...:1 0..., en r.l Z ~ ~ ~~~ H~~~ f-4 E-t E-4 Z H ::;: Z Z 0 E-< .~ ~ M~ 00 t:ilrl ~ OMUO ~~ 0 ~~ 0 ~~Zrl ~~~~ Ct)M rl Ct)~ rl Ct)~Orl M~Ct)~ t:iloHrlM~O rlM~OHrlM E-!OZOM ~ ~ 000 t'J om E-t 0 ~ H 0 E-lMN ZN -tN~ N ~Ct)~O\Z~H~O\Z~H~O\Z ~~~O\ ~go::g~Hg~g~Hg~g~8~glIlg~ r.l ...:I I>: D ~ 0. ...:I ~ ...:I ...:I ...:I ...:I Q ~ $ ...:10. ...:10. ...:10. O'lo. ...:10. ~~ ..,..; ..,..; ..,..; 0."; ..,..; ,...,... ,...,... ,...,... ,...,... ,...,... ,...,... ,... ,... 00 00 00 00 00 00 0 0 ............ ............ ............ ............ ............ ............ ...... ...... HH HH ...... 00 coco 00 H ... MO MO 00 HH 00 MM M 0 ............ ............ ............ ............ ............ ............ ...... ...... IJ)\D IJ)\D \D \D ,...,... coco coco co '" '" '" '" M H H H '" 0 0 0 0 0 0 0 0 I>: H D ...:I '" '" H M H I>: U Z '" '" ..; ...:I ...:I ...:I ...:I ... ...:I ...:I O'l O'l O'l O'l O'l ... O'l O'l o ... o U en r.l E-< o Z Q ~ >< '" ;;1 o 0. ::;: r.l E-< en E-< Z r.l ::;: ::;: o U ,..,r- o "- M ,.., "- <Xl .. ~ J si MM <-'E-< <(<( 0..0 M <>: M :I: E-< J ~ o >< M ...:I E-<...:I <>: WO:::oC) ~~~~ ...:IMo.. 0"'0...:1 E-< ~:3 ~ ~~~g it ~ t:: .-l:;JZLn C)~Lt'l r-- McnHr-f Z M N I" H W " 0::: r--~O:::OON~o:::~m ro~~~M ~ ~mOo~o~o~go~~ o~o6~ S~~~~r--~r--~~r--8~~r--~r--~~ NOD Or--O 01 eno O. C)r--OOC)Or--oUC)OOOZO:::OC)Or--C) Zr--NNZN~NHZNOHHNZNr--Z H~"H' '~H'OOI~'H'~H m r--r--mo ooom,., ~ MOOQ m ~~~~~~~~~~~~gj~~~~~ ~~~~~~~62~~~~~~~~g~ o o >< ...:I <>: M H ...:I E-< MW "'''' 8~ E-<.., Z .. 0<>: HO E-<E-< UU MM 0..0.. WW ~~ M 0...:1 ...:10<>: <>: .. <-' ~~~ ...:I 0.. .., .....:I M :>: :>:H:>: 0..E-<0.. Z o H <Xl \0 E-< .-l~N ~u ..<(.. <(M o:rZM zo... M OHOMHC/) o Ii. Oli.Z '" '" H O'IClr--...:lr--O'\...:l IQO..:(OI.,::(Z r--oouot'UO r--:r:NHNt-HO ~w~~6~~~ 53C)O::Z::MZ::r:W o~~~~a~t "'<>:0:>:0"':>:<( !3 1301 WM <(H ><...:1 0'" M ...:I <>: <-' ~ 0.. ...:I ...:I o :I: E-< <>: <( <Il 0.. M ...:I <>: <-' ~ 0.. ...:I ,.., M i': o gJ W MM ZZ 00 "'''' 0..0.. M :>: H E-< W M E-< o Z o ~ ~~:3~ 0.. 0.. o:tlfl::JO lflo:t'CJ)\.O III <( ...:I W \0 ~ ~ W E-< Z M :>: Z:E 00 HU E-<"- o..w HE-< <>:...:1 U~ ww MM 0<>: W E-< Z M :>: Z:>: 00 HU' E-<"- o..w HE-< <>:...:1 U~ WW MM 0<>: E-< H ~o...~ o..w::o Z (J) t H C!lHM ...:1<( :z: <>: ..,U ~OO ...:IMM 0..E-<E-< WM OM...:I 0::00.. 0:>: MO <>:U ..:l 0.. W E-< Z M :>: :>: o U <( 0.. '" o E-< W :I: Z U , 0 !3:;U :I: 0:<; UoM 'Z Mo ...:10:>: <Il0:>: HOO III , U '" E-< , M z,..,,,, M , <Xl OlilO ZMO M , 0 0..00 M,..,o o , , Z\O\O HOO :I: U !3 :I: U M 0...:1 <>:<Il H W<Il <>: ME-< >Z ...:1M ~W ~~ r--'~~W~ 0<-' 0 ::;~ ~ ,.., - ........f-4 I .. .. co 0:: I 0::: 0:::: o I . mo::. . W 0.. I Z 0 <Il 5l",:w.t) "13 <>: 0 , WE-< <( ...:I Z ~~: ~~~~~H ME-<' OZZZ<>:o.. g:tj: ~~8~o:~ a ...:I ~ ...:10.. ..,<( r-r- r- oo 0 "-"- "- ,.., ,.., M 00 ,.., "-"- "- lillil <Xl M M 0 0 '" '" '" ...:I ...:I 0.. 0.. E-< 0.....:1 w::o ZW HM <>: <Xl .,. ...:I ...:10.. ..,<( M M 00 MM E-<E-< WM M...:I ::00.. 0:>: MO <>:U r- o "- M ,.., "- <Xl \0 \0 00 "-"- r-r- MM "-"- MM MM r-r- 00 "-"- 00 ,..,,.., "-"- .,..,. M o M o 0 Ul "- 0.. M >< ...:I E-< 0.. M o Eo< Eo< '" '" M :>: \0 ...:I 0.. , , , ~ 'Q..:I '<>:In , H 'Olin ,<>: '~b ':>Z '..:I~ ~ (J) ~; ~ ~t::fJ' ~ -..:I"""~ 0. r-- ~-r-" ~ o Cl ,\Q :::.~: ~ M , .........f-4 . .. .. CO p:::, p::; 0:: o I . ~ 0:: . . W Oll ZO m ~~:C/)..t;"!i ~O: gjb~<>:r;jZ 0..)-1 I o:~E-tWU..4 ~b' QZZZ<>:o. ~U: ~~8~~~ Nr- o --- H M --- '" ~'" Clb .,;.,; o.Q ><, ..:I <>: '" H ..:I b "'Ol "'''' ~~ b'" Z " 0<>: HO bb UU "'''' 0.0. OlOl ~~ '" .. H H :> H Q gJ Ol "'''' ZZ 00 :X::X: 0.0. .,; 0. :x: U g; :x: U '" o b Ol :x: Z U , 0 g;gu :x:o~ Uo'" 'Z ~o ..:10:>: In 0:>: HOO In , U N b ' H ZM'" '" , '" QIllO ZHO '" , 0 0.00 ~MO Q , , ZIDID HOO Cl ~ Q ..:I H ::> In Cl Z H b Ol H ><: '" Ol b Z '" :>: Z:>: 00 HU b___ o.Ol Hb <>:..:1 U::> OlOl ~'" Q<>: Z o 0 w W ~E-toM H W ..:I Z ..:I 0 0..:1 b ..:I ..:10<>: 0..:1 <>: :X:Z"<>: U..:I UU <>: P::;o~ HP::; ~ E-tO~~ 000:: ~~ ~ ~~~ ~~ ~ ~~O~ ~~ gJgJ ~ ~O~ ~~ ~ ~QM~ g~~ ~~ O~ M ~ ~~ ~Z 0 ~ ~ ~ ~~~ H~S~ ~~E-t~ ~8~ ~~r--8~ b b b Z H ..:I UZ 0 ~~ r-- ffiM 00 ~M ~ 8MtJO W~Q~ Q~rl ~~~~~ <~ 0 Erl 0 Erl rl Z~OON rl(J)HO Wf-!M NN .EN M .. W .. Z .. 0:: .. 0.. .. 0::" Q Ii. .. .. 0 H .. (J)M rl (J)~ rl (J)~Orl W~(J)~ ~O:~OO Z~~ ~~ME-tM WO~rlM<O rlM<OHrlM f-!OZOM 00 OMW 0 00 OM 8 ~ ~ro ~ ~m ~ ~ ~ H ~ li.g ~~~ co ~ r--C/)r--mZr--Hr--~Zr--Hr--mZ r--o:r--m r--ZHr--m~ t"Hr--r--MHr--mH ~~o:g~Hg~g~Hg~g~8~g~g~ g8~g~(J)~g~gg~~g~~a f-!NHNt"HNO:::Nr--0NZNt"E-tE-tNWNt" NE-tWNr--=E-tNHNN'~HNr--HO (J).........<.........~<.........li..........~Z.........H.........~<(J).........O:.........~ .........uu.........~O::(J).........li...................~li..........~li.Z WN 0 Wri 0 Hrl rl HW~ m 0::000 00 <woo 00 0 0:: g~g~~~~g~~~~g~~~g~g~~~~~g~~m5~~~~~g~~g~ W~H~OHWH~OO::WHWOZWWHr--OWr--ZHOOOE-tWCOHOOOO.~HOOOHli. o::omo~<omO~li.omO~H~O~O~~OH~O~=~O~OO~~O~~~ >< ..:I <>: '" H ...:1 0.'" CfJ Z H:>: 0. '" ..:I <>: Cl ~ 0. ..:I ..:I <>: '" H ..:I '" '" ..:I l>: Cl ~ 0. ..:I b 0...:1 Ol::> ZOl H'" <>: it ~t ..:I ..:10. "'.,; In 0. 0."; ..:I ..:10. ...,.,; Q ~~ ..:I ..:10. ...,.,; ..:I ..:10. "'.,; QQ "'''' bb Ol'" "'..:I ::>0. 0:>: ~o <>:u r-r- 00 ------ "'''' 00 --- --- "'''' r-r- 00 ------ 00 MM ------ "'''' r-r- 00 --- --- .... 00 --- --- IDID r-r- 00 ------ 00 HH --- --- r-r- r-r- 00 ------ HH MO --- --- LIlID r-r- 00 --- --- HH MO ------ IllID o Ol --- 0. >: H .,; In M ..:I In H ..:I In H <>: ..:I In Cl U ..:I In Z o H b U '" 0. Ol Z H Ol b Z '" :>: z:>: 00 HU b___ o.Ol Hb <>:..:1 u::> OlOl ~'" !-<Q<>: ~ '" b 6~S ZOl H'" ~Q: ~"'~ :Ebb Ol'" 0~..:I 0::>0. 0:>: "'0 <>:U ~ !-< ~ '" '" ..:I '" ..:I 0 ..:I <>: :x: <>: Cl b Cl ~ <>: ~ .,; 0. In 0. ..:I 0. ..:I b :>: ~~~ .,; Q o E-ico........~ C/)~ Zo ~ E-i" til.. Q .. Uo :t~O...-4 :>...-4~~~O...-4 Q LflC/) ::r: ...,; ~r--\DllJr--~r-- ~OI""""O~O Uor--~oUo HNIJ)O::~H~ ~~~~;:-~;:- o~~t;~o~ tilLfltil:JLfltil\D ::'EoQQo:to o Ol --- 0. >: :>: ~ C ~~ ): ~ ~ ~~ b ><: '" Z o b Z o Q '" ::> Z H b Z o U M O..:l <>:1Il H UllIl <>: ME-< :>Z ..:lM "'Ul ~~ M M ~~lP~M~ COICX;-r' H o ..,.... .........E-i r .. . co P:: I p:: o I . o:l 0::' 0.. I Z 0 0' E-< ~ ""' , (J) ~ u e::: 0 , (J) E-l ~ ~ Z ii:>o: ~~~~~~ ME-<' OZZZ<>:'" g:(j: ~~8~ii:~ N<- o '- <Xl o '- <Xl MM (9E-< ..;..; "'0 >< ..:l <>: M H ..:l E-< MUl :<:M ~~ E-<':l Z 0<>: HO E-<E-< UU MM "'''' UlUl ~~ o N .,. N ;': o gJ Ul MM ZZ 00 :z::z: "'''' ..; '" :z: U g; :z: U <<< o E-< Ul :z: Z U , 0 g;gu :z:o~ UoM 'Z Mo ..:lo:;: 1Il0:;: HOO 1Il , U N E-< , ri ZM'" M , <Xl OlllO ZriO M , 0 "'00 MMO o ' , Z\O\O HOO <>: 'M 1Il '?; (9 Z H o ..:l ::: 1Il (9 ~ E-< Ul H X M Ul E-< Z M :;: Z:;: 00 HU E-<'- "'Ul HE-< <>:..:l U::> UlUl MM 0<>: Z o 0 ~ ~ ~f-loW H ....:I Z H 0 0....:1 E-t ..:l 0 <>: O..:l <>: :z: Z .. <>: U P::O~ HP:: ~ E-tOrl~ W ~~~ ~~ ~ ~~O~ ~ HOo.. WH 0.. o:lH"o.. OZ ':l..:l "'':l..:l "'OM..:l ZH W ~ ~~ ~Z ~ ~ ~ ~~~ H~5~ ~..:lE-<~ ~g E-< E-< E-< Z H ..:l UZ ~~ ~ ~rl CO ffirl ~ 8MtO ~~Q~ Q~ ~~ 0 ~rl 0 ~rl rl Z~WN ri(J)HQ WE-t M" M"Z <>:..", <>:.. 0<<< (J)M rl (J)~ rl (J)~Orl M~(J)~ ~P::OCO Z~ WOHrlM~O rlM~OHrlM f-!O:Z;OM 00 OMM ~ ~ ~o:l ~ ~W ~ ~ ~ H ~ ~~ ~~~ ~(J)~mZ~H~mZ~H~mZ ~p::~m ~ZH~m~ ~gp::g~Hg~g~Hggg~8~g~g~ g8~g~(J)~ E-tNHN~HNP::N~ONZN~E-tE-tNWN~ NE-tWN~~E-t (J).........~.........~~.........~.........~Z.........H.........~~(J).........p::.........~ .........UU.........~p::(J) MN 0 Mrl 0 Hrl rl HM~ m p::oM CO ~W 15~8~~~~2~~~~g~~g5~g~5~~~g~~w5 M~H~OH~H~OP::~H~OZM~H~OW~ZHCOOE-tM P::Oo:lO~~OWo~~ao:lO~Hp::Oo:lo~O::'aHo:lO~=p:: >< ..:l <>: M H '..:l "'':l Ul Z H:;: '" M ..:l <>: (9 ~ '" ..:l ..:l <>: M H ..:l ':l M ..:l <>: (9 ~ '" ..:l E-< "'..:l Ul::> ZUl HM <>: ~ ..:l ..:l'" ':l"; ..:l ..:l'" ':l"; ..:l ..:l'" ':l"; 1Il'" "'<t: 00 MM E-<E-< UlM M..:l ::>'" 0:;: MO <>:U <-<- 00 '-'- riri "10 '-'- lll\O <-<- 00 '-'- riri "10 '-'- lll\O <-<- 00 '-'- .,..,. 00 '-'- \0\0 <-<- 00 '-'- 00 riri '-'- <-<- <- a '- <Xl o '- <Xl o Ul '- '" >< E-< N o ri o N o N o "1 o <>: ~ 1Il H ..:l 1Il H <>: ..:l 1Il (9 U ..:l 1Il "1 ..:l 1Il Ul M E-< o Z o ~ Ul E-< Z M :;: :;: o U \Or- o , o .... , r- WW '-'E-< od;od; "'0 >< ..:l 0>: W H ..:l E-< WCIl o<:W ~~ E-<'":l Z " 00>: HO E-<E-< UU WW "'''' CIlCll ZZ H H :> H o gJ CIl WW ZZ 00 :x::x: "'''' od; '" '" o E-< CIl :x: :x: z U U 10 g; g;;;u :x: :X:03 U Uotzl 'Z W WO O..:l ..:lo~ 0>:00 ooo~ 0'\ H HOC N en CO III I U 0>: N [' tzl f-l f-l I .-t 'l:t :>Z ZMO\ H f1l tzl I co COco ~~ ~~g M tIl tIl 10 "H tIl 0.. 0.. 0 0 ~~ :~o ~~c;> '~l Z ~~~ ~f-l~"~ r--~ 0:: 0:: o . 00 0>: . W '" ZO 00 &1", CIl.t; .~ 0>:0 CIlE-<od; ..:lZ ;;;>< ~;H:gj~..:l ~~ offi~~~g; "'U ~E-<UO"'od; Z O..:l HO>: E-<W UH W..:l "''":l CIl '" Z ~ ~ ~ ~~~ H~~~ E-< E-< E-< Z H ~ Z Z 0 E-< .~ r-- fIlM co Mrl O,..,UO ~~ 0 ~.-t 0 ~rl.-t Z~MN M .. W .. Z .. 0:: .. 0.. .. CJ)M .-t CJ)~ rl cn~O.-t M~CJ)~ MOH.-tM~O .-tM~OHrlM f-!OZOM ~ ~ alII 0 alII f-l 0 ~ H 0 f-ltllN ZN -tN,::( N ['--mr--mzr--H['--mzr--H['--O'IZ r--O:::r--O\ 00 0 1 HO~O 1 HO::>O I OOolCCo 1 tIloO::or-- 0 or-- OCJ)O['--HtIlolIlor-- f-lNHNr--HN Nr--0NZNr--f-lf-lNMNr-- CJ)'~'~~'~'~Z'H'~~CJ),O::,~ MN 0 tIl...-t 0 H..-i .-t HM~ 0\ 0:: ::>N0MZCJ)00MZ~000Z::>::>000Z~ O'O,~O::'O,~ 'Cl'~CJ)O'Cl'~lIl tIl~H~OH~H~O ~H~OZtzl~Hr--OM o::omo~,::(omo~~omO~Ho::omo~o:: >< ..:l 0>: W H '..:l "''":l CIl Z H~ '" W ..:l 0>: '-' ~ '" ..:l ..:l 0>: W H ..:l '":l W ..:l 0>: '-' ~ '" ..:l W ..:l ..:loo>: 0>:0'-' ~.:;~ ..:lo'" '":l ..:l CIl E-< Z W Z~ 00 HU , E-<' "'CIl HE-< O>:..:l U::> CIlCll WW 00>: E-< "'..:l CIl::> ZCIl HW 0>: ..:l ..:l'" '":lod; ..:l ..:l'" '":lod; ..:l ..:l'" '":lod; 00 WW E-<E-< CIlW W..:l ::>'" O~ WO o>:U r-r- 00 " ........ 010 " l/\\O r-r- 00 " ........ 010 " l/\\O r-r- 00 " ".". 00 " \0\0 o CIl , '" >< E-< N o N o N o 0>: H od; 00 01 ..:l 00 H ..:l 00 W ..:l 0>: '-' ~ '" ..:l ~~ ~~ 01 o H 0>: ..:l 00 ~ JrP 1 c: cI) $ ':2 o c ~ Q }! CIl W E-< o Z o ~ CIl E-< Z W ~ o U ~ o ~ 4} ~ (f) ~ l--\ ~ , , , Ol 'O..:l 't>:Pl , H ,oom 't>: 'OlE-< '>Z '..:l0l COcn:~~ ~ ~~~> i 00 oe:(....... H o _ "-E-<' \.0 ~ I ~ 0:: o I . o:l 0:: . W 0.. I Z 0 III ~~:CJ)..t; .~ ~O: ~E-4~o::cjZ 0..>+, o::~E-t~tJ...:1 ~t:: O&i~~~g: o..U I ~E-tUOo.lf'::C rir- riO "- <Xl o "- \D 0l0l t'JE-< ..;..; 0.0 >< ..:l t>: Ol H ..:l E-< Oloo ~Ol ~~ E-<'-' Z .. Ot>: HO E-<E-< UU 0l0l 0.0. 0000 ~~ ri ..,. '" M ~ o gl 00 0l0l ZZ 00 :X::X: 0.0. :x: U !3 :x: U ..; 0. ~ o E-< 00 :x: Z U , 0 !3gu :x: 0;<: UoOl 'Z Olo ..:lo:;: mo:;: HOO m , U N E-< , ri ZM'" Ol , <Xl 0"'0 ZriO Ol , 0 0.00 OlMO o , , Z\D\D HOO 00 E-< Z Ol :;: Z:;: 00 HU E-<"- 0.00 HE-< t>:..:l U~ 0000 0l0l E-<Ot>: ~ '" E-< 15~S ZOO HOl ~o: ~0l0l ZE-<E-< ooOl COl..:l C~o. 0:;: 010 t>:U ~ E-< ~ '" Ol ..:l Ol ..:l O..:l t>: :x: t>: t'J E-< t'J ~ ~ ~ 0. m 0. ..:l o...:l E-< ~ itg~ Cl o f-!CO..........N (I}o::r ZO N E-<" Ol" 0 .. Uo ::ENOr-l =>...-4NWr-lOr-lM o 1.l'l(J) :z: 0 ..,...; N ...:Ir--I.OIIlr--..:Ir--O\Q oe:( 0 1..........0 oe:( 0 10 UOr--~oUOr--O HNl/lO::NHNr--X ~~..,.~;:-~;:-..,.W a~~t;~D~~g tzJU1tIJ::JU"ltIJ\DO..:e ::E:oQClo;:Eol-JO:: mo. 0."; ~ r-r- 00 "-"- r-r- riri "-"- "'''' r- o ~ "- \D o 00 "- 0. >< E-< ri o ri o '" Ol :;: N Ol :;: 00 Ol E-< o Z o ~ 00 E-< Z Ol :;: :;: o U .,.,... .....0 , .,. o , \0 MM t:Jf-< ..:..: o.Q >< ..:l I>: M H ..:l f-< MUl :<:M ~~ f-<..., Z .. 01>: HO f-<f-< UU MM 0.0. UlOO ZZ H H .-< .-< li1 M 2: Q @ Ul MM ZZ 00 :I::I: 0.0. :I: U gi :I: U ..: 0. '" o f-< Ul :I: Z U , 0 gigu :I:O~ UOM 'Z Mo ..:l0:E <Il0:E HOO III , U N f-< , ..... ZM'" M , <Xl Qli10 Z.-<o M , 0 0.00 MMO ~~~ HOO I>: "M III "?; >< ..:l I>: M H ...:l 0...., Ul Z H:E 0. M ..:l I>: t:J ~ 0. ..:l >< ..:l I>: M H ..:l ..., M ..:l I>: t:J ~ 0. ..:l M ..:l ..:lol>: 1>:0t:J ~.:;~ ..:loo. ..., ..:l M ~ ~ ~~~ f-< f-< f-< :E Z Z 'L./l r-- ~rl 00 ~rl o::t:ltl a ::E:r-l 0 ::EM ..-i M .. M .. Z .. cnM r-l (1)<<:, rl CI)'<1'Qrl t:zJOHrlM.c:t:O rlM~OH"""M ~ ,::( cOO e" 000 f-t 0 f-t t:zJ N Z N -< N [""-CJ)t'O\zr--Ht'mzr--Hf'mz ~g~g~Hg~g~Hg~g~8~ f-tNHNr--HN~Nr--0NZNr--f-tf-t CJ),.c:t:''<1'.c:t:'~''<1'Z'H''<1'.c:t:CI) t;zJN 0 t:zJrl 0 Hri rl 500 g~2~~~~g~~~~g~~CJ)g t:zJL./lHL./lOH~HL./lO~~H~OZt:zJ ~olXlo~o::t:OOOO~~OlXlO~H~ Ul f-< Z M :E Z:E 00 HU f-<' o.Ul Hf-:..:l u::> OOUl MM I'll>: f-< o...:l Ul::> ZUl HM I>: ..:l ..:lo. ...,..: M Q..:l I>:IIl H UlIIl I>: Mf-< >z ..:lM ~Ul ~~ M M ~ ~~~M ~ ~.ex: I H o ........f-tl.... I.D a:: t 0:: o I . 00 0:: 0... I Z 0 Q' f-< t:zJ ~ I (I} ..u I>: 0 ' 00 f-<": ..:l Z ~~: ~~~~~H Mf-<,QZZZl>:o. g:(j: ~~8~~~ QQ MM f-<f-< UlM M..:l ::>0. O:E MO I>:U ,...,... 00 " .-< ..... MO " li1\O o Ul , 0. >< f-< N o I>: H ..: III ~ ..:l ..:lo. ...,..: ~ ,...,... 00 " ......-< MO " li1\O ,... o , .,. o , \0 N o N o M ..:l III H ..:l III Z o H f-Z ..:100 <XlCIJ :g~ 00 00 ~~~~oo i .-<~:t: H M , ........f-l I .. .. LO ~ I ~ 0' . '" ~ ~, Z 0 0' E-< ~~IU)"U O::OIUlE-l..:I: HZ ~~: ~~~&i~H ~~: Q~S~~~ o.u, ~E-<UOo.<( Nf- o , .-< M , Ll) 0000 t:lE-< <(<( 0.0 >< ..:I 0: 00 H ..:I E-< ooCIJ :':00 8~ E-<'- Z .. I 00: HO E-<E-< UU 0000 0.0. CIJCIJ ~~ o N Ll) M :> H o gJ CIJ 0000 ZZ 00 :I::I: 0.0.. <( 0.. :I: U !3 :I: U '" o E-< CIJ :I: Z U , 0 !3gu :I: 0:3: UoOO 'Z 000 ..:10:>: .00:>: HOO .0 , U N E-< , .-< ZMm 00 , <Xl 0Ll)0 Z.-<o 00 , 0 0.00 ooMO o , , ZIDID H 0 0 0: -00 .0 -~ ..:I 0: 00 H -..:I 0.'- CIJ Z H:>: 0. 00 ..:I 0: t:l ~ 0. ..:I 00 ..:I 0: t:l ~ 0. ..:I ~ ~ CIJ E-< Z 00 :>: Z:>: 00 HU E-<' o.CIJ HE-< 0:,", U::> CIJCIJ 0000 00: E-< E-< :>: Z Z -U1 r-- W ro W ..:(Lf'l 0 ::E: 0 :E 00 00 tnr<'l r-i en rl (J) WOHMM,c( rlM,c( ::> <( omt:l om f-l W N Z N l"-CIlf'O'\ZHt"'-O'IZ 00 O.H~O'H WoO::or-- or-- f-lNHNr--H Nr--C) (1)..........:x:..........<t;f'..:x:tl4........~z WN 0 W 0 H g.:::2~~~2~~~ WU'lHU'lOHH\J10a::: O::Oa:lOl"')..:x:1II01J~ E-< 0....:1 CIJ::> ZCIJ Hoo 0: W~ ~t ~t 00 0000 E-<E-< ClJoo [g~ 01:>: 000 O:U 01 CIJ , 0.. >< E-< N N o 0 0: H M <( '"' .0 .0 CIJ 00 E-< o Z o ~ CIJ E-< Z 00 :>: :>: o U ~ I ! .-<r-- 0 , N N , "' 0. en "'''' ~ ClE-< <l;<l; ..:l o.Q '" '" E-< en '" Q..:l I>:Ol H enOl I>: "'E-< >Z ..:l'" "'en ~~ '" '" ~~llO~~ N ~ ...-.~~ H ~ ~ -:-..... 111 0:: I 0:: O. . m 0:: ~ I Z 0 Q' E-< ~ Ii4 I (I) ..u I>: 0 , en E-< <l; ..:l Z ~~: ~~~gjtj~ "'E-<' QZZZl>:o. g:t): ~~8~g:~ >< ..:l I>: '" H ..:l E-< "'en :.:'" ~~ E-<'":> Z .. 01>: HO E-<E-< UU "'''' 0.0. en en ~~ N "" ID o , , , , , , , , , .. :e: 'Q :gJ ,en , , , , , , , , , , "'''' ZZ 00 :X::X: 0.0. <l; 0. :x: U f3 :x: U ~ o E-< en :x: Z U , 0 1>:0U ::>0 :x: 0;3: UO'" 'Z "'0 ..:l0:>: olO:>: HOO ol , U N E-< , .-< Z,.,,,, '" , '" Q",O Z.-<O '" , 0 0.00 "',.,0 Q , , ZIDID HOO I>: .", ol .~ en E-< Z '" ~Z~ HOO ;u ~~ HE-:..:l 8~g "'''' 'I'll>: ... H ~o.~ 0. en::> zen ClH'" Z I>: 9 HQQ 0",,,, OlE-<E-< en", O"'..:l 0::>0. 0:>: "'0 UI>:U '" In ... ~ 0. '" en ..:l Z ..:l H <l; Z : ~ o , Cl H , Z E-< , H <l; , Z ...:I 10 H 0 ::> 10 ..:t: 0 en I" f-I ZIr-l M 0\ ...:I M M "M M H oM 0:: OW (I) (I) (I) (I) 0 ...:I ~...:I ~M...:I ~ H ~ H H ... ..:l E-< ..:l E-< ..:l E-< ..:l :x: ..:l I>: ..:l I>: ..:l:>:1>: ..:lol>: Z..:l..1>: Z..:l"1>: H 0:: H 0:: H O::OH 0:: ~ 0:: ~ 0:: ~ O::H~ 0::00 OO::WO OO::WO ~ ~ ~ ~ ~ ~~~ ~ ~ ~ ~ ~ ~ ~~~ H ~~~ ~~~~ ~~~~ M H M H M HNM H m H ~ H ~ H ~ H HO~ O::Hf-I~ O::Hf-I~ "'''' '":> 0. '":> 0. ,":>.-<0. '":> 0. '":>..:l '":>..:l '":>..:l <l; '":> ..:l "''":> ..:l "''":> ..:l Cl Cl Cl;3: E-< ... or:t~ Z Z M ~ ~ l~~~~ ~ ~~~ ~~~ ~ ~ ~ ~ ~ ~ ~~~ ~ ~~~ :~8~ :~8~ 1>:' 0 E-< 0 ZZ <l; E-< <l; E-< OOO~N~~ O\~~ m ~ ~ ~ 00 a ~ rl ~~o Hom ~ oooU~ OooUoo O~~~O NON ~ M ~ ~ MOM 0 111 or:tHll1 M (l)MWM (l)MMll1 Z ~~~~~~O\~~~O\~H~m~HMO\M 0\ 00 0\ ~a~O\~~~s~ ~~~~ ~~~~ 8 HO 0 O~OHO~OHO~OHO~OHOM 0 OM OHO~O::MOHOO\f-IOZOO\f-IOZOO\f-I f-I H ~ f-I ~ ..:t: ~ or:t ~ or:t 0 0 0 f-I ~ ~ f-I ~ H ~ H ~U or:t f-I H N or:t N ~ N ~ N M N Z N or:t 0010::;(1) or:t~..:t: ~or:t ~M Ol"--CI)C"..:t:r--- I r--Qr-- I r--O:::r-- I r--O::r-- I t--(I)["'-O'\ l'Ht'-m r--Qr-- IOZl"--Hf'N r--a::;r--N r--O::r--NP-t 5g~g~g~g5g~g~g~g~g~go::g~Hg;g~ g5g~~Hg~g~~g~g~~g~g~~ ON~N~N~NON~N~N~N~N~NHN~~N~N~~NON~~~NZN~~N~N~~N~N~H ~'~'Q' ,~, '00' '00' '~'~~'~'~Z'~' ZZ'H'~OO'~'~OO'~'~ ~ ~ ~ ~ ~ ~ 0 0 ~ ~ 00 000 00 HO ~ HHO ~ ~~ ~ ~~ ~ H 8~~~8~~~2~~~8~~~2~~~2~~~~8~~~~2~~b~~2~~g~2~~g~2~~~ HM~MHM~MHM~MHM~MH~~~H~OH~H~O~~H~~OO~H~~~~H~~~~H~~~ mo~omoQomoQomoQo~oQo~o~~omo~~o~oQ~~o~oQ~omoQ~o~oQoo o o ..:l ..:l <l; 3 Cl Z H Z :;: E-< '" I>: '" :x: ... I>: o ~ '" o '" Cl <l; 0. E-< '" '" Z o E-< Z o Q '" ::> ~ E-< Z o U ..:l ..:lo. ,":><l; , , , , , ~. ..:l ..:lo. '":><l; ..:l ..:l'" ,":><l; ..:l ..:lo. ,":><l; ..:l ..:lo. ,":><l; ..:l ..:lo. '":><l; ..:l ..:lo. ,":><l; ..:l ..:l'" ,":><l; ..:l ..:l'" '":><l; ..:l ..:lo. '":><l; r--r-- 00 " IDID 00 " ,., ,., 4 r--r-- 00 " r--r-- 00 " ,., ,., r--r-- 00 " r--r-- 00 " ,.,,., r--r-- 00 " 00 ,.,,., " ,.,,., r--r-- 00 " "'"' 00 " """" r--r-- 00 " "'0 OM " "'"' r--r-- 00 " "'0 0'-< " "'"' r--r-- 00 " 00 .-< .-< " "'"' r--r-- 00 " "'"' .-< .-< " "'"' r--r-- 00 " "'"' .-<.-< " "'"' o en , 0. >< E-< .-< o N o .-< o .-< o N o N o .-< o .-< o ,., o .-< o .-< o Q ~ ..:l ol I>: Q ..:l ol I>: :;: ol H I>: ..:l ol H I>: ..:l ol '" ..:l ol '" ..:l ol .-< ..:l ol ,., ..:l ol .-< ..:l ol H ..:l ol ....t- o , t- .... , III "'''' c.?E-< <>:<>: 0..0 >< '" ..:I ..:I 0: 0: '" c.? H > ~ ..:I H "'''' E-< 0 ZZ 0.. UJ WUJ g) 00 ..:I W "'''' :X::X: E-< 8~ UJ 0..0.. 0 ~ Z E-<'" 0 Z .. ~ 00: 0 E-< HO UJ UJ... Z E-<E-< E-< E-< .. '" UJ UU Z Uo :>: E-< "'''' '" 1~r-fNOO Z 0..0.. :>: 0 IIlUJ '" UJUJ <>: Z:>: ...<>: ~ zz 0.. 00 ...:I r--I.O 00 H H HU -to I"""" 0 ~ E-<' UOr--::t: U 0 E-< o..UJ HNl/l~ UJ HE-< ~''''O :x: :x: Z 0:..:1 '" ~ U U , 0 U::> O.:::~ti !3 !3;;U UJUJ "'''' ~l/lPil::> :x: :x:0~ E-<OO: :>:000 U UoW H 'Z ~ '" "'0 0..:1 ..:10:>: ~t o:m mo:>: "- E-< N H HOO 0....:1 0 UJm m , U iSUJ::> 0: N ZUJ 00 "'E-< E-< ,.... H'" N >Z Z ,.."" H 0: ..:I'" '" '00 ~OO 00 ~~ o III 0 UJ Z....O '" '" '" '0 ~ - H I Pil 01 0..00 ~"'''' t-"'~'" "'MO E-<E-< oCl \"OQ Cl ' , UJ'" ~~+ ~ Z"'''' 0"'..:1 HOO 0::>0.. .... -.- 0:>: ........f-t f .. .. "'0 III 0: , 0: 0: O:U O' . m 0: 'W ~ 0..' ZO m 0 , E-< .~ Pil ~ t CI) -U .... 0:0' UJE-<<>: ..:IZ !-< 0 0 ~~: ~~~~tjH H UJ ~ , WE-<' ClZZZo:o.. 0.. III g:(j: ~~8~~~ >< W "- E-< :>: Nr-- 0 ...... lO M ...... lO 0. Ul "'''' ~ '-'E-< <C<C ..:l 0.0 '" '" E-< Ul :x: U ~ :x: U '" O..:l 1>:00 H Uloo I>: "'E-< >Z ..:l'" COUl ~~ '" '" ~~~~ MR ........~l .... U"lll:' Il: P:: o I . j:Q p:: . . M Pol I Z 0 III ~"':Ul.tJ"!3 I>: 0 , Ul E-< <C ..:l Z ~~: ~~~~~~ "'E-<' OZZZl>:o. g:{J: ~~8~~~ >< ..:l I>: '" H ..:l E-< "'Ul ~'" ~~ E-<" Z " 01>: HO E-<E-< UU "'''' 0.0. UlUl ~~ M N r-- M , , , , , , , " ';: o gJ Ul "'''' ZZ 00 :X::X: 0.0. <C 0. '" o E-< Ul :x: Z U , 0 ~gu :x:o~ Uo'" 'Z "'0 ..:l0:E ooo:E HOO 00 , U N E-< , M Z"'''' '" , co OlOO ~,;,g 0.00 "''''0 o , , Z'll'll HOO Ul E-< Z '" ~Z~ HOO U1 ~~ HE-:..:l 8~~ "'''' '01>: E-< H ~o.~ o.Ul:O ZUl ~H'" :I: I>: ~ S~~ lXlE-<E-< Ul'" grgp; O:E "'0 UI>:U 0. In E-< Ul Ul Ul >< 0 ><..:l ><..:l ><"'..:l ><..:l ..:l E-< ..:l E-< ..:l E-< ..:l E-< ..:l :x: ..:l I>: ..:l I>: ..:l:E1>: ..:lol>: Z"I>: Z ~ Il: H P:: H P::OH P:: ~ p:: ~ p:: ~ P::H~ P::O~ O~~ 0 p:: ~ ~ ~ ~ ~~~ ~ ~ ~ ~ ~ ~ ~~~ H ~~~ ~~~ ~ ~ H M H ~ HNM H III H ~ H ~ H ~ H HO~ p::~~ p:: "'0. " 0. " 0. "MOo " 0. "..:l "..:l "..:l <C " ..:l '" ..:l '" '-' '-' '-' ~ E-< E-< ,.:( <t;t' Z Z ~ tl.i ~ ~~~~ ~ ~E=:~ ~~~ ~ ~ ~ ~ ~ ~ ~E=:~ ~ ~~~ ~~~ ~ ~ ~ g ~ g ZZ E-< ~~ ~ OOO~N~U"l ~~~ ~ U"l ~ ~ 00 0 ~ ~ ~~O HOOO ~ OU~ 0 O~~~O NON ~ ~ ~ ~ MOM 0 U"l ~HU"l M mMM ro 1~~~;~~~~a~mMH~m~H~mM m 00 m ~8;m~~;a~ ~~~ ~ HO 0 O~OHO~OHO~OHO~OHOM 0 OM OHo~P::MoHom~Zamb ~ H~f-l'l1',::(o:r.:to:r,c(O C)c f-l'l1'~E-tr-.Hf' ,c( E-t H N ,c( N 3 N ~ N M N Z N ~ N!l:OO ,c( '11'~ 'I1',c( Or--CJ)r--~[' I r--Or-- I r--p::r-- I r--p::r--, r--C/)r--O'I t'Hl"'-m r--er-- IOZt'Ht'N P:::r--N 5g~g~g~g5g~g~g~g~g~gp::g~Hg~g~ gsg~~Hg~g~~~g~~ ONP::NP::N'I1'NON'I1'N~N'I1'N~No:rNHNr--~NP::Nr--C)NON'I1'C)C)NZNr--E-tMNf'E-t ~........~........o........ ........~........ ........00........ ........00........ ........,c(........'I1'M........~........'I1'Z........~........ zz......................'I1'CJ)p::........'I1'C/) ~ ~ W f' ~ ~ 0 0 ~ ~ 00 ~o 00 HO ~ HHO ~ ~ ~ 00 ~o~o~oOOO~OOOO~MOOM~OOOO~Oz rl00Z~rl~OOO~Zrl~rlOO~0rlOO~ Q'~'O,~'Q'~'O,~'Q'~'Q'X~'O,~ 'Q'~O~'Q'~OO,~O ~M~MHM~MHM~MHM~MH~~~~~OH~H~O ~H~~OO~H~~OOH~~OO ~o0omooo~ooo~ooomOQomo~~o~o~~omoo~~omoo~moo~ o o '" o ..:l ..:l ..:l ..:l ..:l ..:l ..:lo. ..:lo. ..:lo.. ..:lo. ..:lo. ..:lo. "<C "<C "<C "<C "<C "<C r--r-- r--r-- r--r-- r--r-- r--r-- r--r-- 00 00 00 00 00 00 ............ ............ ............ ............ ............ ............ 'll'll r--r-- r--r-- 00 lOlO "'0 00 00 00 "'''' 00 OM ............ ............ ............ ............ ............ ............ "'''' '" '" '" '" "'''' "'''' lOlO ..:l ..:l ~ ~ ..:lo. ..:lo. "<C "<C r--r-- r--r-- ~1 r-- r 00 00 0 ............ ............ ...... "'0 00 lO OM MM M ............ ............ ...... lOlO lOlO lO M ,., M M 0 0 0 0 H '" M H I>: ..:l ..:l ..:l ..:l lXl 00 00 lXl o Ul ...... 0.. >< E-< M o M o M o N o M o N o o '" ..:l 00 I>: o ..:l 00 '" ..:l l:Q I>: :;: 00 M ..:l 00 '" ..:l 00 Ul '" E-< o Z o :i! Ul E-< Z '" :E :E o U ;,., ...:I' 1>:' WI" ~:~ f-< '0 [:J[3:gJ ~ ~ : en f-<'">' , Z , 01>:' HO' f-<f-<' UU, r.Hil' "'''', UJUJ' ~~: , , , , , , , , , , W '0...:1 '1>:1ll , H 'UJIll 'I>: ,Wf-< ,>Z '...:IW COcn:~~ ~ I~\; ~ ., 1~ ..........f-! I .. .. U) 0:: I p::: o . m 0:: '" ZO o f-< W ~ en..u 1>:0 UJf-<<( ...:IZ <i:;,. ~:il~&itl...:l Wf-< OZZZI>:'" g;u ~~8~<i:~ ,- r-r- o ..... o ., ..... '" WW Clf-< <(<( "'0 o .. '" o WW ZZ 00 XX "'''' <( '" '" U f3 '" U r.. o f-< UJ '" Z U , 0 f3~U "'o~ UoW 'Z Wo ...:10:>: III 0:>: HOO III , U N f-< , ., ZM'" W , co 0"'0 Z.,O W 10 "'00 WMO o ' , Z\O\O HOO I>: ,W III '13 UJ f-< Z W ~Z~ "'00 Iu ~~ Hf-< 1>:...:1 8~iJl WW 101>: E-< "' ~"'~ o..UJ::> ZUJ ClHW :z: I>: ~ "'00 ::>WW Illf-<f-< UJW OW...:I 0::>'" a:>: WO UI>:U '" III E-< ~ 0.. o o '" o H W W .. tIJ en ~ en en en ~ 0 H H t1JH f-< ...:I f-< ...:I f-< ...:I f-< ...:I X ...:I I>: ...:I I>: ...:1:>:1>: H 0:: H 0:: H O::OH 0:: ~ 0:: ~ 0:: 0 O::H~ ~ ~ ~ ~ ~ ~~~ ~ ~ ~ ~ ~ ~ ~f-!~ H M H M H M HNM H ~ H ~ H ~ H ~ H W'" '"> '" '"> '" ,">.,,,, '"> '" '">...:1 '">...:1 ,">...:1 <( Cl Cl Cl ~ <( .. Z Z ~~~~ ~ ~~~ ~~~ ~ ~ ~ ~ ~ ~ ~~~ ~H ~ ~ 0 H 0 I>: I 0 f-< 0 ZZ ~ro~N~u) ~~~ ~ U) ~ ~ co 0 ~ ~ ~~o HO O~~~O NON ~ ~ ~ ~ ~ 0 M 0 U) ~H Z .. .. .. Ill" .. z.. .. .. .. z.. f-< f-< ON ~HNmMONmMHcom~H~mM en co m coO~mMU He 0 O~OHo~aHO~OHO~OHOM 0 OM OHO~O::M If-! H ~ f-! ~ ~ ~ ~ ~ ~ 0 ~ 0 f-! ~ ~ ~ f-! H N ~ N ~ N ~ N M N Z N ~ NO::;cn Clr--Ulr--,::(r--- I r--Clr-- I r--p::r-- I r--O::[' I t"'-CI)l'CTI l"'-Hf'CTI r--Qr-- IOZ 5g~g~g~gsg~g~g~g~g~go::g~Hg~g~ g5g~~H ONO::NO::N~NON~N~N~N~N~NHNr--,::(NO::Nr--~NON~~~ ~"""""~"""""Cl""""" ..........~.......... ..........en.......... ..........en.......... ..........,::(..........~M..........~..........~Z..........~.......... ZZ ~ ~ ~ r-- ~ r-- a 0 ~ U) co eno co HO CTI HH 2~~~8~~~2~~~8~~~8~~~8~~o::~8~~~~8~~b~ HM,::(MHM,::(MHM,::(MHM~MH~,::(~HU)OHU)HU)OO::U)HU),::(OO ~o~o~OOoroOClomOClomoCloma~~o~o~~o~oO~~ ...:I ...:I'" '"><( ~ ~1 ...:I ...:I'" '"><( ...:I ...:I'" '"><( ...:I ...:I'" '"><( ...:I ...:I'" '">.,; ...:I ...:I'" '"><( ...:I ...:I'" '"><( r-r- 00 .......... \0\0 00 .......... M M r-r- 00 .......... r-r- 00 .......... MM r-r- 00 .......... r-r- 00 .......... M M r-r- 00 .......... 00 M M .......... MM r-r- 00 .......... "'''' 00 .......... .... r-r- 00 .......... "'0 0'-< .......... "'''' r-r- 00 .......... "'0 0.-< .......... "'''' a UJ ..... '" ;,. f-< .-< o M o ., o N o .-< o N o .-< o I>: H <( III ., o o r.. ...:I III I>: o ...:I III '" ...:I III '" ...:I III .-< ...:I III M ...:I III .-< ...:I III W f-< o Z o :il Ul f-< Z W ~ o U Mr- i 0 , '" 0 0 , 1/1 ~ "'''' ~ ClE-< <l;<l; 0.0 i ~ ~ ~ ? >< .:1 0: '" H .:1 E-< "'u) ".'" ~~ E-<.., Z 00: HO E-<E-< UU "'''' 0.0. U)U) ZZ H H '" 0.:1 O:l!l H U)l!l 0: "'E-< >Z .:1", :::U) ~~ '" "' ~~~I O~ 'E-<' 1/10:' O' 0._ o ' "'''', 0:0' <l; - 0.><_ ",E-<' O:H' o.U- r- H .,. H > H o gJ U) "'OJ ZZ 00 :>::>: 0.0. :>: u 0: ::> :>: u <l; 0. '" o E-< U) :>: Z u , 0 O:oU ::>0 :>:0;3: UO'" 'Z ",0 .:10lE: l!l0lE: HOO l!l , U N E-< . H ZM'" "' , CO 01/10 ZHO '" , 0 0.00 "'MO o ' . Z"'''' HOO 0: 0: . tXI 0::: . ~ ZO l!l U).I:; '13 GJE-<;;1o:i;]z o::i!E-<",U.:1 ozzzo:o. ~~8~g;~ U) >< U) >< E-< .:1 E-< .:1 H ~ H 0::: lE: "' lE: "' 0::: H 0::: H "' .:1 "' .:1 MtlI !"') 0.. I-J Cl Cl <l; .,. Z ~~~~ ~ ~~~ ~~~ ~ ~ ~ ~ ~ r-- 0 H 0::: I 0 ~ OOOr--No..~ m~~ m ~ ~ ~ 00 0 Or--~~O NON ~ ~ ~ ~ M I Z .. 'Q' .. tXI.. .. Z" .. .. ON ~HNmMONmMHOOm'Q'H~mM m m HO 0 Or--OHOr--OHOr--OHOr--OHOM OM ~ H 'Q' ~ 'Q' -< ~ ~ ~ ~ 0 ~ 0 < ~ H N < N ~ N ~ N M N Z N C1l""'-CI}r---<r--, r--Or--, r--O:::r--. r--O:::r-- I ('oor--m Hr--m s~~g~g~~5g~g~g~g~g~go:::g~H~g~ ONO:::NO:::N~NON'Q'N~N'Q'N~N'Q'NHNr--~O:::Nr--~ ~,o..'Q' ,~, '(I)' 'CI)' '<''Q'M~''Q'Z ~ ~ ~ r-- ~ r-- 0 0 'Q' ~ 00 CI} 00 H 8~~~g~~~g~~~g~~~g~~~g~~o:::g~5~ HM-<MHM~MHM<MHM<MH'Q'<'Q'H~OHH~OO::: tXI0~OtXIOOOtXIOOOtXIoOOtXIOOOtXIO!",)<tXI0!"')~ U) E-< Z "' ~Z~ HOO ;u E~ HE-< 0:.:1 8~~ "'''' '00: E- H ~o..~ P<U)::> ZU) ~H", :z: 0: 9 HOO p",", l!lE-<E-< U)", 0",.:1 0::>0. OlE: "'0 Uo:u P< l!l E- i P< .:1 .:10. ..,<l; .:1 .:10. ..,<l; r-r- 00 " "'''' 00 " MM r-r- 00 " r-r- 00 " M M o U) , 0. >< E-< H o H o 0: o .:1 l!l o '" .:1 l!l U) E-< H lE: 0: "' 0. U) .:1 E-< O:OH ",olE: H .. 0::: .:1N", "'Ho. .:1 .:10. ..,<l; r-r- 00 " r-r- 00 " M M N o H .:1 l!l .:1 .:10. ..,<l; r-r- 00 " 00 M M " M M H o '" .:1 l!l >< .:1 0: "' H .:1 .., .:1 o :>: E- o: <l; l!l 0. >< .:1 0: "' H .:1 .., "' .:1 0: Cl ;'il 0. .:1 "' .:1 0: Cl ;'il 0. .:1 ~ H M .:1 .:10. ..,<l; '*~t ~~ ~1 o OJ , , 1/1 1/1 r-r- 00 " 1/11/1 00 " .,..,. N o H o H o '" .:1 l!l 0: :;: l!l M .:1 l!l "' E-< o ~ ;'il ~ ~.. ~~ 11 i ~ "''' 0 , 0'1 0 , , lI1 , , , , , "'''' , t'lE-< , ..;..; , 0.0 , , , , , , , , , , , , '" , <>: , 01 , ;!: , E-< , 0 , ::> 0 , 0 >- !3>- 01 ..:l '" >- ..:l 0'1 ..:l 0 ..:l <>: M ?iiiJ <>: ;!: <>: E-< 01 t'l E-< t'l '" H :> , .. enOl ~ <>: ~ '" ..:l H "'''' , '" ";H ..; :>: E-< 0 ZZ , :>: >-..:l 0. In 0. en 01 en ~ 00 , H 0..., ..:l 0. ..:l 0 01 ""'" "'''' , E-< E-< E-< 8~ en 0.0. 0 ~if:3~ :>:>- ~ en Z E-<..., o...:l E-< In 0. 0. ~ 0 Z .. ..; 0. 0. ~ 0<>: ..:l ":t'1J)::>O r""l::JZU1 t'l~ HO en en IJ)q<C/)lt'l M(1)H....... Z E-<E-< E-< , .. H'" en UU Z <>: r---"",P::OON...,.P:;::r:O\ In;!: E-< "'''' 01 ~C1\OO~o~o~go~~ Z 0.0. :>: 01 en en ..; Z:>: S~\O\O~r--7r---~~r-~O:~ :>: ~~ 0. 00 :>: HU NOO 0"0 0 , en 0 "- E-<' ~r--ooc..')ar--oUc..')oc.:oZP:: U 0 E-< 0. en Zf'NNZNo::tNHZNOHH en HE-< 1 H ...,.................H......... ........E-tH..........CO ,"- ;!: ;!: Z <>:..:l In r--r--lIlo oCJlIIlM ;!: U U '0 U::> ~~.::.::~.::.~~~~~~gj !3 !3~U en en "'''' O:C3::::::O:~~6go:~~~6 ;!: ;!:o~ 0<>: U Uo'" 'Z E-< '" "'0 H O..:l ..:l0:>: ~~~ ~ <>:In In 0:>: M H HOO N en In In 'U <>: N zen ..:l ..:l N "'E-< E-< 'M t'lH01 ..:l"; ..:lo. '" :>Z ZM'" :z: <>: ...,U ...,..; ..:l'" '" ,'" H '" ~~ 0",0 ~OO en ZMO '" 01 '" '0 ~ -..:l 010. 0.00 ..:lO101 \0\0 "" ,,'" ~O1 "'0'10 0.E-<E-< 00 00 at!) ~Q ~ ' , en", " " ~ ~(p ~ \0\0 001..:l "" 00 HOO 0::>0. MM 0'10'1 o :;v a:>: " " ......... E-4 ...-.. ,. 010 MM "'''' lI1<>: , <>: <>: <>:U .... .... 0 , 'In <>: '01 ..< 0. , ZO In 0. 0 , E-< '?i "'''- ,en -U M M M <>:0 ,enE-<"; ..:lZ ... a 0 0 0 ..; :~~~~~~ H en 0.>- ~ , "'E-< 'OZZz<>:o. 0. M \0 N <>:H :~~8~c:~ >- ..:l ..:l ..:l o.u 0. E-< 0. 0. 0. , , , , r>l 'Q..:l '~<!l , H 'CIl<!l ,~ 'r>ll-< '>Z '..:lr>l ~ CIl : ~ ~ r>l' r>l ......:J I ~ Ol r--r>l'~r>l ~ ~tlC ~ O,:(:t::j-; H 00 , .........f-tl.... o;r lZ I 0::: 0::: o I . /Jl 0::: . ~ c.. I Z 0 o:l ~~:U)..t;..~ ~O: gJl-<~~r;iZ 0..:>< , ~ ~ I-< r>l U..:l r>ll-<' QZZZ~o, g:(j: ~~8~~~ .-<r-- o "- o 00 "- ..,. r>lr>l ell-< o<l;o<l; o,Q :>< ..:l ~ r>l H ..:l I-< r>lCll ~r>l ~~ I-<':l Z .. O~ HO 1-<1-< UU r>lr>l 0..0.. CIlCll ZZ H H '" o r-- '" ;:: Q [g CIl r>lr>l ZZ 00 "'''' o,p., o<l; 0.. '" U ~ ::> '" U '" o I-< CIl '" Z U , 0 !3gu "'o~ Uor>l 'Z r>lo ..:l0::;: <!l0::;: HOO <!l , U '" I-< , .-< Zoo'" r>l , (Xl Q1I10 Z.-<O r>l , 0 0..00 r>looO Q , , ZIDID HOO E-< H ~Ol~ o,CIl::> ZCIl tllHr>l II: ~ iQQ ..:lr>lr>l 0..1-<1-< CIlr>l Or>l..:l 0::>0.. a::;: r>l0 ~U ..:l a. E-< ~ a. ~ ~Z ~ 0=: C"'-..;roO:::CON r" tJ:J ootIJOI..O Q'" f-t co O~ ~ 5~\.O\.O~r--~ :: NOO or-- ~r--ooC!Jar-- U ~ Zr--NNZN-.r H o::r.................H.......... III r--r--Olo g~SSgS~ o,Q,-<,-<o,Oel~ ~ ~~ CIl I-< Z r>l ::;: Z::;: 00 HU, 1-<"- o,CIl HI-< lJs CIlCll r>lr>l Q~ a CIl "- 0.. :>< I-< o o 00 .-< !3 ~p] CIlr>l o<l;H :><..:l Cl':l r>l ::;: H I-< <!l o<l; ..:l CIl ::;:::;::><::;: o<l;o,..:lo<l; 0.. 0.. '<;f'U')~O LIlo::;flU)Lrl ..:l ..:lo<l; ':lU IDID 00 "-"- r--r-- .-<.-< "-"- .-<.-< .-< .-< ~ ~ "6 r(\ 00 "- ..,. .-< .-< o 0 .-< ID ..:l ..:l 0.. 0.. r>l ..:l ~ el ~ 0.. ..:l ~ ~ CIl r>l I-< o Z Q ~ fi . '\oiir~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ]2\ EAST 5TH STREET. PORT ANGELES. WA 98]62 Application Number Application pin number _ Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 4/18/07 06-00000891 Date 890037 ~ . ~E AHLVERS RD - C ('5 <; 06-30-15-3-2-0000-0000- INDEPENDENT BIBLE CHURCH COMM NEW CONST ,4-tYr-e 5 S C h c('V>.jeJ -to "~E Ah(vers RJ.. IIJ lfo(01 RS9 RESDNTL SINGLE FAMILY 2400000 Owner Contractor INDEPENDENT BIBLE CHURCH OF PA 112 N LINCOLN ST PORT ANGELES WA 983622919 OWNER Other struct info . TOTAL % LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 13.70 1. 00 18225.00 221799.00 12092.00 30317.00 1. 00 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW COMMERICAL ANG. COMM./ VOICE DATA 99275 ANGELES COMMUNICATIONS INC. 95.00 Plan Check Fee 4/18/07 Valuation 10/15/07 .00 o Qty 1. 00 5.00 Unit Charge Per 40.0000 EL-LOW VOLT SYS <=2500 SQFT 11.0000 EL-LOW VOLT SYS >2500 SQFT Extension 40.00 55.00 Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. Other Fees STATE SURCHARGE 4.50 Fee summary , Charged Paid Credited 'Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95.00 95.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Tot'al' 4.50 4.50 .00 .00 Grand Total 99.50 99.50 .00 .00 COMMENTS/ACTION NEEDED ~ ~ 00 ~ ........ ~ (i'.::= ~OO <It ~ ~ ! ~ ~ ~ ! 'lI ~ '" ~ :t. ~ ~ ~ ~ (l ELECfRICAL PERMIT INSPECfIONRECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE . INSPEC110N TYPE DATE COMMENTS NO GENERAL COMMENTS: PW.II02.I~ [4196] M O...:l I>:lIl H UJlIl I>: ME-< >Z ...:lM ;::UJ :il~ M M ~~tP~M ~ L/l :i! ......rl o .- ........8 1 .. .. ~ p::: I 0:: O' 'III 0:: 0., I Z 0 0' E-< Cil ~ I C/} .. () O::OICl)(-l.:I:; ....lZ g;~: ~~~~~....l ME-<' OZZZl>:o. g;u ~H~8~~~ r- ~ rlr- o " L/l o " '" MM OE-< ..;..; 0.0 >- ...:l l>: M H ...:l ...:l E-< MUJ :.<W U:;: H"; E-<..., Z 01>: HO E-<E-< UU MM 0.0. UJUJ ZZ H H '" '" r- rl ~ o ~ UJ MW ZZ 00 "'''' 0.0. ..; 0. '" U I>: :> '" U '" o E-< UJ :x: Z U , 0 !3gu :x:o~ UoM 'Z Mo ...:lo:;: lIlO:;: HOO III , U '" E-< , rl ZMm 01 "Xl 0L/l0 ZriO M 0 0.00 MMo @~~ HOO I>: .01 III .~ UJ E-< Z 01 ~Z~ HOO U1 b~ o.UJ HE-< gels 0000 MOl '01>: E-< H ~o.~ 0.00:> ZOO t!)HM :z: I>: 9 HOO :>WM lIlE-<E-< OOM Ow...:l 0:>0. 0:;: wo UI>:U 0. III ... i 0. en )-l (I) ~ en E-< ...:l E-< ...:l E-< MH P::: H P:: H 0:;: 01 :;: wO:;: Id::et: H 0:: HZO:: ZM H M ....lHM Ho" ~ 0., t")(-lo.. ..; 0 I>: '" 0 o~~~~~ ~~~ ~ ~ ~ ~ Z r-- ~ Z o I H 0 H ....l HOO~N ~ ~H~ mH~ ~H~ (-lOr--~HO N(-lO N~~ ~~~ ..; .. '" .....:l.. ....;.. .. ~.. .. ~ .. ON ~~NmMQNmMo::oom~o::~m SA O~O~050~O~O~O~O~ o f-I 0:: NON ~ N ~ N t1.r--CI)r--Clr-- I r--t1.r-- I r---enr-- I r--cnr-- I oWo or--o or--o or--o ar-- 00H000r--o~or--000r--000r-- ZNO::NZN~NZN~NZN~NZN~ H........O"........H........ ........H........ ........H........ ........H........ Cl~ ~O~ r--Cl~ [""'-Clo oCl~ HO~OHOMo....lOWOHMWMHOW H........O::........H........>........H........>........H........>........H........> ~M~M~M~M~M~M~M~M~~~ lIIo0omoQolIloQomoQomoo o o .. 00 ...:l",... I>:riH M :;: H .. 0:: ...:lwM ...,:;:0. H .... ...:l ...:lo. ...,..; ...:l ...:lo. ...,..; ...:l ...:lo. ...,..; r-r- 00 "" 'O'O 00 "" M M r-r- 00 "" r-r- 00 "" M M r-r- 00 "" r-r- 00 "" M M o UJ " 0. >- E-< ri o '" o ri o o '" ...:l III I>: o ...:l III ri ...:l III ...:l I>: W H ...:l ..., ...:l o :x: .... I>: ..; III 0. 00 W E-< o Z o :i! 00 E-< Z W :;: :;: o U ...:l ...:lo. ...,..; , , , , , , , , ~ H r-r- 00 "" 00 M M "" M M ri o '" o m ...:l III m ...:l III ....r- o --- o M --- M "'''' ~E-< <l:<l: o.lOl >< ..:1 I>: '" H ..:1 ..:1 E-< "'00 :.:'" 8~ E-<.., Z .. 01>: HO. E-<E-<' UU. "''''. 0.0.. 0000' ~~: . . . . . . . . . . . '" 'lOl..:1 .1>:1Il . H 'OOIIl '1>: ''''E-< .:>Z '..:1'" ~ (1) : ~ ~ ",. '" .. ~ I 00 ~ r-- 00 I 00 o~ '~lOl :;-~ ~ M .- ___E-<. MI>:' o 0. lOl "'''' 1>:0 <l: 0.>< "'E-:H o.U M N .,. .... ~ lOl g] 00 "'''' ZZ 00 :or::or: 0.0. :or: U gi :or: U <l: 0. '" o E-< 00 :or: Z U'O gigu :or:O~ UO'" 'Z "'0 ~g~ HOO III . U N E-< . .... ZMOI '" "Xl lOl"'O Z....O '" . 0 0.00 "'MO lOl I I Z"'''' HOO I>: I>: . a:l P:: . ~ ZO III en.tJ "13 OOE-<<l: ..:1Z gj~~f;j{L lOl&1lH~g: ~E-<uoo.<l: 00 E-< Z '" ~z~ HOO U; ~~ HE-< 1>:..:1 8~5l "'''' 'lOll>: !-< H ~o.~ 0. en::> ZOO ~H'" Z I>: H ;3 8fHl eIlE-<E-< en'" 0"'..:1 0::>0. a~ "'0 UI>:U 0. ell !-< ~ 0. o o )-i .. (fl ..:lNE-:....H '" ~ H .. ~ ..:l"'''' "'~o. H E-< ~ ~ (J) (J})-i U) E-< ..:l E-< ..:l E-< WH P::: H P::: H ~~ '" :>: "'~~ lC(P::: H P::: HZP::: ZOO H W ..:JHtIJ HO-. t'J 0.. l-Jf-to.. <l: 0 I>: .,. 0 lOl:>:"'~o.~ ~"':>: o..r'1o..~o.. 0.. 04 Z r-- a:l Z o I H 0 ..:J HOOr"-N Ll'l O\H~ 0\..:J1.I'l E-tOr--""HO Nf-lO Nod::'<1' <l: ...,. ....:l.. .. <l:" .. ~ .. ON ..,...-tNo\MQNCT\MO:::(X)O'\ 50 o~o~osa~o~o~ o E-t 0::: NON ~ N ~r--U)r--Or-- I r--~t- I r--C/}r-- I 0000 or--o or--o or-- CJOHoCJor--aC!Jor--ooor-- ZNP::::NZNo::::I'NZN<<:tNZN'<1' H.........O"..........H........ ........H........ ..........H........ OlD \DQ\D r--Q\D r--Oo ..:JO~OHOtilOHOWOHMW H........p::.........H........:;:.........H..........:>........H.........:> :>r"l~M::JMI':(M:>M..:x:M::JI'"1~ (I::lOC)O(I::lOQOa:loCloI1l0Cl ..:l ..:lo. ..,<l: ~ ~+ ..:l ..:lo. ..,<l: ..:l ..:lo. ..,<l: r-r- 00 ------ "'''' 00 ------ MM r-r- 00 ------ r-r- 00 ------ MM r-r- 00 ------ r-r- 00 ------ MM a en --- 0. >< E-< .... o .... o .... o N o lOl '" ..:l III I>: lOl ..:l OIl .... ..:l OIl 01 ..:l III en '" E-< o Z lOl ~ en E-< Z '" :>: ~ o U '[i ~ CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION 321 EAST STH STREET. PORT ANGELES. WA 98362 \) "'-J Application Number 07-00000256 Date Application pin number 014528 Property Address 118.>!6 E AHLVERS RD ASSESSOR PARCEL NUMBER: 06-30-15-3-2-0000-0000- Application type description ELECTRICAL ONLY Subdivision Name Property Use Property Zoning . . . RS9 RESDNTL SINGLE FAMILY Application valuation 0 3/13/07 Owner Contractor Md~ss: ChA.nj~ -w 1\8 ~ AhhreKs. ~ ! 1/110/07 '" ~ INDEPENDENT BIBLE CHURCH OF PA 112 N LINCOLN ST PORT ANGELES WA 983622919 SCHMITTS SHEET METAL INC. 3341 HIGHWAY 101 E. PORT ANGELES WA 98362 (360) 457-6452 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW COMMERICAL SCHMITT/ T-STATS 10 HPS 97105 SCHMITTS SHEET 134.00 3/13/07 9/09/07 METAL INC. Plan Check Fee Valuation .00 o ~ Qty 1. 00 9.00 Unit Charge Per 35.0000 ECH EL-LVT-FIRST THERMOSTAT 11.0000 ECH EL-LVT-ADD THERMOSTAT Extension 35.00 99.00 "" tA ~ a Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 134.00 134.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 134.00 134.00 .00 .00 ~ , ,.... ~. ~ , COMMENTS/ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENTS . I YES NO lIT( 'H RUUGH-IN I CUYbK ~bK Y ICE ~TJ..l A T ~,?..A "07 I At; J GENERAL COMMENTS: PW.II02.U 14'961 . Nt- o ...... t- O ...... M 0000 elE-< ..:..: a.0 >< ..:I, 0: 00 H ..:I ..:I E-< OlUl :':01 8~ E-<..., Z .. 00: HO E-<E-< UU 0101 a. a. UlUl ~~ :>: U g; :>: U 01 0..:1 o:~ H Ul~ 0: OlE-< >Z ..:101 :>:0 Ul ..:Z 01 01 ~~ ......E-< M<>: o a. o 01'" <>:0 ..: 0.>< OlE-< <>:H a.U .-< M .,. o '" > H o [g Ul 0101 ZZ 00 "'''' a. a. ..: a. '" o E-< Ul :>: Z U , 0 g;gu :>:03: UoOl 'Z 010 ..:10:': ~o:.: HOO ~ , U N E-< , .-< ZM'" 01 , CO OLllO Z.-<O 01 , 0 0.00 OlMO o , , ZIDID HOO <>: <>: . ~ <>: . 01 ZO ~ Ul-tJ '?i gjE-<~<>:t;jZ o::l!E-<OlU..:I OZZZo:a. ~~8~~~ Ul E-< Z 01 ~Z~ HOO it) ~~ HE-< <>:..:1 8~1il 0101 '0<>: E-< H ffia.~ "'Ul::> ZUl t.?HOl :z: <>: ~ HOO ::>0101 1IlE-<E-< UlOl Coo..:l c::>a. 0:': 010 u<>:u '" III E-< ~ '" Ul E-< OlH el:': ":0: ZOl Ha. <( 0: .,. Cl~.:;l":Ep..:E p..Mo..~o., Z r-- a:l Z o I H 0 HCOr""-N Lll 1-4'<1' E-tOr--'Q'~O f-oo ..: ...,. ....:I.. ..:.. ON o:roetNO\QNO'o e30 o~o~5a~ o E-t P:: NO N ~r--C/)r--C1r--Itt.r--1 oMo Or-- Or-- C)OHOtJOr--C)Or-- ZN~NZN'<t'ZN'<1' H.........O"'.........H......... H......... Q\O \DO\D 0\.0 ~o~a..:JoMHoM H.........ll::.........H.........:>H.........:> :::JM..:x:M:::JMoe:(~Moe:( j:QaC:>oj:QoOI1l0Q ..:I <>: 01 H ..:I ..., ..:I ..:10. ...,..: t-t- 00 ............ IDID 00 ............ MM o Ul ...... a. >< E-< .-< o o '" ..:I ~ Ul E-< H :.: <>: 01 a. Ul E-< H el:': Z<>: HOl E-<a. o o "':E a. ~~ ~t t- O -- t-, ""'" ...... M .-< o N o <>: o ..:I ~ .-< ..:I ~ Ul 01 ,... o Z o :i! Ul ,... Z 01 :.: :.: o U Nr-. 0 '- '" 0 '- M 0000 <.:lE-< <(<( 0.0 <.:l Z H E-< 0 0 r.. <( ~ ;J: E-< 0 Z >< ...:l Ul <>: <( 00 Ul ;J: H E-< ...:l H E-< :> <.:l:O: ::> ...:l H 0000 Z<>: III E-< 0 ZZ HOO Ul OOUl gJ 00 E-<o. i5 00 >0:00 ;J:;J: 0 E-< 8:ii Ul 0.0. 0 N<( 0 ~~~~ Z E-<'":l Z rl 0 Z .. 0 .<.:l ~ 0<>: HI.Dr--Z HO Ul f-t'<;J'['H E-<E-< E-< 1'::1:; .. '<;f' f-t Ul UU Z OtO OE-< E-< 0000 00 50 000 Z 0.0. ~Z~ r..>< 00 UlUl <( 0 E-< :0: ~~ 0. "'00 tI.,.r--mp::z :0: UHU O~OO 0 r.. IE-<'- C)OH~H U 0 E-< o.Ul ZN<>: E-< Ul HE-< H.........OlQU ;J: ;J: Z <>:...:l 0'" 0000 U U'O 8U::> HOt?Ho. ~ ~gu UlUl H.........t:LIHrJ) 0000 ::>M<>:<(Z ;J: ;J:O~ 10<>: (I:lOtJUH U UoOO 'Z !-> 00 000 ... O...:l ...:lO:O: ~o.~ ~ <>:1Il III 0:0: to H HOO ..,. UlIIl III 'U Po.Ul::> <>: N ZUl to OOE-< E-< 'rl <.:lHOO rl :>Z ZMO\ il: <>: ...:lOO 00 . to ... 0\ ~~ OLtlO ~ Ul ZrlO 00 00 00 . 0 "'00 !t ....:l 000. 0.00 ::>0000 r-oo ~ OOMO 1IlE-<E-< o <.:lc;e 0 O' . UlOO :;;~~Z Z"'''' COO...:l HCC C::>o. o . 0:0: '-E-< 000 M<>: <>: <>: U<>:U 0 -Ill <>: -00 0. 0. ZO III III 0 E-< ~~ oor.. Ul .U rl <>:0 UlE-<<( !-> 0 0 <( ~~~&HL ... Ul 0.>< ~ '- OOE-< OZZZ<>:o. 0. rl <>:H ~OOO~<(o. >< ...:l o.U E-<UOo.<( Po. E-< III fti ~ r;do"' CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION :l21 EAST 5TH STREET. PORT ANGELES. WA 98362 ~ ~ ........ Az:Ure ~ s 118 chOj'\ ~ e in E A h 'v' e.r> Rd "I t (g 1'07 ~ ~ <;) Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Application type descr{ption Subdivision Name Property Use Property Zoning . . . Application valuation 06-00001320 . '.10 691640 . . O~ E AHLVERS RD 06-30-15-3-2-0000-0000- ELECTRICAL ONLY Date 1/07/07 RS9 RESDNTL SINGLE FAMILY o Owner Contractor INDEPENDENT BIBLE CHURCH OF PA 112 N LINCOLN ST PORT ANGELES WA 983622919 SHAMP ELECTRICAL CONTRACTING PO BOX 383 PORT ANGELES. WA 98362 (360) 452-1689 Permit . . . . . Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL NEW COMMERICAL SHAMP/ SOOA SVC+4-200A FEEDERS 92205 SHAMP ELECTRICAL 522..90 1/07/07 7/06/07 CONTRACTING Plan Check Fee Valuation .00 o Qty 4.00 1. 00 Unit Charge Per 61.3000 ECH EL-COM 101-200 NEW ADD SRV FDR 277.7000 ECH EL-COM 601-800 NEW SRV FEEDER Extension 245.20 277.70 ~~I } 1'\ ~ . Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 522.90 522.90 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 522.90 522.90 .00 .00 ~ t ~ 0.... COMMENTS/ ACTJON NEEDED ELECfRICAL PERMIT INSPECfION .RECORD " CALL 417-4735 FOR ELECTRICAL INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLA WFUL TO COVER, '\ INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPEC110N TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-I102.J514'96] s ~~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DNISION 321 EAST STIi STREET, PORT ANGELES, W A 98362 Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 06-00000891 . . . 890037 .118 ~E AHLVERS RD 06-30-15-3-2-0000-0000- INDEPENDENT BIBLE COMM NEW CONST Date 10/24/06 CHURCH RS9 RESDNTL SINGLE FAMILY 2400000 Owner Contractor INDEPENDENT BIBLE CHURCH OF PA 112 N LINCOLN ST PORT ANGELES WA 983622919 OWNER Other struct info . TOTAL % LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS 13.70 1. 00 18225.00 221799.00. 12092.00 30317.00 1.00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date SANITARY SEWER HOOK UP ALTER TO EXISTING SEWER 85209 40.00 Plan Check Fee 10/24/06 Valuation 4/22/07 .00 2400000 Qty Unit Charge Per 1.00 40.0000 EA SAN SEW REPAIR Extension . 40.00 Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A minimum 2A-I0BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. This project will require seperate permit and fire sprinkler plans for review. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. 08/17/2006 02:35 PM KDUBUC -----------------------------See additional comments with plan review. Other Fees STATE SURCHA?-GE. 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 40.00 40.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 4.50 4.50 .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 constructio.n or the performance of construction. Signature of Contractor or Authorized Agent Date C~9wr. /c9O-'-(/CJC Signature of Owner (if owner is builder). . Date T:\Policies\1102.ISR [1/051 PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL 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 I NO PW UTILITIES (Engineering Division) WATERLINE / METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTfER DRIVEWAY APPROACH BACK-FLOW DEVICE I I I I . . FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED I YES NO CONSTRUCTION R. W./ PW/ CONSTRUCTION - R.W. ENGINEERING 417-4807 PW / ENGINEERING FIRE 417-46S3 FIRE DEPT. PLANNING DEPT. 417-47S0 PLANNING DEPT. BUILDING 417-481S BUILDING - T:\Policies\11 02.1 SR [IIOS] e ~~ CITY OF PORT ANGELES PUBLIC WORKS - UTILITIES DIVISION 321 EAST 5TH STREET, PORT ANGELES, W A 98362 Application Number Application pin number Grand Total 44.50 06-00000891 890037 44.50 . Page Date 2 10/24/06 .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 goveming 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 constructio"n or the performance of construction. Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) " Date T:\Policies\11 02.1 SR [I/OS] PERMIT INSPECTION RECORD CALL 417-4807 FOR UTILITY 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 I INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO PW UTILITIES (Engineering Division) WATERLINE / METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB & GUTIER DRIVEWAY APPROACH BACK-FLOW DEVICE I I I FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO CONSTRUCTION R. W./ PW/ CONSTRUCTION - R. W. ENGINEERING 4 I 7-4807 PW / ENGINEERING FIRE 4\7-4653 FIRE DEPT. PLANNING DEPT. 4\7-4750 PLANNING DEPT. BUILDING 417-48\5 BUILDING c T:\Policies\\ 102.\SR (1105) f~ORT~ ,<O~~ ~~~ '- -=->II' ~ '41;:" ;;iF CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDD\lG DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 06-00000891 Date 10/24/06 890037 -M- f'\d . .~E AHLVERS RD -ft I' ~ E. A hlv~ S K 06-30-15-3-2-0000-0000- INDEPENDENT BIBLE CHURCH COMM NEW CONST Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Tenant nbr, name Application type description Subdivision Name Property Use Property Zoning . . . Application valuation Owner RS9 RESDNTL SINGLE FAMILY 2400000 Contractor INDEPENDENT BIBLE CHURCH OF PA 112 N LINCOLN ST PORT ANGELES WA 983622919 Other struct info . Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date OWNER TOTAL % LOT COVERAGE NUMBER OF STORIES EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE NUMBER OF UNITS BUILDING PERMIT - COMMERCIAL 84756 10745.25 10/24/06 4/22/07 Plan Check Fee Valuation Qty Unit Charge Per BASE FEE 1400.00 3.6500 THOU BL-1M + (3.65 PER K) Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date MECHANICAL PERMIT 85589 320.69 Plan Check Fee 10/24/06 Valuation 4/22/07 Qty Unit Charge Per BASE FEE 11.00 14.7000 ECH ME- INSTALL 100- FAU 8.00 7.2500 ECH ME-VENT FAN 1. 00 10.6500 ECH ME-VENT SYSTEM OTHER 1. 00 10.6500 ECH ME-HOOD/DUCT SYSTEM 2.00 14.8000 ECH ME-INSTALL SUSP. HEATER Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date PLUMBING PERMIT 85597 422.00 10/24/06 4/22/07 Plan Check Fee Valuation Qty Unit Charge Per Addte~s GhCW1[j e.J "'to fl8 10 t ihe ~h1i 'j L'fe. Cen1-er pGr ~~ er- V es~ "/0l9lo7 13.70 1. 00 18225.00 221799.00 12092.00 30317.00 1. 00 V-B f-\-3 CCJy)sfr. A->S~~ 6984.41 2400000 Extension 5635.25 5110.00 .00 o Extension 50.00 161.70 58.00 10.65 10.65 29.60 ~ ",," ~~ ~~ ~ ::3 .00 o Extension Separate Permits are required for electrical work, SEPA, Shoreline, ESA, utilities, private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days, if construction or work is suspended or abandoned for a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. Signature of Contractor or Authorized Agent Date ~~ I(Q4-c..,~{ Signature of Owner (if owner is builder) { Date T:\PoJicies\J I 02_J 5 building permit inspection record05.wpd [1/4/2005] BUll,DING 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 UN LA 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. r INSPECTION TYPE DATE ACCEPTED I COMMENTS I YES I NO ] FOUNDATION: FOOTINGS SHEAR WALLS / WALLS FOUNDA TION DRAINAGE / DOWN SPOUTS PIERS POST HOLES (POLE BLOGS.) PLUMBING UNDER FLOOR / SLAB ROUGH-IN WATER LINE (METER TO BLOG) SHOWER rAN FINAL DATE ACCEPTED BY: MEDICAL GAS LINE AIR SEAL WALLS CEILING FRAMING JOISTS / G/IU)ERS SHEAR W ALL/HOLO DOWNS WALLS / ROOF / CEILING DR YW ALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL / FLOOR / CEILING I MECHANICAL HEAT PUMP / FURNACE / DUCTS GAS LINE WOOD STOVE / PELLET / CHIMNEY FINAL DATE ACCEPTED BY: COMMERCIAL HOOD / DUCTS MANUFACTURED HOMES FOOTING / SLAB BLOCKING & HOLD DOWNS SKIRTING PLANNING [)EPT. SEPARATE PERMIT#'s SEPA: PARKING/LIGHTING ESA: LANDSCAPING SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCymSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT. 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R.W./PW/ CONSTRUCTION - R.W. ENGINEERING 4 J 7-4807 PW / ENGINEERING FIRE 4 I 7-4653 FIRE DEPT. . PLANNING DEPT. 417-4750 PLANNING DEPT. BUILDING 417-4815 BUILDING T:\PoJicies\1 102_15 building penml inspection record05.wpd [1/412005] ~ I .... .. - i ~'~ ...... ~t ~ ..r." (, ... . ,t r"' .' :;...' ',; f. '.' (:" I.' r (,"aRT """ J:-O~~~ ~~~ "-~ ~ ~,,~ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 32! EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number 06-00000891 Date 10/24/06 Application pin number 890037 Qty Unit Charge Per Extension BASE FEE 50.00 48.00 7.0000 ECH PL- EA.FIXTURE ON ONE TRAP 336.00 1. 00 7.0000 ECH PL- EA. INSTALL WATER PIPE 7.00 1. 00 15.0000 ECH PL- EA. BLDG SEWER 15.00 2.00 7.0000 ECH PL- EA.WATER HEATER 14.00 ~. ---------------------------------------------------------------------------~ Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. A minimum 2A-10BC fire exinguisher is required. Extinguishers must be mounted, with the top no more than 5' off the floor. Suggested extinguisher placement is adjacent to an exit. This project will require seperate permit and fire sprinkler plans for review. Call for cover inspection for all sprinkler installations. A full acceptance test will be required for all fire alarm systems. 08/17/2006 02:35 PM KDUBUC. -----------------------------See additional comments with plan review. Other Fees STATE SURCHARGE 4.50 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 11487.85 11487.85 .00 .00 Plan Check Total 6984.41 6984.41 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 18476.76 18476.76 .00 .00 ~,.- '1'''' r' /' ~eparate 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 fdr a period of 180 days after the work as commenced, or if required inspections have not been requested within 180 days from the last i'nspection. 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. If ? Date Cf!~ ItJ,OJ/66 Signature of Owner (if owner is builder) Date Signature of Contractor or Authorized Agent T:\Policies\J 102_15 building permit inspection record05.wpd [1/4/2005] BUll.,DING PERMIT INSPECTION RECORD CALL 417-4815 FOR BUILDING INSPECTIONS. CALL 417-4735 FOR ELECTRICAL INSPECTIONS. CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION: -::r/i 0/ rr:r- ~E;t ~:n...L ~ FOOTINGS ?:, /t../n '7 1,1/ -Sj 10/07 :Jl...L. n.otinS s ,,"L- ..........51 WALLS ,. ,f, J J_ , ~ ~ S' / I~ /0"7 'J ~/...-.. ~o..r , ~ FOUNDATION DRAINAGE 1 DOWN SPOUTS ~J 7%ltJ? I", L1. &) 17 7 '0'7 ReIo a..r :rLL- PIERS POST HOLES (POLE BLOGS.) PLUMBING t>Dmes-f,C w~ surF, <-l!30/6"7 :r LL UNDER FLOOR 1 SLAB ROUGH-IN 5/3//)7 JL.l- WATER LINE (METER TO BLOG) FINAL io/J$ 07 DATE SHOWER PAN J"LL ACCEPTED BY: MEDICAL GAS LINE AIR SEAL :5-Q-07 :rLA..... ~\~Ut\ 5"(31\01 J"l.-l- Lo~ floct- /' WALLS /" .- I I ~ Q CEILING ~ I1RAMING t{-q~ol 3"l-(.. fhr=t; ~l fVa.m n~) urp~f(~rOh> I -::: ! JOISTS 1 GIRDERS / SHEAR WALL/HOLO DOWNS 3ho /07 ,u~ OYjD5/o7 JLL ~3 ~~ - ~ ceo V" WALLS 1 ROOF 1 CEILING fn,.m~ns I oWIVC'f'~r r;f ~ ( I., JLL / DRYW ALL (fNTERIOR BRACED PANEL ONLY) '1.7'1/'7 J L..V , 0(.5]. T-BAR q"J ix', -, :51 , ~~ INSULATION I , ~~\ SLAB .::J:(lsulll..-\,'o~'\ 6/l.f/oL J"u... ~LPc; WALL 1 FLOOR 1 CEILING 5/1510'7 -;.U I MECHANICAL tfeoo i)v~ y/~;a"7 J(.L.; HEAT PUMP / FURNACE (DUCTS) 51,7/07 -:fU - - GAS LINE FINAL \0 U9.J67 DATE TLL C>Q WOOD STOVE 1 PELLET 1 CHIMNEY ACCEPTED BY: COMMERCIAL HOOD 1 DUCTS ~ MANUFACTURED naMES FOOTING 1 SLAB ~ BLOCKING & HOLD DOWNS . SKIRTING -rexnfO~ CaT 0 914/01- loj-?I/ti7 i ~ vf~ floo\'"" 0\'\1 J"LL PLANNING I>EPT. 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 ~ ELECTR.lCAL - LIGHT DEPT. 417-4735 ELECTR.lCAL 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. " J"\ BUILDING 4 I 7-4815 BUILDING 1\0 hq1 en TLL ~-.~ T:IPoliciesll 102_15 building pennit inspection record05.wpd [1/412005] , I s IBe INDEPENDENT BIBLE CHURCH Building Community Through God's Love and Truth September 21, 2006 D. MICHAEL]ONES, D. MIN., Senior Pastor Jim Lierly Building Inspector City of Port Angeles 321 East Fifth Street Port Angeles, W A 98362 RE: Independent Bible Church Building Permit Application First Plancheck dated August 30, 2006 Dear Jim, The attached Building Plans have been amended to address the issues identified in the City's First Plancheck dated August 30, 2006. All changes are annotated on the plans and marked with "clouds" to identify the change. Where a plan detail was not appropriate the action is listed on the annotated copy of the Plancheck that is attached to this letter. Mechanical issues are also addressed by the HV AC contractor, Schmitt's Sheet Metal, Inc. memo dated September 15, 2006. A copy is attached. Please note that an Energy Code Analysis, Fire Sprinkler and Fire Alarm plans have been requested and will be forwarded upon receipt. Thank you for you assistance in completing our plans and the permitting process. Please let me know if your desire additional information. Sincerely, ~ Chuck Brown Administrator, chuck@indbible.org Attachments: Building Plans, Plancheck Response Notes & Kitchen Hood Permit Application. R EC E I V E 0 SEP 2 5 2006 CITY OF PORT ANGELES BUILDING DIVISION Administration Offices & Mailing Address · 112 N. Lincoln St., Port Angeles, WA 98362-2919 · 360/452-3351 Worship Center & Auditorium · 116 E. Ahlvers Rd., Port Angeles, WA 98362-3702 · 360/452-8191 Fax: 360/452-1236 · email: ibc@indbible.org · www.indbible.org INDEPENDENT BIBLE CHURCH PORT ANGELES, WASHINGTON FIRST PLANCHECK - August 30, 2006 t B c... ~ N~~~J. hel6w ~ j../" ~6 All plan review comments shall be addressed on the plans. The City of Port Angeles review does not constitute a complete review or approval of the project. Additional plan review comments may be provided as the corrections are received. Mechanical! WSEC ! VIAQ :f ~ Sch ......1/. $ SJ....J #tJ4J ~ 1. R-7 duct insulation shown on plans, R-8 is required by the WSEC. Per supplement ~ F-1. W~<... of:"j.Je 14-'-t ws';'~ R-7 ~ Cf)W1""~'I'UJ. kIJ.? 2. Provide seismic duct & equipment restraints as required ($ection 301.15 IMC & ~ 1708.5 IBC) I"~J. JuS..,c. 1IfIp~"... W ~J plfl~~ I rJ.,uj> 1~&tJo S".~c,v Sw...J. S 3. All exposed insu(ation to elements shall have aluminum jacketing for protection. Per 1101.3IMC. A/(J INJ,IA/.~\>~ ~U b.. ~/~tW k f1,.. ""'''~4\ 4. Condensate drain lines shall be a minimum of %". Clean outs required by code.And a secondary drain shall be provided per 307.2.2 IMC. /",s~wJI b /al.} J~l. J()7 5. A separate permit application and drawings are required for the commercial exhaust hood and fire suppression system. Make up air is required per IMC and VIAQ. .s epowJ,- fc.n..."~ 1+ p, I l'etJ,,,,M, oi- d ~ f al'"C),J, ~"'k.tJ ",.-#. .JiJ J /..JI.e".. 6. Third Party WSEC Energy Code review required on this project. Please provide energy code compliance forms including lighting, building envelope, and mechanical for this project for review and approval. Note that these forms must be stamped by WSEC reviewer. See-:tI c::r b~ 7. Final plans shall be wet stamped by Engineer. C9W>1I~ . 8. An economizer shall be provided per IMC. / WSEC /' ~ >~ "OJ B?CJIII/l.. Ale ~s Q..~c~ ,~? 1. ~ ~~~e"S. ~rJ.7 Gt"'f.. ,/0 cA 9. Provide an commercial energy code analysis including mech, lighting, ventilation. rJ-lctet:> nt 3nl. p~~ Cht.tJ.YJII ~ b.Jl.uJ cJ~ ~ w:(). it.t.. s.~b1fM,'1/.uJ wI.M. Cj~~. Plumbing .. E.~ ~ ~ -d <9c:f:1-..:Ut!)' f'~1'\ ~'1 /J..HIJI 1. Plumbing diagram shown does not provide details required for a complete tl review. This is required for a foundation permit to be issued. P~f., Sf.t,r,M1~ -tel' ~ f.vr~-f.. t? I~ '\ 1", 1/:""" ~- ,: ~i : ! "~."'~. . t. . .....' 'ifr? -- ' ~i . J :.~ ,J ..1 ~ 'J ~'/ .l Building I ADA 1. ADA details shall be provided for. Ramp / landing / handrail/slope / tactile & signage required by ANSI 117, 1110 IBe / Elevator / parking spaces, including van spaces required. AJ.JcJ. ~ Plfht,} ,.. P~. 2. Occupant load in rooms with 50 or more. Shall require two exits and the door swing shall be in the direction of travel. Provide the required egress width.,AJJ.J. "^ PI WS This is a preliminary review. Any questions or comments please contact Jim Lierly Building Inspector 417-4815 808-0534 Jlierly@cityofpa.us ~; :360 457 088; Sep-15-06 4:39PM; Page 1 i 1 Schmitt's Sheet Metal, Inc. 334' Highway 1111 East POl'l Angel", WA 98362 (36()) 457-6452 fax (160) -I57-o88J September 15, 2006 Tn: John Haggerty Chuck Brown Re: laC School BV \C Plfu1l.:hl'ck COnllllent~ 1) R-7 J.uct insulatil1nh= i!llt.:cordance \l\ith WSEC table 14.4.1his isa COI:1I:1ercia] building and the COmnleli,;ia1 il:~ .Il-awn R vnluc is 7. 2) All cquipmer.t wiJ! ht: ~ :~i~!,'k mounted/restrained, we use integral l'CiSnllC / vibra~ion rllOunts. AU ducrn'ol . wii~ he mounted in accordance with SMACJ"..'t. llandacd!i (which include seismic requilCl:.1\:nt~), 3) No insulation is expo~e<.: to the weathor. 4) Conderls'lte lines Q,Od .:lrainp,los will be in acc()rdan~ with TMC section :to/ 5) Kitchen equipment and !aYLout .T.\I;~t he finali7cd prior to hood design. T} ,Ie ( hood and fm: suppression sy!'\tem is inclu(i~d. Make-up air system i!> no. included due tc; the intennittent kitchen use. OverdlI hUlldjlJ~ out~ide air requirement arcsuffici~lIt to replace e:dJau!it air. 6) Wr: are unablt: t.o provide th~ 3rd party review since we are the design agl;.'m. 7) .Final plWlS shall be set stamped by engineer. 8) Economu.ers pn)\'idcd 0I1.t.lll.i.rUlS except 6 and 1. Both uniL'i are under :54,{IOO 8TUiHr aod 1900CFM. ~) Enerb'Y code analysis is a r.roscripti\'c method, walJ/roofinsulation. window urea ~tc. HVAC design conf:"l"ns il1 ilCatih'ycooling load and ventilation requirements. City of Port Angeles Community Developement (Building Division) 321 E 5th St Port Angeles, Washington 98362 360-417-4815/ Fax 417-4711 Plan analysis based on the 2003 International Building Code Project Number: Project Name: Address: Date: August 28, 2006 Contractor: Occupancy: Construction: Engineer: Report By: JIM LIERLY NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 !l ~ # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- 1 All All sheets to be stamped and signed by a design r_ .b_~ professional registered in this state. -- Sec. ~ 106.3.4.1 2 All PW Include a complete site plan showing all structures, ~LL dimensions and public ways. -- Sec. 106.2 (' ~ ..~ ~r~~" >w(,~Hul dtr ~k "'lk\. 4 Erosion control is required per The City of Port Angeles PublicnWorks Dept. r_ .'ok r~~l~ >('(~IMI-JlcJ '* F.~ PI........ ~ Provide panic hardware on the door{s) indicated. Sec. 1008.1. 9 #~.J. (M. ~) The plans should indicate that a maximum occupant ~ load of is to be posted in this area. -- Sec. 1004. 3 ~O W P~tL ().::-~ L-lit S.s./7 c:b Openings in exterior walls in adjacent stories are required to be separated to prevent fire spread. -- Sec. 704. 9 ;..,~ elL~ rw-c.-h. ~tI~ ~c;.&"'61 iY 3 FND PW 4 FLR 5 FLR 6 FLR 7 FLR The wall and ceiling finish material in this area must comply with Class __ requirements. -- Sec. 803.5 and Table 803.5 ~ ~i&./fL pule; ~ p( CI-H Code review for: proj ect Id.: Address: 8 R&R 9 R&R 10 ATC 11 PLAN 12 FLR 13 FLR 14 FLR 15 FLR 16 FLR 17 FLR 18 FLR 19 FLR ALL ALL ALL FLR PLAN ALL ALL ALL ALL ALL ALL ALL Page # 2 Toilet rooms are required to have a smooth, hard nonabsorbent surface that extends at least 6 inches onto walls. - - Sec. 1210.1 }J~ 0..." ~ Walls within 2 feet of urinals and water closets are required to be covered with a smooth, hard nonabsorbent surface to a height of 4 feet. -- Sec. 12 1 0 . 2 lJokJ.. ~ Pl tJ.,..I Show the location and construction of draftstops in the attic. -- Sec. 717.4. 3 ~Utc. Sfr-wu..e..l - >~S p.}~...J At least 50 percent but not less than one entrance shall comply with accessibility requirements. -- Sec. 1105.1 #~ ~ ~ One drinking fountain is required to have a spout within 36 inches of the floor and up-front hand ,A),J.cJ ~Ptoy operated controls. -- ICC/ANSI A117.1 Sec. 602.4 Accessible toilets area required to have a wheelchair turning space not less than 60 inches in diameter. -- ICC/ANSI A117.1 Sec. 603.2.1 and 304P"#eJ".,PlfJrIIJ The required clear area in front of the water closet is not provided in this toilet room. -- ICC/ANSI Al17.1 Sec. 604.3.1 c,r~~ A)",t;:;. ~ PlOy\. S The required clear area in front of the water closet is not provided in at least one compartment. -- ICC/ANSI Al17.1 Sec. 604.8.1 4J~! /II.{.eJ. ~ PfM) The top of accessible water closet seats shall be 17 in to 19 in above the floor. -- ICC/ANSI Al17.1 Sec. 604.4 p.Jd. 0.... P(~ Grab bars need to be shown on the plans that comply with ICC/ANSI A1l7.1 Sec. 604. 5 .,(I,,~ 0"'\. pt~ Accessible urinals must be a stall type or a wall hung type with the rim at 17 inches high maximum. ICC/ANSI Al17.1 Sec. 605.2 )V.~ ~ P(~ Accessible toilets and sinks shall have a maximum height of 34 inches. -- ICC/ANSI Al17.1 Sec. 606.3 p~ ~ f/~ Code review for: proj ect Id.: Address: 20 FLR DETAIL 21 FLR 22 FLR CLASS 23 FLR 24 FLR Page # 3 Provide at least one mirror with the bottom within 40 inches of the floor. -- ICC/ANSI A117.1 Sec. 603.3 p~ ~ Pl~ Note: Manually operated edge or surface-mounted flush bolts are prohibited. -- Sec. 1008.1.8.4 )J.W ~ P(QytA The doors from this area are required to swing the direction of exit travel. -- Sec. 1008.1.2 ,AI" kJ.. ~ pC ~ All glazing in hazardous locations is required of safety glazing material. -- Sec. 2406.1 & 2406.3 JJ.r;/.eJ. ~ P/~ in to be Floor shall slope to drain, provide a non-absorbant surface and shall have trap primers where floor drains are subject to infrequent use. sec. 1007.0 2003 UPC )/.(.eJ. ~ Pi ~ 5 CJ- ~ Mt {./.ej h 7 I~L City of Port Angeles Community Developement (Building Division) 321 E 5th St Port Angeles, Washington 98362 360-417-4815/ Fax 417-4711 Plan analysis based on the 2003 International Building Code Project Number: 06-891 Project Name: IBC FAMILY LIFE Address ~ E AHLVERS RD ./ 1',2S Occupancy: A-3 Construction: V-B Date: August 24, 2006 CENTER Contractor: IBC Designer: EYESTONE DESIGN Engineer: ZENOVIC & ASSOC. Report By: JIM LIERLY NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 2003 IBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by IHS Global 800-854-7179 SPRINKLER SYSTEM: NFPA 13 sprinkler system throughout the building Sprinkler system used to increase the allowable area and height. -- Sec. 504.2 and 506.3 FRONTAGE INCREASE: Perimeter of the entire building = 440 feet. Perimeter which fronts a public way or accessible open space Minimum width of public way or accessible open space 20 Allowable area increased 0.0% for frontage increase. Sec. 506.2 100 feet. FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Church Worship Area A-3 ok 6962 24000 0.29 ok TOTAL FOR FLOOR 6962 24000 0.29 ok B1 Church Worship Area A-3 ok 11675 24000 0.49 ok TOTAL FOR FLOOR 11675 24000 0.49 ok BUILDING TOTAL 6962 24000 0.29 ok - - Sec. 503, 504, 506 and Table 503 Basement area not included in the total when checking allowable area. -- Sec. 503.1.1 Page # 2 ,~ rrJ... ~ b\ ~\'\'~ C\I " Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD The actual height of this building is 36.0 feet. The maximum height of this building is 60.0 feet. -- Table 503 and Sec. 504.2 PROPERTY DESCRIPTION: North Side has a property line. - Distance to property line = 400.0 East Side has a property line. - Distance to property line = 160.0 South Side has building. - To building = 35.0 ,assumed property line 15.0 Exterior wall rating based on distance to assumed property line. -- Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE West Side has a property line. - Distance to property line = 60.0 EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 OCC BRG WALL O-hr NORTH NON OPNG% BRG UP/PR O-hr NL/NL BRG WALL O-hr EAST NON BRG O-hr OPNG% UP/PR NL/NL BRG WALL O-hr SOUTH NON OPNG% BRG UP/PR O-hr NL/NL BRG WALL O-hr WEST NON BRG O-hr OPNG% UP/PR NL/NL A-3 The exterior walls may be of COMBUSTIBLE material. -- Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. 2. On the interior side only when separation is greater than 5 feet. -- Sec. 704.5 Then maximum percent of area of unprotected opening has been adjusted for an automatic sprinkler system. -- Sec. 704.8.1 up/pr = Maximum percent of openings in the exterior wall. Table 704.8 up - The maximum percent if all openings are unprotected. pr - The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies. -- Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. -- Sec. 715.4 NL No fire protection requirements for openings. NP Openings are not permitted in this wall. ---.......... ~ ~ ~ ~ ~I I ~ I Page # 3 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD Note: Unlimited unprotected openings are allowed in walls not required to fire-resistant. -- Table 704.8, Note: g. These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. -- Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. * FIRE RESISTANCE RATINGS MATERIAL Any Any Any Any Any Any Any FOR BUILDING RATING o hour o hour o hour 1 hour o hour o hour None ELEMENTS -- Table 601 NOTES ELEMENT Structural Frame Interior Bearing wall Interior nonbrg wall Shaft Enclosure Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs Note 1 NOTES: 1. Fire resistance rating for shafts based on Section 707.4 NOTE: See Section 707.2 for shaft enclosure exceptions. SHAFT REQUIREMENTS: Openings other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.7.1 Penetrations other than those necessary for the purpose of the shaft shall not be permitted. -- Sec. 707.8.1 Shafts that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft enclosure; or 2. Terminate in a room having a use related to the purpose of the shaft. The room and openings shall have a fire-resistance rating at least equal to the shaft enclosure; or 3. Be protected by approved fire dampers installed at the lowest floor level within the shaft enclosure. Sec. 707.11 PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES -- Sec. 712 Page # 4 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD WALLS ASSEMBLIES -- Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. -- Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. -- Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Page # 5 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. -- Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. -- Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. -- Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS -- Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. -- Sec. 716.5 1. Fire walls. -- Sec. 716.5.1 2. Fire barriers -- Sec. 716.5.2 See exceptions 3. Shaft enclosures -- Sec. 716.5.3 See exceptions 4. Fire partitions -- Sec. 715.5.4 See exceptions 5. Smoke barriers -- Sec. 715.5.5 (smoke damper) See exceptions 1-- Page # 6 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD DRAFTSTOPPING: Draftstopping is not required in buildings equipped throughout with an automatic sprinkler system in accordance with NFPA 13. -- Sec. 717.3.3 Exception (floor) and Sec. 717.4.3, Exception (attic) Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. -- Sec. 717.4.1.1 OCCUPANCY SEPARATIONS Sec. 302.3.2 and Table 302.3.2 No occupancy separations required. SEPARATION OF INCIDENTAL USE AREAS -- Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input -- Smoke barrier -- Sec. 302.1.1.1 Rooms with any boiler over 15 psi and 10 horsepower -- Smoke barrier -- Sec. 302.1.1.1 Refrigerant machinery rooms -- Smoke barrier -- Sec. 302.1.1.1 Incinerator rooms -- 2 hours and an automatic sprinkler system Storage rooms over 100 square feet -- Smoke barrier -- Sec. 302.1.1.1 Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB OCC MIN MIN EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING ------------------------------------------------------------------------- 1 Church Worship Area AC995 3 149.3 Yes None Out 1 3 12 TOTAL FOR FLOOR 995 3 149.3 Yes None Out 10 7 3 12 B1 Church Worship Area AC1668 4 250.2 Yes None Out 1 3 3 12 TOTAL FOR FLOOR 1668 4 333.6 Yes None Out 10 7 3 3 12 i Page # 7 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD NOTE: Areas with 'AC' before the number of occupants is being treated an accessory use area. This area is only used persons who occupy the main areas of the building. The occupant load of this area is not included in the total occupant load for suites, floors, or the building. FOOTNOTES: 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 3. Number of exits in this area is based on Table 1018.1 7. The minimum number of exits was increased based maintaining the number of exits. -- Sec. 1018.1 10. The number of occupants in the accessory area has been used since it contains the greater number of occupants than the rest of the area. 12. Panic hardware is required when the occupant load is 100 or more. u Sec. 1008.1.9 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. -- Sec. 1003.6 If 'CORRIDOR RATING' N/A There is no corridor in this area. If 'CORRIDOR RATING' = None Walls and ceilings of corridors are not required to be fire-resistive unless they are required to be fire-resistive based construction type. -- Table 1016.1 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision. Page # 8 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD If 'CORRIDOR RATING = 1 hour or 1/2 hr Walls shall be fire-resistive -- Table 1016.1 Walls shall extend to the underside of the floor/roof slab or deck or to the fire-resistance rated floor/ceiling or roof/ceiling assembly above. -- Sec. 708.4 Exception 2: Where the room-side membrane is carried through to the underside of a fire resistance rated floor or roof, the ceiling of the corridor shall be permitted to be protected by the use of ceiling materials as required for a 1-hour rated system or the ceiling shall be constructed as required for the corridor walls. Door openings are required to be protected with 20 minute (1/3 hour) fire assemblies. -- Sec. 715.3.3 & Table 715.3 Doors shall be self-closing or automatic-closing. -- Sec. 715.3.7 Doors shall have an active latch bolt that will secure the door when closed. -- Sec. 715.3.7.1 Window openings are required to be protected with labeled 45 minute (3/4-fire- hour) fire-assemblies. -- Sec. 715.4 & Table 715.4 Exception: Glazing in 0.5-hour walls is permitted to have an 0.33-hour rating. The total area of windows shall not exceed 25 percent of the area of a common wall with any room. -- Sec. 715.4.7.2 Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts or plenums. -- Sec. 1016.4 See Exceptions Fire resistant corridors shall not be interrupted by intervening rooms. -- Sec. 1016.5 Exception: Foyers, lobbies or reception rooms constructed as required for corridors. When more than one exit is required, exit access shall be arranged such that there are no dead ends in corridors more than 20 feet. -- Sec. 1016.3 EXIT SEPARATION In areas where 2 exits are required, the minimum separation is 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.-- Sec. 1014.2.1, Exception 2 Note: In areas with more than 2 exits, at least 2 exits must be 1/3 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways. Additional doorways shall be arranged so that if one becomes blocked, the others will be available. -- Sec. 1014.2.2 Multiple means of egress shall be sized such that the loss of anyone means of egress shall not reduce the available capacity by more than 50 percent. -- Sec. 1005.1 Page # 9 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. -- Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. -- Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. -- Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge- or surface-mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. -- Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in churches are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Page # 10 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD ADDITIONAL DOORS: Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. -- Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. -- Sec. 1008.1.7 ---------, Page # 11 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD STAIR REQUIREMENTS: Stairways: 1. The riser heights shall not be less than 4 inches or greater than 7 inches. The minimum tread depth is 11 inches. -- Sec. 1009.3 The maximum variation is 3/8 inch between the largest and the smallest in a stairway flight. -- Sec. 1009.3 2. The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 50. -- Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrail on each side of stairways. -- Sec. 1009.11 Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.1 Handrails with a circular cross section shall have an outside diameter of at least 1 1/4 inches and not greater than 2 inches or shall provide equivalent graspability. -- Sec. 1009.11.3 Handrail-gripping surfaces shall be continuous without interruption by newel post or other obstructions. -- Sec. 1009.11.4 Handrails shall return to a wall, guard or the walking surface or shall be continuous to the handrail of an adjacent stair flight. Where handrails are not continuous between flights, the handrails shall extend horizontally at least 12 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bottom riser. -- Sec. 1009.11.5 4. Open sides of walking surfaces which are located more than 30 inches above the floor or grade below are required to have a guard. -- Sec. 1012.1 5. The minimum height of guard is 42 inches. -- Sec. 1012.2 6. Open guards shall have balusters or ornamental pattern such that a 4-inches diameter sphere cannot pass through any opening up to a height of 34 inches. From a height of 34 inches above the adjacent walking surface to 42 inches above the walking surface, a sphere 8 inches in diameter shall not pass. -- Sec. 1012.3 Exception 1. The triangular opening formed at the riser, tread and guardr~il may be 6 inches. 7. The minimum headroom clearance is 80 inches (6 ft.- 8 inches.) measured vertically from a line connecting the edge of the nosing. Headroom shall be continuous to the point where the line intersects the landing below. The minimum clearance shall be maintained the full width of the stairway and landing. -- Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by 1-hour fire-resistive construction or the fire-resistance rating of the stairway enclosure, whichever is greater. -- Sec. 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. -- Sec. 1009.6 Page # 12 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD STAIRWAY ENCLOSURES: 1. Stairways are required to be in 1 hour fire resistive exit enclosures. -- Sec. 1019.1 Exception 4: Stairways that are not a required means of egress element only need to comply with shaft enclosure requirements in Section 707.2 See Exception 2 to shaft enclosures in Section 707.2 Exception 7 in Section 707.2, Not required if: 7.1 Does not connect more than two stories. 7.3 Is not concealed. Exception 8: 50 percent of egress stairways serving one adjacent floor are not required to be enclosed, provided at least two means of egress are provided from both floors. Exception 9: Stairways serving on the first and second stories are not required to be enclosed, provided at least two means of egress are provided from both floors served by the unenclosed stairways. Such interconnected stories shall not be open to other stories. 2. The openings into the exit enclosure are required to be 1 hour fire assemblies. -- Table 715.3 Openings into enclosure are limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. -- Sec. 1019.1.1 Doors shall be self-closing or automatic closing. -- Sec. 715.3.7 Page # 13 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD 3. Exit enclosure must discharge directly to the exterior of the building. -- Sec. 1023.1 Exception 1: 50 percent of the number and capacity may exit through areas on the level of discharge provided all of the following are met: 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. 1.2 The level of exit discharge is separated from areas below by construction conforming the fire resistance rating for the enclosure. Exception 2: 50 percent of the number and capacity may exit through a vestibule provided all of the following are met: 2.1 The area of the vestibule is separated from areas below by construction conforming the fire resistance rating for the enclosure. 2.2 The depth from the exterior of the building is not greater than 10 feet and the length is not greater than 30 feet. 2.3 The vestibule is separated from the remainder of the level of exit discharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The v~stibule is used only for means of egress and exits directly to the outside. 4. The walls and soffits within enclosed usable spaces under stairways shall be protected by 1 hour fire resistant construction. Access to the enclosed usable space shall not be directly from within the stair enclosure. -- Sec. 1019.1.5 Sec. 1019.5 5. If a stairway continues below the level of exit discharge, an approved barrier is required at the level. Directional exit signs shall be provided. -- Sec. 1019.1.6 1- Page # 14 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD RAMP REQUIREMENTS: 1. The minimum width is 44 inches. If a ramp serves an occupant load of 50 or less, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width. -- Sec. 1010.5.1 & 1016.2, Exception 2 2. If the ramp is part of the means of egress, the maximum slope is 1:12. All other ramps may have a slope of 1:8 or less. -- Sec. 1010.2 3. The rise for any ramp shall be 30 inches maximum. -- Sec. 1010.4 4. Landings shall be provided at the top, bottom, points of turning and at doors. -- Sec. 1010.6 Landings shall have a length of at least 5 feet in the direction of travel. -- Sec. 1010.6.3 Where changes in direction of travel occur at landings, the landing shall be 60 inches by 60 inches minimum. -- Sec. 1010.6.4 5. The surface shall of slip-resistant materials that are securely attached. -- Sec. 1010.7.1 6. Handrails shall be per stair requirements. -- Sec. 1010.8 A rail shall be mounted below the handrail 17 to 19 inches above the ramp or landing surface. -- Sec. 1010.9.1 7. A curb or barrier shall be provided that prevents the passage of a 4-inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface. -- Sec. 1010.9.2 EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group A is 250 feet. -- Table 1015.1 BUILDING ACCESSIBILITY 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. -- Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. -- Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 -- Sec. 1106.1 4. At least one accessible route shall connect each accessible level. -- Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. -- Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. -- Sec. 1109.5 Page # 15 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD 7. ADA title 3 technical assistance manual (covering public accomodations and commercial facilities) A "professional office of health care provider" is a location where state regulated professionals provides physical or mental health services to the public. The ADA's elevator exemption does not apply to buildings housing the offices of a health care provider. In areas with fixed seating, accessible wheelchair spaces shall be provided in accordance with Table 1108.2.2.1 At least one seat for a companion shall be provided beside each wheelchair space. -- Sec. 1108.2.5 Dispersion of wheelchair space clusters shall be based on the availability of accessible routes to various seating areas including seating at various levels in multi-level facilities. -- Sec. 1108.2.4 Each assembly area where audible communications are integral to the use of the space shall have an assistive listening system. -- Sec. 1108.2.7 Receivers shall be provided for assistive listening systems in accordance with Table 1108.2.7.1. -- Sec. 1108.2.7.1 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. -- Table 1505.1 FIRE ALARM SYSTEM -- Sec. 907 A manual fire alarm system is required. -- Sec. 907.2.1 Exception: Manual alarm boxes are not required if the notification appliances will activate upon sprinkler waterflow. Activation of the fire alarm shall immediately initiate an approved prerecorded message announcement. -- Sec. 907.2.1.1 If the automatic sprinkler system is connected to building fire alarm system, automatic heat detection is not required. -- Sec. 907.2 Page # 16 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD LIGHT AND VENTILATION 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. -- Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. -- Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. -- Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. -- Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated As per the 2003 Washington State Ventilation and Indoor Air Quality code. CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. -- Sec. 1208.2 Page # 17 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD WALL AND CEILING FINISH: 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. -- Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. -- Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. -- Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. -- Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. -- Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. -- Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. -- Sec. 719.2.1 Foam plastic insulations are required to be protected. -- Sec. 2603 Page # 18 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD ADDITIONAL REQUIREMENTS: For A-3 occupancy Floor-B 1 Occupancy-Church Worship Area 1. The main exit shall be of sufficient width to accommodate not less than one half of the occupant load, but shall not be less than the total required width of all means of egress leading to the exit. -- Sec. 1024.2 2. Additional exits shall provide an egress capacity for at least one half of the total occupant load. -- Sec. 1024.3 The capacity of this area is required to be posted at 1668 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign. -- Sec. 1004.3 Floor-1st Occupancy-Church Worship Area 1. The main exit shall be of sufficient width to accommodate not less than one half of the occupant load, but shall not be less than the total required width of all means of egress leading to the exit. -- Sec. 1024.2 2. Additional exits shall provide an egress capacity for at least one half of the total occupant load. -- Sec. 1024.3 The capacity of this area is required to be posted at 995 occupants occupants in a conspicuous place near the main exit or exit access doorway on an approved sign. -- Sec. 1004.3 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from ANSI Al17.1-2003 AND CHAPTER 11 OF THE 2003 INTERNATIONAL BUILDING CODE WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. -- Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. -- Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 602.6 Page # 19 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. -- Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. -- Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. -- Sec. 604.8.1.2 Page # 20 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. -- Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. -- Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. -- Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. -- Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. -- Sec. 603.3 FIXTURE COUNT TABLE: NAME NUMBER RATIO WATER CLOSETS LAVS TUB DRINKING OCC M/F MALE FEMALE M F SHOWER FOUNTAIN --------------------------------------------------------------------- 1st. floor Church Worship Area 995 50/50 4 7 3 3 0 1 Ratio = 1 per 150 75 200 200 1000 - TOTAL FOR FLOOR 0 0 0 0 0 0 Basement floor 1 Church Worship Area 1668 50/50 6 12 5 5 0 2 Ratio = 1 per 150 75 200 200 1000 TOTAL FOR FLOOR 0 0 0 0 0 0 Page # 21 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD BUILDING TOTAL 0 0 0 0 0 International Plumbing Code Section 403 and Table 403.1 o In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets. -- IPC Sec. 419.2 NOTE: The number of fixtures for a floor may not match total number of fixtures per area. The number of fixtures for the building may not match the total for the floors. The number of fixtures for each area and floor are rounded up to the next whole number. Totals are not rounded up until the total is obtained. If the fixtures only serve an area, use number shown for each area. If the fixtures serve an entire floor or building, use number shown for totals. Septic system or sewer connection required PEDESTRIAN WALKWAY: -- Sec. 3104 1. The pedestrian walkway shall be of noncombustible construction. -- Sec. 3104.3 Exception: Combustible construction is permitted when buildings are combustible construction. 2. Walkway shall be separated from the interior of buildings by fire barrier walls with a fire-resistive rating of not less than 2 hours. -- Sec. 3104.5 Exceptions: 1. The distance between buildings is greater than 10 feet and the walkway and both buildings have an automatic sprinkler system per NFPA 13. See exception for glass requirements. 2. The distance between buildings is greater than 10 feet and the sidewalls of the walkway is at least 50% open. 3. Walkway is not required to be separated when buildings are on the same lot are treated as one building per Section 503.1.3. 3. The unobstructed width of pedestrian walkways shall not be less than 36 inches. The total width shall not exceed 30 feet. -- Sec. 3104.8 4. The length of exit access travel shall not exceed 200 feet. -- Sec. 3104.9 Exceptions: 1. If walkway has an automatic sprinkler system, length shall not exceed 250 feet. 2. If both sides are at least 50 percent open, length shall not exceed 300 feet. 3. If walkway has an automatic sprinkler system and both sides are open 50 percent or more, length shall not exceed 400 feet. 5. Smoke and heat venting shall be provided for enclosed walkways. -- Sec. 3104.11 I Page # 22 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD STAGES: -- Sec. 410 1. The minimum type of construction for stages shall be as required for the building. -- Sec. 410.3.1, See exceptions. 2. Galleries, gridirons, catwalks and pinrails shall be constructed of materials consistent with the building type of construction. -- Sec. 410.3.2 Exception: Floors of fly galleries and catwalks may be of any approved material. 3. If the stage height is greater than 50 feet, it shall be separated from the seating area by a proscenium wall by not less than a two- hour fire-resistance rating. -- Sec. 410.3.4 The proscenium opening shall be provided with a curtain or an approved water curtain. The curtain shall be designed to close automatically and shall be designed to prevent a severe fire on stage from showing on the auditorium side for a period of 20 minutes. -- Sec. 410.3.5 4. Emergency ventilation shall be provided for all stage areas greater than 1000 sq. ft. or having a height greater than 50 feet. -- Sec. 410.3.7 Ventilation shall be by one or a combination of the following. a) Roof Vents - Two or more vents shall be located near the center of and above the highest part of the stage. The net free vent area must be at least 5 percent of the stage area. -- Sec. 410.3.7.1 b) Smoke Control - A means shall be provided to maintain smoke level not less than 6 feet above the highest level of assembly seating or above the top of the proscenium opening. It shall be connected to both normal and standby power. -- Sec. 410.3.7.2 5. Dressing rooms, scene docks, property rooms, workshops, storerooms and compartments appurtenant to the stage shall be separated from each other by a fire barriers with not less than a 1 hour fire- resistance rating. -- Sec. 410.5.2 6. If the stage is greater than 50 feet in height or greater than 1000 square feet, it shall be equipped with an automatic fire- extinguishing system. -- Sec. 410.6 Page # 23 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions. Page # 24 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD CRAWLSPACE REQUIREMENTS: 1. Ventilation openings are required and shall be placed so as to provide cross-ventilation of the under-floor space. -- Sec. 1202.3 The minimum area net area of ventilation shall not be less than 1 square foot for each 150 square feet of crawl space area. -- Sec. 1202.3.1 Exception 2: Vent openings may be reduced to 1/1500 where the ground surface is treated with an approved vapor barrier material. Vents may have operable louvers. Exception 3: Vents may be omitted when continuously operated mechanical ventilation is provides 1.0 cfm for each 50 square feet of crawl space and the ground surface is covered with an approved vapor retarder. Exception 4: Ventilation openings are not required when the ground surface is covered with a vapor retarder, the perimeter walls are insulated and the space is conditioned per the IECC. 2. Provide an access opening not less than 18 inches by 24 inches to the crawl space area. -- Sec. 1209.1 Note: Opening may be required to be larger if mechanical equipment is located in the crawl space. -- Sec. 1209.3 3. Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimum clearance to beams and girders is 12 inches. -- Sec. 2304.11.2.1 ATTIC REQUIREMENTS: 1. Provide an access to all attic areas with a clear height over 30 inches. The minimum size is 20 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1209.2 Note: Opening may be required to be larger if mechanical equipment is located in the attic space. See the International Mechanical Code -- Sec. 1209.3 2. Provide cross ventilation in all attic areas. The net free vent area shall not be less than 1 square foot for each 150 square feet of attic area with 50% of the required ventilating area provided by ventilators located in the upper portion of the space at least 3 feet above eave or cornice vents. -- Sec. 1203.2 Exception : The minimum vent area may be 1/300 if a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation and 50 percent of the required vent area is located in the upper portion of the space at least 3 feet above eave or cornice vents. Page # 25 Code review for: Project Id.: IBC FAMILY LIFE CENTER Address: 116 E AHLVERS RD Is the surface sloped toward a floor drain and does the plans show a trap primer PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: Independent Bible Church - Family Life Center Address: 116 East Ahlvers Road Plan # 06-18 I Com [g] Residential 0 I Date: 8.17.06 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. The following also apply: 1) This building will require a fire sprinkler system. Separate fire sprinkler plans are required for review. p~, f~>4.l &rb~ h.~ fr",,- P~~",. W,(l Nt'WrWJ <<f'(I. ('1..(.,',(,. 2) This building will require a fire alarm system. Separate fire alarm plans are required for review. Pi 6<r.S "'~uLcJ J..,,~ ~..J f,...,.s..JJy. /J.'P f,~ "1'.'" ~.,' 6. 3) The kitchen hood and duct system will require a fire suppression system. Separate plans are required for review. ~( C)yI.J StA.'w.t tkJ Itt.~ ""'- ~r 1.e.>Ht.-t" 4) A KNOX locking keybox will be required for this building. Please contact the Fire Department for an order form and also for assistance with the location of the keybox. ~I\J~ ~ yY\a'/"t;U - ~}C.. b.,x }J a.<r dr~. . 5) Fire extinguishers will be required. Optimum placement is adjacent to exits. W & #..~ w.-{h f:.n.t.rY/.4,.r4/!. P(WM..J t. o,f..&-AJ ~ e I ,uh-.).n (~ . 6) All exterior exit doors will require panic hardware. Nd--cJ ~ PIC)y\! NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: \Q1J ~ 0 o Building Department Copy YQ Contractor/ Owner Copy D Fire Department Copy Date: ~.I~.OCo 5u~~ttJ t7 ~ (fk- PORT ANGELES FIRE DEPARTMENT PLAN REVIEW Project Name: Independent Bible Church - Family Life Center Address: 116 East Ahlvers Road Plan # 06-18 I Com ~ Residential D I Date: 8.17.06 We have checked this plan and find that it conforms to the requirements of our codes and ordinances. The following also apply: 1) This building will require a fire sprinkler system. Separate fire sprinkler plans are required for reVIew. 2) This building will require a fire alarm system. Separate fire alarm plans are required for reVIew. 3) The kitchen hood and duct system will require a fire suppression system. Separate plans are required for review. 4) A KNOX locking keybox will be required for this building. Please contact the Fire Department for an order form and also for assistance with the location of the keybox. 5) Fire extinguishers will be required. Optimum placement is adjacent to exits. 6) All exterior exit doors will require panic hardware. NOTE: Prior to the issuance of a Certificate of Occupancy, compliance with the above conditions must be met. Reviewed by: ~ -,,-().Q ~ Building Department Copy D Contractor/ Owner Copy D Fire Department Copy Date: e,.\~ .O~ BIBLE CHURCH D. MICHAEL JONES, D. MIN. Senior Pastor Administration Offices & Mailing Address 112 N. LINCOLN STREET PORT ANGELES, WA 98362-2919 360/452-3351 ......... Worship Center & Auditorium 116 E. AHLVERS ROAD PORT ANGELES. WA 98362-3702 360/452-8191 FAX 360/452-1236 email: ibc@indbible.org www.indbible.org August 14, 2006 Planning Department City of Port Angeles 321 East Fifth Street Port Angeles, W A 98362 RE: Independent Bible Church Building Permit Application for IBC's Family Life Center as described in CUP-02-08 Dear Scott, The attached Building Permit Application is submitted for review and approval. The plans submitted differ from those submitted in CUP 02-08 in that the building is substantially smaller. This redesign complies with all conditions listed under CUP 02-08. I am requesting an early initial permit limited to the foundation and drainage as depicted in the site plan and building design plans so that I can progress towards stabilizing the building site prior to the fall rainy season. Construction beyond the foundation and drainage will not begin until IBC is issued an approved building permit. Thank you for your consideration of this request. I look forward to working with you as we move forward with our development. Please let me know if your desire additional information. Sincerely, ~ Chuck Brown Administrator, chuck@indbible.org Attachments: Building Permit application. and plans (3 sets) Building Community Through God's Love and Truth . h-1 BUILDING PERMIT - APPLICATION # Fill out COMPLETELY and in INK. Your application and site plan MUST COMPLETE to be accepted for review. If you have any questions, call PERMITS (360) 417-4815 FAX(360)417-4711 Applicant or Agent: r:''''",,"JLfS vYnJlU Owner: 11/1 tApQ;n d e...nJ g ,-hi e Ow. ",.cj, Address: II:L 1.1. Lined", st City:_PI9Y-f. ~~) ArchitectlEngineer: l::.'te..l~lJe ~\7n Contractor f:>y -t9 (,.}/Jf:. R... State License #: Address: ~ City: PROJECT ADDRESS: t r::... 4-k1Vti'"J R..c1. LEGAL DESCRlPTI01fiot: Block: . Ph~;e:" "16d>"~L,'fi-'::"rJJr Phone: 3(;.0 -'-t ~ fl... - :3 '1 > I Zip: q g 36 2 Phone: L,S7, ~c.,IO Exp: Phone: Zip: ZONING: Rs-q Subdivision: CLALLAM COUNTY PARCEL NUMBER: (j~ '}Ot S - 32. 0000 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-family 0 Addition 0 Move 0 Garage iJ.-"'Commercial 0 Remodel. 0 Demolition 0 Deck o Repair 0 Sign 0 Other BRIEF DESCRIPTION OF THE PROJECT: 1 B c. F4m IL ( Lt FI:. lL...+r~ )11 t.IlJ~ t"t>>>H-\!. t:\.'^,1 c1as~~~r1-1 S I COMMERCIALIRESIDENTIAL: Occupancy Group: No. of Stories:.L Lot Size: 2..21 7? Cf Existing Sq. Ft.l ~ l..:t~ . Total lot coverage 13. 7 % City:_ VIC #- Exp. Date: _ SIZEN ALUATION: SF. @ $ /SF. = $ SF.@$ /SF.=$ SF. @ $ /SF. = $ TOTAL VALUATION $ 2. '-toJ. tWO CF.:N7ER.... iu ,.., rJ.ucl.~ <l' Ft"J/~'LJd..,'" 1-l",U , ,. Occupant Load: Construction Type: & Proposed Sq. Ft. I ~ 09:1... = TOTAL Sq. Ft. 3() 1'7 APPROVALS: PLAN: BLDG: DPWU: FIRE: OTHER:_ PLANNING USE ONLY: ESAlWetland(s): 0 Yes 0 No SEPA Checklist required? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITTAL: The Building Division can provide you with information on the application and plan submittal requirements if you have questions. VALUATION OF CONSTRUCTION: In all cases, a valuation amount must be entered by the applicant. This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417-4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the building permit application and construction plans are submitted. All other permitfees are dueatthetime .of permit issuance.. EXPIRATION OF PLAN REVIEW: Ifno permit is issued within 180 days of the date of application, the application will expire. The Building Official can extend the time for action by the applicant up to 180 days upon written"request by the applicant (see Section Rl 05.3.2 of the International Building/Residential Code, 2003). No application can be extended more than once. I hereby certify that I have read and examined this application and know the same to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required ,not the City's, and that I must obtain such permits prior to work. T:\RVESS\BLDG-forms-brochures\2003-Buildingpermit.wpd Applicant: C.f) ~A) Date: If ;lLf/(){ Ie (. !M.."n. 'J .J...Jrw e ku-c.../t: 7$'fe;!II/4"l / t/l-{, 'i/2.6/D" ~dcJG; ~11fNC i2-rr, eV c~ H CML ENGINEERING LAND SURVEYING EJ N' (OJ WI: €: & ASSOCIATES 301 East 6th Street, Suite 1 Pon Angeles,Washington 98362 (360) 417-0501 Fax (360) 417-0514 E-mail: zenovic@olympus.net INCORPORATED August9,2006 fiLE City of Port Angeles P.O. Box 1150 Port Angeles, W A 98362 //3 SUBJECT: Independent Bible Church - Multi-Purpose Building - y-6 East Ahlvers Road, Port Angeles Washington To Whom It May Concern: This office performed an inspection of the footing drain installed for the new multi- purpose building noted above. This footing drain was installed prior to beginning foundation work due to the fact that groundwater was encountered at the bottom of the footing excavation and the need to protect the subgrade by draining the water away from the bearing plane of the footings. Based on the inspection, the footing drain is properly installed with a minimum of a 1: 1 slope to the edge of the footing. The 4" diameter pvc perforated pipe is sloped at a minimum of one percent and is connected to an existing curtain drain to the north of the proposed building. Once a new catch basin is installed at the northwest corner of the building the footing drain will be connected to this structure. The footing drain is backfilled with pea gravel with filter fabric at the top to protect the drain from being plugged by silt. Please call me if you have any further questions on this matter. :j1iA If Tracy GUdgel~ j{ fc:JN 04140 ." [R1 [E (c; lE ~ \W [E ~ l AUG 1 0 2006 J CITY OF PORT ANGELES Dept. of Community Development ~:... 1:" ~ c 'J\ I__~~ - - - - j) 'I-'t ~"" \ ',..' - i'- I -/t'4~ \-:: '\ \ \. \ '\ \ .;1 " ;::> L \: \\{ !~ \ \ ~----( f'/'I u.. to \J ~ ~ 'j=( I ~I ~l -I -Nt I f' I I":N (:if" 1-1 -~! -l"l I --j ,--- - e~1 -1 . " ~ ...... t \ ~ -~\ ~ /j {OJ jV1 I i'Vi I-~ !j] 1- I') .If!) ! lfE l 1M I I I J /\ 1\ I " I~ \ r \- I '\ ,~ '\ \ \ \ \ " '-~', ~~? \ >",-= 0 "-'0 ;1 i l ......... L ........ \ 'U ,{8____ OIIJIPS/Jnf ("apo U/ UaqM' , SUa JO 'J 8UIP/In ale 2UlluaAaJ JapUlliJJaq SiJJueuIPJo 8 IUJoJ!Un _ a /eAOJddv pies u/ d WGJI J I Uo pa/J PUe Sa (J)Wf N le/JIJjo' SJOJJiJ JO 0 'elep J/eJ 8UliJQ S::J lJe JO uOI1:ns) "7 .,,,.,,, ~'!""'" "'.""", :" "', ,,:',..., .:"". e> rim d'."" lj'...., '"'''''b''''"''' !",,'" r ~!.smo1l.4s ql UOdn PiJ;:qU I/eqs ele/; JiJlJeiJJiJ~1 sue/d uo... lJwJ"" iJlllo PU WOJI I .., - S vu Si"' e Su ' 373~ ,~do iJ:>ue olle:> Nt! .L~ nssl iJII Od :10 'I.l , -tL/O ~ '- ~ .0 " I'DV' -( 11'~ J I - -~ / i i I~ I / /' ::t - ~~ - i i I // I //1 / I I '''- 1'\ /~ \ ~-~ i r ~-'>i 1:: c 3 ~_?_\, _ .0 '{'iu -0;:--.\ --t --~\ ""- ~ - Z -N 1- '- ~ --:S -; 0 N1<J .~r\ ~L /" ..9.i:.J -:..,0 '<!..~;. \~ cJ cj Z _ N (0 cf ~ ~ ~ m ,'<t ui III: ... !Xl I'- Q) ~ Q) ...- Qj ~~;1;9 0 ...I n:r '<t!Xl c: -Ia1~g~ tL~'<tS 0 :; s~ a. Z ::e ~:;:- -Q)Q) ..... ~Qj'" -... U U) o ..:5 - .... D:: .... w w :IE ~ ~ .1 d (..,... ~ 0 0 ~ -- ;-... - i '- ~ \ V cQ -- c c ('t q.; \'r ~ cL 1- .>. (- N ~ ~ , '~ ~ ~ " -~ -- d ~ (" - (V) .::r / I I I I -:~f:'J ! -f I 1 f . , ,{ I I f ! .r-- i - I -AI ; i i ., l / j I. /, , ! rv - "'!it -:e ~ ..J N ~ - -r--\ :ih ;:. .{l -1 :J 0= ~ OJ ~ ~ r u z <0 -, o <0 - ~~ ... ",<l: ~ ffi~ ~ ~~ ~ ~ ~.....~ gJ-~ a.m:::: Q) ';f 0 Qj.:J -....:=::lOl Cl* ...., lU ~ CO c -'I !Xl ~a5 ~~ ft ~~O 0::1 .... ~ .-.. CO a.:g lUg'" -- Z :!: '" ':":' 1ii * <C ~'jjj~" ,.... (J U)~ """' .c c _ -.0 0:: ;: OJ W ui * 0" ~ NQl IlI!I:: '<I' :g <C ~ rrl. l.iJ ~ J u L.t!. ~ -..2' l 11- u ~ - ('fl L.. '0 \,0 V ~ ::-- .. (.) z. - CD -, o CD 0> No. CO<( MCI) CO:,:: - OlEr C) ~~ :z _=It -- ;:::: J!:3 mr.-co..... Ol-l< IIlll:: "o:t 0 OJ lIS&': JJ ~ ~ ~-g :::;) l'IS NCO t::; .DJl!)_ Om a....... ~ :': ~ ~ .E r.- OM --I< l'IS CO- Ol "":!'iM= ~-c .... - Ol U5 ~ <C U oCt:: -0 o :;:1:0 .-/< = W-c .... 0 Ol W ~~ :E .~ <C ...J (X' t; '( . -fV) ~ ~ ~ , ~ ~ s =~ f ~s ./ 7~ 1~ I )- - I 5 -~i I j : ~. ~ i f i , ! ) ~cI._ l _ 1= Jj,JM :_~ I tl_ . "3)- - ~ -r-\ ~ ~ _. oJ '< ~ \'( ~S l(.] I..C. .:r (... 2 - J-+- ~ - -q) ,f\ ~ 1: o s:- qj ...s (.) ......- 51 N1~ .>-... ~ ! <J ~ - I.~(J \lP~N D IV\.l"\ JO~ C!)'-II 'i 0 1/ j t-t I 0' Cf . " B!.SL. tl.. G\\~ DA.^r.\JA-b~ . ~ASlu A- ~gV\.1.I.-C.:lN t, .J-. Af'.2..~f\ iD EAS'i (' SOk't8. - 0 e ~t {, ~FbP.. AGO \ L A:'\i(\U\J br So '^ ,\-1,. of Bl!\..tL-pt:"-\ Gt - r~LLW)E P-lA..\J oer--: rpOM FTg;LO's +-. P..tL.U4:L, A'!<--\:.A BASJ.~ B ,/" c! -- t0€LJ PAf<.lU\J &t A-P--.\Z-A rv;r Ij AS! D A A R.-?/!. ';'11\ t{\yYv\ 1'<..,\ '7/2- "7 ~/~ Sf ROAO LJl\. '( ) S>IOfL.JALl(S BtArl-OIN (, ROO F Lftww 1- L..A N.o'SLAPt~ (,.. fl-Ai FIELO/ bP'iw prC\JH.. A.p~€A ~~{~.D/ slogScdfE DITeJ-{ \(),\,AL=- 'i/S7'5" 'Sf @ ;;5~ .... J. . I ( '171- ""31606 1-3, 'tBB I <j;;" -::; '!: c.r S \~ 'S\'" Sf ~ i:- .:, f t ~ D Ii f:l \!}..j lJ Il t...fr ~ S' &. \2. C \-\ ~ 0ASr:~ (3 AR ~A ~ \!\Y'\fV\A-fZ ~ ~o \' A L ~ PAv~~ G ~. ~OIE..t.JALK~ '-AINu I LA%,Sc..APrN Gr P'--A-'( F1eLD _ 1-2., ~.3 ~.t=- b~) '"Jf:>-b Sf" 't-ll 11 0 D ~i= !b~ ~1'1a 1--/111/0' c..R. \4. It.-It.. 1 "3 1-, ~ p. PORT ANGELES DRAINAGE DESIGN PROJECT: INDEPENDENT BIBLE CHURCH LOCATION: AHLVERS RD PARCEL NO: 06-30-15-320000 ZENOVlC & ASSOCIATES 301 E. 6TH ST. SUITE #1 PORT ANGELES, WA 98362 DATE: 817/2006 JOB NO. 04140 AUTHOR: SRH Mean Recurrence Interval = Rainfall Duration (T) = Design City = 1= m= n= 1.207 Inches/Hour = m/(T^n) 7.370 0.532 BEFORE DEVELOPMENT ACRE RUNOFF COEFF.* 1EE.....t,.....':.$J...'. ' 0-2% 2 > '.' r=OASsT 2-10% 3 . ,-' >'0'. " TOTALS Q=C*I*A 0.000 0.419 0.000 0.419 CFS * = INCREASED 10% FOR 25 YEAR STORM .90 MAX. AFTER DEVELOPMENT '~; ~] 2,. ~,..c.:, 3 . ~Vi=.:MENi,"~ :_~~'"' 2-10% AREA SQ. FT. 11972 <f'1-26~ 4129f 31~~ ..,1. RUNOFF ACRE COEFF.* "A" "C" Q=C*'*A 0.2748 T).IIi() 0.299 0.0947 '0. SlO1 0.103 0.0948 0.'90 0.103 0.7302 '" 0.'f71 0.150 0.9078 .'28 0.301 TOTALS 91575 2.1023 * = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) 0.955 CFS INCREASE IN SITE RUNOFF = ALLOWABLE INCREASE = % 0.537 CFS 0.000 CFS REQUIRED ON SITE RETENTION/DISPOSAL = REQUIRED VOLUME FOR 30 MIN. STORM = 0.537 CFS 966.2 CU. FT. CONTROLLED RUNOFF AREA 1 ROOF 2 SIDEWALK 3 PAVEMENT 4 LAWN AND LANDSCAPING 5 PLA YFIELD % AREA CONTROL 0.2748 'tOO.OO'K. 0.0947 3O.00'K.1 0.0948 too. OM(, I 0.7302. 100l'otW., 0.9078 '. R.O. CONTROLLED FACTOR RUNOFF 0.90 0.2985 CFS 0.90 0.0309 CFS 0.90 0.1030 CFS 0.17 0.1498 CFS 0.28 0.2711 CFS 0.8533 CFS MINIMUM CONTROLLED R.O. = REQ'D DETENTION/DISPOSAL = 0.8533 CFS<-OK DETENTION TRENCHlPIPE TRENCH DIMENSIONS WI[)TH = e:"~- < ~ "~I FT. DEPTH = ", :,' /) IN. ROCK VOID RATIO = ',4$'."'.' .,. 7' OFT PIPE DIMENSIONS PIPE DIAMETER = I. " ';JB] IN. = PIPE # 1 AREA IL.F. = 7.069 SQ. FT. PIPE #2 AREA IL.F. = 0.000 SQ. FT. 3FT ROCK VOID AREA IL.F. = TOTAL VOID PER L.F. = 0.00 SQ. FT. 7.1 SQ. FT.. 136.7 FT. USE f " "'0 1FT. ESTIMATED TRENCH I PIPE LENGTH = 25yrdrainage Page 1 of 2 Intensity ORIFICE #1 2 YEAR STORM ORIFICE #2 25 YR STORM Head FLOWRATE (01) = ORIFICE #1 DIAMETER = H2 (TOTAL HEIGHT ABOVE ORIFICE #1) = FLOWRATE (0 out 2yr orifice) = FLOWRATE (0 out 25yr orifice) = H25(HEIGHT ABOVE ORIFICE #2) ORIFICE #2 DIAMETER = 1.669 0.1655 CFS 2.191 IN. ->USE (- - -'2.f311N. ORIFICE 2.824 FT. 0.2027 CFS 0.1138 CFS 1.1550 1.991 IN. ->USE [ =: 2.00IIN. ORIFICE 25yrdralnage Page 2 of 2 Intensity -/ PORT ANGELES DRAINAGE DESIGN I ZENOVIC & ASSOCIATES PROJECT: IDE PENDENT BIBLE CHURCH 301 E. 6TH ST.. STE. 1 LOCATION: AHL VERS ROAD PORT ANGELES, WA 98362 PARCEL NO: 06-30-15-320000 DATE: 7/14/2006 JOB NO. 04140 AUTHOR: CRH Mean Recurrence Interval = 2 Years Rainfall Duration {T} = 30 Minutes Design City = PORT ANGELES 1= 0.711 IncheslHour = m/(T^n} m= 4.310 n= 0.530 BEFORE DEVELOPMENT RUNOFF AREA ACRE COEFF.* SQ.FT. nA" "cn Q=C*I*A 1 SECOND GROWTH FOREST 146379 3.3604 0.15 0.358 2 0 0 0.0000 0.00 0.000 3 0 0 0.0000 0.00 0.000 TOTALS 146379 3.3604 0.358 CFS * = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) AFTER DEVELOPMENT RUNOFF AREA ACRE COEFF.* SQ.FT. "An "C" Q=C*'*A 1 PAVING AND SIDEWALK 22423 0.5148 0.90 0.329 2 LAWNILANDSCAPING 52556 1.2065 0.17 0.146 3 PLAY FIELD 71400 1.6391 0.25 0.291 4 0 0 0.0000 0.00 0.000 5 0 0 0.0000 0.00 0.000 6 0 0 0.0000 0.00 0.000 TOTALS 146379 3.3604 0.766 CFS * = INCREASED 10% FOR 25 YEAR STORM (.90 MAX.) INCREASE IN SITE RUNOFF = 00408 CFS ALLOWABLE INCREASE = 0% 0.000 CFS REQUIRED ON SITE RETENTIONIDISPOSAL = 00408 CFS REQUIRED VOLUME FOR 30 MIN. STORM = 734 CU. FT. CONTROLLED RUNOFF AREA % R.O. CONTROLLED AREA CONTROL FACTOR RUNOFF 1 PAVING AND SIDEWALK 0.5148 100.00% 0.90 0.3292 CFS 2 LAWNlLANDSCAPING 1.2065 100.00% 0.17 0.1457 CFS 3 PLAY FIELD 1.6391 0.00% 0.25 0.0000 CFS 4 0 0.0000 0.00% 0.00 0.0000 CFS 5 0 0.0000 0.00% 0.00 0.0000 CFS 0.4749 CFS MINIMUM CONTROLLED R.O. = REQ'O DETENTIONIDISPOSAL = 0.4749 CFS<-OK 2yrdrainage(IBC2} Page 1 of 1 Intensity 6 ~ s::: o +S u s::: I\) 0\S) +S l... U I\) I\){L \S) \Sl 'Sl\13 o~ I\) -\-> ~ ...s::: 0 'Slu ::i\S) tq~ t<) . ~t<) LO~ ~LO <+- o \Sl ~ 6 s::: I\) +s.9 ~ ~ t .!:: \S) I\) or-: ~ 4-<J) t<) t<) I\) 0 't ~ t\5 OL ~~ s::: ~ t<)t S:::s::: o . t<) . I\) I\) I\) +S s::: .t<)2 1::1:: u N .9 ~ to 0 o~ ~ JS t\5 t ~ ~ I-' ~ '3 <+-,r:;1\)s:::0.!!} I\)~ 0~\S)0+S0 OL~ \Sl <+-.- U l... -\->6otl\)~ tt ~+S\Sl1\)\S)0 1\)1\) l::u~\S)'to 22 ~JSI\)'t\Sl~ 00 '3 <+- ~ \Sl ~ +S I-' I-' ~ 0 .!:: ~ I\) ~ 09 6 OL ~ ~ I\) 1::.- ~ o~ -\->S:::I\)I::~--l 1X~ I\) I\) OL ~ '3 $ w.E I\) I:: -\-> 03 ~~ 2 ~ I\) ~ 1\).- ISi ISi o 03 ~ I\) OL ~ Ci Ci I-' ~L OL -\-> ~ ~ ~ \Sll\)o-\->~\S) s:::s::: \SlOLI-' ~...,."""<:S 00 I\)-\->_ Ls::: 00 ~1\)~20\13 tt:tt: \13~-\->01-'s::: 00 ~ 5\-~.9 ~~ l... ~ 0 ~ oN ~ .q- ::J ::J ~ _ I\)'N \13 ~ ....s:::...s::: 00S:::\13i'r':...s:::t<)\S)\S) o~o-VXtOUU s:::N~"""<:SW~+s+s s::: 0 -\-> - \13' \13 \13 .90...s:::\131\)>'6<=<= -\-> 'Sl u ~ \13 ._ s::: s::: \13 \13 = .- ""t - -\-> S S g ~ ~ t ~ .~ ~ ::J ::J --l<(D:>OD\S)<(<( ~ ~ s::: o +S u I\) \S) <+- o \Sl -\-> s::: I\) I:: I\) l... '3 ~ I\) OL -\-> I\) I\) 2 o ~I-' a >, LO u ~ s::: s::: I\) .9 06 tiE \Sl I\) W l... \S) l... o l... 0 -\-> I\) -\-> o (L 0 2\Sl2 u \13 u os: ~-\-> U 0 U ~u~ W\S)W N t\5 ~ s::: o +S u I\) \S) <+- o \Sl -\-> s::: I\) I:: .~ ::J ~ I\) OL -\-> I\) I\) 2 ~ I ! .'" ~ tT ~/~~ / /& COVER PAGE :r:f,L ct; lJ't.,~ I (used with Truss Design Drawings) L--.7 Important Safety Notes: 1. All temporary and permanent bracing is "designed by others" unless otherwise noted. Temporary bracing to insure stability during construction is the responsibility of the contractor. See HIB-91 for handling and bracing recommendations. Permanent bracing of the overall structure is the responsibility of the building designer. 2. Trusses are to be fabricated in conformance with ANSI-TPI1-1995 quality standards. 3. Steel connector plates are required on both faces of each joint unless otherwise indicated. 4. Top chords must be completely sheathed or purlins may be used, spaced not greater than that specified on the truss drawings. 5. Bottom chords will require lateral bracing if no ceiling sheathing is installed directly to the member. 6. Do not stack construction materials on the trusses that induces a loading greater than the design loads. 7. Do not cut or alter trusses without the prior approval of a professional engineer. 8. Camber is a non-structural consideration. General practice is to camber for the dead load deflections Key to Symbols Used on Truss Design Drawings Dimensions: FILE I 8-06-08 I Dimensions are shown in feet-inches-16ths (example shown: 8' - 6 %"). Indicates approximate location of required permanent bracing. See attached sheet 01.0 or consult with the building designer or professional engineer for alternate bracing methods. . ;;:; Indicates support (bearing location). See "REACTIONS" section on truss design drawings for magnitudes. Plate Size 3x4 The first dimension is the width perpendicular to slots. Second dimension is the length parallel to the slots. Dimensions are given in inches. Plate Location @ Center the plate on joint unless dimensions indicate otherwise. Apply plates to both sides of truss. Plate Orientation This symbol indicates the required direction of slots in connector plates. General Notes: 1. Joints are numbered clockwise around the truss starting at the lowest joint farthest to the left. 2. Connector plates are code approved, ICBO report numbers: 1591, 1329, and 4922. 3. Woodinville Lumber Inc. and Tri-County Truss Inc. adhere to the standard responsibilities in the design process involving metal plate connected wood trusses as detailed in WTCA 1-1995. Interested parties may obtain a copy from the Wood Truss Council of America (608-274-4849). A (360) 757-8500 (360)-757 -87 58 Fax if? ~.. G) 9-t! :;, .m ! ST ANDARD GABLE END DET AIL. \.IIHO SPEED So HPH. He"H "'ALL HEICHT ~SFT. ~. CJ.-r-~~~<r 1$. NOTES: TOP CHORD MAY BE NOTCHED FOR 2l(4 OUT\.OOI<ERS }{ DIAGONAL OR L-BRACINO INSTAlLEOR.A1WISe024"O.C.M/H.ONOASlEEf<<>WITH REFER TO TABLE BELOw~J~g~~~~:= \ "'x,", S1\JOSEXCEE01ro.c. OABlEENO~BEFUlLYfiHEA1HEO /2' fp\.IOOO SHEATHINO )( It t>Q. -.. oN ONE FACE OR CON'INJOUS 2Xm OR B1R SCAlI MUST BE 6fZ- I,.{t." ~ 2X3 TYJ" ~AlTACHEDToONeFAceOFTHeTOPCHOROIFGA8lESTVOS' \. EXCEED 1G" O.C. AND A STVO DOES NOT FAll UNDER EACH . ,. NOTCH. CONNECT SCAB wml1-ROW OF 100 COMMON WIRE . NAilS 5J,~ AT 12" Oi' M"f- TliE MAX. ~OOI<ER lENG l' :-p" MAX IS 1G". '/t:Ju'iI-~ ~. VIi!) ~ur~k:1S1Z!;; ~ VARIES TO COMMC~ TRUSS .tJO Norol X"f LATERAL.: iUtoW&tJ 8RACING AS RED. ~ L ] I . &"'" /}.. (2.-?t'O~ z:,~1 . 'c' . ,. , ;J . ~2 rHil'lIfilJ IT f(.lIG (ft'~ TRUSSES AT 24' O.c. --=;:s ~ - ~ CONT. BEARING. t ~Lf~Z. c<.181:f(.. P.F.l.-. ~e ?"O~ 'Z. D~ Z. fOlz. ~Ot::.E:'C ~A I L- END \.I ALL, . I -. / ~ FURRING STRIP OR LATH HC7l&~ eN6f. At'~~ fDK. 5019:;;OR. UAelE:: eNt? ~~ 3XB SPL. OPT. ... ,.. i"\ LATERAL BRACING NAILING SCHEOlJLE, UP TO 7'-0" 7'-Er - S'-6' OVER S'-6' " NAIL AT Q END 2 - 16d 3 l6d 4 - 15d VERT. HEIGHT. SPACING OF VERTICALS 12 INCH O.C, 15 lOCH a.c. 2-1- INCH a.c. MAXIMUM VERTICAL STUDS HEIGHT. WITHOUT BRACE WITH LATERAL BRACE \..lITH L -BRACE 4-,-1 ..q -- '2. - 'C> ?-l-j .' ((-B-I7,... ~-~-c.. [D-2-o 1-'1-( e -s -q' ~ -C,. -l FES 2 3 1999 3.FURNISH COpy OF THIS DRA\JUlO TO CONTRACTOR FOR BRACING IHST ALLA TION. '1.BRACIOO SHO\J~ IS FOR CONSUL T BLDG.' ARCH TEI-PORARl At{) PE 12.19-00 lndu>>trltl~ fnc. NOTE: I.VERT. HAO BEEN CHECl:ED FOR go t-f>H "-'!HO LOAD, /"EAH \.tALL HEIGHT OF 'l.5 FT, ;l./.[) U21e DEFL. eRIT, 2,CornECTIOH BET\JEEH BOTTOM CHORD OF GABLE END TRUSS Af-.O I,.(ALL TO BE PROvIDED BY PROJECT ENGIHEER OR A.RCHITECT. MINIHUM GRADE OF LUHBER rc. 2X1 1(,,<;;0 F'-\.SC: i-\,f TPI-9S CrU. B.C. 2X4 (0'iCr~S.E: u.~ LBC-9t' \.labs 2X1 5TUD/~!) H.F LOA01HG (PSFl L 0 TOP Z~ 7 BOTTOM e 10 SPACItlG, 21 Inch O.c. STR. INCR. I 15 Yo ORA WN BY I -=ttv1 c::=:I c::=:I D[][JO . . C:=J C:=J , I c:=::J c:=::J ~O REP. STRESS. YES HIT ek IndustrIes Inc.