Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
223 Burke Ave_BLD962084_2025
-,e-,, ~ ;..:-_.. City of Ar: ngton NOTICE and Inspection Report Phone# _ Permit No96- ~o g 4 Lot# _ Date Called 3 -(a- 97 Address o?o<3 Bt ,C~ ~ Time Called / / .' 0D Contractor/Owner ~~ By {?..Qt;µ Requested by -~,._,,,==----"'--"~~..=:=------ TYPE OF INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm 0 Insulation 0 PlumbGW 0 Framing 0 Gas Piping 0 Footing ~wall Nailing D Rna1 0 Foundation 0 Rough-in Plumbing 0 Reinspection 0 ShearWall 0 Mechanical 0 Other ~OVAL 0 CORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved . ./" ~ Ins~ Date 3-- 7-r7 ~ pfo - City of Ar-~"'ington NOTICE and Inspection Report ~ PermitNo.qb ~ Date Called / - L3 -Cjl, Address <2f::?<' -) ~LA ,Kil~, ~ Time Called S: 3 S:: By ~ Requested by ( • ./I' ru-- ( I ':-0:1:K..<) ) TYPE OF INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm 0 Insulation 0 PlumbGW 0 Framing 0 Gas Piping 0 Footing 0 Drywall Nailing D Final 0 Foundation 0 Rough-in Plumbing 0 Reinspection ' 0 ShearWall 0 Mechanical ~~er~ 0 APPROVAL 0 CORRECTION REQUIRED 0 ~ions listed below MUST BE MADE before work can be approved. l]Ywork listed below has been inspected and approved. EQ ~ CALL 435-0724 FOR REINSPECTION - 24 hour notice required. ~A/~;#fz;-k l>;(; ,22i /iw,¢? 6'---~4,/ (Jddi#Z:z-L- Date r ? tzljP7 7 City of Ar! -··.ngton ~~ NOTICE and Inspection Report '10~~ Phone# C, Sq -RSS- l Permit No. 9l,2- ~ Legal Le 4- ±t;. ~ · Date Called i ':>. - 2 b - 7 (:, Address x:i-, J i'j I 1 [ j.:.,:.. S f-- Time Called \ 0 • c:, O Contractor/Owner ---'-'/c=A.w:Mc::.u..:D:___ _ By 'J)e l\.'j'" s:...e_ Requested by __,_/1o......,.h"'--------- TYPE OF INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm 0 Insulation 0 PlumbGW 0 Framing 0 Gas Piping 0 Footing 0 Drywall Nailing 0 Final ~ Foundation 0 Rough-in Plumbing 0 Reinspection 0 ShearWall 0 Mechanical 0 Other ~P~OVAL 0 CORRECTION REQUIRED 0 Corrections listed below MUST BE MADE before work can be approved. ~listed below has been inspected and approved. 0 _C,'\_LL,435_A724 FOR REINSPECTION - 24 hour notice required. Date .st IL-'.JtJ~U:: (>-~~ ~ City of Ar1 ;ngton '-- NOTICE and Inspection Report Phone# _ Legru __,_ _ Address l ,,:'If A<.-/ ,, ✓ ~ ,_.,, ~ • By f ¥,A.A../ Requested by ft ),'&----0, f~ , .- TVPe OF INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm 0 Insulation )%;0 P~lum,b, GW 0 Framing 0 Gas Piping 0 Drywall Nailing 0 Finru 0 Foundation 0 Rough-in Plumbing 0 Reinspection 0 Shear Wall 0 Mechanical 0 Other ~OVAL 0 CORRECTION REQUIRED 0 Corrections listed below MUST BE MADE before work can be approved. ~w has been inspected and approved. OR REINSPECTION - 24 hour notice required. ,~,~ Date //-/ 7-~ 7 /'.. :)5 Ml/\ If/Cl. INSPECTION REPeRT- /f V "-~--= ~J "?:"~ii'\JN G l' O ~ Permit No.: ezt-,- 7 )-0~ Lot#: _ Address: ;;)..J. S - .iu,/e /vB· ~ ; Contractor: AllaM; c Re,, sb,r4~ ..... S'...,"~--., ~s ~O Owner: _ :/IJNG Date: $ ..-2:tz?-02 ~PPROVAL 0 PARTIAL APPROVAL 0 VIOLATION 0 CORRECTION REQUESTED □ Corrections listed below MUST BE MADE before work can be approved. D Please contact inspector. D Was not able to perform inspection. 0 CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. f C)>,, t/2 S: 7 GG ? S- 3 S"' E2,q) ~ af /?; c,l;,sl9 b:/e Inspector:~ Date: 5-;:>~-o) z TYPE OF INSPECTION REQUESTED 0 Under-floor D Framing 0 Gas Piping □ Footing 0 Drywall, Nailing □ Consultation 0 Foundation □ Shear Nailing D Groundwork D Mechanical 0 Grid 0 Struct. Slab D Wood Stove D Rough-in 'jilFinal D Masonry □ Drainage 0 Insulation D Other: _ 11NSPECTION REPORT ir '-- ,,·-·-~, Permit No.: ot- 7 '2.--0-Z.... Lot#: ---- Address: 2- 2... 3:. F?w µ£--r:F • • Contractor: It L--LJA:N ~ /1.eJ TDYUJ-fTi~ ~ ~ -:, ~o Owner: -------------- sl:iJNG~ ~ Date: 3 - / '-I - o 7 0 APPROVAL 0 PARTIAL APPROVAL 0 VIOLATION ~CORRECTION REQUESTED ~orrections listed below MUST BE MADE before work can be approved. 0 Please contact inspector. 0 Was not able to perform inspection. &t:CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. £, [W) D-ey,--r M' e fL<NY.b...-: k7=i- , ~ P°{Lpy, a ;:S' b½ ....,D'h....,_ p;-4-olJ? S: I A.JS~ A:x2 A- rtl-A:PEL-:V'.~~ 0~ l..-Av S - I N.5~ A:::0::A:::: Sib I'!~ C o c,J j2A;%> 7)(.-v"'-C AA ·JI.~\< S~ i.,.1.,.,.,__, f'~u,---l o.A~ovn.- ~-,;,JJ<. 1 Se-A-L ~/-.J½c;:-: t{oco Per-Jc::~c.N AT £..t:>)LtA/47 'i2,,t.N ~ €'"" l±Po12 - iZ,eyvi,Ovt::;r ~ s-w > n.A-h.AJ ti iN.Sn,-z........ G..:.y'L,.r'\'L- e~ tN l-<..o.> £L - C-'-(.,~ ~ 0 A) Ph.-- /4-(..~ • / IV s z:::::!"l::!,A U\ .,_, I ,- IY I.,\ ...,,, {$ L"?t- > , 7?e, I C! ,c. 2.- Inspector: ~ e:=tc Date: s -1 "f- -6 1 TYPE OF INSPECTION REQUESTED 0 Under-floor □ Framing 0 Gas Piping 0 Footing 0 Drywall, Nailing 0 Consultation 0 Foundation □ Shear Nailing 0 Groundwork 0 Mechanical 0 Grid 0 Struct. Slab D Wood Stove D Rough-in Qit:Final D Masonry 0 Drainage 0 Insulation 0 Other: ,,, v 1,...., "'4SPECTION REPORT 0 '- .._/ o/' ~~,~.~v~,1). . Permit No.: bl[ ?2-0'?... Lot#: _ Address: '"2-.,_ "1 6'-"tLAc..-e • • Contractor: A-u. (~"-''--Sf'" ~ ~ ~~ '\-0 Owner: ---------------- .1/JNG ~ Date: ~ - < c.t - 07 D APPROVAL D PARTIAL APPROVAL D VIOLATION ACoRRECTION REQUESTED ~orrections listed below MUST BE MADE before work can be approved. D Please contact inspector. D Was not able to perform inspection. 0 CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. IA/\Ji'l 2- iJoJ~ av~C-1.)v'cvt-,.e,J vw:s:v:r S~P€!"'~~ VI.NO!D'.':::; ,S:;.,..l"'-, s ~ w :P!::Y,..-- (J:tr.AJ:e:rzt.-14::::11 c.,,.) M: ~s ; ,N s..., ~ l'lAA-;-..n., e- n j.A LC , N ttrr1 <- ~"" s ~ •t'!:S'i..tY"tDc,..J NN,... DJ,sYL Seµ~it../i'5L 1 N sl,,,t L,tA:TJ o N IN A::tD c No, ro 'Ke l-D,,.,,~t::l::) { A JV"1, ~ ..5 e:>9:1. PltF NL~ .r,.15' 1,t ,,..i o ~ S 1 ~ h•JSr,q,,y._ ft:['l,, n e <;>rJ 5:Dve-' ueor '-I 1N..S~ A-,-.JTt ::z,P ,e;.-.J srPef SeY'l:::t--- Pe,..rc;:-t:r::wt:nO-,.J \ArS:O~S,.-J-.,L--.$ €1.vA:::r-, ~1-0..$ ~s, Inspector: 5i-, ~ Date: 3-/ <./- o 7 TYPE OF INSPECTION REQUESTED D Under-floor □ Framing D Gas Piping D Footing 0 Drywall, Nailing D Consultation D Foundation D Shear Nailing D Groundwork D Mechanical □ Grid 0 Struct. Slab D Wood Stove D Rough-in 0 Final D Masonry D Drainage D Insulation □ Other: ~ ·z.o Z... ~NSPECTION REPORT '-' -../ i?t1'--- "\NG?'· Permit No. 1z..01... ,Ii~ ovf. .. D(.. ~ Lot#: ---- ~ . Address: L'2..:::, 3<At1--tLr; • /ii!; Contractor: A-L1...,1 A.AJ 1...E (..c,f\Js ;- ~ 0 Owner: -n:, ,- '11.r 2 '- Ce 7 s- 3s :1<!'1/JNG~ ~ Date: JI- I 3-D <.; S4-APPROVAL 0 PARTIAL APPROVAL D VIOLATION D CORRECTION REQUESTED D Corrections listed below MUST BE MADE before work can be approved. D Please contact inspector. D Was not able to perform inspection. 0 CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. , N .:, ..... '--::: A::1:) ~,l'J eree~~ Inspector: ~-- Date: //,-/3-Dl, TYPE OF INSPECTION REQUESTED D Under-floor 0 Framing 0 Gas Piping D Footing 0 Drywall, Nailing □ Consultation D Foundation 0 Shear Nailing 0 Groundwork D Mechanical 0 Grid 0 Struct. Slab D Wood Stove 0 Rough-in 0 Final D Masonry 0 Drainage 1iz1 Insulation 0 Other: -------------- City of Ar: ).ngton ~F NOTICE and Inspection Report Phone# _ Lot# _ Permit No. 9{,- ~t Date Called '5:- (:,- 9 7 Address cB3 &1~ Sh lime Called 9. • 5 S Contractor/Owner ---..!..e....,.....:it["""°~'-IC--,~----- By &±v Requested by ...r..~=-.u..y.r" _ TYPE OF INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm 0 Insulation Q PlumbGW 0 Framing 0 Gas Piping 0 Footing 0 Drywall Nailing 0 Foundation 0 Rough-in Plumbing ~eim nspection Q ShearWall Q Mechanical 0 Other tl'!r& ,2 ~~~~~ tlAPPROVAL 0 CORRECTION REQUIRED 0 Corrections listed below MUST BE MADE before work can be approved. ~ below has been inspected and approved. MA,kl 4~-0724 FOR REINSPECTION - 24 hour notice required. Date ,Y 7--TZ «., City of Ar1-·;ngton 1/i o'- f" NOTICE and Inspection Report Phone# _ Permit No. 9:£ ~d ~ ;?'f Lot# _ Date Called 4 ..., Z8.r °J 7 Address ;;i-;;; 3 Bu,gj(t:,: # <£r Time Called 'i?; 2 S- Contractor/Owner /(,A Wlr By n Requested by Ea ,b TYPE OF INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm 0 Insulation 0 PlumbGW 0 Framing 0 Gas Piping 0 Footing 0 Drywall Nailing ~naJ 0 Foundation 0 Rough-in Plumbing 0 Reinspection 0 ShearWall 0 Mechanical 0 Other □APPROVAL ~RECTION REQUIRED ------ Corrections listed below MUST BE MADE before work can be approved. -below has been inspected and approved. CALL 435-0724 FOR REINSPECTION - 24 hour notice required. Inspector 7 '-='-==6/ Date 4~~e:r-c.rz City of Ar,~ ington '- NOTICE and Inspection Report Phone# _ Permit No. q b ~ d'o1--<Z l.p Legal _ Date Called ? ., ;;i ~ 4 7 Address <7'if 3 'BJ(2.JcC o)li;- lime Called =). Contractor/Owner EA~ By -f:: Requested by ~ TYPE OF INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm ~on 0 PlumbGW 0 Framing 0 Gas Piping 0 Footing 0 Drywall Nailing 0 Final 0 Foundation 0 Rough-in Plumbing 0 Reinspection 0 ShearWall 0 Mechanical 0 Other ~ROYAL 0 CORRECTION REQUIRED 0 Corrections listed below MUST BE MADE before work can be approved. ~listed below has been inspected and approved. 0 CAl-LJPS-9724 FOR REINSPECTION - 24 hour notice required. Date 2-dG-r·7 ! City of Ar:--;.ngton '- NOTICE and Inspection Report Phone# _ Permit Noqb- ~ 8 if Legal _ DateCalled o1-o20-q7 Address,2a3 ~.bne,. Sk= Time Called 4 ~ 0 ~ Contractor/Owner 6t,:6: ( R(Y,,.,rY'Q \ By Ro,~ Requested by _,b=-..,M......,_~1::::::------- TYPE OF INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm 0 Insulation 0 PlumbGW Q Gas Piping ~-;,g 0 Footing Drywall Nailing 0 Final 0 Foundation 0 Rough-in Plumbing 0 Reinspection 0 ShearWall 0 Mechanical 0 Other ffA;,;OVAL 0 CORRECTION REQUIRED ,, ections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. Q CALL 435-0724 FOR REJNSPECTION - 24 hour notice required. W5u.tA--~ oJ?fzL &(?f/c- L.f 11-v-L- 5 ?£ cA//<Lote T 5f>77YV' d)poc} ..---:.--- d .c::=::--, z (_~ Inspector ~-..._____ Date 2--:- /J- 't? a. /1-.. City of Arl_)ngton '- NOTICE and Inspection Report 9'{- 22£-y Phone# b c; r ~ g { .. f I Permit No. Legal _ Date Called 2-11-97 Address 1-Z ~ /Jv/'11 :f SI-- Time Called IO - Y t; D. •-t., Contractor/Owner _:........:....:a//:....;Jv,-'--'-'-c""'--_., _ By &L Requested by __ ac........:...0....,,../7"'-. _ TYPE OF. INSPECTION REQUESTED 0 Setback 0 Roof Diaphragm 0 Insulation 0 PlumbGW 0 Framing 0 Gas Piping 0 Footing 0 Drywall Nailing 0 Final 0 Foundation ~Rough-in Plumbing 0 Reinspection 0 ShearWaJI 0 Mechanical 0 Other uP~~L 0 CORRECTION REQUIRED ,,. etions listed below MUST BE MADE before work can be approved. .,- ia Work listed below has been inspected and approved. 0 CALL 435--0724 FOR REINSPECTION - 24 hour notice required. ~-~~ . - -,r ~, = ~ Date d 'ld-dj" Z I~ -....,_ City of Arr-Jngton NOTICE and Inspection Report Phone# _ Permit No. (} t/f)-cr- Lot# _ Date Called t:/- / {;" -df7 ::7oo,,!:,7i/ti;,~.:e;; lime Called '7'; / < By @ Requested by ✓Q if TYPE OF INSPECTION REQU.ESTED 0 Setback 0 Roof Diaphragm 0 Insulation 0 PlumbGW 0 Framing ~iping 0 Footing 0 Drywall Nailing 0 Final 0 Foundation 0 Rough-in Plumbing 0 Reinspection 0 ShearWall 0 Other ~ ~PROVAL 0 CORRECTION REQUIRED ctions listed below MUST BE MADE before work can be approved. '"'~ °"" 4-v ,, CI1Berryman· & Henigar CD BS! Consultants, Inc. • Henigar& Ray, Inc. To: Date: /2.-3/- 9G? B&H P.C. No.: 9~ - 097 Agency P.C. No.: 9~ - :2.:2z½l Description: ~~/4/R- l;¼,n.5 7 ATTN: ;J>lfVE !'9-N.ZlE,,C;;iPAL ,4,-/,;,ffl»z kmff #eq.,7 Via: D Messenger D Express 0 Pickup 0 Mail D UPS D Other We are forwardinlJ herewith: :5::,,,-;',1-':,/-,r _ _._ / __ Cfrawings ____ Soils Report ____ Specifications ____ Correction List ____ Structural Cales / Fee Calculation Sheet+ ;:,.,v.:,,ee., ---'--- ____ Energy Cales -~I __ Otner s- o/d.n.--~u~ C'~ Special items to note: _ Arch/Engr. Signature Pending Additional P.C. Fee Due. Refer to Fee Calculation Sheet _ Unreasonable Hardship Approval Required. _ Health Department Approval Required. _ Special Inspection Required for -------------~ _ Verify Code Interpretation by City/County on-----------' _ Flood Plain Regulations Apply. Other. The following items have been verified: X Plans Stamped and Signed. Correction List in B&H File ____ Questionnaire Sent to Applicant. -----~><~• __ Log Book Entry Made. Remarks: _.£.h..LL.r._..,;:!;-=--s.;~91~""'....,'"-'k--..4..:iA....~....,""»4='tff?z;"-.L./4~4,8....___,~i,,:::,::,- =· --"~'IJII- 9Gl"~=•W~'A-:lloc._...,,.-£c=----'✓~.~:!i:~==-·~~--- 7 / «6-+u,i!& 7 ___ Resubmittal Required. X The enclosed instruments of record are approved for issuance of the building permit(s) pending the approval of any other applicable County/City agencies. If enclosures received are not as listed above, please notify us at once. From: BERRYMAN & HENIGAR Building Safety Division Date: /.2-.31-9~ Received by: Date: _ 2101 Fourth Avenue, Suite 320, Seattle, WA 98121 • (206) 727-2220 • FAX (206) 727-2216 1 SUBMITTAL SERIAL NO:. ~2HY3 12-09-1996 PAGE 1 Arlington Family Housing 223 Burke Ave (4)hcl Ct,1lc::. FLOW TEST RESULTS [.,J,:':l. t.<-::-! ,,- Suppl\/ STATIC 100.00 PSI RESIDUAL 20.00 PSI (fl '.,?000" 00 GF'M CITY PRESSURE AVAILABLE AT .tJ.4. :5 f.3E'M SUMMARY OF SPRINKLER OUTFLOWS ACTUP1I.... MIN 1 l"IUM F'I....Ul/-J FLOW K-FACTOR PRESSURE 1. J..1 .L'..?. 00 io , so ::;.oo l 6. 00 1 l :? J.J..:?:5 .l.O .. ~,O ~=:;. 00 .l, /J ... 07 1.1.::=!; J. () II ~:5 El l () II !i5() ::; II ()() JJ.4 10. ~.\O JO. ::\O TOTAi.... WATER REQUIRED FOR SYSTEM 44 .. :s::; GF'M TOTAi.... WATER REQUIREMENT ,1.1.1 .• s:=:; r.:1 r-::· M PRESSURE REQUIRED AT 0 62 .. bC.? F'SI MAXIMUM PRESSURE UNBAJ.ANCE IN LOOPS 0 .. 00 F'SI MAXIMUM VELOCITY FROM 3 TD 4 1 LJ." 9.<'.J. FF'f> DEC 1 2 1396 I 6 l VI I ( Ut- ARLINGTON c;t·-2211 e .. .. SUBMITTAL SERIAL N□:2022HY3 12-09-1.996 PAGE 2 Arlington Family Housing 223 Burke Ave (4)hcl Ci::tlc. l. .. or: ,,,\ t: .:i. c.in F J. C)l,-,J Pipe-:· F':i. t t:.:i.n(J<"; i::::qu .. i v F' I'" j_ c:: t: .i C)i") .in !.. .. r-::-n c:1 -1::. h l.. .. o!:c;s:. f:3umma.,•"y C3PM J J\I f-.. · 'I.'' .'. P'.31 /f=-t F'UI 14 .1. 1 1.J. l .. .:t.01 L 0 .. 50 C=l50 PT 12.25 (.1.14) u 10 .. ~.'iO r::-,,,,,·r f'-" · 5.00 PE -0 .. 22 T 0,. 1.1 .:t." .1.0.:t. , I .... 9 .. 00 C=J.50 PT 1.2.14 .... u 1. () II !=j() I ... 0 .. 00 PE 0 .. 00 T 9 .. 00 0.0207 PF 0.19 r=r 1. 2,. ~s~: ( 1 :::;) .:t. .. 101 L. 0 .. 50 C=J.50 PT 12 .. 43 (1.13) u 10. ;jf3 r-'.':::c'f r· 5 .. 00 PE -0.22 T 0" J. .1. 1 ::: 1 ::mu 10 .. ljO J.101 I.. .. 13 .. 00 C=150 PT .12.32 .'J.. '.'::) u :?.1 .. 08 r::· 0 .. 00 T 1. "6~'") 1.~::," </7 ( J..?) .:t. '..? 1 1 :? .'.l. • .:!.OJ 0.50 C=.:!.50 PT 14,.07 (1.l?) Q 1:::·:::::"J" 5 .. 00 PE -0 .. 22 5 .. 50 0 .. 0235 PF 0 .. 13 <-:y 1 :;~DU :.l. • .1.01 L 13 .. 00 C=150 PT 13.98 .:!.. ~.2) D r:·,,,,,·r I ..... .. 5,.00 PE 0 .. 00 BJ\I T 18 .. 00 0 .. 1655 PF 2 .. 98 F' T .l 6 .. 9 6 i:? ) l .1. .1 J. l .1..101 L.. 0 .. 50 C=150 PT 16,.00 (.l'J...l) u F:::::"J'· F~ 5 .. 00 PE -0,.22 T 5 .. 50 0 .. 0264 PF 0 .. 15 .1.0 1.1. 1,, 10.1. I.... 4.00 C=J.50 PT 15.93 I ·1 ) 0 Fco::'f f'" 5 .. 00 PE 0.00 E:N T 9.00 0 .. 0264 PF 0.24 .1.0 :.l. .. 101 I. ... .:LlJ..00 c:;,:::: .:L ~.'.iO F'T ll.:;. :.1.7 t o ) u 12,. 00 F ::: :? T '.I '..? I:~: r::· .l 6,. 00 F'E: 0 .. 00 T :::; () t1 c> () () ,, (> ~,? t, .!.J. i:::· r:· () 11 7'() H 9DU .l ,. 10 J.. L. 5.00 C=150 PT 16.96 . .,.. ) u F:::::T F 5.00 PE 0.00 T J. ()" ()() () ,1 :29C:, ~,~ F1F=- ?.97 :.l.,. 101. L. 9.00 C=150 PT 19.93 u .q. 4 " :::;~~; i:::·::::"J'' r· NC T SUBMITTAL SERIAL ND~2022HY3 .1 :?···-oci1 •·· l 9 c_:.it.; i:::· (\CJF: Arlington Family Housing 223 Burke Ave ( LJ.) hc:.i C,::l, 1 c: .. l.. .. oc::,,·,1tion FJCJ~,, Fit.tinc;_i,=; Equiv Friction Pressure in /1,: Length Loss Summary F'l'"Uffl TCl f3Pi"'I I I\I DPv:i.c::(:-:-:,<==; Ft PSI/Ft PSI :=; :::_:; .. 00 C::::::J :50 F'T .1,·:.·.\.-1 1 C)C} /::,) l .. .J..01. 11 11 ... J Ci .17 .. 00 0.00 52 .. 00 0 .. 2967 PF J.5.43 4 l .. 10:.t L. 7.00 C::=J.50 PT 43.41 4) ,ll,4" '.:::~; F::==O F 0.00 PF 3 .. 03 T .1. l .. 6J..0 L . .t.J ... 0 0 C:: :::: J.. '..? 0 1~'.• T I.JU. ::'.i'.-:' (J .q.4" '.~:::=!; F===DCr'..) !' i/.E F' 1.6" 00 F·i:::: 0. 87 T '..?O .. 00 0. 070LJ- F'F .1 " L; . .J.. J...:.:\11 Comb1'"i:',\C::D Bi,\ck·/'}.01,..1 LJ .• O(l 0 .l 1. .. 4EJJ.. I.... 70.00 C=150 PT 54.80 l) lj 4 • ~) :=:; F:c.:T !' (3l..) !I 1.J.[:: F 1.H.00 .1..T::: UJ\l T DH. 00 0. 0700 F·F· 6,, J .. b F'T b'..?. 69 0) CITY OF ARLINGTON Building Department July 18, 1996 Family Counseling Service Gleason & Assoc., Arch. P.S. 2013 4th Avenue #403 Seattle, Washington 98121 RE: Permit No. 96-2084 Four Unit Apartment Building for Family Counseling Services 223 Burke Avenue Arlington, Washington ARCHITECT: Gleason & Associates (206) 441-8830 CODE DATA: OCCUPANCY GROUPS: R-1 TYPE OF CONSTRUCTION: V-N SEPARATIONS: E = 5'-0" To Foundation ( 4'-10-¾" to siding, critical) N = 38' To Foundation (37'-10-¾" to siding) S = 20' To Foundation (19'-10-¾" to siding, critical) W = 15' To Foundation (14'-10-¾" to siding) BASIC ALLOWABLE AREA: 6,000 Sf. One Story AREA INCREASE: Not critical The Sprinkler doubles the allowable areas. BUILDING AREAS: Main Floor = 1850 Sf. Porch = _l2_Q Sf. 1970 Sf. Second Floor = 1958 Sf. Total Area = 3928 Sf. OCCUPANT LOADS: Second Floor Apartments = 9 First Floor Apartments = 4 Total Apartments = 13 Office = 1 Common Room = 10 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 • FAX (360) 435-3906 Permit No. 96-2084 Family Counseling Service July 18, 1996 Page Two Dear Roger: The submitted drawings have been examined for compliance with the 1994 Edition of the Uniform Building Code. The following applicable corrections and/or additional requirements are necessary to complete the plan review. Two corrected sets of plans are required before the permit can be issued. 1. Special inspection should be provided for: a) Field welding (If applicable). b) High strength bolting (A 325 or A 490 Bolts) (if applicable). c) Filing and compaction. d) In accordance with Sec. 1701. e) Special inspectors should be approved prior to construction. 2. Walls requiring 1-hour fire resistive construction: a) Explain STC and submit a copy. b) Exterior walls less than 5'-0" to property line. This applies to east wall. c) Corridor walls. d) Office, common room, laundry, toilet, storage #1 and mechanical rooms adjacent to apartment rooms stairs or corridors. e) The walls should be shown with some different hatching, rather than just an occasional note such as B or D. f) Wall B is not an approved 1-hour rated wall with a space between the studs. g) If the finished wall surface of the east wall is less than 5 feet from the property line, openings are not permitted. 3. If the finished surface of the south wall is less than 5 feet from the property line, then a parapet is required. 4. Prefabricated roof truss drawings should be submitted. Drawings should be stamped and sealed by a Washington registered engineer. 5. There is a note on detail 2/ A-4 .1 for the base "per schedule". There is no finish schedule on the drawings. The same detail refers to floor finish "per schedule". 6. The public toilet on the first floor shall have a 5" high rubber base. Sec. 807.1.1 7. The bathroom walls in the apartment units show numbers for elevations. No elevations are on the drawings. 8. A sprinkler riser is noted in the mechanical room. Sprinkler drawings and a permit should be submitted. Permit No. 96-2084 Family Counseling Service July 18, 1996 Page Four 24. An electrical schedule should be provided. 25. Recessed electrical fixtures should be in 1-hour rated recesses with UL 1-hour rated fixtures. 26. The window dimensions of window 4 in the window schedule should be clarified. 35. The building should comply with the Washington Energy Code: a) The window area is wrong. Window 3 in not 48 sf. And the glazed doors are not part of the glazed area; b) The glazed percentage is incorrect; c) The drawings should show the exterior walls of the storage #2 to be 211X 6. 11 stud walls so the storage #2 and the toilet should be shown with a thermal break in the concrete slab; d) Habitable rooms should have window ports. SITE CIVIL DATA;. 1. Fire protection requirement will require the installation of a water main along Newberry from Burke street and through the alley to Broadway. 8 11 minimum size - The City will pay upsize to 1211 • 2. 0. S. & Y. Values cannot be substituted. They must not be removed from the DCDA. See City Standard W-13. 3. The meter location shall be installed the parking strip between the sidewalk and curb. The box shall be set at final grade prior to occupancy of building. 4. The drawings indicate a l II Service. l II Service is type K copper. 5. An additional fire hydrant is required at the corner of Burke Street and Manhatten on the North side of the street. This should be revised on the drawings. 6. The alley behind the proposed site shall be paved full width, between Broadway and Newberry Streets, to accommodate the traffic increase which will be generated by this facility. 7. Infiltration trench shall be enveloped with filter fabric, mirafi 140N or equal. 8. The use of PVC on concrete pipe is preferred over CMP. 9. All areas to be paved shall have a minimum of 4 11 crushed surfacing top course, compacted to 95 % density. Permit No. 96-2084 Family Counseling Service July 18, 1996 Page Three 9. The clothes dryer should be connected to a duct directly to the exterior. Sec. 1903 U.M.C. 10. Smoke detectors should have battery backups. Sec. 310.9.1.3 11. The l-hour fire-restrictive floor system (UL 514 or STC 50) shall show exactly what manufactured materials are used for each of the listed 8 items (UL 514) General material items are not approved. 12. Penetrations through the floor and ceiling assemblies shall have the approved For T ratings. Sec.710. Details 2/A-5.3 and B-/A-5.3 do not comply for l-hour penetrations. 13. If concrete rebar is grade 60 as specified, the rebar is approved: If concrete rebar is grade 40, the concrete walls should have not less than .0025% horizontal rebar and .0015% vertical rebar, with the spacing not over 18" o.c. The 6" concrete walls should have No. 4 vertical rebar at 18" and No. 4 rebar at 13" horizontally. 14. The roofing material must be rated class "C", with the cartons indicating the class and the approving agency. Sec. 1507.2 and Table 15-A. 15. A minimum of a 22" X 30" attic access opening should be provided. 16. Two exits are required located 31 '-6" apart. Sec. 1003.3 and Table 10-A. The existing doors are 28'-6". 17. Exit doors shall be openable from the inside without the use of a key or special knowledge. Sec. 1004.3 (Hardware specifications were not included). 18. The landings at the exterior doors should be provided of not less than 44 inches in direction of travel at all exit doors. Sec. 1004.10 19. A Floor or landing not more than½" below the threshold should be provided at all exterior doors. Sec. 1004.9 the landing's dimension below the floor should be noted. 20. Walls of Hall #1 shall be I-hour construction. Sec. 1005.7 21. 20 minute doors shall have the doors and frames labeled and shall have smoke gaskets. Sec. 1005.8.1 22. Exit illumination is required. Sec. 1012 23. Exit signs shall be provided. Sec. 1013 ) Permit No. 96-2084 Family Counseling Service July 18, 1996 Page Five If you have any questions please feel free to call me at (360) 435-0724. Sincerely, Ddtu!l~ David W. Anderson Building Official DWA/rs GLEASON & ASSOCIATES Architects August 19, 1996 Dave Anderson City of Arlington Building Department 238 N. Olympic Avenue Arlington, Washington 98223 Re: Family Counseling Service 223 Burke Avenue Plan Review Corrections Permit No. 96-2084 Dear Dave: We received your Correction Notice of July 18, 1996. Enclosed please find corrections in response to this notice. The corrections are as follows: ARCHITECTURAUSTRUCTURAL AND ELECTRICAL CORRECTIONS: Correction Correction Reference Description 1. Special Inspections: A new note has been added to sheet T-1, under 'Building Code Information', subheading 'Shop Drawings/Inspections' calling for special inspections per UBC Section 1701. The only special inspections we anticipate will be for filling and compaction. We would like to retain Nelson Couvrette as the geotechnical engineer to perform the inspection service. 2. a. STC Ratings: Attached please find a copy of the STC ratings for the specified wall and ceiling assemblies from US Gypsum Co. b. East Wall: The east wall of the building has been relocated so that the finish surface is more than five (5) feet from the east property line, eliminating the need for this wall to be of 1-hour fire-resistive construction (see sheets A-1.1, A-2.1 and S2). C. Corridor Walls: The construction of these walls is t-hour rated (1-layer of 5/8" GWB on each side of 2 x 4/2 x 6 studs). The one hour walls are poched on the plans. d. Dwelling Unit Separation Walls & Separation Walls between Dwelling Units and Common Areas: The construction of these walls is t-hour rated (Hayer of Type "X" 5/8" GWB on each side of 2 x 4/2 x 6 studs). ECEIVED 2013 Fourth Avenue, #403 Seattle, Washington 98121 Al6 2 2 1996 Telephone (206) 441 8830 CITY OF ARLINGTON Facsimile (206) 441 0593 9, ~ ;;_ogtf Permit No. 96-2084 August 19, 1996 e. Fire Resistive Construction: All walls which are required to be of 1-hour fire resistive construction have been poched on sheet A-2.1 for clarification. f. Wall Type B: Wall type B has been changed to conform to UL Design U311. g. East Wall: See item 2.b above. 3. South Wall: The finished surface of the south wall is 20 feet from the property line, a parapet is therefore not required. 4. Truss Drawings: A general contractor has not been selected for the project and so truss drawings are not yet available. Truss drawings will be submitted to you prior to start of construction as noted on sheet T-1. 5. Finish Schedule, Sheet A-5.2: A finish schedule has been provided; see sheet A5.2. 6. Public Toilet: The public toilet on the first floor has been modified to include a 6" rubber base; see sheet A-6.1 . Note that a 4 foot high plastic laminate wainscot is also provided. 7. Interior Elevations, Sheet A-6.1: The elevations have been added; see sheet A-6.1. 8. Sprinkler Shop Drawings/Permit: Sprinkler drawings will be submitted to the building department as noted on sheet T-1 under a separate permit. Please note that the sprinkler system will be provided if the budget allows. If the Owner elects not to provide a sprinkler system, the sprinkler drawings will not be submitted. 9. Clothes Dryer Duct: A duct for the clothes dryer has been added to the drawings; see sheet A-2.1. 10. Smoke Detectors: All smoke detectors are hard wired, with battery back up as noted on Sheet E1 .1. See the attached electrical specification section. 11. Floor System: The specific components of the floor system are noted on Sheet A-4.1, Detail 2. 12. F & T Ratings: Penetration rating requirements noted on Sheet A-5.3, Detail 2. Permit No. 96-2084 August 19, 1996 13. Reinforcing Steel: A note has been added to the structural general notes concerning the use of grade 40 rebar; see sheet S-1. Detail 2/S2 has been modified to indicate #4 horizontal rebar@ 12" o.c. 14. Asphalt Shingles, Sheet A-3.1, Elevations: Elevation calls for 'class A' asphalt shingles. 15. Attic Access: Two attic access openings have been added to the second floor plan, one in Hall #1 and one in unit 2; see sheet A-2.1. 16. Exit Locations: Per our discussion of July 19, 1996 this requirement is waived. 17. Exit Door Hardware: A note has been added to the door notes; see sheet A-5.1, door note # 5. 18. Landings at Exit Doors: A note has been added to the plan notes; see sheet A-2.1, plan note 5. 19. Exit Door Landing Height: This condition was detailed; see details 5 & 2/A5.1. 20. Hall #1 Wall Construction: See items 3.d. and 3.e. of this letter. 21. Fire Rated Doors: A note has been added to the door notes; see sheet A-5.1, door note # 6. 22. Exit Illumination: Shown on Sheet E 1.1, fixture Type X-1. See also attached fixture cut for these fixtures. 23. Exit Signs: Shown on Sheet E 1.1, fixture Type X. See also attached fixture cut for these fixtures. 24. Electrical Schedule: See attached electrical schedule. 25. Recessed Lights: There are no recessed lights in the fire rated floor assembly. A note has been added to Sheet E-1.1. 26. Window Dimension: The window dimension of window 4 has been clarified; see sheet A-5.2. Permit No. 96-2084 August 19, 1996 35. The building as designed complies with Washington State Energy Code. a. The window area of window 3 has been corrected b. The glazed percentage has been corrected. Note that the glazed area of exterior doors is required to be included in the glazing calculations per Section 602. 7.1 of the Washington State Energy Code. To be on the conservative side we typically include the entire area of the door in our calculations. This is how we have done our calculations for this project. C. The exterior walls of Storage #2 have been changed; they are now typical exterior walls, with R-19 insulation. This allows the slab to be continuous between storage room #2 and the toilet room, as it is insulated at the perimeter per detail 3/A4.1. d. All habitable rooms have window ports (integrated in the window assemblies); These were shown on the exterior elevations with a dashed line. This was noted on the south elevation of sheet A-3.1 for typical indication. SITE CIVIL DATA 1 . Water Line in Alley: We were told by Terry Castle in February 1995 that the City was planning to provide a new 12" water line in the alley and that Family Counseling Service would be responsible for approximately 30% of the cost of this new line. We have confirmed this understanding with Terry Castle in a recent phone conversation. Please clarify the Owner's exact shared costs and how they will be contracted. 2. O.S. & Y. Values: See attached letter from AKB Engineers. 3. Meter Location: See attached letter from AKB Engineers. 4. Water Service: Type K Copper service line noted, see sheet C-3 and attached letter from AKB Engineers. 5. Fire Hydrant: A new fire hydrant is shown on Sheet C-3. We were told by Terry Castle in February 1995 that Family Counseling Service would be responsible for installing and participating in the cost of this new hydrant. We have confirmed this understanding with Terry Castle in a recent phone conversation. Please clarify the Owner's exact shared costs and how they will be contracted. Note that this fire hydrant is shown on the corner of Burke and Newberry (not Manhatten as noted in the corrections). Terry Castle noted that this work is part of the water main extension. 6. Alley Pavement: We were told by Ed McMillian in February of 1995 that Family Counseling Service's contribution to paving the alley would be for the frontage of the site itself. Please clarify the Owner's responsibility and how the shared costs will be allocated and contracted. Permit No. 96-2084 August 19, 1996 7. Infiltration Trench: See attached letter from AKB Engineers. 8. PVC pipe is noted in lieu of CMP on Sheet C-2. See attached letter from AKB Engineers. 9. Pavement Section: See attached letter from AKB Engineers. Thank you for your review. Sincerely, cc: Chris Jowell, Family Counseling Service Tim Gerstmann, Common Ground CIVIL• STRUCTURAL• TRANSPORTATION \ I ~ V ~ , \ " 11/ ENGINEERS, INC. August 16, 1996 GLEASON & ASSOCIATES 2013 Fourth A venue, #403 Seattle, WA 98121 RE: Family Counseling Services. Arlington. Washington- Responses to review comments Proiect No.: 96044 Dear Mr. Tucker: Thank you for coordinating and forwarding the review comments to me. Having carefully considered the contents, I wish to respond to them in the following manner. City of Arlington review comments 1. It is my understanding that the city proposes to construct a 12" watermain along the alley and along N a'> Newberry street. Apparently, this loop is proposed to improve the water distribution and supply in the I.fl M vicinity. The cost of extension of the watermain will mostly be borne by the city, the owner will bear ....... I only a fair and proportionate cost of the watermain. Therefore, a 12 inch watermain is depicted along s:t' ....... the indicated streets and a note regarding the cost to the owner is included per our discussion. "° I 0 N 2. The 0. S. & Y. valves will be integral with the Double Detector Check Valve Assembly to be located within the building. A City of Arlington detail for the DDCV A is included on sheet C-5 as requested. 3. The water meter location shown is revised to be at the alley just ouside the property line. A note will be added to set the meter box at the final grade prior to occupancy of the building. 4. The water service will be called out on the drawing as copper tubing type K. 5. An additional fire hydrant is required by this comment. Therefore one is indicated on the north side of Burke A venue at Newberry Street along with the corresponding watermain extension. The respose to comment no. 1 applies here regarding the cost. 6. The alley behind the project site between Broadway Street and Newberry Street will be paved full width by the City. The response to comment no. 1 applies here regarding the cost. ,- 7. Filter fabric Mirafi 140N envelop is specified around the infiltration trench as required. 0 N ~ 8. The perforated pipe in the trench is revised from CMP to a PVC pipe as required. ::i <./) 9. In accordance with the geotechnical recommendations, all areas to be paved will be underlain with a z L.LJ minimum of 4 inch thick layer of crushed rock base course compacted to minimum 95 % of the Q.) maximum density. ::i C Q.) ~ ...c ....., 0 s::t ,- I 1.1") I'--. co Berryman & Henigar review comments 1. The drainage calculations are revised to comply with the requirements of sections III-3.4 and III-3.6.4 of the Stormwater Management Manual for the Puget Sound Basin. 2. An expanded and detailed drainage calculation report is attached as required. 3. Oil/water separator Tee's are included at the enlarged catch basin at the infiltration system inlet for treatment as required. Please see detail on sheet C-4. 4. The Geotechnical report is attached as required. 5. The Siltattion Fence detail included on sheet C-4 is replaced with the city standard detail as required. 6. Please note that three copies of the submittal package are required. We believe the above responses adequately address the review comments. If you have any comments or questions, please call me. Sincerely, AKB Engineers, Inc. Shailesh Tatu, P.E. Associate ENGINEERS, INC. ,! " -- -----------· , .. ·•·•········ .. ·----··\···-···· . .... ····· - ·--··-···· ···-··· -·-·----·-····· ···--------- --·-· ···-· ·····•·-·····-··•-·-··--·---··-----·---·---·----------I -Z'Z--3 ..•. ~~ ·~~~.,. - kR.-tAJJGt-rotJ . .. W/lr ' . . -·· -- . -- •. ··--··--------··------------- -- ------·· - ···- ---·---·-·-·-···---- .------------ --· --···--------···· -·--·----------···------··-·--------- ----. ------- ---··-•--·-···------------------- .... rt~ . J'1=t.& . ,~o~-=- .. ;2-r. • @~F- .. -J~t?t\HLNC:J._ ~. _: ·-················ _ . -··-····•· ···-····--······-·-···--·--···--···- z.r - '4Jo UA:'IZ ~HI~ FO. - · FO<JNt>,\11 o,-;r5 . vT- LA?rE:.~ .. NJ~?(~ ....... · .i.. .:. -1"8'"9' .. . . · ·· ··· · ·· · · ·· ··· · · - · I exPrREs 4/29r: -T , ·-----·; -•--- ----··· .· 1 ·----:- ,-7--=-~~-~Ni--1H2;-'.. +.:i1G~Syr···•·-,-·'··-.·•:••-·· -----:--'---'-· ...... ------- .. - •... -· ..... - ... t-:~ .... ' .. -r .. 1--:- ... · . project date pro]. no. design sheet · 1925 Post Alley ■Seattle. WA 98101 ■Phone (206) 443-6212 ■Fax (206) 443-4870 l!3.···._,?..,__ A,'.2-?'_··_ ····· __ ·_. _ (JJ-=- , 5k ~/- M>J,TJ Fi:ti: - - ··------ --- . ----_- ·:·- --, -- -- ·--~---:------- · -----~ --~-p: -- Fr~-------- ----(?)~x o .. w ,-----~-'-'--- ----- ..... ·---- •·····----- U] ~ f/2Ati(IJ4 ~- flltN·_ :: . .. - .. ru . - . - - . - - - - - l.-tve:.- ~ = ~- P5-F . ~-- .Lmtz7. - !'? .. f>:zF ·-·------·------- fl .i.,-;_ G,,15' ~ ~ r;c,orlf- . H =- -; ,4-'7 ~ \Z-- ~ '2 I I I?~ . ···· (z-)~JUZ -···· - ·· V 'C' J. -~?I=-~ . -- .. · __ · . __ ·_ - -·. - --- ·· ·_ -·-·---· -·- -·-- - -- -·--·--- ·-- - -· --- ----- -------- .. , fi,z-[ . . ~- :.4,S' : .. ~; ft, "Off-'=. ···_· ···- _ M ~ l,l.,1_PT1<- .. f~~i;.12>~~ -_·· _ - - \/~T;J~l~ : ---~- L_i-~;~ r---·····:· .IY::lL.6t ·ff;·i=_· .. - . -·· . . --~-- ·_g:~_1;1_~-~: .. : .. -Y<•~?~--•--z~)~~~t: :- --········-·······-----····- ..•.. ; ~ :. ;. ·•····· ... L ...... , ............•...• ' --~ .:.J_·-;.~~~•-- ~~_.7i ~fr_ . L . . T . -· ~---z_;g~-- '. - - (L '-.: 1 ·; ~'---,tt-_· ·-----~--~~--,---,---~--,--~-~--,---1 7--17-1~ '17CV{- fO project date proj. no. Swenson Say Faget g:f-\ design sheet A Structural Engineering Corporation - 1925 Post Alley • Seattle, WA 98101 • Phone (206) 443-6212 • Fax (206) 443-4870 ; .. ~~ ~'2- ~ ' ' -sea fVr>.J 1->0TE- I ~ I v~ @ --·--------·------- ~ ~ l ½ill ·---·· . ---- I,d l i .. ' ' 1\ ! . ~~------..;-- -__::-_ -_ - ...., i ! ------·- ! ! ' ~rn--- . L. ~: --,- •· . . -··--,- -- . . ' • ••••- .. •••••••••••-••-••••-•• •• ... ••••• ••~•••••-•••-•••••••-••rn•••• ••-•••••• • •- •••-• •••• ••--••••-•••••-••--•~• ,•• •- -···· ·-·· ······- --··· -----------· .. . I~ ~~tlt~!"~~~ii~iii:~~· ·····~··· --, ...... ···':··--· ... -·-:-·· ·:-···.-····:·· 117c%>\-I 0 project pro], no. Swenson Say Fagin :z:e: I design sheet A Structural Engineering Corporation · 1925 Post Alley • Seattle, WA 98101 • Phone (206) 443-6212 • Fax (206) 443-4870 r:~~1 !!] :. .c:»: :w:= ... ;8f p/f '!TI .. _/,,_::_ ~,_15__'_ ·-·w-~_-r3/7Jff_.-···---·· ··----- --·-·-~~~4-09 rifi. · ·-~-~-=-~o~~·--- M ..... ;i,3~ f?.--i.. t.4-t 1c.. · v ._ 1,0'l~ n\ \~/+x ·n11s ,;,vc {z)-i-><1 o "'Z I \ 1 )..,-=. 4',.fj___ w -=-:._,!J-_17_()fft .. ·- .. - ······-·· ..... ,;i::;,' k -- r ,J 1' PT1(.. f-- 1.0 r"- '< ~. ,1k. {7-)"h:0 ·- . &J.71 I ~· ·-:f·:;:7, i:; L-~·-· ·iAr~ .;97~F---·-.··- ······--·.-:··- -- ~t;=l~.-Z(p .. ·. H ·~ ~.g-z-m· .. ·.······ •·~····g.:;:. 3~&,t.~·· .... ··.·· .............. I, e.c,,• . (-z-)1~~x\l..,IS L •. \ft_:., t,f!>, @_ ..L-=- 77' ~ =- .97 /A.I M-= I , CJ't t_..,,(;. (2 ~ .1. f-& k .-t XU, • l .. . .... .. .. ... . :. · .... 1 .. •• , ••••••••• , ••.•.•••• c ..••. -·- ····-··· -~-- -- •..••...•.•. - ···•· -·-···-··- · : -· : ...•. ·--·· - ··-··-- ····· . . ; . ........ , ... · . . . .. -~-. ·- -······-· ·-- : . '11;001- (0 project date proj. no. JJ IC-,; 'yf., --z_ design sheet · 1925 Post Alley • Seattle, WA 98101 • Phone (206) 443-6212 • Fax (206) 443-4870 .... ·-· -·· ·····-·...----....--- ...... - --·············· ·········-·-··--·-···---··-··-·-·--··-·-······ ------· ·-···-····--·----·-----· --- . ! ' Ii~ i -- ·- - ' ' _,._ . . --- - ----•···· .. - -- - - - -- ·-- --- . -- ---- - .. '! -~-~ I - --- --··· ---- - ... - -·------ -- . - --- --------- --- ----- . ·- ·-···-- ---- . --·---··- .. -- ~- -- -------- ---- ----- -·---·------- --------- -- ----------- -------------- · · · -~--~----l~ __ P_Lt+N_El ~ ~,t.,,. ~,,rJ~_ ... 1-:72<?.f5F (f"ef~, e,C( /J~ -C-OJV~ ll-l!o -"l?) .0<..-0H/\..l ~,_n;,;,. ... @. . f' ~- ? •. c.4 ~ .. = . !F= 9.f'J. . 14!'.J~(~_;!--_ei_:~. ~~r:: --~ .. J?t~~:7-:¥:-. --~- _z,' ~--· .... @ f =- Co, '?4-k.. At-.1N :. 2 .7 ¢ U7!;.. -z' ~r;. lfll ··-w =- ·cG&etp,tf.-_ --· - rclLvi,ve:=: oi<-= --- ·· __ - --·- .. - -- ----------- .. r·· .............. ,. -~ .. •·····• ·•·•· . ··········•····•·•·· . ---··· .. ----------------- -- ~ v..1 -:"'.:° t7,oo,rf _ :__ : : .. , 1rfil W ~- 14-06 rff --~--~--- :Li . ' . ' J::;,-t 9 ,q cP ~17001- fo SWenson Say Faget date µ{ c.,, pB?ro], no. -1 design sheet A Structural Engineering Corporation · 1925 Post Alley ■Seattle, WA 98101 • Phone (206) 443-6212 • .fax (206) 443-4870 - . .. . -· . TW/1-)1'.) L. g,_~Hftl .. ---·~~~. ·~--·---··- 0 ,.,.-r ···- ... - .. .._.__ _ __;.,:;_..;_._-'--"'-'=-"-..u•······-·-·---•·········-··-··--· -·•-····. -······-··---···--·········------------ . w f2d,-p: ·~('· ~-·t~,;. 13;s::;,') ~{Bb:.C \(;-'7) ··•-•· .. ··- . ··- ·- .. . .. .. .. ·-·······-· ·-----·-·· - ----··-··--·· - 1~-i- ~f- ~ ~ ~· ~-::- {4-~1°3t?')T{4-,7?J'l~.,') ~1nr11- UtJE. '3 .. iz.w;_ (p. __ _ V =c O, \"3/.7'? _W _ -·-··· ···-···· .. . -· . . ~· ~.-=--ZZ-fA.1] .. ·.PL-~. f5f?'f:+. 7t'-7f'(~~ll1~c;\ . :.Z,~~. -···-·----·-· VJ=t:jOI::.·'···.·-.· .... ··. ···--·----·-··---·- ·-·-·· ·--·----- --- I . 5r~ .. . . . t'···-·f··i··· f······-··· .. ~ ·-····-· ··-. _ . ...• -·· .• ···- ······• ····-·· ·•···••·--· ··-·· ··--···t····· . _ii~fI"i"l•~?····.·• t··•••··•••·•••··••·••··•·· ·····~•-········_····_·· ··_·~-==-·-···-_::_ .. ·:::~·.:·:~·.::: .. ··.· :.::_·:·:.:~::·~rJ~::&.~~<-···.-i~:;i,~i:;~;i~i; • : mf"?T~~rnot-J: :· :. ; ~· .. \.+ .... " ·:· : ~. -$_ \I_ •••• I ·i ~-1~ ... q~ '17CVI- lo project date proj. no. \ Niu L,1""" ... - design sheet · 1925 Post Alley ■Seattle, WA 98101 • Phone (206) 443•6212 • Fax (206) 443·4870 ~ ---- .... ·-··i ------- --~ 1:1;) -·- --------·--- -- ------- ---- ---------- (£)-f- j I II' .. -- .. ; II I . -, 14 Z'f.?1 i 8.'?' 1-. (4z') _ ® V:: 7 ,sec, k ~.- -zz.,' - eo :. l~f lf- _ "t, ~ 170 ff+ -S,t.<J I __ t,jo tt0 · W ~ (.,, ,"3S 1,:.. - •- -- @ \J =-?•ll ~h cc ~i' 'V~.t0,'2-\:;.. __ ~-~~~ _d~ff1~_ --- ------- - --~~11'-f ff+--· 40 r· /·-~t,J?;. -~ t /JO tf'YJ {J)(@ \J-=- :;,, I~ .t£-'w-=- z:~• __ : _-- - . : . -v-: ~ Z.Z-( fl f -~ l,iJ I - ~ :r;w'2.. .... -- e) V =:-. k I "JA5 lj_ ~ "!iv ~r~ . . . .. . . _ __ _ __ _ +;,-;,_~ .l-~-~~--=-=-:~5-~ ~-- _:____ - -~-:- -~--=-:--.- _ -:v- -: , v:5jf 1 _ _ ~r1-.-~vJ7c:;s,-r c;- -------- ------- .. ~!~ V ;:;~)i~,Zt~•s·~t .... -----~--~--~-~--J-~~ -;0'7t>~- .. ~ ---- -~-- . ···· ! .. , .. _ .. ................ • ' ... 5-19 -Cf(,. :l!?Cbl-1 o project date pro]. no. Swenson Say Faget fJ/C- Lt'V design sheet A Structural Engineering Corporation · 1925 Post Alley • Seattle. WA 98101 ■Phone (206) 443-6212 • Fax (206) 443-4870 ... ·-·----------' ·===v-I -::~ ~ "! I/ 3 ::> ·--·-·--•--l-;-- -··-- --·--····· -:: -l.. I: ~- I - I_" , ~ 1' i 0- -\ ,aQ <SI , ts\ N ~ - 3 ~ .. ...S i _-: II 37 \t. ,t / 3 > - ~ "" ~~ . .. . . . J!=:=;:..:=a...··--··_-··_·····_-·_··· _ _..:,;:::;. ··-==--::..--:=a·~.Y·.~-·--i~ -~ t - --··_·· ~--,f- @-- b It' II' l ~ ; 'Zr-i o 'fu:t9l<.. Pt Mff - ¥-£l1 · f ~ · · ·· -···· · - -- ·- v-= f;(prrl-z J ~\ f ..... ~q.ej (J) vJ;:, .n4+ ! , 4"7 ~ L,G,B ls:- V ~ ,174+-Z,~z..~ Z,~1k £w;J0'.-v;.'J-f7ff/.-.~. . . . .. . . . .. rH1': 'Z 'i,; ~- . 8'7" (.., =ffl).M . - -- . ---··· ···- . ------- ------·-··-·- ---------·- ---------------------· - ---------------~ ----. ·.@ V ==-· 2 ,r:,c,,.;_ --i,-,~ ·:.-11.in k. . tw ::. Ii . .; I .,, ... '4-"5f '"'·· ... ·- .. . . . .. · -···········~2- n1t1~·-5.&,.,gs,Pt.. .. ,1t0&1r .. • ~® Vi-1,"i~ +: 2A:•f .,; ~.ii1e:··.:•· .. , ·•··· ·•···· -··· ·-···· ----- --· ·-··· ·--•- -- ; . · ·· ····~,..!(.,,re,' ,r ... -:S(t,flf "'>WZ.. - --~·~~--~~~~;:~:~•~,:~~~~- -, -· - :: .. (~r::-w~(Q:~~lJ-=-~ 7 ..... : V= .. ~~i-1i~-' c,.r·~ 2 ,94 ~ · .. ·· ••·•···• :~.-~~~~~ :~~ -£-z/J' .. -r, "'.: 'l e,1tl .. ~(.()·~· .. .. . ·.· rv-~«J6fft ~tA.i4-- ··········•Btv. -i~~~:9'?~~ J-10-U. ····•· ···- ···· . ·-.-·•········•·· .. ~=~-~~.~ ~ ;~.5 . ~~•·• ~ -·•··• .•.. · ~rf). - ·w=:~~.~.~~·ii~~~~, ~ .~~ .. ~~p,r. ~~w;·•·· .. •··.·•;-~-~· · ·· v~. 3,.1?ti.. ~ ~ '3,.-P ~ v, ~.~ ·.·.•· .. no ~A, 5- 18-'?~ date proj. no. Swenson Say Fag1U t.Jlv LT-°? design sheet A Structural Engineering Corporation · 1925 Post Alley • Seattle. WA 98101 • Phone (206) 443-6212 • Fax (206) 443-48i0 City of Arlington Fax:360-435-3906 Jun 3 '96 11:29 P.02 ClTY ,.JF ARLINGTON DEPT. OF COMMUNITY DBVBLOPMBNT 238 N OLYMPIC ARLINGTON, WA 98223 Phone! 435-0724 P11,c. 435-3906 1991 WASHINGTON STATE ENERGY CODE RESIDENTIAL COMPLIANCE FORM AND CHECKLIST c;hftrler (I, r~•ctlf11lve Oy,llon■lb• All tt .. \demlal o"""l'AIICIH Heat ftc:,n~et <J•"· OU, rn,r,•no,, Wond, or Heal r\fmp PROJBCT ADDRBSS z ~ "? -iP u (?!. \:-:- E: A" E: N VE- ltOMBOWNBR NAME(S) FAM I 1..--y C,OLJ N ~ l'::= L-,) N (:, ~~ l?-"'-1 J ~E. PREPARED BY &1.-e;A:'?ON 4- frt:;?~oc;; tbT~, Atzul-:\: 17:1::;c.q:-'?, p:e;, PROPOSED lib&crrfllC' HBAT sou1tca: (a-■, ..... rr(,r~nc. clc.) _..,G~A-..__.._'?__,_ _ JIOW TO COMPLETE TIIIS FORM 1t1.11ructlott.r.:. l) Sh11ded 11n11111 are for omce ""e •>nly. 2) In TRbt .. G-2 below, <::lllr.,fully ,..,vJew tlrt!I rec111ln1111.,nts of Mt!h option. Chon11e "" oplion thftt bCAt eull11 your dwelllna desian 11nd Int.lie,.,., wilh II check "'"rlc (✓) in th,e 11pr,ror,ri11te elr·cle. 0111,:lng perce11111ae (•nnount Qr shnr,lna 11r~ dlvidc,d by he111ed nO()r 11~11) tyrlc:■lly delormlne1t which option to chom,e. Your bulldlna must m■lch the 11.,lectcd opllon requlren,.'"lff wllh<>ul eJtceplions or substitution"• '.J) In 11,,e non-•haded 11nu111 on lhe r11gea th111l follow, rn11ke II check m11rk In the clrcl" next to the requtrernent th11t Mt,pllea lo ynur bulleting tyre nnd/or option. Ol11rea11nl comronent11 or equipment which do not 11rply Co your pt-oject. Tahl• e-a or WSHC cnoosa oNB OPT I or-r OPT J OPT 4 OPT 5 OrT6 OPT +<7 orTION 0 0 0 ~ 0 0 0 HVAC APUEl ~ .78 2.78 ~.88 ~.78 .!!:.74 ~.78 ;;;i: .78 Gl11:dn,r ma:.:: 10% 129G 21 '.II'. 21 ~ 2 l 9' 25" 30~ % of /rarrt«/ floor 0.70 0,65 0.7S 0.6.5 0.60 0.50 0.45 (fr,f{'f U-wrlutr Poor . - U-vnlue 0.40 0.<10 0.40 0.40 0.40 0.40 0.40 (.T?,-•--ofr1,e) (R-2 . .5) (R-2, 5) (R-2.5) (R-2.5) (R-2.5) (R-2.5) (.R-2.5) Celllng11r wlt/r nttlc., R-30 R-30 n-ao R-30 R-30 R-38 R-30 vault ed R-30 R-30 R-30 R-30 R-30 lt-30 R-30 Wnlls: nb o ve g,-nrlt!! R-15 R-15 R-19 R.-19 R-19 R-19 R-19 below gtvr<ft! ,,,,-erfor R-15 R-15 R-19 R-19 R-19 R-19 R-19 or exrerlor R-10 R-10 n-ro R-10 R-10 R-10 R·IO Floor R-J9 R-19 R-19 .R· 19 R-19 R-25 ll-2.!i Sl"h 0,1 gntde R-10 ll.-10 R-10 R-10 R-10 R-10 R-10 2. 2 stonea l IIVAC AF'US: . tteAUng, Venlll11hon ,mil Air- Con<lrhonmg, A11nu11l l"ucnJTif1znt1on R11ting, to Ifie ene.-gy efficiency percent1111e of the he11tlng unit. ,EIVED U-VALUS: Rate or he11t tnm11fer (th., 11maller the number the higher the quftlily). R-VALUB: R11te of rt:lli11l1111ce (lhe l11rger tlu, rmmher the hi3her the qu11lily). ":2," SYMBOL: Mora llum or e.qu11I lo. AU3 2 2 1996 •~• SYMBOL: Mea= •~ thnn or equAI lo. CITY OF ARLINGTON 9& -- ;)03'-f .iun ..:i ·':::lo 11 :.:,u P.03 ·...i --·. . ., --·----- - _ __.... , 1991 V.. HINGTON STATE ENERL CODE . RESIDENTIAL COMPLIANCB·FORM AND CHECKLIST , ,; 1 IMPORT ANT! Sufll'IY informallc:11, In the non-shaded area■by checking approprhtle olrclee. Dlsre11anl torlca that do not d"8Cribe your· building or equipment. .Q.Q liQ1: 171.-<>o check rnarb In the two ten <:mlumns. FOUNQATION PHASE D D J. S111h Insulation (WSEC, Tnble .:J-1, <J-2) 1d1RII be R-10 11nd located on Iha: OR 0 Jnt-lor, e~tendlng downward from th,:, top of slab $Urfaco to the slab under surface 11nd horizonl111ly tmder the slab for "' 101111 dinll'"ce of Z4 •, or 24" vetllc11l1y. D D 2. Below Gll'"Slde cot1crete or tUIUltmry w11II lnsulntlon (WSEC 502. J. 4. JO) 11h111! be. foll depth And lo~tf>.l! on either: (Mny b-, ln!lpeclcJ 11l lhe in1mh1tlon rht1iu:,,) 0 Exterior 11nd ntle<l 'R-10 0 R 0 .Interior (rer..,r to lmmlntion ph111n!I llen1- lf4 for re.iulremente). D D 3. Thermal br.,-.k(l'I) tih"ll he pl Reed In the "lttb (WSEC .:502. J. -'· 8, 201-Hulldlng EIIW!lop<t) bel'W<!lefl the hcate,J ■nd unh..,.ted "1'"~ checked below """ """" extend fron, the lop of lhe 11l111b to lhe bollom, then undem-th toward the he11tec.l l!pilCe " length of 24 ". 0 Dwelling/Unhe11led GArnge O D~lllng/UnhtOAlt><l SpRce □ D 4. R1111don mitlR11tlonsy11te.n (VJAQ S02.l.2) Rh,1111 be ln11h1lled ifom, of lho following ie check.,rJ (Noto: Sy11t11n1 de,n;n shnll be shown on pi1uu1.) 0 f'nund11tlon vent" 11re clofl1tl,lo O Un<lor noor 11ier.u111 ttcl11 iu irupply or return 11ir tluct FRAMING PHASE D I. NOTB: All l'!lructurn.l pn11el11 11uch 1111 plywoo<l, r,ttrticlo bo11nJ, vvAfef' bo.-rd, ""d orlente<l ,.,,.,ntl tx,,.rd ,.1,,.11 be lebeled "EXPOSURB I", "EXTERIOR", or "HUD-/\PPROV6D". (VIAQ ,(00./} □ D 2. GJ117Jng U-Vnlue (efficiency) r~1uircd under the iJelecte<l option (WSEC :502. J, 5 rt/Id WSEC 602. 7, 2) Rhall l,o: 0 U.70 (Option I) ~ U.<,5 (Oplion 2, 4) 0 U.7:5 (Oplion 3) 0 U.60 (Optlnn 5) Q U,50 (Option <'i) 0 U.4.'.I' (Option 7) NOTE: Wl11.Jow,. mu,,t h11ve mAnufRctllrer'" 1,.i-,.,1 Identifying U-V!llue for ln1<pectlo1t. D D 3. Gh17Jng/SkyllRht, by type M.nuO.olu,....r WltHfoW Typo Mo<l•I I Jlow M•11y ~17.e """· U-V•Jue )'\I~ t7. l-L ( 70 ... F', '210 . "7 t7. I+. I\ ~ 7,f, --q·~ &!:? 7L--lt?~ I 4-l ~. r. ~1- ,b? t?. f-t. 4 '20 ~-f. t;o . (o';l ,)/ t7. i+. '2 I '7 ?- F: o/0 vS> (,'l../>,.Z-~ J?vvl"-" _,,. z ~l '?• f"'. 4Z TOTAL OLAZING ARB/\ (•dd en<lro cnlnn,n) ~ ?t> "7 Note: Single (.JIA7.lllg ,.h,.11 no( exceed 111ore 11,,.n l 11:, helnre do1il,lr11 g riVS~c 602. 7. 2). Un 10,.tcd gf,.,..ing ~lrnll comply with WSeC !006 n11ri WSIJ:C 50:l. / . .:5. I /f4. D □ 4. Maximum allowed ijlB7.ing R~R (WSEC 602. 7.1) I~ derived by IRkin111, the tot11I ~u11ro f...,t of gl11,dn1i u,,,., <ilvl<led hy the lo<"'I l,e,.lcd noor :,re,,, M11ltiply lhl11 nmuher by 100. TI,l,. v11lue c,onnot oxcce<l lhe ninxl111uu1 11lloun,ble glA7,i11,; l"'rcen<,.ge of your Meleclc<l option. Sq. Et. _?~, 1.:....7:...Jlc..._""'Sg,._.,.....;[Ju..,,. X ! 00 ~-?1.010 --t (TotRI gl,.:unii Arefl) (Tot"I l,.,..tcd noor Arc.R) (Gin.Ing Percent11ge) 0 10% (Op(ion I) 0 12?{, (Optlnn 2) ~ 21 % (Option J, -~. &. 5 0 25 % (Ort ion o) 0 JO% (Option 7) ,..,,... l . IS.-. ~I o ... 011. r.,,-~ .,,,,_..,. .- llr-M ~, 11 :31 P.04 ~1t~ ot Hr11ngton Fax:~60-435-3906 Jun 3 '96 1991 w: ..... JHINGTON"STATE ENERG")CODE RESIDENTIAL COMPLIANCE FORM AND CHECKLIST .IMl'ORTJ\NT: S11p1,ly l11fonn11lion In the mm-shgs,IQ<l 11r1111111 by cheQklng 11pproprl,-lc clrclt18, Dl11.-eg11.rd topiew th11t do not dlSll<!rlbe your bui'l<llng or equipment. .Q.Q H.Q:I pl•ce ehoeick lh■rki, in the two le_n colu111i111, D D D D 8. 6xh11ui,l ventilRllon (VJ/\Q 302) ,.1,,.11 he provided for e11()h <.lwellit15 "" follows Locatfon Minimum 111 (.2, WO) M11nuf11clurer/Mo<lel F11n Label CFM (.I WO) Kllclten P,m 100 CPM f,a)k..J/ A;O 000 1.00 B11throon, F■n SO Ct'M ?=>!20,,\-N /?,,-qo 0, t? Bfllhroom Fan 50 CPM 811Chroom 1711n 50 Cf'M Lnundry Roo1n 50 CFM ~o~/~ --1-z.o 1-io ~ 50 Cf'M ( 1-2 bedrn,,.) ~A 1\t ~OM C\O Whole f lou11e P1>.11 (chon1<e one) 0 80 CPM (3 bedrnll'I) 0 100 Cl"'M {4 be,frma) rY•L•• . - .. Whole house fan; Loc11tion: -'-t"i_,.__;h<(.....,_~'-'-'--.-'-C.'{;J_M_..,;~'-'f'--~-'-'-C/=-'-""""l+.,_,...t/_,_t-l_~f------------- Sonc rRling: _..._, ;...• ~lz'--- (M,n,ill m 1 . .5 if fnn ill inl!llllle<l closer lh>ln 4' to the ceiling), Ir the 11pot fan ia <le11lgm,te<l !IA ,1,., wlwle hoU!lt, fnn (Rnd ln11l1<lle<l for tum-conlinnou11 u11e), the cRpRcity 11h11il he !he lnrger CPM requirement of those note<.! ,.(loves. (Smnller CJTM 111 111lowed for whole house fan r<et up for oonttnuous <>per,.lion: kitchen rRle - 2.5 CPM, b11th or lnundry rnle - 20 Cf'M.) H whole lrouae r,111 i11 in11tnlle<J lo run conllnumu,ly, the fAn nwitch abRII n2.t 1,., rendlly nc<:e1111lhle lo tha occ11pnnt (VIAQ 302.3). Whole houne flln ;,. Jit'te<l/lRbele<l "for conlinuoull use " (requin,d). 0 Whole houne in11t>1lle<l for conllnun1111 uee OR ~ Who!., hou1<e fRn wiring for control i,. routed fn centrn! locAfion (dehu1nldil1lnt. or clock timer") □ □ 9. Fresh nlr (VIAQ 302, 6. 2) i:1,,.11 be provided for each uwelling 11nH 11s folfows: r EAch bedroom: Tenled, 11creened, cnntrollnl,le, throngh•W•tll (~ ,i liq, in.) to tl10 e><lerior. ~ E,,ch recre11tion room/other cloned h1<bit11ble rooms: One w11II porl for e11ch toorn "" specified for I bedroom,., L OverRII llvlnii nren: One w11II port 1111 "l'"ctnw for hedrooma. OR 0 Conlr■I forced "Ir fumRce which doliver1J oull'lhJe rnnke-~•p ,air thn,ugh lhe ducting 11y11lem. (lf this method is chosen, sec item N 10 ~low for re'luiremet1t11.) □ □ 10. Jnt~t"•led forced-Air furnnce -,,enlllRUon fra..h Air l!Upply [V!AQ JOJ. J. 2(b)j will be lm1lnlled ouch lh11t ,. G" dlameler oulsid .. nir Inlet duct with II d11mper :,hRII run fro1n the building exterior to the fumRco return plenum. The inetRlled 11y11Cen1 ,.h■II be lestecJ, 11nd the de11npei- ndju11ted ,mtl limited lo provide from . 35 to .SU 11ir changes per llouL The inRIAlling conlrnc1or slu~II certify the te,il 11nd ,ulju11tmenls in wrillng to Bnilr.ling □ Servi<les ~ rin11l im,pectlon. r._. l . n ... :'lnuro1111 CU•"• ON. rPVf'""-• w"'°"• _, U.ul ~I Lit~ or Hr11ngton Fax:360-435-3906 Jun 3 '96 11:33 P.05 ., - . 1991 ~~----·JHlNO'i~ON .. STA;~ EN·~·;:~-~ODE RESIDENTIAL COMPLIANCE FORM AND CHECKLIST IMPORTANT: Surrly lnforn,ntlon In the non-th■dcd 11~-.r bf chec:king npproprl11te c1...,,.,.._ Dh1re511rd toplC8 ll111t do not de9Crlbe your building nr equipment. 12.Q. H.QI t>l■ca check nuarb In th11 lw-o len column•. FRAMING PllASE (continued) D D 12. )tN,.,,.,red llfihtlnA riHhtire!I (WSHC ~02. ;f. ,f) ,.1,,.11 aomrly wllh 011e or tnon, or lhe following: 0 IC nitc<l, no 1110111 or holes in c11n", Cflulked or $Clllc<l bctwoen c11n 11nd collina, 0 IC rnle<.I wllh h,hcl cer1iryln1 1111 ASTM B283 le11led nir le11k11a11 :!ii. 2.0 Cl:M (Type JC-2) ~ Not npplic11ble, or lights 11re loc11ted fr, 11 00<,r ceillna 111u1en1hl)' which 111 heAleJ 11buve 1md below. Nole: Non JC rnted filllure11 11n, not 11ccepl11hle wl•ere lm1ulation Is required. D D □ □. D □ 3. Wnll!l (incluJing .-Int J<•i11t11) which 11ep11rnle he11tecJ 11p..-ce11 from unhented "PACCl'I shnll ho imml11teJ wlthm1t oontr,r.,.,11ion to (WSEC Tnl,t-, 6-2): 0 R-15 h111t (Optlon11 I, 2) ~ R-19 (Option 3, 4. 5, 6, 7) D D ,t_ r■,toedor below grnde concrete nr tnnsmtr;y ,vttlltt 11hnll be htRlllateJ lo (WSlfC T<Tbl<! 6-2)~ 0 R-IS tu,11 (Options I, 2) 0 R-19 (Option 3, 4, ,, 6, 7) ri D 5. Ple11110 nole tlu,c .skyllRht wnll ln,111l11llnn 11hnll be e<1ulv11lent to required w■II "R" v11IUC8 1111 shown above. L-1 D 6; Pl<e4!11e note th111 nil YnuHed celllnal'I 11h11II be lrn,ulnted without compre1111lon to R-30 (WSEC Tab!« 6-2, nil .,,,,10,u:). D □ 7. Vnpor r@tnrdenr 11hnl1 be lnslnllcJ low11rJ lhe wum 11urf11co 1111 represented below WSEC .5D2. J. 6), Selttt one choice for floors, wnlfl!I ,rnd 11i,propri11le cellinam Ploor11'. <;8> Plywood with exterior glue. 0 B11cke<.{ bRll11. 0 roly plA&llc ( ::.!: 4 mill) Wnll111 ® Face 11h1flled, bncketJ b11H11. 0 l\flprc:,ved ""r>or reluder flRlnt (1.0 perm). 0 Poly pln8Hc ( ~ 4 mill). Cellin11:: @ Not ret!'•ired when, venlll,.11011 t1p11ce aver■ge3 J 1. • nbove lnsul11tlon. 0 F11ce !llnpfed bnckct.l hnt111. 0 Apflroved v111mr rel,uder flRlnt ( 1.0 perm). 0 Poly pl1111tlo (.?: ,,t mill). D D 8. Hentlng systent efflclency "nd ~IP.hlij 11hnll he met as shown below. Cenlrnl rorcetl-Air fumnce APUE rAllng, 1111 ll9tcd In lhe OAMA direclor 11hnll he: ~ ~ .78 (OptiQnPI 1, 2, 4, 6, 7) 0 ~ .88 (Option 3) 0 ~ .74 (Ortion S) UnitSi:z.o (JJTU/f-lR !10 00(7 Dr11nd 7lJ,tl( r)r)J AFUB ~:b1e 1 Note: BTU/HR Input or lhe 11ppllRnce 11111,l1 not a>1.ceed 150% of deslan heat load. (WS£C .503,2.2). □ D 9. Plen1H! note lhnt other comlnll!Clon henth•R nppllnllce!' {wnll hefllers, unit hf!.lller,., el~. (t>r,ncc hf!.llter11 (Reft!t' to WSEC 503.4.3 fm· Citu of Ar_lin_ot_on ___ F---ax-:-360----~- 35-3906 JLln 3 '96 11:3~ P.06 .. _... -· .. _.._.._ ····-----,-,-·-----"--• ..___,,....-; -··• ' ... 1991 W~ .. ..,HINOTON STATE ENERGY CODE RESID_ENTlAL COMPLIANCE FORM AND CHECKLIST FINAL PHASE IMPORTAN't': Supp1y lnform11tlon In the QQJJ-l!IJ•lldsid ilr~" by checking "M'"'f1'l11te olroh,,,. Di1<rag11rd lnJ1lCJ1 tln,l t.ln nol deACdbe your bullc.llna or equipment, DO NOT pl11ee check m11rk11 ln Oto two left column,,. D □ l. ErtTwlope nOffnr 11h11II he lm,urate<.I wlllmul comprernrinr, ■n,J with llllpfk>rl :S: 24' O.C. lo: ~ R-19 (Ortiom, I, 2, :,, 4, 3) 0 R-2..S (Optlon11, 6, 7). 'N, ,/>\, D D 2. Non-T'-UUed 11Hk: teilirtR!'I l!!hRII ~ lr11mlntetl without compr■ll!'llo11 to R-38, ~ R-30 (Opliorta 1,2,3,-1,5,7) Q R-25 Option 6) D □ 3. Pl-.ute note thnt 1!111 e:,r(erlor door& flhRII exceed U-40 (WSEC Tnhl« 10--6). FAMILY COUNSELING SERVICES ARLINGTON, WASHINGTON DRAINAGE REPORT August 16, 1996 Prepared By: Prepared For: AKB Engineers, Inc. Gleason & Associates 875 140th Ave. NE, Suite 201 2013 4th Ave. Suite #403 Bellevue, WA 98005 Seattle, WA 98121 PH: (206) 747-3592 PH: (206) 441-8830 Contact: Mr. Shailesh Tatu, P .E. Contact: Mr. Roger Tucker, A.I.A. Family Couseling Service Drainage Report #96044 SECTION I (Project Overview) AKB Engineers, Inc. c:\civil\96044\reports\drainrpt Family Couseling Service Drainage Report #96044 1.1 GENERAL PROJECT DESCRIPTION The subject property is located at 223 Burke Ave. (near the intersection between Burke Avenue and Newberry Street) in Arlington, Washington. The proposed project area is bounded on the north by a gravel alley roadway, on the west and cast by existing private residences, and on the south by Burke Avenue. Presently, an abandoned existing residence and garage are located along the north portion of the property. In addition, a concrete walk runs north-south through the existing site. A concrete retaining wall parallels the south, and a portion of the west, property line. The sidewalk along Burke Avenue is approximately 2-3 feet higher than existing site grades along the base of the retaining wall. The existing buildings and concrete walk will be demolished upon development of the property. Due to the close proximity of some of the existing trees to the proposed building, they will be removed during construction. The total site area comprises of 0.17 acres (7,500 fr'), The existing on-site topography declines towards the south at an average slope or approximately 2S¼i. The maximum topographic rise throughout the site is on the order of 3 feet (Hi: 106.90' Low: 103.95'). The on-site vegetation consists of primarily grass, with mature deciduous and coniferous trees along the south and southwest portions of the property. Under the proposed project, a rectangular-shaped, two-story building with associated areas for parking and landscaping will be constructed. The subject development will serve to provide assisted living housing. 1.2 EXISTING DRAINAGE CONDITIONS Currently, surface stormwater shcetflows overland towards the south. Since there is no physical hydraulic outlet for the stormwater along the southern portion of the property (i.e. retaining wall), it is anticipated that surface runoff is directly infiltrated into the ground. The geotechnical report prepared by Nelson-Couvrcttc & Associates describe on-site soils consisting of combinations of sand and gravel. Based on soil test pit observations, the ground water elevation was found to be well below surface grades (8 ft.). However, the gcotcchnical report noted that the water table may fluctuate seasonally and may rise higher than observed elevations during the wetter periods of the year due to surface and sub-surface flows. 1.3 PROPOSED DRAINAGE SYSTEM On-site stonnwater infiltration is proposed for the project. The infiltration system (trench) will be located underneath the proposed parking area. The infiltration trench consists of a 12 inch diameter perforated PVC pipe with gravel fill. The surface runoff from all impervious areas within the parking lot will be directed to the trench. In addition, the proposed stormwater drainage system will direct rooftop runoff to the infiltration system. AKB Engineers, Inc. c:\civ i 1\96044 \reports\drainrpt Family Couseling Service Drainage Report #96044 SECTION II (Infiltration System Analysis and Design) AKB Engineers, Inc. c:\civil\96044\reports\drainrpt Family Couseling Service Drainage Report #96044 2.1 INFILTRATION TRENCH SIZING CALCULATIONS The design calculations for the infiltration trench are based on the criterias outlined in a meeting with Mr. Edward McMillan (P.E.), the City of Arlington's Public Works Director, on May 15, 1996. Under Mr. McMillan's direction, the infiltration system was designed to accommodate storms up to the 50-yr/24-hr event. The design parameters are listed below. The supporting calculations are shown in the following pages. A. Tributary area to the infiltration trench a. Impervious areas (i.e. parking, rooftop, etc.): 0.10 acres b. Pervious areas (i.e. lawn, landscaping, etc.): 0.01 acres B. Total storage volume provided for the infiltration system I. Design parameters for infiltration trench volume calculations a. Trench dimensions: • Length (11) = 55 ft • Width (w1) = 3 ft • Depth (d1) = 3 ft • Assume 40% void ratio of the drain rock 2. Design parameters for perforated pipe volume calculations a. Pipe dimensions: • Length (Ip) = 50 ft • Diameter ( d ) = 12 inches 11 3. Design parameters for catch basin volume calculations a. Catch basin dimensions: • Length (le) = 2 ft • Diameter (we)= 2 ft • Depth (de)= 4 ft Total provided vol.= (drain rock vol.)(0.40) = W1)(w1)(d1)(0.40)] = 198.0 ft3 C. Precipitation 1. 50-yr/24-hr design storm event= 3.50 inches D. Design infiltration rate 1. i = 8.27 inches/hr (per geotechnical report prepared by Nelson Couvrette) Therefore fd = 0.5 x 8.27 = 4.14 inches/hr AKB Engineers, Inc. c:\civil\96044\reports\drainrpt Family Couseling Service Drainage Report #96044 SECTION III (Appendix) AKB Engineers, Inc. c :\c iv i 1\96044\reports\drai n rpt Family Couseling Service Drainage Report #96044 Figure 1: Vicinity Map Scale: NTS AKB Engineers, Inc. c:\civil\96044\reports\drainrpt 8/4/96 8:29:40 pm AKB Consulting Engineers page 1 FAMILY COUNSELING SERVICES AKB JOB #96044 50-YR STORM INFILTRATION SYSTEM DESIGN =======================------===-==-=-------------------------------- BASIN RESULT SUMMARY BASIN -----VOLUME---- -RATE- ----TIME----- Hydrograph Area ID ---cf-- Ac-ft --cfs- -min- hours Methodology --Ha- 50DEV 1225 0.03 0.08 4 90 8.17 SCS Method 0 .11 8/4/96 8:29:40 pm AKB Consulting Engineers page 2 FAMILY COUNSELING SERVICES AKB JOB #96044 50-YR STORM INFILTRATION SYSTEM DESIGN -----------------------------===--===---===--======================== DETAIL BASIN SUMMARY BASIN ID: 50DEV NAME: 50-YR STORM, DEVELOPED SITE scs METHODOLOGY TOTAL AREA ... 0.11 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE. TYPElA PERV IMP PRECIPITATION. 3.50 inches AREA. 0.01 Acres 0.10 Acres TIME INTERVAL. 10.00 min CN. 86.00 98.00 TC. 5.00 min 5.00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0.08 cfs VOL: 0.03 Ac-ft TIME: 490 min TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOl'l' IHJNOFI' RUNOFI•' IHJNOFF IHJNOFF IIUNOl;'F (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) ======================================================================================================== 10 310 0.0135 610 0.0200 910 0.0120 1210 0.0090 1510 20 320 0. 0135 620 0.0200 920 0.0120 1220 0.0090 1520 30 330 0. 0135 630 0.0199 930 0.0120 1230 0.0090 1530 40 340 0.0152 640 0.0178 940 0.0120 1240 0.0090 1540 50 350 0.0152 650 0.0178 950 0.0120 1250 0.0090 1550 60 360 0.0152 660 0.0178 960 0.0120 1260 0.0090 1560 70 0.0011 370 0.0168 670 0.0163 970 0. 0112 1270 0.0090 1570 80 0.0011 380 0.0168 680 0.0163 980 0. 0112 1280 0.0090 1580 90 0.0011 390 0.0169 690 0,0163 990 0. 0112 1290 0.0090 1590 100 0.0039 400 0.0199 700 0.0156 1000 0. 0112 1300 0.0090 1600 110 0.0039 410 0.0199 710 0.0156 1010 0. 0112 1310 0.0090 1610 120 0.0039 420 0.0199 720 0.0156 1020 0. 0112 1320 0.0090 1620 130 0.0060 430 0.0244 730 0.0149 1030 0. 0112 1330 0.0090 1630 140 0.0060 440 0.0244 740 0. 014 9 1040 0. 0112 1340 0.0090 1640 150 0.0060 450 0.0244 750 0.0149 1050 0. 0112 1350 0.0090 1650 160 0.0077 460 0.0297 760 0.0141 1060 0.0105 1360 0.0083 1660 170 0.0077 470 0.0297 770 0.0141 1070 0.0105 1370 0.0083 1670 180 0.0077 480 0.0301 780 0.0141 1080 0.0105 1380 0.0083 1680 190 0.0085 490 0.0829 790 0. 0134 1090 0.0105 1390 0.0083 1690 200 0.0085 500 0.0829 800 0. 0134 1100 0.0105 1400 0.0083 1700 210 0.0085 510 0.0826 810 0. 0134 1110 0.0105 1410 0.0083 1710 220 0.0091 520 0. 04 02 820 0. 0134 1120 0.0097 1420 0.0083 1720 230 0.0091 530 0.0402 830 0. 0134 1130 0.0097 1430 0.0083 1730 240 0. 0091 540 0. 04 01 840 0. 0134 1140 0.0097 1440 0.0082 1740 250 0.0102 550 0.0294 850 0.0127 1150 0.0098 1450 1750 260 0.0102 560 0.0294 860 0.0127 1160 0.0098 1460 1760 270 0.0102 570 0.0293 870 0.0127 1170 0.0097 1470 1770 280 0.0118 580 0.0221 880 0.0127 l.180 0.0090 1180 1780 290 0.0118 590 0.0221 890 0.0127 1190 0.0090 14 90 1790 300 0.0118 600 0.0221 900 0.0127 1200 0.0090 1500 1800 8/4/96 8:29:41 pm AKB Consulting Engineers page 3 FAMILY COUNSELING SERVICES AKB JOB #96044 50-YR STORM INFILTRATION SYSTEM DESIGN HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres --------------------------------------------- 1 0.083 490 1225 cf 0.11 10 0.028 480 1225 cf 0.11 11 0.027 580 1225 cf 0.11 8/4/96 8:29:41 pm AKB Consulting Engineers page 4 FAMILY COUNSELING SERVICES AKB JOB #96044 50-YR STORM INFILTRATION SYSTEM DESIGN --------------------------------------------------------------------- DETAIL HYDROGRAPH SUMMARY HYDROGRAPH No. 1 Peak runoff: 0.0829 cfs Total Vol: 0.03 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) ===========================================================================-=========== 10 410 0.0199 810 0. 0134 1210 0.0090 1610 20 420 0.0199 820 0.0134 1220 0.0090 1620 30 430 0.0244 830 0. 0131 1230 0.0090 1630 40 440 0.0244 840 0. 0134 1240 0.0090 1640 50 450 0.0244 850 0.0127 1250 0.0090 1650 60 460 0.0297 860 0.0127 1260 0.0090 l.G60 70 0.0011 470 0. 0297 870 0.0127 1270 0.0090 1670 80 0.0011 480 0.0301 880 0.0127 1280 0.0090 1680 90 0.0011 490 0.0829 890 0.0127 1290 0.0090 1690 100 0.0039 500 0.0829 900 0.0127 1300 0.0090 1700 110 0.0039 510 0.0826 910 0.0120 1310 0.0090 1710 120 0.0039 520 0.0402 920 0.0120 1320 0.0090 1720 130 0.0060 530 0.0402 930 0.0120 1330 0.0090 1730 140 0.0060 540 0.0401 940 0.0120 1340 0.0090 1740 150 0.0060 550 0.0294 950 0.0120 1350 0.0090 1750 160 0.0077 560 0. 02 94 960 0.0120 1360 0.0083 1760 170 0.0077 570 0.0293 970 0. 0112 1370 0.0083 1770 180 0.0077 580 0.0221 980 0. 0112 1380 0.0083 1780 190 0.0085 590 0.0221 990 0. 0112 1390 0.0083 1790 200 0.0085 600 0.0221 1000 0. 0112 14 00 0.0083 1800 210 0.0085 610 0.0200 1010 0. 0112 1410 0.0083 1810 220 0. 0091 620 0.0200 1020 0. 0112 1420 0.0083 1820 230 0. 0091 630 0.0199 1030 0. 0112 1430 0.0083 1830 210 0. 0091 640 0.0178 1040 0. 0112 1140 0.0082 1810 250 0.0102 650 0.0178 1050 0. 0112 14 50 1850 260 0.0102 660 0.0178 1060 0.0105 1460 1860 270 0.0102 670 0.0163 1070 0.0105 1470 lll70 280 0. 0118 680 0.0163 1080 0.0105 1480 1880 290 0.0118 690 0.0163 1090 0.0105 1490 1890 300 0. 0118 700 0.0156 1100 0.0105 1500 1900 310 0. 0135 710 0.0156 1110 0.0105 1510 1910 320 0.0135 720 0.0156 1120 0. 0097 1520 1920 330 0. 0135 730 0. 014 9 1130 0.0097 1530 1930 340 0.0152 740 0.0149 1140 0.0097 1540 1910 350 0.0152 750 0. 014 9 1150 0.0098 1550 1950 360 0.0152 760 0.0141 1160 0.0098 1560 1960 370 0.0168 770 0.0141 1170 0.0097 1570 1970 380 0.0168 780 0. 0141 1180 0.0090 1580 1980 390 0.0169 790 0. 0134 1190 0.0090 1590 1990 100 0.0199 800 0. 0131 1200 0.0090 1600 2000 ) 8/4/96 8:29:41 pm AKB Consulting Engineers page 5 FAMILY COUNSELING SERVICES AKB JOB #96044 50-YR STORM INFILTRATION SYSTEM DESIGN ---------------------------------====---=--========================== DETAIL HYDROGRAPH SUMMARY HYDROGRAPH No. 11 Peak runoff: 0.0272 cfs Total Vol: 0.03 ac-ft TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN RUNOFF RUNOFF RUNOFF RUNOFF RUNOFF (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) (min) (cfs) ======================================================================================= 10 410 0.0165 810 0.0212 1210 0.0090 1610 20 420 0.0166 820 0.0209 1220 0.0090 1620 30 430 0.0167 830 0.0206 1230 0.0090 1630 40 140 0.0169 840 0.0204 1240 0.0090 1640 50 450 0.0172 850 0.0201 1250 0.0090 1650 60 160 0.0175 860 0.0199 1260 0.0090 JGGU 70 470 0.0178 870 0.0196 1270 0.0090 1670 80 0.0005 480 0.0182 880 0.0194 1280 0.0090 1680 90 0.0010 490 0.0186 890 0. 0191 1290 0.0090 1690 100 0.0011 500 0.0200 900 0.0189 1300 0.0090 1700 110 0.0023 510 0.0222 910 0.0187 1310 0.0090 1710 120 0.0037 520 0.0244 920 0.0185 1320 0.0090 1720 130 0.0039 530 0.0257 930 0.0182 1330 0.0090 1730 140 0.0048 540 0.0262 940 0.0180 1340 0.0090 174 0 150 0.0058 550 0.0267 950 0.0178 1350 0.0090 1750 160 0.0060 560 0.0270 960 0.0176 1360 0.0090 1760 170 0.0067 5·10 0.0271 970 0.0174 1370 0.0087 1770 180 0.0076 580 0. 0272 980 0.0172 1380 0.0083 1"180 190 0.0077 590 0.0271 990 0.0170 1390 0.0083 1 ·190 200 0.0081 600 0.0270 1000 0.0167 1400 0.0083 1800 210 0.0085 610 0.0268 1010 0.0166 1410 0.0083 1810 220 0.0085 620 0.0266 1020 0.0155 1120 0.0083 1820 230 0.0088 630 0.0263 1030 0. 0118 1130 0.0083 1830 240 0.0091 640 0.0261 1040 0. 0113 144 0 0.0083 1840 250 0.0091 650 0.0259 1050 0. 0112 1450 0.0082 1850 260 0.0096 660 0.0256 1060 0. 0112 1460 0.0047 1860 270 0.0101 670 0.0253 1070 0.0109 1470 0.0007 1870 280 0.0102 680 0.0250 1080 0.0106 1480 0.0001 1880 290 0.0109 690 0.0247 1090 0.0105 1490 1890 300 0.0117 700 0.0244 1100 0.0105 1500 1900 310 0.0118 710 0.0241 1110 0.0105 1510 1910 320 0.0125 720 0.0238 1120 0.0105 1520 1920 330 0. 0134 730 0.0235 1130 0.0102 1530 1930 340 0.0135 740 0.0232 1140 0.0098 1540 1940 350 0.0142 750 0.0229 1150 0.0098 1550 1950 360 0.0150 760 0.0226 1160 0.0098 1560 1960 370 0.0152 770 0.0223 1170 0.0098 1570 1970 380 0.0159 780 0.0220 1180 0.0098 1580 1980 390 0.0164 790 0.0217 1190 0.0094 1590 1990 400 0.0164 800 0.0215 1200 0. 0091 1600 2000 8/4/96 8:29:42 pm AKB Consulting Engineers page 6 FAMILY COUNSELING SERVICES AKB JOB #96044 50-YR STORM INFILTRATION SYSTEM DESIGN STAGE STORAGE TABLE CUSTOM STORAGE ID No. 2 Description: INFILTRATION SYSTEM STORAGE STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-F't- (ft) ---cf--- --Ac-Ft- ( ft) ---cf--- --Ac-Ft- ========================================================================================================= 101.00 0.0000 0.0000 101.80 52.800 0.0012 102.60 105. 60 0.0024 103.40 158.10 0.0036 101.10 6.GOOO 0.0002 101.90 59.400 0.0011 102.70 112. 20 0.0026 103.50 165.00 0.0038 101.20 13. 200 0.0003 102.00 66.000 0.0015 102.80 118. 80 0.0027 103.60 171. 60 0.0039 101.30 19.800 0.0005 107..10 72.GOO 0.001"1 102.90 l?.5. 40 o. oo✓.9 ]0].70 l"/0 .20 0. 0041. 101. 40 26.400 0.0006 102.20 79.200 0.0018 103.00 132. 00 0.0030 103.80 184.80 0.0042 101. 50 33.000 0.0008 102.30 85.800 0.0020 103.10 138. 60 0.0032 103.90 191.40 0.0044 101. 60 39.600 0.0009 102.40 92.400 0.0021 103.20 145.20 0.0033 104.00 198.00 0.0045 101.70 46.200 0.0011 102.50 99.000 0.0023 103.30 151.80 0.0035 104.00 198.00 0.0045 8/4/96 8:29:42 pm AKB Consulting Engineers page 7 FAMILY COUNSELING SERVICES AKB JOB #96044 50-YR STORM INFILTRATION SYSTEM DESIGN STAGE DISCHARGE TABLE DISCHARGE LIST ID No. 2 Description: INFILT. RATE(fd)=.5x8.27 in/hr STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs-- ------- (ft) ---cfs-- ------- (ft) ---cfs-- ------- (ft) ---cfs-- ------- ======================================================================================================== 101.00 0. 0160 101.80 0.0192 102.60 0.0224 103 .40 0.0256 101.10 0.0164 101.90 0.0196 102.70 0.0228 103.50 0.0260 101.20 0.0168 102.00 0.0200 102.80 0.0232 103.60 0.0264 101.30 0. 01'/2 102.10 0. 0204 10✓,. ~ll o.o;uc; ] OJ. '/0 u. o✓.r,u 101.40 0.0176 102.20 0.0208 103.00 0. 024 0 103.80 0.0272 101.50 0.0180 102.30 0.0212 103.10 0.0244 103.90 0.0276 101.60 0.0184 102.40 0.0216 103.20 0.0248 104.00 0.0280 101.70 0.0188 102.50 0.0220 103.30 0.0252 104.00 0.0280 8/4/96 8:29:52 pm AKB Consulting Engineers page 8 FAMILY COUNSELING SERVICES AKB JOB #96044 50-YR STORM INFILTRATION SYSTEM DESIGN LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE <--------DESCRIPTION---------> (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 50-YR STORM EVENT . . . . . . . . . . . . 0.03 0.08 2 2 103.80 11 184.63 cf GEOTECHNICAL EVALUATION PROPOSED FIVE-UNIT APARTMENT BUILDING FOR FAMILY COUNSELING SERVICES ARLINGTON, WASHINGTON 9?, :Jos1 f1 -~, E~VED -~- JUN 1 2 1996 CITY OF ARLINGTON ~ ')NELSON-COUVRETTE &~SSOCIATES, INC. ~ONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS . ===========================--=~~-- AND ENVIRONMENTAL SCIENTISTS 17311-135th Avenue NE, A-500 Snohomish County (206) 337-1669 Woodinville, WA 98072 (206) 486-1669 • Fax 481-2510 Wenatchee/Chelan (509) 784-2756 November 16, 1995 Family Counseling Services c/o Mr. Roger Tucker Gleason & Associates, Architects 2013 Fourth Avenue, #403 Seattle, Washington 98121 Geotechnical Evaluation Proposed Five-Unit Apartment Building Arlington, Washington NCA File No. 160495 · Gentlemen: INTRODUCTION This report summarizes the results of our geotechnical engineering evaluation for your planned five-unit apartment building development located in Arlington. In a letter to us from Common Ground, dated May 19, 1995, it was requested that we complete a geotechnical study to address the suitability of the site for development, and provide recommendations necessary to develop the site as proposed. Our work was done . in general accordance with our proposal dated May 31, 1995. Difficulty with access for the exploration equipment occurred during our initial site visit. We requested additional time to allow you to remove conflicting power lines and to approve removal of the existing residence porch for us to gain access. This was approved by you, and we then performed our field explorations on November 2, 1995. PROJECT DESCRIPTION Our understanding of the project is based on information and site plans provided by Gleason & Associates, Architects, and discussions with them. Your site consists of an existing residential lot located at 223 East Burke Avenue in the City of Arlington. The site location is shown on the Vicinity Map in Figure 1. The proposed development is shown on the Site Plan in Figure 2. We understand that development is to consist of a rectangular-shaped, two-story building with. 5 units for assisted living housing. Slabs-on-grade and Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No. 160495 Page2 conventional shallow foundations are planned. Paved access and parking are proposed to the north of the structure. We understand that the structure will be built approximately at grade, and that there will be no basements. Design includes slab-on-grade floors, without the use of crawl spaces. Shallow spread footings are planned to bear 1.5 to 2.0 feet below finished grade, and are assumed to be lightly loaded. There will be an elevator pit that will be approximately 4 feet deep along the north side of the structure. We expect that there will be a hydraulic shaft associated with the elevator. Paved areas will be subjected to car and light truck traffic. Site grading plans do not include significant cuts or fills. Details regarding storm water detention systems were not provided to us for our evaluation. We assume, based on similar projects, that detention will consist of on-site holding of storm water, and possibly on-site infiltration. SCOPE The purpose of this evaluation was to explore and characterize the subsurface conditions, and present geotechnical recommendations for design and construction of the proposed project. Specifically, our scope of services includes the following: 1. Explore subsurface conditions at the site with backhoe test pits to evaluate subsurface soil and ground water conditions as they relate to site development. 2. Develop recommendations for foundation support and slab-on-grade support. 3. Develop recommendations for site preparation, grading and structural fill, in building and pavement areas. 4. Develop recommendations for pavement design. 5. Provide recommendations for drainage. 6. Prepare a written report to document our findings and recommendations. SITE CONDITIONS Surface The site is located within an older established residential neighborhood. It is relatively flat lying, and there are an existing residence and garage that are located along the northern side of the property. The existing buildings are presently unoccupied. Site vegetation consists of grass, with mature trees along the south and southwest property lines. NELSON-COUVRETTE & ASSOCIATES, INC. Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No. 160495 Page 3 Geologic Conditions Landforms within this region comprise a system of glacially and fluvially sculptured features. The native subsurface materials are glacial deposits, consisting of recessional outwash sands and gravels deposited by meltwater from the latest stagnating and receding glacier. Glacial ice is thought to have last occupied the region during the late Pleistocene epoch, some 11,000 to 13,000 years before present. This glacial time is known as the Vashon Stade of the Frasier Glaciation. The glacial activity modified the area through scouring, and the valley areas were later filled in with the recessional outwash deposits. In this vicinity, the recessional outwash is known as the Arlington Gravel Member (Qvra). It is differentiated from the associated Marysville Sand Member as being more gravelly. Soil Conditions Subsurface conditions were explored on November 2, 1995, by excavating five test pits to depths ranging from 3 to 9 feet below existing grade using a backhoe. The approximate locations of the test pits are shown on the Site Plan in Figure 2. An engineering geologist representing this firm classified the soils encountered and maintained logs of the explorations. The soils were classified in general accordance with the Unified Soil Classification System shown on Figure 3. The logs of the test pits are presented on Figures 4 and 5. The site is underlain at depth by recessional outwash (Qvra) deposits as discussed above. This material was encountered below the existing fill, topsoil and root zone in all test pits at depths of 1.7 to 2.7 feet below grade. The recessional outwash deposits typically were found to be composed of gray-brown to gray, loose to dense, fine- to coarse-grained sand with gravel, some silt and cobbles; and gravel with fine to coarse sand. Cobbles (boulders) were observed in 4 of the 5 test pits and ranged up to about 20 inches in diameter. Overlying the basal outwash deposits was about 1.1 to 1.4 feet of weathered, root-zone materials in TP-1 and TP-3. These deposits generally consisted of red-brown to yellow-brown, loose, silty fine to medium sand, with some gravel and roots. Fill, consisting of 0.9 to 2.7 feet of yellow-brown to red-brown, loose, silty fine to coarse sand with gravel, was encountered near-surface in all but TP-3. Topsoil at the surface of the fill was about 0.2 to 0.6 feet thick. Topsoil overlying the native root zone soils at TP-3 was about 0.9 feet thick. NELSON-COUVRETTE & ASSOCIATES, INC. Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No. 160495 Page4 Hydrologic Conditions Ground water seepage was encountered only in TP-1, at a depth of about 8 feet below grade. Our observations indicated that wet season ground water levels should normally not be higher than about 6 feet below grade in the area of TP-1, based on mottling conditions of the outwash deposits. Ground water should be expected at approximately this elevation, and possibly higher, during the normally wetter periods of the year due to seasonal runoff and subsurface water flow. Ground water was not observed in the other explorations, indicating that the ground water level was below the elevation of the bottom of these test pits at this time of year. However, the elevation of the ground water will fluctuate seasonally in these types of deposits. CONCLUSIONS AND RECOMMENDATIONS General In general, we conclude that the site should be compatible with the proposed development, provided that geotechnical recommendations and precautions discussed herein are followed. Foundations should extend through the upper loose topsoil and fill, and bear on the underlying medium dense recessional outwash sands and gravels, or on structural fill supported by this soil. If foundations were to be placed within the loose organic topsoil or fill, settlement and distress to the building could occur. The on-site surficial topsoil and the fill are moisture sensitive. During the wet season, earthwork on site can be accomplished, but these materials will need to be removed and replaced with suitable granular soils. The underlying granular native soils (sand and gravel) do not appear to be significantly water sensitive. In general, earthwork should be suspended during periods of heavy rainfall. The expense of the wet season construction will include the excavation of additional material, use of granular import material and the need to place a blanket of quarry spalls in the access roads. Specific recommendations for wet weather construction should be based on the site conditions at the time of construction. Site Preparation and Grading The building area should be stripped of vegetation, topsoil and fill/disturbed soil to expose inorganic native sand and gravel. In areas to be paved, as a minimum, the sod, rootrnat and topsoil should be stripped. Footing subgrades should be prepared in accordance with our recommendations for foundations. Following stripping, the subgrade in pavement and building areas should be compacted to a dense non- yielding condition. The final subgrade surface should be proofrolled with a loaded 10-yard dump truck. If NELSON-COUVRETTE & ASSOCIATES, INC. Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No. 160495 Page5 the subgrade is observed to pump, rut or weave excessively, it should be repaired, such as by drying and recompacting, or the material should be excavated and replaced with compacted structural fill. Site preparation methods should be determined based on conditions observed in the field at the time of construction. Temporary and Permanent Cut and Fill Slopes Stability of open excavation cuts during construction will depend on the nature and consistency of the soils encountered. Some caving was observed in the test pits above the ground water table, and should be expected for construction excavations. We do not expect that excavations can be made below the water table elevation without some type of dewatering system. We estimate that temporary unsupported cut slopes, if not subjected to seepage forces, should be stable at slopes no steeper than 1.5 Horizontal to I Vertical (1.5H:1V). If subjected to seepage forces, flatter slopes will be necessary. Erosion Control Erosion potential for soil in areas in which the existing ground cover is left intact, and surface water is controlled, is expected to be unaffected by the proposed development. There is the potential for erosion where the ground cover is disturbed. Construction phase erosion control could include the use of haybales and geotextile barriers (silt fences), and limiting the area of surface grading. Covering of cut slopes, fill . embankments and storage piles with plastic sheeting may also be required during periods of wet weather for temporary erosion control. Structural Fill General: All fill placed beneath buildings, pavements or other settlement sensitive features should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field monitoring procedures would include the performance of a representative number of in-place density tests to document the attainment of the desired degree of relative compaction. The area to receive the fill should be prepared as outlined in the Site Preparation and Grading sub-section of this report. Materials: Structural fill beneath the building should consist of inorganic granular material, and not of the organic, silty sand topsoil or fill excavated from the site. Imported structural fill should consist of a good quality free-draining granular soil, free of organics and other deleterious material, and be well graded to a NELSON-COUVRETTE & ASSOCIATES, INC. Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No. 160495 Page 6 maximum size of about 3 inches. Imported, all weather fill should contain no more than 5 percent fines (soil finer than a Standard U.S. No. 200 sieve), based on that fraction passing the U.S. No. 4 sieve. The owner might choose to use on-site existing fill and/or weathered zone material for fill in paved areas, although such fill would not perform as well as imported free-draining granular material. The existing fill and weathered zone soil consist of silty sand-that is moisture sensitive, and the use of this soil as fill should be limited to extended periods of dry weather. Even during periods of dry weather, some discing for drying and watering may be necessary to achieve the desired moisture content. We recommend that this soil be considered for use as structural fill only in paved areas, and only if construction takes place during the drier summer months. Fill Placement: Following subgrade preparation, placement of the structural fill may proceed. Fill should be placed in 8 to 10 inch thick uniform lifts. Each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. All structural fill underlying building areas, and within 2 feet of pavement subgrade, should be compacted to at least 95 percent of its maximum dry density. Maximum dry density in this report refers to that density as determined by the ASTM D 1557 compaction test procedure. Fill more than 2 feet beneath sidewalks and pavement subgrades should be compacted to at least 90 percent of the maximum dry density. The moisture content of the soils to be compacted should be within about 2 percent of optimum, so that a readily compactable condition exists. It may be necessary to overexcavate and remove wet soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Foundations The use of conventional shallow spread footings founded on inorganic, undisturbed, medium dense native sand and gravel, or on structural fill extending to these soils, should provide adequate support of the proposed structure. If the footings are to be supported on fill, the structural fill should extend out from the edge of the footing at a 0 .5H: 1 V slope. For example, for 4 feet of overexcavation, the fill should extend 2 feet outside the foundation on each side. At the locations of the test pits, the depths to suitable bearing soil were typically up to about 3 feet. However, at TP-2, the suitable bearing soil appeared to be about 5 feet deep. This range is based on the five test pits and should be representative of conditions across the site; however, greater or lesser depths to bearing soil may be encountered during construction. NELSON-COUVRETTE & ASSOC/A TES, INC. Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No .. 160495 Page 7 Footings should be founded at least 18 inches below adjacent exterior grade for frost protection. If the subgrade is loose, or is disturbed during footing excavation, it should be compacted to a firm and non- yielding surface, or the loose material should be removed prior to pouring footings. Minimum footing widths of 14 and 20 inches are recommended for continuous and isolated footings, respectively. Footings should be excavated and poured in a timely manner and should be free of ponded water and sloughed or water-loosened soils prior to placement of footing concrete. For foundations constructed in accordance with our recommendations, an allowable bearing pressure of 2500 pounds per square foot (psf) may be used for design.' A one-third increase in the allowable bearing pressure may be used when considering short-term transitory wind or seismic loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than 1.0 inch total and 0.5 inch differential across the structure. Lateral loads can be resisted by friction between the foundation and subgrade soil and by passive soil resistance acting on the below-grade portion of the foundation. For the latter, the foundation must be poured "neat" against the undisturbed soil, or backfilled with a clean, free-draining, compacted structural fill. Passive resistance may be calculated as a triangular equivalent fluid pressure distribution. We recommend that an equivalent fluid density of 250 pounds per cubic foot (pcf), be used to calculate the allowable lateral passive resistance. An allowable coefficient of friction between footing and soil of 0.4 may be used, and should be applied to the vertical dead load only. These values include a safety factor of 1.5 applied to our estimate of ultimate soil strength values. Slabs-On-Grade We recommend that slabs-on-grade be supported on subgrade prepared as described in the Site Preparation and Grading sub-section . Any structural fill should be placed as recommended above. We recommend that on-grade floor slabs be underlain by 6 inches of free-draining sand or gravel for use as a capillary break. A suitable vapor barrier such as heavy plastic sheeting should be placed over the sand or gravel. The capillary break material should be allowed to drain into the foundation drain system. Pavement Design The subgrade in areas to be paved should be prepared as described in the Site Preparation and Grading sub-section. Any structural fill should be placed as recommended above. For proper subgrade preparation -·' NELSON-COUVRETTE & ASSOCIATES, INC. Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No. 160495 Page 8 and fill placement, we recommend that a pavement section of 2 inches of asphaltic concrete over 4 inches of compacted crushed rock base course be used in parking areas for cars and light trucks. Ground Water and Drainage Surface Drainage: The finished ground surface should be graded such that storm water is collected by permanent catch basins and drain lines and discharged into a storm drain system. Final site grades should promote drainage away from the buildings. We suggest that the finished ground within at.least 10 feet of the building be sloped to drain away from the building. Subsurface Drainage: A footing drain system should be installed around the perimeter footings of the planned buildings. The drains should consist of perforated or slotted, smooth wall, PVC pipe at least 4 inches in diameter, laid at the bottom of the footings. The drain line should be surrounded by at least 4 inches of free-draining pea gravel or sand and gravel. Footing backfill above the pipe and pea gravel should consist of relatively impermeable soil, such as the on-site silty sand, to limit surface water infiltration. Alternatively, the ground surface can be sealed with asphalt or concrete pavement. The ground surface should be sloped to drain away from the buildings. Roof downspout drain pipes should not be connected to the footing drain system. All roof downspout drains should be separately tightlincd to discharge to the storm drain system. The footing drain system should have at least 12 inches of vertical fall before it is connected to the storm drain system. We recommend that sufficient cleanouts be installed at convenient locations to allow for periodic maintenance of the footing drains and downspout drain pipe systems. Detention In general, it is our opinion that storm water infiltration within the native soil deposits is feasible, with the highest rates occurring within the sand and gravel deposits. We recommend that roof drains be directed away from foundation areas and be discharged into areas that can allow the storm water to infiltrate. If the discharging of water on the surface is not desirable, an option is to use an on-site infiltration trench designed to City standards. An infiltration rate of 8.27 inches per hour should be used for sand and gravel. This rate is based on the Washington State DOE Stormwater Management Manual For the Puget Sound Basin, February 1992. This assumes that the site is underlain by the sand and gravel deposit observed in our explorations. If fine-grained soil is observed near infiltration depths, an alternate method of surface water control may be required. NELSON-COUVRETTE & ASSOC/A TES, INC. ,' Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No. 160495 Page 9 Detention pipes founded in the sand and gravel are expected to render the best infiltration systems. The overlying silty fine sand deposits would necessitate infiltration designs based on slower rates for detention pipes founded within this deposit. Ground water was found at a depth of 8 feet in TP-1, but is expected to be deep enough not to influence infiltration system design. However, the possible existence of silty layers within the outwash deposit (as in TP-1) could cause difficulties with infiltration design. The siltier strata would be expected to provide a lower infiltration rate of water, and thus would act as a barrier for downward migration of water. Elevator If the elevator is hydraulic, it will be necessary to install a casing for the piston. The casing will need to be designed for hydrostatic uplift if it will extend below the seasonal high water table. The casing will likely be installed as a drilled shaft. The drilling contractor should expect caving conditions below the water table, as well as the potential for encountering cobbles or boulders. Construction Monitoring We recommend that we be retained to monitor the drainage, earthwork and foundation phases of development, including drainage construction, building excavation, structural fill placement, footing subgrade preparation, and subgrade preparation in areas to be paved. As part of our services we would evaluate earthwork activities to determine if they comply with project plans, specifications and our recommendations, and to determine if other methods and techniques are necessary. Proposed structural fill material intended for use within the site should be approved by the geotechnical consultant prior to use. USE OF THIS REPORTAND WARRANTY We have prepared this report for use by Family Counseling Services, Gleason & Associates Architects and their agents, for use in planning and design of this project. The data and report should be provided to prospective contractors for their bidding and estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of subsurface conditions. We recommend that we review the final plans once they are available to check for conformance with the recommendations in this report. The scope of our work does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractors' methods, techniques, sequences or procedures, except as specifically described in our report for consideration in design. There are possible variations in NELSON-COUVRETTE & ASSOCIATES, INC. Geotechnical Evaluation Proposed Five-Unit Apartment Building November 17, 1995 NCA File No. 160495 Page 10 l subsurface conditions. We recommend that project planning include contingencies in budget and schedule, should areas be found with conditions that vary from those described in this report. We should be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. Within the limitations of scope, schedule and budget for our services, we have strived to take care that our work has been done in accordance with generally accepted practices followed in this area at the time this report was prepared. We make no other conditions, expressed or implied. Thank you for the opportunity to be of service. If you have any questions, or if we may be of further assistance, please call. Sincerely, NELSON-COUVRETTE & ASSOCIATES, INC. ])~/~£ er~ David L. Nelson, PG Professional En ineering Geologist I EXPIRES 0":1-E€:!z 'l1$ William M. Kiick, PE Senior Engineer Three Copies Submitted Five Figures NELSON-COUVRETTE & ASSOCIATES, INC. VICINITY MAP N SITE f co 204TH iE 201ST i! -·· F. C. S. FIGURE NELSON-COUVRETTE & ASSOCIATES, INC. 5-UNIT APARTMENT BLDG. 1 ~ CONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS ~AND ENVIRONMENTAL SCIENTISTS FILE NO. DATE 160495 NOVEMBER 1995 · · ---- .. ---- .. .. -------. SITE PLAN I TP-2 I ,------------ Ill-, L,91 • >- - - - - -1 TP-3 I -$- 1 : I -- ~ I . _) EXISTING HOUSE TO BE REMOVED I TP-4 - PARKING ~- -$- PROPOSED UJ I I 1 BUILDING ~ ~ ► I I ~ UJ ~ :_ - - -- - _I ~ -- ~ I ~ <.Q ES N. ~ - _-$-_ - -, I i : I I EXISTING GARAGE : - LEGEND ... TO BE REMOVED I ~ NUMBER AND APPROXIMATE ' -qr LOCATION OFTEST PITS ______ _j . . -------- .. -------- . . ----------- . . --------- .. - 0 10 20 K.-..• I l scale: 1' - 10' F.C.S. I FIGURE NELSON-COUVRETTE & ASSOCIATES,INC. 5-UNIT APARTMENT BLDG. 2 · · · ~ CONSULnNG GEOTECHNICAL ENGINEERS, GEOLOGISTS Reference: Site plan created from a faxed, undated, drawing titled "Schematic Site Plan" provided by Gleason & ~===~==~= ANo ENVIRONMENTAL sceemis FILE NO. I DATE .. Associates Architects. 160495 NOVEMBER 1995 ( ) I ) SOIL CLASSIFICATION SYSTEM GROUP MAJOR DIVISIONS SYMBOL GROUP NAME COARSE GRAVEL CLEAN GRAVEL GW WELL-GRADED GRAVEL, FINE TO COARSE GRAVEL GRAINED GP POORLY-GRADED GRAVEL GRAVEL SOILS MORE ll-tAN 50'Mo OF COARSE WITH FINES FRACTION RETAINED ON GM SIL TY GRAVEL N0.-4SIEVE GC CLAYEY GRAVEL MORETHAN50'M, RETAINED ON SW WELL-GRADED SAND, FINE TO COARSE SAND NO. 200 SIEVE SAND CLEAN SAND SP POORLY-GRADED SAND MORE THAN 50'Mo OF COARSE FRACTION PASSES SM SILTY SAND NO. -4SIEVE SAND WITH FINES SC CLAYEY SAND ML SILT FINE SILT AND CLAY INORGANIC CL CLAY GRAINED LIQUID LIMIT LESS THAN 50'M, ORGANIC OL ORGANIC SILT, ORGANIC CLAY SOILS MH SILT OF HIGH PLASTICITY, ELASTIC SILT SILT AND CLAY INORGANIC MORE THAN 50'M, PASSES . LIQUID LIMIT 50'Mo OR MORE CH CLAY OF HIGH PLASTICITY, FAT CLAY NO. 200 SIEVE ORGANIC OH ORGANIC CLAY, ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS 1) Field classification is based on Dry- Absence of moisture, dusty, dry visual examination of soil In general to the touch accordance with ASTM D 2488 - 83. Moist- Damp, but no visible water 2) Soil classification using laboratory tests is based on ASTM D 2487 - 83. Wet- Visible free water or saturated, usually soil is obtained from 3) Descriptions of soil density or below water table consistency are based on interpretation of blowcount data, visual appearance, of soils, and/or test data. i -:...· NELSON-COUVRETTE SOIL CLASSIFICATION SYSTEM & ASSOCIATES, INC. ~ CONSULTING GEOTECHNICAL ENGINEERS, GEOLOGISTS ~ ....!'NO ENVIRONMENTAL SCIENTISTS FIGURE 3 LOG OF EXPLORATION DEPTH USC SOIL DESCRIPTION TEST PIT ONE 0.0- 0.2 TOPSOIL 0.2-0.9 SM YELLOW-BROWN SILTY FINE TO COARSE SAND WITH GRAVEL (LOOSE TO MEDIUM DENSE, MOIST) tElJ.Ll 0.9-2.3 SM REDDISH-BROWN TO BROWN SIL TY FINE TO MEDIUM SAND WITH ABUNDANT ROOTS AND SCATTERED GRAVEL (LOOSE, MOIST) 2.3-6.5 SW GRAY-BROWN FINE TO COARSE SAND WITH GRAVEL AND GRAVEL WITH SAND (MEDIUM DENSE TO DENSE, MOIST) (Qvra) 6.5- 8.5 SM LIGHT BROWN SILTY FINE TO COARSE SAND WITH GRAVEL (DENSE, MOIST TO WET) SCATTERED COBBLES TO 18.0 INCH DIAMETER SAMPLES WERE COLLECTED AT 0.7, 1.9, 3.1, AND 7.0 FEET GROUND WATER SEEPAGE WAS ENCOUNTERED AT 8.0 FEET TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 8.5 FEET ON 11/2/95 TEST PIT TWO 0.0- 0.6 TOPSOIL 0.6-1.7 SM REDDISH-BROWN SILTY FINE TO MEDIUM SAND WITH SOME GRAVEL, DEBRIS AND COARSE SAND (LOOSE, MOIST) 1EI1JJ. 1.7-7.5 SW GRAY-BROWN FINE TO COARSE SAND WITH GRAVEL, SOME SILT AND GRAVEL WITH FINE TO COARSE SAND (LOOSE TO DENSE, DRY TO MOIST) (Qvra) TRACE COBBLES TO 20.0 INCH DIAMETER DENSER AT 5.0 FEET SAMPLES WERE COLLECTED 1.0 AND 2.5 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS ENCOUNTERED ABOVE 5.0 FEET TEST PIT WAS COMPLETED AT 7.5 FEET ON 11/2/95 TEST PIT THREE 0.0-0.9 TOPSOIL 0.9-2.0 SM YELLOW-BROWN TO REDDISH-BROWN SIL TY FINE TO MEDIUM SAND WITH SOME GRAVEL AND COARSE SAND (LOOSE, MOIST) 2.0-9.0 SW GRAY-BROWN TO GRAY FINE TO COARSE SAND WITH GRAVEL, SOME SILT AND GRAVEL WITH FINE TO COARSE SAND (MEDIUM DENSE TO DENSE, MOIST) TRACE COBBLES TO 10.0 INCH DIAMETER 3.0 INCH DIAMETER DRAIN PIPE AT 0.8 FEET SAMPLES WERE NOT COLLECTED GROUND WATER SEEPAGE WAS NOT ENCOUNTERED SIJGHT TEST PIT CAVING WAS ENCOUNTERED AT 4.0 FEET TEST PIT WAS COMPLETED AT 9.0 FEET ON 11/2/95 .__...' NELSON-COWREITE & ASSOCIATES,. INC. FILE NO. 160495 FIGURE4 . ' LOG OF EXPLORATION DEPTH USC SOIL DESCRIPTION TEST PIT FOUR 0.0- 0.6 TOPSOIL 0.6- 2.7 SM REDDISH-BROWN SIL TY FINE TO MEDIUM SAND WITH SCATTERED GRAVEL AND BRICKS (LOOSE, MOIST) .lEllJJ 2.7 - 8.5 SW GRAY-BROWN TO GRAY FINE TO COARSE SAND WITH GRAVEL AND GRAVEL WITH SAND (MEDIUM DENSE TO DENSE, MOIST) COBBLES TO 20.0 INCH DIAMETER 1.0 INCH DIAMETER PVC WATER PIPE AT 1.2 FEET SAMPLE WAS COLLECTED AT 3.0 FEET GROUND WATER SEEPAGE WAS NOT ENCOUNTERED SLIGHT TEST PIT CAVING WAS ENCOUNTERED AT 4.0 FEET TEST PIT WAS COMPLETED AT 8.5 FEET ON 11/2192 TEST PIT FIVE 0.0- 0.3 TOPSOIL 0.3-1.7 SM REDDISH-BROWN SIL TY FINE TO MEDIUM SAND WITH SOME GRAVEL AND ORGANICS DEBRIS (LOOSE, MOIST) !EllJ.l 1.7 - 3.0 SW GRAY-BROWN FINE TO COARSE SAND WITH GRAVEL, SOME SILT AND GRAVEL WITH FINE TO COARSE SAND (MEDIUM DENSE TO DENSE, MOIST) DENSE AT 2.0 FEET SAMPLES WERE NOT COLLECTED GROUND WATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED . TEST PIT WAS COMPLETED AT 3.0 FEET ON 1112195 NELSON-COWRETTE & ASSOCIATES, INC. FILE NO. 160495 FIGURES ,. NAME:_-1-...L.-~'-"-L-.~~~1£...4,,,;<~=-..<£..L.-"'l'4---L~::..P,,...JL..L.k0~---------------- ADDRESS: -~~~,..z(..LJ.~&..L_~.l,L.....I..~-- LEGAL/ f(6 Jt'-e,3/- Off}?- a::t:, 1 ' BUILDING USE: OCCUPANCY C fSSIFICATION: _ A B 1 2 2.1 3 4 3 1 6 7 I M 1.1 1.2 2 3 2 T I II III lV F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. Item inspected & completed Signature & Date: Site Plan: Approved ✓ Denied --- ________ _____,c _ ____:;_•·-··-· \ Access Requirements: _ Required: F' ire lane: /IJD Sprinkler system: AJD Alarm system: tJD Knox Box: tJO Fire extinquishers: , \ JcS Hydrant: . ~::_:_) ~- # of hydrants requir~ ,-.. . Location of Hydran -~ 14--vh tt11-w.tbtrf ,v - -f/Olcrlf- .>11>G, o - ll.,,c ttA -· Location of Knox Box: ---- ----------------- Location of Fire Extinquishers:_70....___--'-'/!:,;;;_;1;:;.__----t:/:,:;;.,,;£= . .L,.f."'""l?L:f1..r.-::.::;_..1.=w"'-'m......_ __ .,_· _ JUN' 1 7 1996 Fire Flow requirements: _ _./'---"-S-00_· _· · __ t;-=-a,f>_~;_;__ _ Location of address on building: -"'-/:b"'"" . .____,,,,-P ...... ~'--12,,=----U'""-"-F-C--=--~.,,.--""'()...:./._··~ ........... -'L'--------C-I_T_Y_O_F_A_R_Ll'-N-G_TO_N __ i' ~_ l - FIRE DEPT: -----T-----a:,,.-- - ..... ~--.. ~ .... 1---...,,,.._r_e _ Date:_____.,.&;:_-...L/--:7_-....J,¼~___;,__. __ ____.:., ~~-; ~ it ' ' I ,: ' .:. Build\form\fdchecklist - j -~ ,, . ' , t 1l City of Arlington Building D~.,) PUBLIC.WORKS DEPARTMENT CHECKLIST f ~PERMIT# 96- ~if DATE 6, - /3 .-,Cf'6 ""' ACCOUNT# ----- . NAME: 6. /(tA I ~ &w, 6(,,{; k13 ~Zvd&~ ADDRESS: ~:2 -5 Bud~ LEGAL: :$e;e· }:;;gwqs .......... BUILDINGUSE: "-1 tM&i ~DL # OF BUILDING UNITS: '4' I TOTAL ERU DESIGN UNITS: Item-is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: x ,lv/41(4&= '/4 tk9 7 HEALTH DEPI'. APPROVAL: 4A b Lt ~d ~ fo~il ~~ SIDE SEWER PERMIT REQUIRED: 1 'X ,.lt,u., ~ ' z - c./~tt 2.,. . ,, ·· GARBAGE CONTAil'f,ER PAD: '){_ .~--"' .. ..- .. CROSS-CONNECTION CONTROL: ){ Jfa7~ tf-:;../~7 BACKWATER VALVE: /JL~ 6 l L tJ./ (j_(,, 7 I J SEWER REQUIRED: Off site On site y__ ~-~~ . 2--'l'-t?f 7 ; CURBS: t Off site ,'X On site SIDEWALK:· Off site f¼. On site PAVING: Off site i. On site STORM DRAINAGE: Off site >< On site X PRETREATMENT DISCHARGE PERMIT: YES WATER/SEWER FEES PAID: YES -- Build\fonns\u-check Oec-13-96 10:37 P.01 y ~- NELSON-COUVRETTE & ASSOC/A TES, INC. 17311-135thAvenue NE, SuiteA-500 Woodinville, Washington 98072-6806 Facsimile Transmittal To: Mr. Ralph Monty Company: Ramo Phone: Fax: 300- ti,s ?- , 33 z. From: Ron Free Company: NELSON-COUVRETTE & ASSOCIATES, INC. Phone: 206-486-1669 Fax: 206-481-2510 , f Date: 12/13/96 r Pages Including Cover Page: ~: I Comments: Memo and Field Reports NCA File No. 1604B96 Signature: O~c-13-96 10:37 P.02 , . ' I: MEMORANDUM DATE: December 13, 1996 TO: Mr. Roger Tucker Gleason and Associates, Architects FROM: Ronald D. Free NELSON-COUVREITE & AS SOCIA TES, INC. RE, ~i;;:;; ==~,m;Jy Counseling Services, Arlington, Washington This memo documents our telephone conversation on this date regarding the footing sub-drains at your Family Counseling Services project in Arlington. The footing excavations were deepened to the highly permeable Arlington gravels. As per our discussion, in our opinion, the footing drains can be eliminated due to the high permeability of the gravels. We discussed with you our concerns that the slab-on-grade have a capillary break and vapor barrier if the parking lot grade was near the slab grade. You assured us that a capillary break and vapor barrier are part of the design. NELSON-COUVRETTE & ASSOCJA TES, INC. Ronald D. Free, CPG Engineering Geologist I ,. ' , .. ~ P.03 ' ' u~c-13-96 10:37 "l ~ ,, ~ , NELSON-COUVRETTE & ASSOCIATES, INC. LETTEH OF TRANSMITTAL ' ~ CONSUWNG GEOTECHNICAt ENGINEERS. GEOLOGISTS ~ANO ENVIRONMt;NTAL SCIENTTSTS 17311 • 135th Avo. N.E., #A-500 13424 Chain lake Rd. OAY 2. - I'") 1 (IL[l"t o 14 ,~ C} c; Woodinvillo, WA 98072 Monroe. Washington 98272 (206) 486-1669 • fAX 481-2510 (206) 788-5612 • 794-4332 AT1',111TIvON . f.' .:,,,p i/ JL,d-i1V- R[: J TO 5.i: (.\ -/-"I (-t:', LuA '"l (1 / LI WE ARE SENDING YOU O Attached O Under separate cover via the following Items: > D Copy of letter 0 Prints D Plans D Samples O Specifications □----------------------- COPIES DATE NO. DESCRIPTION \ l '1.- L, I Fi? I .-1 II e.1r1·-~ I THESE ARE TRANSMITTED as checked below: D for approval D Approved as submitted D For your use D Approved as noted > D As requested D Returned for corrections D For review and comment O _ REMARKS _ COPY TO ~ C · F11 'i:'.- -fr.) e ,t. l. D/.1 ;n (' 1\;H~~ . 12 c:t. t'J'l (J I SIGNED: d_.:_,c{1(---'--~/?ttL-...- fu2 _ If •nclo1ur•• •r• not •• nohd, ldnd,y notify ut •• one•. ... P.04 Oo.c-13-96 10:37 NELSON-COUVRETTE & ASSOCIATES, INC. FIELD REPORT ~ CONSULTTNG GEOTECHNICAL ENGINEERS, GEOLOGISTS _ _ • . .. >----._ANO ENVIRONMENTAL $ClcNTISTS Project: E;. ~ ,· / 'J t 01h, ~, fi "j St r v,· C€ ~ !y ~ ~ii e No. -}L..lj(,L!:O:._lf'--"'6:._':1.wS::::,,___ 17311·135th Avenue NE, A-500 Woodlnvllle, WA 98072 Owner: r.,,_: I '3 ('" J/\$11,·, J <,,11:..,\. Date: _ ____:\~),,_hL,/,_'1.:....'- _ (206) 486-1669 • (206) 337-1669 I Fax (206) 481-2510 Location: fkl:~o ~01) Report No. __ c...J --- I I. O !·· Weather: dNJj °"° qo · 4 s Page: __ ~of_,,e:J...:.....__ ;_ !· Purpose of Visit: oL•urvCc t.1,·1'1 .. ,b9,r.lk By: __ J>J_;..:...1¥)1--F/4-¼---- \ I. f: t t t= r I: i t i ' r f I. ---~A~ £,..,, fu,r l,af, ~ wtr< <"-~ffvAieJ 1o s~, . ., rL 10~/rt,d,,... tJ,,.,. f l ,-11h.,t ftP,.c J Q,<> 1/ ~C•v.,/ · I I I' Attachments: Distribution: o:~c - 13 - 96 1o:37 P.05 NELSON-COUVRETTE & ASSOCIATES, INC. FIELD REPORT ~ CONSULTING GEOTECHNICAL ENGINEEFIS, GEOLOGISTS . .. ~AND ENVIRONMENTAL SCIENTISTS 17311-135Ih Avenue NE, A-500 Woodlnvllle, WA 98072 (206) 486-1669 • (206) 337,1669 Fax (206) 481-2510 Weather: a i1 eJ?cA I r Purpose of Visit: Z2BS6f2tle, !> u ~i) 6 By: _j£- __ /J'Y'--'-.,,..$~----- ./4?'420Cf r or . t?A I pd rVZ ocJr(, oE -<?AMO t::,dt.Jcr 7 ,_(C::...-Y.=<-..,,!.4µ.£1LL.Az..s.T...1IC~06.>---.,,.c;,,=.,,,•c~PCLJC4'-'-ICLC.L< _ __._,c:;~(..,,<,l .... i'i' c,........ ..,,"",<'""4-D~C:------&c..-..'l~K---.nH°M--.'-tb::=o::---,'/": ..... .I- JA41¥.i:> 1d .42, {t).t'.C-7'.CIA / .f'.44tLJ • trf,r: ~l/t=< /Ar rl 4•CD ';;I( T. ::2 LJ> 4: tilt o-1<1 t/Ai) (JCUX i>11ruczcc:u I .J.O /?t 2 OA/ A: -r /-L>.4L..l ... c.__.,if:.,.__--£.V_,L.L.L....,4'ufll.CL,«~;-.,T;_,/,c;..-..,Z.__ __ c.__,r:c-/'c._.c;._,,{ __ ,.,a......,c..L).L..f')...._.,., -$<-.>..<Clc..B......,.c;=,=2_.,4"-l--,ID.....,.·C ...... ----'--- ?,?'ue? e:i> 1 ra c d0,A..I µc:r bt:4Lv IE OiftI CKf?du:.o 72':/4:: c)C I:,: ,~ S: o I I ~~MLC a.a.. , Attachments: _,,,A/~~4._,,,i1,_l'"C:.-<------=------ Signed: r C _./,/ c.__ , 1 Distribut ion: <.:...::.: £,:_(/>1.._ 1>1...n,.fy_ ;f'IJAQ 7 14:37 GLEASON AND ASSOCIATES➔ 360 435 3905 t,IJ. 657 [;01 .. GLEASON & ASSOCIATES Architects FAX TRANSMITTAL TO _'I?~~€;;. & N ,l:?E;:-f?kO~ DA re _ ···- l O , ~ · &\ ~ -~If':( '2E Ae-L-1).Jarrf?~~- PROJECT NO. qU"., 74~ FAX No. 17(fo 1·-,..; .. 1P~ P~- PROJECT ~-~~-----~!(.-~·"-•~....::::,..:.:..___$ii4J_~ __ No. OF PAGES (INCLUDES COVEA) -:Z, ----------------~-- DESCRIPTION ., _ --------------.--- .. ·----------------------- -----------••••••.,h-.--•,-••••-••,,,.,•"--- ----- ~~-----------·- --· .. ----------------- -···- .. -------------------- ----- _, _ _ _______ ,_,,._ ... •--- ------ - -------- . --,-•·--------- - -- - ~-----------------~------~-~--- _______ .. , , _ .. , - -----------• .. , ....... . __ ... , _ BY~✓~~ 2013 F,1urtl, /\vt.·n-.it•, 1403 Seatlle, W,\>l1in;;tu11 '1~121 CC:~------ ... ., ... ,. "-~ .. ·-- Td,,phone (206) 4-1'1 8$?.0 FAX NO. (206) 441•0593 fa~tirnil~ (~061 441 05i3 10/08/96 14:38 GL.rnSON ~IND ASSOC I ATES ➔ '..360 435 3906 l'i!J. 66 7 1)02 Gleason & Associates, Architects 1 0/8/96 DIVISION 2 SITE WORK 2200 EARTHWORK ROUGH GRADING $600.00 TRENCHING $600.00 FINISH ORADING $450.00 2500 PAVING AND SURFACING $4,.586.00 CONCRETE WALKWAY $900.00 2600 DOMESTIC WATER SUPPLY SYSTEM $1,000.00 FIRE SPRINKLER SERVICE LINE $2,500.00 MAIN SHUT OFF $300.00 2411 FOUNDATION DRAINAGE $1,0'i8.00 STORM DRAINAGE (ALLOWANCE) $5.000.00 TIGHTL.INE ROOF DRAINAGE $100.00 CATCH BASINS $500.00 DIVISION 2 SITE WORK $17,554.00 ESTIMATE CONTINGENCY 7% $1,228.78 . TOTAL ON SITE CIVIL WORK $18,782.78 ,,;\•' 7-.~% f69,s7 ~ I ttrJ-v -- _c, ri~ 94-068/ rcs-civa 10.8.96 Page 1 September 3, 1996 Mr. Dave Anderson, Building Official City of Arlington Department of Community Development 238 N. Olympic Arlington, WA 98223 Subject: Family Counselling Services (223 Burke Avenue) Dear Dave: We have completed the review of the applicant's submittal and find that it is in general compliance with the City of Arlington's applicable ordinances. The drainage analysis performed by AKB Engineers was based on a 50-year, 24-hour storm per an applicant reported meeting with Ed McMillan. Our review did not include any special analysis of severe flooding of the surrounding area. Please advise if such a condition exists, and if additional analysis is necessary. The plans do not contain the following note regarding unstabilized soils. We feel that the note should appear on the plans, but do not feel that a total resubmittal is necessary. We, therefore, recommend that the City require the note be added as part of the conditions for approval. "From October 1 to April 30, no soils shall remain unstabilized for more than 2 days. From May 1 to September 30, no soils shall remain unstabilized for more than 7 days." We are, therefore, transmitting two copies of the submitted documents to you for final action and issuance of permits. We have enjoyed our involvement on this project and look forward to working with the City on future reviews. Sincerely, BERRYMAN & RENIGAR Michael A. Pawlak, P.E. District Manager Civil Engineering Division - Seattle cc: Shailesh Tatu (AKB Engineers, Inc.) Roger Tucker (Gleason & Associates) RECEIVED 30078.0!IARLINGTONIFILE:D:IPAMILYCSIXMTL0903.LTR SEP 5 1996 CITY OF ARLINGTON C/fo-:J_Q8'-( 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 An Equal Opportunity Employer .,.--.. r ....,, GLEASON & ASSOCIATES Architects TRANSI\flTIAL TO t?~'-1~ Ablt2~t:2-o/ON DATE __ vj-+-·_S:-_·vf~k~-------,- 6 I:('{ l?f= kF?:HW61tibJ PROJECT NO. _ PROJECT_=l5.._,_~=lv\---'-'-'-l~_:::CL___~__;c_-~-=c~---=--'--'-l~=~--'- -Z, z. 7 e,<.4Z-\.-'.-e., DESCRIPTION--------------------------~ At:::>t? E:;.)-j t?U t-1\ * l REMARKS _ t:7.;W~ - av ~ =fw.-k&u:. 2013 Fourth Avenue, #403 Seattle, Washington 98121 CC. _ Telephone (206) 441 8830 Facsimile (206) 441 0593 Addendum No. One Family Counseling Service Arlington Housing Page4 of 5 Submit to Architect, for approval prior to construction, a TV Riser diagram and equipment listing. Each outlet to be home run to the panel location in mechanical room. Site television wiring and panel board to be provided and installed by cable television company. Coordinate work with local cable television provider. · · Upon completion of work provide testing of system to ensure proper operation. Provide as built drawings for system astotlows: As built conduit routing on a floor plan drawing As built cable routing on a floor plan drawing As built system wiring diagram showing the electrical interface of all components supplied. 1 .1 3 SECTION 16012, ELECTRICAL DESIGN CRITERIA, Paragraph 1.20 FIRE ALARM SYSTEM Revise as follows: Provide complete fire alarm system to comply with these specifications, Arlington Fire Marshall, Arlington Building Department, Uniform Building Code, and Fire Codes. 2.00 DRAWINGS 2.01 SHEET A-1.2, SITE DETAILS, DETAIL 6 Revision Change note reading "5'-0", U.N.O." to read "See Detail 7/A-1.2 for height of fencing and size and spacing of fence boards". 2.02 -SHEET C-1, CLEARING AND TESC PLAN Add note reading: "From October 1 to April 30, no soils shall remain unstabilized for more than 2 days. From May 1 to September 30, no soils shall remain unstabilized for more than 7 days." 2. 0 3 SHEET C-4, ROADWAY, DRAINAGE & TESC DETAILS Revise note at On Site Driveway/Parking Section reading: "4" compacted crushed rock base course compacted to 95% of the maximum density over 95% compacted subqrade.] · 2.04 SHEET A-7.1, EXTERIOR DETAILS, DETAIL 11 Revision Change note reading "All trim to be painted with epoxy paint." to read "All trim to be painted per specification, paragraph 3.07, Ext. 1-A." 2. 0 5 SHEET E-1.1, ELECTRICAL FLOOR PLANS Add One television outlet at Bedroom #1 of Unit 1 and Unit 2 .. ... Date: 7 /z. J ~& r J B&H Job No.: °?)tJ01l!J ·CJ I Project: F,::,.M\\-7 ~llrJ~e:.iAt-J1 ::5~~~e;S Via: __ Messenger __ Express __ Blueprint __ Prints ~ Mail __ Other We are forwarding herewith: __ Originals __ Copies __ Report Specifications ~ Prints __ ✓ Plans __ Drawings ~ Other e t:,.1.A.,, t? -b, L/tJ M M 1::::1--J\S Description:l=>rz.P..1 tJ ~/4 B ~ ~r?h D!fv?q ~t.J b jZ:SV11;!;\JJ C,OMIJ\ ~ SENT FOR: STATUS: PLEASE NOTE: __ Your approval __ Preliminary __ Revisions __ Your review __ Revised __ Additions __ Your files __ Approved by us __ Delections __ Per your request __ Returned by us __ Corrections __ Your signature __ For use on job Remarks: ~ Copies to: ' ~" B Av D~~..J ( Aiz.L-1~,-; Received by: If enclosures received are not listed above, notify us at once. 2101 Fourth Avenue, Suite 320, Seattle, WA 98121 • (206) 727-2220 • FAX (206) 727-2216 •. -·-·•·'•• ···------ ---··- - . ··- ·-- .. ····- _.,,, ·~-- - ·-·· -· - - ... --- -~- DATE: 7) z_. / C; lP CONTENTS: ✓C orrecti. on L' rst I r B&H P.C.#: 3-}tJ.-V 19 ,cJ ( / Other PROJ. NAME: f:AM\u'1 &Juf.J*e::Z/1/Jo:i 0VuL:? CORRESP. TO: A~ ~tJqit:J~,. ltJu. ADDRESS: 8,jS ~ i.ao¾ -A,-J~ >:J e / ~ -Z:c:; I ~t.A~e:vue:. IJ~A: i-3~o-~5 I To the Applicant: The City of Arlington is utilizing Berryman & Henigar for grading, drainage and flood plan review services; it is B&H's goal to provide a quality review and minimize the impact of third party review on the applicant. Please note the items listed below so you will better understand our role in the City review process and avoid delay in processing plans through Berryman & Henigar. 1. Berryman & Henigar's review encompasses the grading, drainage and flood control portions of the City of Arlington's Stormwater Management Ordinance (16.10), Flood Plain Ordinance ( 16.28), Flooding Hazards Ordinance ( 16.24), and the Stormwater Management Manual for the Puget Sound Bas.n. 2. When addressing items on the correction list, please explain how the item was resolved in a response letter. Any new or revised information, which relates to the correction items, should be referenced. 3. Please resubmit all information to Berryman and Henigar for further review purposes. The number of corrected drawin·g sets should be in accordance with the City of Arlington submittal requirements. Once final approval is obtained, you will be notified by the City on the status of the permit application. If you have any questions regarding any of these items, please let us know. Berryman & Henigar 2101 Fourth Avenue, Suite 320 Seattle, WA 98121 (206) 727-2220 FAX: (206) 727-2216 2101 Fourth Avenue. Suite 320 •Seattle.WA 98121 tel 206-727-2220 fax: 206-727-2216 DRAINAGE REVIEW COMMENTS July 2, 1996 PROJECT: Family Counseling Services 223 Burke A venue 1. The Stormwater Management Manual for the Puget Sound Basin, Section III-3.4 and Section III-3.6.4 require that the design infiltration rate (fJ be one-half of the soil infiltration rate (t). Please verify values used in the analysis. 2. Please provide a complete calculation package (in addition to the summary sheets provided) with the resubmittal. Include definitions of the commands and notations, input values, etc. 3. Per the Stormwater Management Manual for the Puget Sound Basin Section III-3.1.1 and Section III-3.6.4, infiltration trenches must be preceded by a pretreatment BMP. A minimum installation would be an oil/water separator. 4. In accordance with the City of Arlington Stormwater Management Ordinance No. 16.10, a soils analysis and report is required for all proposed infiltration systems. Please include the Nelson Couvette report with the resubmittal. 5. Siltation fence details shall conform to the minimum design requirements of City of Arlington Standard Plan No. G2. 6. Please submit three copies of plans, calculations and other documentation on future submittals. Two copies will be retained by the City, with one copy returned to you with any comments. 30078.01\ARLINGTON\MAP\FILEB:\FAMILYCS\COMNTSOl 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel 206-727-2220 fax: 206-727-2216 June 18, 1996 Mr. David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA 98223 Subject: Engineering Plan Review Family Counseling Service Property (223 Burke Avenue) Dear Dave: I am forwarding two originals of this letter confirming our agreement, whereby the City of Arlington (CITY) requests that Berryman & Renigar (B&R) perform civil engineering plan review on the above referenced project. B&R will conduct the review for conformance to the ordinances and requirements listed on the attached Jurisdiction Information Sheet. We will conduct an initial review of the plans (for grading and stormwater) and storm drainage calculations plus up to two additional follow-up reviews. It is our understanding that the CITY will compensate B&R in the amount of $1,800.00, on a lump sum basis. B&R in no way warrants or guarantees the accuracy of the applicant's (Family Counseling Service) design. Please indicate your agreement by signing both originals of this letter, retaining one original for your files and returning the other to our office. Our receipt of the signed documents will constitute authorization for B&R to perform the work. Initial review comments will be forwarded to the applicant within two weeks of our receipt of work authorization. We are looking forward to this opportunity to provide engineering services to the City. If you have any questions, please do not hesitate to call me at (206)727-2220. Sincerely, BERRYMAN & RENIGAR Michael A. awlak, P .E. District Manager Civil Engineering Division - Seattle Date b--£046 Attachment ARLINGTONIHAMILTON\FILE:B: IF AMIL YCS\AGMT0618. LTR 2101 Fourth Avenue, Suite 320 • Seattle, WA 98121 tel: 206-727-2220 fax: 206-727-2216 An Equal Opportunity Employer r BERRYMAN & HENIGAR ENGINEERING PLAN CHECK Jurisdiction Information Sheet 1. Jurisdiction of _ _...!,.C~/...:....1..\-..:.....,q4___,d~-£~..L.A_:_r---L.:,_~ 1...:....Yv=t?i.µ1]'--'=i:'.-'::....1f'\'--'--_,,W'-=--'A _ ~ ~ 7 2. Contact Person(s) Name and Phone No.: I I 3. Plan Routing to: ~ Applicant ~ □ Agency Special Transmittal Requirements: :r n; ~ J ~ ~ r-. 4-w i!N'- ;'.:;) vto M , t--r u--1 -b r-&\-vv-~d ~ (CQp':-\ c,, ½1.\ , 6 ~\ ~WrY'Ld :b, fl.,·1-+y • 4. General notes for inclusion in plans? □ Yes ~No 5. Ordinance Requirements? ~ Yes D No 6. Design Manual, Standards or Codes. (Please list.) e.~ l&-<v~&~ MAr.vl-.1 ,, ,, J, 1 "± Ari ·¥¥i +i!iv--. yY\oh~ {A)llr~ 1 L:AlJV:>4--r-v <=-±!c!>Y' 5'.t:2'MQ 1--t" .d ~ /4rA-4 ~6 ,· h ~ ~ d Med Se.p~ u~b-w- i q q 4- . PropoaaWBJdeS fty/Jur-lnfo . .Eng r 7. Agency correction list format required? □ Yes j4' No 8. Conditions of Approval to be reviewed on all projects? ~Yes ~ □ No (If no, please explain.) 9. Plan format requirements: a. Type and size of documents _ b. Title block (attach criteria) _ C. Other 61L tue N\V) l ~i lD lu 10. Approval format: □ Sign/initial acceptance □ Acceptance stamp ~ Transmittal only 0 r, tf-t:,J ~ f?V¼½ -6 11. Special policies on: (Reference and attach if appropriate.) ([)v-d I ~ Propoub/BldgSfty/Jur-lDfo . .Eng I ;;_~:....o:..-----~-- - ·-·-····~-- ··--···-· -- . ) ~-- - ·- .. ---·-· - .J - - - < ... --s~~~ ··------ 12. Fee structure: At0 ?~-k-,.d [!VJ ~p:~v l,bt--kw of ~¼.k-~ ~ . Note: 1. Any _pertinent information to be used in the plan review process may be attached. An index or cover sheet which highlights the content of reference manuals or policies should precede such texts if lengthy. 2. If agency representative wishes to update the information which has been provided to B&H staff, please notify us and our forms will be changed to reflect them. _______________ Agency Representative/Date B&H Representative/Date Ne~', --r-'MA ....Jvrv>dtt.-+u,-v.-. X +~-hj...w =:>~t- UJ~ ~~ ~ d~ / trv----- l.v M t1--{- J.vf\.U 1t1 ,~e...v. 1 Propoula/BldsS fty/Jur-Info.Eng /II B'!rrym'!_l7___ ~ __ Henig_ar CITY OF ARLINGTON CITY COUNCIL AGENDA ITEM: FILE NlThIBER: New Business #13 ATTACHMENT 0 SUBJECT: Waiver of fees for Family Counseling Services Inc. l¼EETING DATE: April 15, 1996 DEPT. OF ORIGIN: Public Works CLEARANCES: EXPENDITURE REQUESTED: COMMITTEE REVIEW: None ATTACHN!ENTS: Staff memorandum with attachments S1J1.111ARY STATh\1ENT:Family Counseling Services requests waiver of fees based upon the project being 100 % governmental funded. RECOMMENDED ACTION: Recommend that no fees be waived. ALTERNATIVES: 1. Remand to staff 2. Table for further consideration Dept. Supervisor r CITY OF ARLINGTON MEMO PUBLIC WORKS DEPARTMENT To: Mayor Kraski an From: Ed McMillan Subject: Waiver of fees for Family Counseling Services, Inc. Date: April 5, 1996 ISSUE Request for waiver of fees for Family Counseling Services, Inc. Apartment proposed to be located at 223 E. Burke Ave. ATTACHMENT Letter requesting waiver of fees dated 2/1/96 BACKGROUND Family Counseling Services is proposing to construct an apartment. It is funded entirely with public monies. Sources are: • Community Development Block grant (federal) • Home Program (federal) • Housing Trust Fund (county) • HUD/Mc.Kinney Supportive Housing Program (federal) • Community Trade &Economic Development (state) • Family Housing, Inc. (Reserves) Thru preliminary review it has been determined that fees payable to the City would be approximately $31,160.00. DISCUSSION The argument that the City government should not charge Family Housing (100% government funded) for fees because it is ultimately the taxpayer that pays and in effect pays twice is valid only if along with that rational we can assume that the City can somehow avoid the unfunded mandates that are imposed upon the City. Unfortunately we can not and in reality the taxpayer is not paying twice because the other agencies that are funding the project are not subsidizing the services that these fees support. Our fees only cover local expenses that reflect otherwise unfunded services. RECOMMENDATION I RECOMMEND THAT NO FEES BEW AIVED r, Professional Services: Outpatient • Older Adult Services Residential Treatmem · Emergency Services Family Counseling Service Heaa Injury Treatment · Housing Facilities 206/348-5989 • 800/457-9303 * of Snohomish County VOICE MAIL 206/514-8639 ADMINISTRATIVE OFFICES i 11 SE Evererr Mall Way 3u1lding i February 1, 1996 Evererr 'NA 98208 fax (206) 51H638 Mr. Thom Myers, and EVERITT OUTPATIENT Members of the Arlington City Council 1 1 1 SE Evererr Mall Way Arlington City Hall Building f 238 North Olympic Everett WA 98208 Arlington, WA 98223 fax 12061 514-8638 SMOKEY POINT COMMUNITY Dear Mr. Myers and Members of the City Council: SUPPORT SERVICES 3707 168/h Slreet NE Su1e 1 Family Counseling Service, Inc. has received final funding commitments for the construction Arlington WA 98223 of our proposed five-unit apartment house to be located at 223 East Burke Avenue. This fax (3601 659·6135 project will provide affordable housing for otherwise homeless and very-low income persons with mental illness. We are anxious to see the project develop quickly and hope to begin SMOKEY POINT OUTPAT/EtH 3707 1681h Street NE construction during the dry summer months. Suite I Arlington WA ~8223 On January 11th we met with Mr. Myers, Dave Anderson, Mike Ehrens, Roger Tucker (of fax (360) 659·6 t 35 Gleason & Associates, the architects), and a member of the FCS board of directors to SOUTH COUNTY OUTPATIENT discuss the project in more detail and to make sure that our plans coincide with City of 69 t 2 220th S/reel SW Arlington expectations and requirements. We felt it was a good meeting and look forward to Suite 301 further cooperation and progress. Mountlake Terrace WA 98043 Fax 1206) 353·1845 One issue that remains unresolved relates to City of Arlington fees, as follows: MONROE OUTPATIENT & COMMUNITY SUPPORT SERVICES Park mitigation Per unit (5) $500 909 West Main Siree1 Monroe WA 98272 School mitigation 1 BR unit (4) $1,960 · Fax (360) 794·0433 2 BR unit (1) $950 Water per unit fee Each (5) $7,500 MILL CREEK Sanitary per unit Each (5) $10,000 16000 Bothell-Everett Hwy Suile 265 Water line @ Alley $4,500 Mill Creek WA 98012 Fire Hydrant $3,000 fax (206) 742·1416 Alley Paving $2,250 EDUCATION & Curb cut for barrier- $500 RESOURCE CENTER free sidewalk 1227 Second Slreet Marysville WA 98270 Total $31,160 fax (3601 65j.1108 RESIDENTIAL TREATMENT Family Counseling Service requests the City of Arlington to abate the fees attendant to the & EMERGENCY SERVICES construction of this project. We are a non-profit mental health agency and endeavor to keep 124 Avenue B Snohomish WA 98290 costs down on all community-oriented projects we help create. T.he Arlington fees comprise fax (360) 568·0396 almost ten percent of the entire construction costs for this project. STANWOOD One of our aims is to create a finished apartment house that is energy- and cost-efficient in 27500102nd NW Sianwood WA 98292 the long run. A substantial reduction in city fees would allow us to incorporate siding and heating that, though somewhat more expensive initially, would reduce maintenance and SNOHOMISH CHALET operating costs over time. We hope to use resource-efficient exterior siding (more 1705 Terrace Drive expensive than wood in the short run) and central gas heating (again, more expensive to Snohomish WA 98290 Phone 568· l/55 install but significantly cheaper in long-tenn operation). fax (360) 568·3105 LAKE STEVENS 404 91S1 Ave NE Suile A·2 Lake S/evens WA 98258 ·1 p.2 Funding for this project ultimately derives from taxes paid by the citizenry. We feel that we have a mandate to keep development and constructions as low as possible; for that reason we respectfully submit this request for an abatement of mitigation fees. Thank you for your gracious consideration of our request. Sincerely, · ~ ~:..,___----- Steve Lowe Housing Program Manager 1227 Second Street Marysville, WA 98270 Phone (206) 348-5989 l \ I CITY OF ARLINGTON \ Planning and Community Development \ April 14, 1997 RE: Family Counseling Interested Residents: On March 20, 1997, the City of Arlington and Family Counseling met with residents of the neighborhood to discuss concerns about the Family Counseling project. During that meeting a number of concerns were listed and the City indicated that they would respond with the list of concerns and pending actions to resolve some of the issues. This letter includes an inventory of the concerns mentioned at that meeting and a description of some remedies that have already been taken. The following concerns were voiced at the meeting: 1) Crosswalks need painting; 2) U-turn sign is hanging upside down and in disrepair; 3) Stop sign is missing; 4) Construction related pot-hole in the alley; 5) Construction activity blocking alley; 6) Contractors working beyond legal hours; 7) Flooding and stormwater problems in the alley as a result of high ground; 8) Construction related broken paving edge; 9) Concerns about fire danger due to the close proximity of older houses to the project; 10) Street crossing to the bus stop in the southwest comer of the intersection. The neighbors also asked several questions about the Family Counseling Facility. These are as follows: 1) What kinds of people will live in this facility? Ans. Chronic mental illness including schizophrenia, bipolar disorders and depression. Tenants in this facility will be medicated and capable of living normal lives. 2) What service providers will be available at the facility? Ans. Doctor visits, Case Managers visits 3) Will sex offenders or other criminals be allowed? Ans. No The City of Arlington has committed that it will take follow up measures to see if certain concerns can be alleviated through actions. To date of the list of concerns expressed, the City has scheduled Jb/letter/Famcounl 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0361 • (360) 435-0724 • FAX (360) 435-3906 crosswalk paintings for this summer, removed the U-tum sign, replaced the stop sign, and the alley will be regraded and paved at the end of construction. We have talked to the contractors about blocking the alley and working unreasonable hours. The City will be repairing broken paving edges this summer as well. The City also committed to having a follow up meeting within six months of our first neighborhood meeting. Neighbors are also encouraged to call Chris Jowell, housing coordinator for Family Counseling Services at (206) 349-7219 or John Burkholder, Director of Community Development at (360)-435-0361 if you have concerns. The City will keep you in touch with further progress. Sincerelyw, ~ ohn W. Burkholder Director, Planning and Community Development JWB/rs c: Chris Jowell, Family Counseling Howard Christianson Theresa Harrison Ardelle Schoellhom Jb/letter/Famcounl TEL: Apr 11'97 9:58 No.002 P.01 ' ' . .A ..... -- ARLINGTON PUBLIC WORKS FAX TRANSMITTAL SHEET PUBLIC WORKS OFFICE· 816 N WEST AVENUE MAILING ADDRESS 238 N OLYMPIC ARLINGTON, WA 98223 PHONE: (360) 435-3811 · (360) 435-3811 DATB: 4- (~(97 To: ,.I)e,vE;: AN.DE~< soN FIRM: 0. 0. A- 8 \d.y . .Def+. FAX NUMBER: ( ) _ FROM: _ _._~---......-------~------ SUBJECT: ~tu:::;-l ly Cak:a.:$e\.lAJ NUMBER OF PAGES TO FOLLOW: _......:;1- _ IF YOU EXPERIENCE PROBLEMS RECEIVING THIS FAX, OR IP YOU DO NOT RECEIVE THE NUMBER OF PAGES INDICATED, PLEASE CALL OUR OFFICE AT (360) 435-3811. ADDITIONAL COMMENTS: -DM<- :I k\tud k. W{" "'T~lur -t 1:::,:";:, 'tk:>f"'~r:5 he 4:J.;ct.c( k2 ~ ' J\ .9'fu .-t\.R e- t\i.~ ~ '~.:1 , 2. {l -s:a WM' cw:-n @bf> -500 crl) Puodby; Due: Time:------- TEL: Apr 11 '97 9:58 No.002 P.02 ") . ) Pro/Nllon,t Stll/Qf: ~Ou/pl- tlenl,,..,,.,,. QIIJt, , . 'Mlllt """""°"' s-ic.. ~ Family Counseling Service Hill/d lniuftl 'JINtment • /Gltlt!Q FaGIIIIIH lt/SIHI.,,., • ,.,,,,.,,__ . * of ■nOhaml■h County V01C! MAIi. aoe,t1+1SSI --1111u- ,111 Mill- • Febtuaf)' 1, 1"8 ,. '-••• • 1 .. Mr. Thom Mytrt. and Mllff-- Members of the Arlington City Council ... 11111 ... Mllllllr Arlington City Hall ( · 298 North Olympie .......rs-.·.... ,- ~ .. Arington, WA 11223 Deat Mr. Myers and Members of the City Council: Jll7W.,_I ..•1 .. · · Family Coun,cHr.g Senr1ce; lne, has 1'9celved final funding commttments for the constnrcdon- · of our proposed five-unit apartment house to be located af 223 Ellt Burxe Avenue. This ,. llfJl8'115 project will provide affOldable housing for otherwise hom1IU11nd vesy-low Income parsons .., ..... . wtth mental Illness. We ara anxious to see the project develop qulekly and hope to begin n••• COMtnJctlOn durtng the dry summer months. $el On January 11th we met with Mr. Myers, Dave Anderson, Mike E!hrens, Roger Tucker (of ,. IINll5U12S --·- Gleason & Associates. the architects), and a member of the FCS boata of dlractors to &IIIWmrYOIIPATBT discuss the project In moro detail and to make sure that our plans coincide With City of 1tr••• Artlngton exs,ectatiOfll and requirements. We felt it was a good meetq and look fofward to ....-- ...... . further cooperdon and progrus • II IIDIIID·IIII . .~~..-.--.. -· -- one taue that 1'8fflllne unresolved relates to City of Arlington tau, as follows: Plllk i'ntUgatk)n Per unit (5) $500 ~,. .,-,... IZJI School mitigation 1 BR unit<•> $1,080 2 BR unit (1) $950 Water per unit fee each CS) $7,500 8anftllyperunlt Each (S) s,o,ooo ..•·-i:...- ~•. -•2 ""' Wltlr llne O Alley $4.500 ,.. .,.Mtl FnH)'dtant $3,000 ADeyPIVlng $2,250 Curt, cut for bamer- ssoo --- · ft'Ntldewalk --It, ...•. 11111 ,. ... , .. Total $31,180 1111111111111 IUIIIIIIT Family Counsellng Service requests the City of Arlington to abate the fees attendant to the conatnlction of thJs PIOJ,ct. We are a non-profit mental health agency and endeavor to keep 1!1 ... I ·--- cotts down on Ill community-oriented projects we help create. The Mlngton fees comprtse ,. ---·-- - almost ten percent of the entire construction costs for this project. ITAl!io'9 One of our almt It to create a finished apartment hou$8 that Is ene,vy• and oost.efflclent In llllt 1<1111d llW ...... the long run. A substantial reduction In city fees would allow us to Incorporate siding end heating that, though somewhat more expensive Initially, would reduce maintenance and IIMIIIIICIUUT operat.1g coa over time. We hope to use resource-efficient exterior siding (more llUSlnDDIII expensive Ulan WOOd In the short run) and central gas heating (again, more expensive to ---- ·..,,- 55 Install but llgniftcantJy cheaper in long-term operation). ,. (&IINW11 ..Ulf...lll9 .... S.A-! i.a..•• ':.,..,>., .·. TEL: Apr 11 '97 9:59 No.002 P.03 ') ) ) , ... ) p.2 Funding for thll projeet ultlmately dartvos from taxes paid by the cttlzanry. We feel that we have a mandate to keep development and constnactlons u low as poSSlble: tor that reuon we respectfully submit this request for an abatement of mitigation fe•~ Thank you for your · gl"ICIOul cxwlderltlon of our request. Slnonfy, . \. _,tJ -~ ~.......i;~e..'---------~- Stevel.awe . HOUling. Program Manager 1227 Second lttMt ~le.WA 11270 Phone (:2oe) 348-5989 GLEASON & ASSOCIATES Architects April 4, 1996 Mr. David Anderson City of Arlington Building Department 238 N. Olympic Avenue Arlington, Washington 98223 Re: Family Counseling Service New Apartment Building 223 Burke Street, Arlington, Washington Revised Scheme Dear David: Thank you for your previous administrative review of this project. Per your administrative determination on the side yards we have redesigned the project to conform our understanding of the zoning requirements for the site. The revised design drawings are enclosed. The new design is for a four unit (two 2 bedroom units and two 1 bedroom units), two story building. Accordingly eight parking spaces are provided. The parking spaces are accessed from the alley and two of the eight spaces are compact. One of the eight spaces is handicap accessible. A dumpster and recycling area is provided at the east property line. As we understand the code requirements for this project you will be reviewing the project as an R-3, congregate residence. Accordingly no handicapped accessibility is required since there are fewer than 1 O residents. However we have designed all the public spaces on the first floor to be handicapped accessible and the first floor unit is type "B" dwelling unit. Also, according to R-3 occupancy requirements, no dwelling unit separations are required. Before proceeding further we would appreciate it if you could review this preliminary design and confirm that we are on the "right track". We welcome any and all of your comments. Please do not hesitate to call if we can provide further information or clarification. Sincerely, Roger Tucker Associate cc: Steve Lowe, Family Counseling Service 2013 Fourth Avenue, #403 Seattle, Washington 98121 Telephone (206) 441 8830 Facsimile (206) 441 0593 CITY OF ARLINGTON Building Department February 27, 1996 Roger Tucker Gleason & Associates 2013 Fourth A venue #403 Seattle, Washington 98121 RE: Family Counseling Service New Apartment Building 223 Burke Street, Arlington, Wa. Dear Roger: I received your request for the administrative decision for the proposed five unit, two story building located at 223 Burke Street. As per the Arlington Municipal Code and discussion with the City Attorney, the following shall apply to this project: 1. Sec. 20.14.020 Yards ( e) yard requirements may be reduced by the City Supervisor up to fifty percent of the required dimensions upon a showing of unusual circumstances because of topography, vegetation or irregular lot shape. Conclusion: the site proposed for this request does not apply to this requirement. The lot is flat and of normal lot shape. Therefore the request for side yard setback reduction cannot be granted. Also it appears that the proposed site plan shows a total of 8 parking spaces. For a 5 unit apartment the AMC section 20.14.080 c. requires 2 (two) spaces per dwelling unit. If you should need any further assistance you can contact me at 435-0724. si16ete\. ly, ti·~~ ' I u•; )}J}, . t /' , . ~------ David W. Anderson Building Official DWA/rs 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 • FAX (360) 435-3906 GLEASON & ASSOCIATES Family Counseling Service would like very much for the proposed building to be a good neighbor and blend with the essentially residential character of the neighborhood. But, because of the parking requirements and setback requirements for the site, any proposed development for the site with five units would have to be three stories. While a three story building is allowable under the zoning code, we do not feel this is in keeping with the character of the neighborhood. Therefore we are writing to request an administrative decision to reduce the sideyard requirements so that the building can be constructed as a two story structure rather than a three story structure. We request a reduction of the side yard setbacks from 20 feet total to 1 0 feet total. This would mean a 5 foot setback on the east and west sides of the site. The front and rear setbacks remain 20 feet each. Enclosed are the following documents for your consideration: Survey of Existing Site Schematic Site Plan Schematic South Elevation Thank you for your consideration of this request. We look forward to your response as promptly as possible so that Family Counseling Service can continue with the project. Please do not hesitate to call if we can provide further information or clarification. %Sincerely, 2)~ Roger Tucker Associate cc: Steve Lowe, Family Counseling Service 2013 Fourth Avenue, #403 Seattle, Washington 98121 Telephone (206) 441 8830 Facsimile (206) 441 0593 ~/iP \._ CITY OF ARLINGTON r CONSTRUCTION I PERMIT 91- ' / D COMBINATION □ BUILDING □ MECHANICAL □ PLUMBING □ SIGN PERMIT NO. ~3~ OWNER MAIL ADDRlSS CllY ZIP PHONE i='°A~ u: C,f_c.{ ,-ti, 51'.MJc.J=. l// 5 fl. 'f--UR:J)&,T M ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE 2o1J lft::!z.. c, tiLt-o.3 5~u:.. Cf o IZJ Lft/1-,;,,;-,,7 D MAIL ADDRESS CITY ZIP PHONE LICENSE If Cut-t l c Af Llt-<4. n::t-1 6 S-o/ - <f .rs- I MAIL ADDRESS CITY ZIP PHONE LICENSE fl ~CONTRACTOR MAIL ADDRESS CITY ZIP PHONE. LICENSE. I 5rtOlloiA111 /-I E ~c rL--, c lf't C. , ft:i Jsr;;>O Z2.l ~ /k ,_ Vh' 12F-9? F':/ ; CLASS OF WORK o« O EI f I O .PW ~~lW D ADDITION DAL TE RATION D REPAIR D DEMOLITION D BUILDING RELOCATION ~ VALUATION OF WORK z s ~oo~, 0~ l:tl OlSlRIBE WORK 3= 1- w - . - CD PRUPOSf O USE Of BUILDING f/) Lf-fL£p I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- w z TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- . :J Llt,,\L OlSCRIPIION or PROPlRTY (SHOWN BE.LOW OR ATTACH ~OUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK ..J ..J LOI ___ BLOCK __ ._or WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE ct GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO w I-· i/&lf?- (}3/- 0~7-0CJo VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR w ..J· TAX ID NUMBER FROM PROPERTY TAX STATEMENT LO~EGULATING CONSTRUCTION OFTHE PERFORMANCE OF a. :Ii: CONST ION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. 0 SIGNATU CONT70RAUTHORIZEOAGENT DATE (.) IOB ,>.OORLSS 2~ 3 f~ {:So-rk St t X ~ /{__ -~ . (OFFiCE USE ONLY) ... V PLUMBING MECHANICAL NO. TYPE OF FIXTURE FEE x's FIXTIJRES NO. TYPE OF EQUIPMENT PEE x's PIXTIJRES WATER CLOSE!' (TOILEr) /\IR COND. UNITS - H.P. E'A. Bquip. list•• BATHTIJB REFRIGERATION UNITS - H.P. EA BQuip, list•• LAVATORY (WASH BASIN) BOILERS - H.P. EA. Bquip. list•• SHOWER GAS FIRED A.C. UN ITS - TONNAGE EA. Bquip. list•• KITCHEN SINK & DISPOSAL l'ORCED AIR SYSTEMS - B.T.U. MEA DISHWASHER WALL HEATERS - B.T.U. M ~UNDRYTRAY UNIT HEATERS - B.T.U. M ... r:;LOTHES WASHER EVAPORATIVE COOLERS ~ATER HEATER r:;LOTIIES DRYERS URINAL .. ~ENTILATION PAN DRINKING FOUNTAIN ~GE HOOD COMMERCIAL 17LOORDRAIN ~IR HANDLING UNIT - CPM ~ACUUM BREAKERS $TOVE ROOP DRAINS - RAINLEADERS METAL FIREPLACE& CHIMNEY SINK (SERVICE - BAR, ETC.) WATER HEATER . GAS PIPING "(up to 5 = $3.00, addol. = $.75 •Equipment list must be provided SUBTOTAL s SUBTOTAL s PERMIT ~ PERMIT s TOTAL PEE s TOTAL PEE $ SIOL Y ,\RO ~l I BACK S TRlll SL I BA(K REi>:R YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FE.E ... FEE ' RECEIPT NO. US[ /ON[ LOT AR~.A VACANT SITE FEES VALUATION FEE QYE.S ONO TYPLmCONSl. OCCUPANCY GROUP NO. OF DWELLING UNITS PLAN CHECKING 'IG BU'LDING $ SILL 01 BLOG. NO. or STORILS MAX. OCC. LOAD PLUMBING FIRE SPRINKLlRS RlQUIREO □ MECHANICAL YES ONO COMMENTS STATE BLDG. CODE ENERGY CODE SURCHARGE U.B.C. PENALTY SEC. 303(a) RECFJ'IED WATER/SEWER FEES TOTAL JAN 2 ~. 1997 !., PERMIT VALIDATION ~' WHEN PROPERLY VALIDATED IINTHIS SPACE) THIS IS YOUR PERMIT & RECEIPT CITY OF ARLINGTON PAID CRII BY ,.. cc: ASSESSOR, APPLICANT. TREASURER. BLDG. DEPT. 8UILDING OFFICIAL DATE RECORDS COPY ~ -- -._I CITY OF ARLINGTON CONSTRUCTiON PERMIT D COMBINATION D BUILDING ~ MECHANICAL D PLUMBING D SIGN PERMIT Nof4AA J OWNER MAIL ADDRESS cnv ZIP PIIONE ARCHITECT OR DESIGNER MAIL ADDRESS cnv ZIP PIIONE GENERALCONfRACTOR MAIL ADDRESS CITY ZIP PIIONE llctNSE. I K""m~ c .... ~ -t. MlCIIANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PIIONE LICENSE f Ev~r~{H.I\ s~""~ct $'h_~,d- Jl'lt ~4l P-o. 6-:i~ IS-vK' Evf~·i;-- "18).0 ft: as». - J 111-1 i.:-vl~a... &S - St :ok 7 PLUM G CONTRACTOR MAIL ADDRESS CITY ZIP PIIONE LICENS[ f ; CLASS Of WORK i (Zf-t-lLW O AOOITION 0 ALTERATION 0 REPAIR 0 OEMOLIIION O BUILOING RELOCATION ~ VALUAIIONOf WORK z s / 5' O<J () HJ DlSt:RIBE WORK ~ ~~J f I' w Pr + G - !XI PRUPOSI D USl Of BUILDING I ~ f/) F-a,M I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- w z I ( G..,A.5"5l. '•'AC, TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- :J LL<,lll Ol~<"RIPUON 01 PROPlRTY (SI~ BELOW OR AIIAUI IOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK ..J LOI ___ ALOCK __ ._or WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE ..J c( GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO w g VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER ,.,.,, FROM PROPERTY TAX STATEMENT I.OCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF Cl. CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. :I D SIGNATURE Of CONTRACTOR OR AUTHORIZEO AGENT DATE o JOB .\OORLSS ~ ~ .. _,,,.._..,. ~· t 2,J.. :> .of2_ -.,rk- t S\ X ~c~1 l-f -ts: -'7) (OPiiicl! - ·---·-·· US8 ONLY) PLUMDINO MllCll¼.CAL NO. TYPB OP PIXTURB Pl!.B x'a PIXTURl!.S NO. TYPE. OP l!.QUIPMBNT Pl!.B x'aFIXTURl!.S \ ~ATER CLOSEf (TOILEI'l e\lR COND. UNITS - 11.P. l!A. k!cii.p. lllt •• M,TIITUB U!l'RIOllRATION UNITS - 11.P. llA. ~i.P. Ila•• 1 ·,1, -rs 1.A""'TORY (WASII UASIN) I IJOILllRS - 11.P. llA. /<70 c o a J!qulp. Ila•• ' 5110W\!R □AS l'IRl!.D A.C. usrrs -TONNAOBRA. [!quip. Ila•• KITCIIE~INK & DISPOSAL 10RCl!D AIR SYSTl!MS - B.T.U. MRA UISIIWASllffll. WALL IIEATl!.RS - B.T.U. M .AUNDRYTR~ UNIT 118ATERS - B.T.U. M ... CL01111!S WASHI!.~ ,!VAPORATIVBCOOLl!.RS ~ATER 111!.ATl!R '\. I cr.orues DRYERS q ~-0 µRJNAL '\. WBNTILATION PAN PRINKINO POUNTAIN '\. -· lANOB 1100D COMMERCIAL ~LOOR DRAIN '\. i\lR IIANDLINO UNIT - CPM VACUUM BRBAKl!RS "- srovn llOOP DRAINS - RAINLl!ADBRS "- MBTAL PIRl!PLAC8 & CIIIMNBY q ~ SINK (SBRVICE - BAR, l!.TC.) '\. I WATER IIBATl!R . " 3 □ASPIPINO •(up to S • $3.00, addnl. • S.75 G' ~o .. "- "' ••&ulpmclll llat mua be provided " SUllTOTAL I "' SUIITOTAI, I l'l!UMIT I ' - ,.. PlllLMIT - I , 4J TOTALPl!.8 l ' ' --·- .I _ .... I I ... 'I L,,,C SIUL Y ,\RO ~l I IIACK STRll i" SL I BACK REAR YARD SETBACK " '- PLAN CIIECK NUMBER L PLAN CHECK FE ~ ;,-,ri, ..-, < RECEIPT_fC C. f) ) US!" /UNI LOI AIU.A VACANT SIT[ ~ r _,., ___ , Ill' o-» FEES VA~Tl<ffl9 - ,yr-- ONO - IVPl 01 CONSI. OCCUPANCY GROUP NO. or DWELLING UNITS PLAN CHECKING 'I G BU'LDING $ Sill 01 BLOC.., No.or SIORILS MAX. OCC. LOAD PLUMBING \ f IRE. SPRINKURS REQUIRE I> ~ rr-« MECHANICAL 5°1 2~ ONO STATE DlDG. CODE COMMEN~~ ENERGY CODE SURCHARGE U.8.C. PENALTY SlC. 303(•1 WATER/SEWER FEES -~~~El~D .. I - ·- ~ TOTAL ~q, .L. ~ : APR151997 ··. PERMIT VALIDATION WHEN PROPERlY VALIDATED UN THIS SPACEI THIS IS \'OUR PERMIT & RECEIPT ::,;1TY Of ARLINGTON PAID CRII BY cc: ASSESSOR, APPLICANT, TREASURER, BLOG, DEPT. BUil DiNG OFrlCIAL DATE RECORDS COPY 'I.~ "-...._. CITY OF ARLINGTON CONSTRUCTION PERMIT PERMIT ND-: 96-2084 Owner: FAMILY COUSELING SERVICE 111 SE EVERETT MALL WAY EVERETT 98201 Value of Work: $320,000.00 Tax ID: 4&18-031-027-000 Phone: 20& 742-3232 ~ Describe Work: CONSTRUCT 4 UNIT MULTIFAMILY BUILDING ~ 1 Proposed Use: RESIDENCE • Legal Description: LT 28 BLK 31 HALLER CITY ADDITION Job Address: 223 BURKE AVE , Contractor's Na■e Type Address License# ~ RAMO CONSTRUCTION G 17215 SMOKEY POINT DR RAMO*·H269MR w( TOTALS Fee .., y Site Civil Fee $2,2&9.57 ::; Permit Fee $1,792.75 .. J Plan Fee $1,1&5.29 ) State fee $10. 50 School Mitigation $2,304.00 TOTAL FEE ......•.....•..•. $7,542.11 AND EXAMINED THIS APPLICATION AND PAYMENTS ..•...••.•.•...... u, 034. 38 KNOW THE SAME TO BE TRUE AND COR- RECT ~ PROVISIONS OF LAWS AND TOTAL DUE .•..•.•......•.•. $&,507.73 DAT~ "-' ~J' CITY OF ARLINGTON CONSTRUCTION rERMIT □ COMBINATION 00 BUILDING D MECIIANICAL D PllJMBING □ SIGN ~-Mil No. J OWNlR MAIL ADDRESS Cll V ZIP { rlloNE -- - \ Family Counseling Service 111 SE Eve~ett Mall Way Everet.t 98201 =-l42-3232 . ARCIIIIECT OR Of.SIGNER MAil Al>ORESS CIIV ZIF .~EJ Gleason & Assod, Arch. P.S. 2013 4th Avenue #403°. Seattle 98121 441-883 UFiUiA( cofllil'.At@A e MAIL ADDRESS ' --C-IIV -z,-,- f'IIONE Udl:ml To be selected ~6 . /'LI<!.... ~ MlClt/\HIClll CONIRIICTOR M/\ll IIODRESS CIIV ZIP PIIONE llCENSE f To be selected PLUMBING CONIRACIOR ESS CIIV ZIP FltONE 0 To be selected &1Jv1.Jlrfnv vs1a* ~- /Ytiti 3: CLASS or WORK • - II" i IZ} NL W O Al>l>IT ION □ AL TE RAT ION O REPAIR O l>EMULI I ION O 8Ulll>ING RELOCATION ~ VALUATION Of WORK I 320,000.00 DlSt:RIBE WORK ! New 4 unit, 2 story apartment buildin_g & associated sitework IQ PRurus, 0 USl Of BUllOING "\,/ I HEREBY CERTIFY THAT I HAVE llEAD AND EXAMINED THIS APPllcA- ffl Apartments ~ nm TleN AND KNOW HIE SAME TO BE TRUE AND CORRECT All PROVI- l>HCRIPIION 01 rROPlRTVlsllowN 8ElOW ()R Al I Acil I OUR COPIES I SleNS eF LAWS AND eRDINANCES GOVERNING THIS TYPE OF WORK :J u11--2§._oLoc1<_l1.._or Haller City Addition WILL BE COMPLIED Willi WHETHER SPECIFIED HERIN OR NOT. THE c( GRANT ING OF A PERMIT DOES NOT PRESUME JO GIVE AUTHORITY TO ~ 4618-031-027-000 VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF ~ TAX_ ID NUMBER FROM fROPERlY TAX STATEMENT .. I CONSTRUCTION, PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. ii 8 223 Burke Avenue ·. , L SIGHAIURl Of CONlAAClORORAUlllORIUOAGlNT OAll Weromm. t --~,~X~- u /hr.,. &·+_.·qc0 "~- ~{ofrlcii usii oHi}ij PLUMDIIIO Ml!.CIIJ\H ICAL HO. TYPB OP PIXfURB l'BB x'• PIXTURl!S HO. TYPB OP BQUIPMBHT PBB :a'• PIXT\JRl!S ~ J::;"" AtnR CLOSBJ' TOILBf Sl.00 MR COHO. UNITS - Ill'. BA. ll<a1A11. 11,t" A IJA'l11111B 17.00 '1,BPRIOl!RATIOH UHllS - Ill'. BA. l!,jiAp. Ull" b lAVATOR.Y (WASII BASIN) SJ.oo non..eas - 11.r. BA. Uci .. 11. Oil" ~IIOWBR 11.00 ~All PIRBO A.C. urms - lOHNAOB BA. l!a .. 11, llll '' _ 4 __ ~TCIIBH SIIU~ A lllSFOSAL S1.00 10RCBD AIR SYstnMS - B.T.U. MBA St.00 ,. - -~ tlSIIWASIIBR I U• ..no .. 1-- -- --- \VALL IIBATBrut - B.T.U. M St.00 UHDRY 'IRA Y .SJ.oo IJHIT IIBA11lrut - D.T.U. M S,,00 ~ 'LOlJll!S WASIIBR 11.00 llVAPORAllVBCOOLl!RS ~ AlBR IIBATl!R Sl.00 CLOTill!S DRYBRS \ . HJO ~RU{AL 17.00 YIJHTILATION PAN l 14JO ~RIHk.lNO FOUNTAIN I 11.00 - lt.l\HOB 11000 COMMilliCIAL suo _j_ 'LOOR DRAIH 11.00 f\lR IIAHl>LINO UNIT - CFM I I -- ~ ACUUM DRBAk.lJRS Sl.00 srovs HJO lOOP DRAINS - RAIHU!ADBRS 17.00 MBTAL l'IRBFI..ACll A CIIIMHBY UJO ~IH!r. (SBRVICB - BAA, lfl'C,) 11.00 I ~AlllR IIBATl!R HJO OASFIFINO 'Cue to 5 • U.001 addal. • S.75 I ==1 •' ~ulemonl 1111 mull be erovldod :3tl~===================: , , , , , ,----f----•--- .,..~UDTOTAL • SUBTOTAL ~ _/,, FBRMIT fl!RMIT ' 'yorALPBB s1~s I ffi1il ~ AtK i.l. Rltl ,-0 S 18"tk Ht/ 31.I USr /UNI lOI IIIH./1 f)0 /,'3 )'\t_t( -z_:. '7t./,C)q fALUATION 1Vrl 0V1 _tv cl?NJ I ocRcut r11Ncv GRoor No. or 4llNG u~IIS J:I 6 ~ , 2.. 4 ·- ·{( I 4-- uU.. B ' \ Sl/.lOIBltll,, NO.OISIORII.S MIIX.OCC.lOAD UlDING t /1Cf"2.. 7D 3Cfz_( 2- J..l,r _ rLUMDING I IRl sr,l'INkURS RlQUIR£1>1-----------1------,------➔ MECllANICAl ~ES ON3. STATE BlDO. CODE ENERGY CODE SURCHARGE I .. , I lb L-5-'0 1 v.B.C, rENAllY SlC. 30)(1) WATER/SEWER FEES ,~ ,~CEIVE rorAl JUN 12 rERMIJ VALIDAIION WmN rRorERLY VAUDAHU IIN 1111S srACEI JIIIS IS YOlJRrERMII & RECllrT MID CRN BY _ ~UY OF ARLINGTON cc, iiiitt.OINfJ Olfl(l.\l DAil ASSESSOR. APPLICAN.T, TREASURER. !:!LOO. DEPT. nsconos corv j ' ._,,, ' '- CITY OF ARLINGTON CONSTRUCTION PERMIT PERMIT N□-: 96-2271 Owner: FAMILY COUNSELING SERVICES li15 E. EVERETT MALL WAY EVERETT 9820 Value of Work: $2,000.00 Tax ID: 4618-©31-027-000 Phone: Describe Work: DEMO EXISTING RESIDENCE AND GARAGE Proposed Use: Legal Description: Job Address: 223 BURKE ST. Contractor's Na■e Type Address License# RAMO CONSTRUCTION G 17215 SMOKEY POINT DR RAMD***269MR TOTALS Fee Permit Fee $100. 00 ~I=~~~E~fR~ ~~ TOTAL FEE .•...........•... $100. 00 AND EXAMINED THIS APPLICATION AND PAVMENTS •.••.•••••••.•.••• $0.0 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE................. $100.00 ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER HEREI-N 0 DATE//-:Jtc,-f6 RECEIPT # ~7.:1.'6 '-.. -._) CllY OF ARLINGTON CONSTRUCTION PERMIT D COMBINATION D BUILDING D MECHANICAL D PLUMBING D SIGN PERMIT NO. i OWNER MAIL ADDRESS CITY ZIP PHONE ?A/1111-- ... ft,.ev /;e.s /I/SE Ellr #1/J,('- 1:vAy <c-1Jr.e.Frr- ~;:J • 7&z a IL ADDRESS CITY ZIP PHONE 6 "? its!) 10 t /J-.5 >' t1c. 2013 J=hv,-ft Ave :li,;03 -~/:JTT-€' WA GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE II /?rJMto MlCliANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE I ; CLASS OF WORK □ ~ □ NLW □ AOOITION AL TE RATION □ REPAIR □ DEMOLITION □ BUILOING RELOCATION ~ VALUA 1 ION OF WORK z s HJ -,l-f-~C-. l!-1 R_f_W_l_ll!_K_ 3: 1- w CD PRUPOS! 0 USE. m BUILDING (/) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- w z TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- :J LLt.AL OlSCRIPT ION or PROP[RTY (SHOWN BELOW OR A Tl ACH f OUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK ...J LOI ___ BLOCK __ ._or WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE ...J <( GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO w 1- <~/i - c; 51 - 6:).. 7 - c9~ VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR w ...J TAX ID NUMBER FROM PROPERTY TAX STATEMENT LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CL :ii: CONS~RMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. 0 0 IOB AOORLSS S:NATUREOFC0~7~ TE //z6/96 t ·2-25 80l2X'f s T /?Ff',- (OFFICE USE ONLY) .. PLUMBING MECHANICAL NO. TYPE OF FIXTURE FEE x's FIXTIJRES NO. TYPE OF EQUIPMENT PEE x's FIXTIJRES WATER CLOSET (TOILET) ~IR COND. UNITS - H.P. EA. l!quip. li,t•• llATiiTIJB REFRIGERATION UNITS - H.P. EA BQuip. list•• LAVATORY (WASH BASIN) BOILERS - H.P. EA. ~quip. li,t •• SHOWER ~AS FIREDA.C. UNITS -TONNAGE EA. J!quip. li,t .. KITCHEN SINK & DISPOSAL ~ORCED AIR SYSTEMS - B.T.U. MBA DISHWASHER WALL HEATERS - B.T.U. M LAUNDRY TRAY UNIT HEATERS - B.T.U. M ... CLOTHES WASHER EVAPORATIVE COOLERS WATER HEATER "LOTHES DRYERS URINAL VENTILATION PAN DRINKING FOUNTAIN - RANGE HOOD COMMERCIAL 17LOORDRAIN AIR HANDLING UNIT - CPM ~ACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE & CHIMNEY ~INK (SERVICE - BAR, ETC.) WATER HEATER . GAS PIPING •(up to S = $3.00, addol. = $.75 ••Equipment list mu,t be provided ... SUBTOTAL s SUBTOTAL s PERMIT PERMIT ~ TOTAL FEE s TOTAL PEE J .. SIL>L Y ,\RO ~l I BACK S rnu.t SL I BACK REAR Y ARO SETBACK PLAN CHECK NUMBER PLAN CHECK FEE RECEIPT NO. FEE/Ou'.~ USf /ONf LOT AR~.A VACANT SITE FEES VALUATION FEE QYES ONO 1 YPl Of CONS I. OCCUPANCY GROUP NO. OF DWELLING UNITS PLAN CHECKING \JG BU'LDING $ Sill 01 BLOG. NO. or STORILS MAX. OCC. LOAD PLUMBING FIRE SPRINKLE.RS REQUIREO MECHANICAL QYES QNO COMMENTS STATE BLDG. CODE ENERGY CODE SURCHARGE U.B.C. PENALTY SEC. 303(a) WATER/SEWER FEES TOTAL ~ PERMIT VALIDATION ~v :11-4/f WHEN PROPERLY VALIDATED IIN THIS SPACE) THIS IS YOUR PERMIT & RECEIPT l (< PAID / CRll BY 1/;~,1~ cc: DATE ASSESSOR, APPLICANT, TREASURER. BLDG. DEPT. ~E ~RDS COL PY COMMERCIAL REQoDEL PERMIT APPLICATION THIS APPL/CATION MUST BE ACCOMPANIED BY EIGHT (8) SETS OF CONSTRUCT/ON PLANS, EIGHTS (8) SETS OF SPECIF/CA T/ONS, EIGHT (8) SETS OF STRUCTURAL CALCULATIONS AND THREE (3) SETS OF ENERGY CODE APPL/CATIONS (IF APPLICABLE). J;iq/w . ,_ Y!J!-!f/4_ 'f!!le;c:: Type of Permit: ( ) Comm~'.cial R:model .,.- ( ) Commercial Addition l(j Tenant lmpro~1 l'fpt):_ /- Project Address: ..J,;l ~ Riv /2 J::e 1/ve Parcel ID #: (}, 0 f 61 8'. Q 3 Io z 7 0 C7 Project Description: CO vv,vi,, e.r: C ,- c,✓ f / ; k!'.;rc~ i' /1111,,&·~egal Oescciptiao- If ,:;,vfie le C th-; klc l O 5/ P-00 d;A 0p ~ :..,.~~. ~ lo r✓ ~-, -z.-p- z.c, Project Valuation~~~ - Construction Type: v+'J:. Occupancy Group: _ Building Area (Sq Ft): 1st Floor: ----- 2nd Floor:---- 3rd floor:---- 4th Floor:----- Number of Units (Multi-family) 4 · Number of Buildings: -~~------ Owner: JetJt.} lb!JT/jA/rl Wl!!,,-0€1/LJ'd'& Phone Number: 1-?!£..,; 34-'l-93397' Address: /)(:J,(jt,;( 9-,,B/l) City: lfVaaff State: ti/If Zip Code: 9'Jf320 3 Contact Person:_fl--#C-- Phone Number: _ Cell Phone: --------- Fax: E-mail: --------- ------------- Address: ------------- City: State: Zip Code: _ Contractor: /,JLLl/iH~ 6'atv:..5i/C:::. ~~ Phone Number: t1fz5- ~~- 7230 Address: $'$!J /..J¥1'K #l(g- ,ljB City: .i:/)MIJM State: 1f/4>, Zip Code: 9~ z:;,Sc_. f.,_L-1- lAIZ 5 ~ a'~:..~ P Contractor's License Number: ---"""'....:;__--~=L------....:.-~---'=--cxpiration:------------ Plumbing Contractor- ...5tJrJYJ t/eaj, ft/ill,, rut1 J Phone Number: ;2_e (or q lf5 "64 fD Address: :3/k2Z /f.JO ;,;I Aotf (:1 t/ City· J/vld ()il/l{ State: li/4- Zip Code: <f~;;;<:)Cj L Contractor's License Number: .5en::Wl>W 044-Bti: Expiration: 11 7/C'7 2 In Mechanical Contractor: ---------------- Phone Number: ----------- Address: ------------- City:------State: Zip Code:------- Contractor's License Number: Expiration: _ ove information is correct and that the construction on, and the occupaR'tw7;..!he use of the a_bove- n ccordance with the laws, rules and regulation of the State of Washington. Kc~EIVED ; 9: . .-2~-t!>?, _/ s Signature Date SEP 2 9 20C6 t,{.-1- ,2--0 2- CQA PE FOR STAFF USE ONLY {}fo -,2-0-z- Permit # Accepted By Amount Received Receipt# Date Received WEB Forms - 09 Page 1 of 1 5/05 dwa 7 . f ..... ,, ( - . l ., r ~ I ( r { ' ' I • = 'l ( f/1 ['w 'I{ 'I\' M"J C .. ' ". V·du \ , Add •cu; ' c n t r (. () . N.. yp fv . /I \ A T JTAL I 1,1 .. .. 4 I• J 'AYM·NI' • l • • • . .. v,. II) l f. !I· .• . 14',.~,,., J\ 10/(o/OlP ::::Pf OB 3 1 ,_, 5A 5 o -r q °' r o 'f- •• City of Arlington Building Dept:) FIRE DEPARTMENT CHECKL PERMIT# q7- 1J.,26l/ DATE: __;__f_--""'--3?-'--__,£:'-->f+--~.-'. __ I I I NAME: 6.M,I '1 lbnet11;J,.r; ~!?/,;(£. I . \. I . , , r'•l l \ f '\ ", I,\ / j ADDRESS: {;.:;;.3 t}v)e,k:1£ "8T LEGAL: 4'2/'?-0;3[-c:Y~7 -~ BUILDING USE: 4 vt~ ~ OCCUPANCY CLASS;FICAT(c;Nr .. -f1<~-' _ A B E F H 1 2 2.1 3 4 3 1 2 1 2 3 4 5 6 7 I M s u 1.1 1.2 2 3 3 1 2 3 4 5 1 . 2 I II III lV F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. Item inspected & completed Signature & Date: Site Plan: Approved / Denied --- '( . Access Requirements: ------------------ Fire lane: Sprinkler system: Alarm system: •, Knox Box: Fire extinquishers: Hydrant: # of hydrants required: _ Location of Hydrant: ---------------- Location of Knox Box: ----------------- Location of Fire Extinquishers: -------------- Fire Flow requirements: ---------------- Location of address on building: _ FIRE DEPT: 7?-~ ? Date: Z:.-/ $-5--- '? ~ ignature Build\form\fdchecklist CITY OF ARLINGTON CONSTRUCTION PERMIT PERMIT N□-: 97-2321 Owner: FAMILY COUNSELING SERVICES 1115 E. EVERETT MALL WAY EVERETT 9820 Value of Work: TaK ID: 4&18-031-027-0000 Phone: Describe Work: INSTALL SPRINKLER AU:rnM SYSTEM Proposed Use: 4 UNIT APARTMENT Legal Description: Job Address: 223 BURKE ST Contractor's Name Type Address License# SNOHOMISH ELECTRIC G P.O.BOX 278 SNOEI110PW TOTALS Fee Permit Fee $5&.50 Plan Fee $36.73 State fee $4.50 SIGNATURE TOTAL FEE................. i97.73 I HEREBY CERfIFY lH~l I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS ..•••...•..•...•.• $0.0 KNOW lHE SAME TO BE TRUE AND COR- REC . LL PROVISIONS OF LAWS AND TOTAL DUE................. $97.73 OR I~NCES GOVERNING THIS TYPE OF WO.K ILL BE COMPL. D WI"H WHETHER H City of Arlington Building Dept , FIRE DEPARTMENT CHECKL ... _. 1' DATE: _____;_1_:._----""'3_t:7~~-.Z--- LEGAL: 4k1~-oa1-,oz7 -c::a::? OCCUPANCY CLASSIFICATION: -.'K,-_;~l _ A B E F H 1 2 2.1 3 4 3 1 2 1 2 3 4 5 6 7 I M s u 1.1 1.2 2 3 3 1 2 3 4 5 1 2 .. ---·-··••. I II III lV ~- V F.R. F.R. ONE-HOUR N ONE-HOUR N H.T. Item inspected & completed Signature & Date: Site Plan: Approved _ Denied --- Access Requirements: _ Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: _ Location of Hydrant: _ Location of Knox Box: ----------------- Location of Fire Extinquishers: _ Fire Flow requirements: _ Location of address on building: _ FIRE DEPT:-----~---------- Date: ------------ Signature Build\fonn\fdchecklist CITY OF ARLINGTON CONSTRUCTION PERMIT PERMIT ND-: g,-2284 Owner: FAMILY COUNSELING SERVICES 1115 E. EVERETT MALL WAY EVERETT 9820 Value of Work: Sb,222.00 Tax ID: Phone: Describe Work: INSTALL SPRINKLER SYSTEM Proposed Use: 4 UNIT MULTIFAMILY Legal Description: 4618-031-027-000 Job Address: 223 BURKE ST Contractor's Name Type Address License# ADVANCED FIRE PROTECTION F P.O.BDX 1543 ADVANFP199B& TOTALS Fee Permit Fee $1.12. 75 ,J# 0 ( Plan Fee $149. 29 SIGNATURE:{~ ().)~-- TOTAL FEE ..•..••••.•...•.• $262.04 I HEREBY CERTIFY THAT I HAV~READ AND EXAMINED THIS APPLICATION AND PAYMENTS •••••••••..•••.••• $0.0 KNOW THE SAME TO BE TRUE AND COR- RECT ALL PROVISIONS OF LAWS AND TOTAL DUE ••••••.••••.••••• $262.04 OR ANCES GOVERNING THIS TYPE OF W K ILL BE COMPLIED WITH WHETHER S •ECI IED -REI 1 0 NOT. ,,___.--·· ADVANCED FIRE PR,-j"ECTION, INC. P.O. Box 1 o<+3 19738-144th Avenue N.E. Woodinville, Washington 98072 JOB NO. (206) 483-5657 • FAX: 483-50n ATTENTION RE: TO LADIES/ GENTLEMEN: WE ARE SENDING YOU ~tached O Under separate cover via the following items: 0 Shop drawings 0 Prints D Plans 0 Samples 0 Specifications 0 Copy of letter 0 Change order □------------------------- COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: ~r approval 0 Approved as submitted 0 Resubmit copies for approval 0 For your use 0 Approved as noted 0 Submit copies for distribution 0 As requested 0 Returned for corrections 0 Retur ~---corrected prints 0 For review and comment □--------------------------- □ FOR BIDS DU.__ 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS _ DEC 12 QO cnv OF ARLINGT :::, TO lf-en_c_lo_s_ur,_e_s _a_,e_n_o_t_a_s_n_o_te_d_, -k,.n--dt, S~~':;D~~~ PRINTED IN LI.SA 08,yl9/93 09: 14 -Z:S-4350721 CITY/ARLINGTON ~001 I CITY OF ARLINGTON CONSTRUCTlON PERMIT D COMBINATION D BUILOING Pt...UMDING O SIGN PERMIT NO: \,IC N f LIC(N~E -, APJAi.Jrl'l/<'f lJ(:, C.tTV l-1,. LICl:.NS. W £:LASS OF WOJltK .@'.'.NLw D AL>UITION D ALTERATION · D RErAIR D PEMOLIIION D tlUILOING RELOCATION VALU41 l()t-,il 01 WOftK ' 5 C>tx>.= ""'-'"'°st 'F.tl"''"' / u u~L Of BUILDING tJ. I t-lEREBY CERTIFY THAT I HAVE Rl:'"-D AND EXAMINED THIS AF'PLICA•{ {'_l!).:JµsG{_,d(;.. ,;,USl.dfi. ~ 1 JJJ,-,.,..,.- TION ANO KNOW Tl-IE SAME TO BE TRUE AND CORR£CT ALL PROVI- Llt.AL o,~-"1"'1°"" Of '"°"'UUY ,~.....,..N Bf.LOW OR ,..,,._cH IOUR CO,.HI SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK ll>l~fH.<XK..3Lor 4WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO ,4(.o\~- 0-:>..I -b::J.1- C)C;:)-Q VIOLATE OR CANCEL THE PROVISIONS OF ANY 0Tt1ER STATE OR -,T.,>-AX,...,..,....,.l'::'C>==N""'"'"~-:-:-:'::9-::cc"!,_.~--.,.__,_ -=------------------1 LOCAL LAW~EGf U AffllNG CO ST RUCTION Of THE PERFORMANCE Of ~-.~-, ._;:,C!J'~ .A I;,;' .Nt?aV\l,........,(, WA. CONSlRUCTI . ER XPR IVE.ARFROMDATEOFIS$U,'1,NCE. _.· /""~,!!e,;...,l~l,,._,,-~:::.....::.'..:_:,.._;::•T'JC.~s..,--l~P.1'-fl=::'-::..,._._.Llf-.1'j=~,e:,:.,N=;:,.:'-"- \i""'=-,l,.A=-i:-==='-''--------l it0r-v..TU'U"Or CO,..,l 0A >-Ul Z , AC.t.NT OJ'>,ll ,oa -'l>l>RI.S~ ~- ... --·..c.,,..-_ ........... ~-c,--.-.-~ .. -: "·-· . _. -.. ~------·.. x:. ~_,, _ _ _ l 2- '=., 9b ~ (<Wl'ICH ll::al! OrU.Y) l'f.lJMU)N<I ,.. ·•--,__... Mf'1...C:flANK:AL •------····------ ~~-. . I - ·1·Y r"~o=••..,~...,,"-x,._·,_n,,,.,_><,,qx... ~ _ _,_,.-=u'-'o,;"--_;:.•'! _•1, x:r,,uc::1<:.:s.s:::· =.· ......:N.:.;o=. --l-. TYi" !l.o,, l!QU u· M ~N"r_ P ga .... PI x,·u t< \c.; 4 1w~Tltk CI..O~I~~ {IOILOn ~- s·1,oo .A.IRCONO,Vr-lf'T'G ll.t",OA.. ------IJ¼-u-"•=o.:,_li_o,_•_•~===""-'',--- l~"fl IT\J ,, -------------➔ ---=•c.c•c:·"":.::..~- .. - ----1-------i"-::::[!::r;:~OUIV\TIO ... UN n·s - )I.P. r..A. ------1-'"""'~":;,'•ec·..!''-'I""-' ·-·+-------1----- .J\V /\1"1.')R Y tWl'\!:il1 OA."HN\ ,S:?.~-1------ 1,olL-ts:K~ - ti.P. r?.A.- 1:I,o_Wo. lbl ... :11owuK, :in.c.u, .~1----....f.~-'-'"'c:'Sl"'IRl!OA.C.lJNIT'S "1'0NNACJ'?:J!A. IJ.Qu!r.-•w•• -- ---- )( IT'( ...... UlN SINK & Dl!:ir"OSAL S7.UV --l----1",cO:.,~:.:C=..:=l!.::,O,_,,A"l'°K'-'""-·-r,_,,,,.,_1·.,_r.,.,M=:S-=._.u,.,.-,_,·.,,,.,,..,.'- __ _,, ... "'l!A='---__J--~s-•._ .... -<f-------+--- -;)~I;S,i;W,' ;A:Ssv H ~f!-~•-..,.R-:_-, ____________ I, 7.00 __ _,_ -<----o.c""cc·"=L!,; !1 t!..ATt!H.S - O:.T'-'-'.\-'-'l.'-------'M"'-------j---"S"-O:.:·"°_::..,f-------1-·-- ~-,-,A.--- -----~~-~~--+ -_ -_ -_ -_ ~:_=:~:_;o-~ ...... --- -- -··• · --1----~u'..!C'; :;~::~~:: ;o:·:~-~~ ... ~- s----""=------1--..::sc::•.::-"":c=...t------l--- 0 ~-- -- , ~l\·1,11t tiHI\T"r.~ot,_ .T----- __ _!2.00 ....:LOTtll!SOl-t.YJ!llS $4.SU ~JlllN /\I.. i--~'-'~·o_u _ -----4-----1-'•."::.:l'?:~l~TION 1>-"~-------------1--..;.•°"•..>=0-4-------1--->a. . }.>H.IN~INO_l'OUNII\IN I'"!~ .. ---~ \.ANCC! IIOOl)•";(')MMCRCIAL $1..fO 1.0<>1<. l)R..J\IN --+--~•?.:~- ·---- ·- ---4---- Ut lrANL>L1N~ ~!r--'IT - Cr'"'i.. :~~~-l:):~.~~~~:7NJ.nl\DliR_S -_-_-_--~,- :~ --·-. 1 8 <----+- ~;~1-111\l:iPLAC:11 Ac.CIIIMNU_Y --l ::~: !~~_(Sl?~YH.:J.!. '7-~~~!. ~·~SL....._ __ ·- --- _ J).LKJ - WATt!H. IJMAT'1K . --•--~.-,~..,-0 ..... ----· ,. _ --·• . . CAS ... l"JPINO ;(u.p lo 5 = ll.D•,_!:~:cd•cc•lc.·.::~'--'.•·c.:7.e.•..:-=i-lc,/--,----f------j--- ~ ~-~~,~~.,, !I~~ ~~!.! .. '!-~.f.'"!?:..,fJo:_! .. - ------- ~ suu ·,vrl\L ,_. •.ill.M.!I . - . - L. 15, . TCYl'l\k t'P.C " ~1"-k.ll S1-IIIAt.:K Rf.A.A VAfitO ~L111ACJ( . f~AH"CHCCKF~~c.-,===' f([ fU.CC.lrT HO. LOI A,,Mt.A VACANT SHE. Ovr.s ONO f"EES VALUATION FE£ J VP't. Ot C:ONS J. occlJfl'.--NC'V GROUP NO. Of OWf.LLING UNUS PLAN CHECIONG "'IG eu't.OING NO. or ~lORIL,. r'LUMI .. NG t '"'- rtf'RINl<Ll."$ ALOVIR<O OvH Ot.o STAT~ lllPG. COOf COMMENTS iNER.GY COPE 5Uf<CHARG£ PIENAlTY WATUVSEWER FUS TOTAL PIHIMIT VALIDATION W>◄"fN rROPUtJ. Y VN..IO"UO ON THIS ~A.a> THli t~ YOO• ,-1.AMrt .. IUCl:Wl" C 12 t. PAIO au ev _ CITY OF ARLINGlO ~ 8l.M. DtNG OH.KIA\. RECORDS COPY Project Information NAME OF PROJECT FAMILY COUNSELING SERVICE: FOUR UNIT APARTMENT BUILDING ADDRESS 223 BURKE A VENUE, ARLINGTON, WASHINGTON TAX PARCEL NUMBER 4618-031-027-000 LEGAL DESCRIPTION LOT 28, IN BLOCK 31, HALLER CITY ADDITION TO ARLINGTON, -✓ AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 22, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. " _) ~-.: .... Project Information NAME OF PROJECT FAMILY COUNSELING SERVICE: FOUR UNIT APARTMENT BUILDING ADDRESS 223 BURKE AVENUE, ARLINGTON, WASHINGTON TAX PARCEL NUMBER 4618-031-027-000 J LEGAL DESCRII'TION LOT 28, IN BLOCK 31, HALLER CITY ADDITION TO ARLINGTON, f:. AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 22, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. ,,. ) ·~. .. ~. Project Information NAME OF PROJECT FAMILY COUNSELING SERVICE: FOUR UNIT APARTMENT BUILDING ADDRESS 223 BURKE A VENUE, ARLINGTON, WASHINGTON TAX PARCEL NUMBER 4618-031-027-000 LEGAL DESCRIPTION LOT 28, lN BLOCK 31, HALLER CITY ADDITION TO ARLINGTON, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 22, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. "' _) 1 • .-_••-,•L. "<ll/".A••• , Project Information NAME OF PROJECT FAMILY COUNSELING SERVICE: FOUR UNIT APARTMENT BUILDING ADDRESS 223 BURKE AVENUE, ARLINGTON, WASHINGTON _J TAX PARCEL NUMBER 4618-031-027-000 LEGAL DESCRil'TION LOT 28, IN BLOCK 31, HALLER CITY ADDITION TO ARLINGTON, -j ~ AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 22, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. '" j ... . .,. ":'(" ~City of Arlington Building Dep,. · ~- ~ DEPARTMENT CHECKL • ..-z::i' DATE: t --:2 , (3- 9_ lo NAME: E=:a IV'\·,\ L-l C.rn ,o S£ L , t ,S es: u· t e \ \ <l , ADDRESS: r J ?; 3 \j( > ( \(,". "· Av--t' )\ f L \) j 'Q q LEGAL: --=L=0,._+-"----"~-? ....... 8-------- BUILDING USE: Fa.,lAi \'4 Loun~.\\nJ );?, LJ1CJ;~~ OCCUPANCY CLASSIFICATION: _ A B E F H 1 I 2 I 2.1 I 31 4 1 I 2 I 3 1 I 2 1 I 2 I 3 I 4 I 5 I 6 I , I M R s u 1.1 I 1.2 I 2 I 3 1 3 1 I 2 I 3 I 4 I s 1 I 2 TYPE OF CONSTRUCTION I II III lV V F.R. F.R. I ONE-HOUR I N ONE-HOUR I N H.T. ONE-HOUR I N Item inspected & completed Signature & Date: Site Plan: Approved*/ Denied _ Access Requirements: * >FF &trm: 6{d fleyt.1 l'.lk ""'t--d-'.'.'U - ------------ Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: _ Location of Hydrantr{, _ Location of Knox Box: ----------------- Location of Fire Extinquishers: _ Fire Flow requirements: _ Location of address on building: -- _ FIRE DEPT: --:J""T1'--....,..;..__,~~-l: ->+. """1i-r==e='--------"-'--- Date: /? -/2-;z:'( Build\form\fdchecklist - ••• ' "II' ARLINGTON FIRE DEPARTMENT I Received: > · · •. • Jleturn~cl: · /~ ~17 · 0 (p ·.·. . .· .. ·. I~t: AA: I TO: DA VE ANDERSON BUILDING DEPARTMENT FROM: TOM COOPER SUBJECT: PLAN REVIEWS ·""············································· ··· ··· ·· · · · · ··· · · · ··· · ··· · · ·······,•· ··"" , ,•.· """''''•'·· DATE: - /J- -I 7 · 0)0 PLAN REVIEW NO: 9 (o - d-J. 8 L/ TITLE: /-1rJ.r1 t I ,1 SRtl. . . COMMENTS: 1. FIRE DEPARTMENT CONNECTION SHALL BE LOCATED ON SOUTH SIDE OF STRUCTURE AND CLEAR ACCESS MAINTAINED. U.F.C. 1003.1.1 2. BATHROOMS SHALL BE SPRINKLED, EXCEPTION DOES NOT APPLY. N.F.P.A. 13R 2-6. 3. INSTALLATION AND TESTING SHALL BE PER N. F. P.A. 13 AND 13R STANDARDS. Plan Review Frm.12/96 City of Arlington Building Dept~ FIRE DEPARTMENT CHECKLL;, 1' DATE: L 2-- (3 ·· 9. (o NAME: Fa oo ·, \ 1,1\ C.o, >O s:e b "] ADDRESS: '2,,,0-3 ~t>r\le. Av-e. Ach\)54-oq LEGAL: Lot ~':)..8 BUILDING USE: Fo..M-i \vt C.Ol)ll9Lhrij )2ru1,c.ej OCCUPANCY CLASSIFICATION: _ A B E F H 1 I 2 I 2.1 I 3 I 4 1 I 2 I 3 1 I 2 1 I 2 I 3 I 4 I 5 I 6 I 1 I M R s u 1.1 I 1.2 I 2 I 3 1 3 1 I 2 I 3 I 4 I s 1 I 2 TYPE OF CONSTRUCTION I II III lV V F.R. F.R. I ONE-HOUR I N ONE-HOUR I N H.T. ONE-HOUR I N Item inspected & completed Signature & Date: Site Plan: Approved Denied --- --- Access Requirements: ------------------- Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: _ Location of Hydrant: _ Location of Knox Box: ------------------ Location of Fire Extinquishers: --------------- Fire Flow requirements: ----------------- Location of address on building: ----------------------------- FIRE DEPT: ------,S"""1gna-.,...tu-re _ Date: ------------ Build\form\fdcheck.list 0 Cit}il. rr-olf Arlhij-on.-;-~uildirtb ·t- i 1 , , / l 1 l__ t~'. / L _!r' PUBLIC WOR .. K S DEP.ARTMENTl lfD~1 l '. r I 31996 ' PERMIT u q1_ - 22?" :I 11\/ m-c ' i _l(l ~IT.=f lu ~,~------ DATE le)..-/ j-q (o ~-*---------- ACCOUNT# ------ NAME: fzu.,\, I ~ Cooa s:e \·, o 5 Se., v lu S Flf{~ f£D7EC[/61) S'/W,1 ADDRESS: cla3 ~vr ~e. Aw_ , A ,\i n5±no LEGAL: LO:t ~ ~~ Bl k:_ 3 f f ~ BUILDING USE:fcM~}t1 Couose.\·, 05 \:lovs·,Dd # OF BUILDING UNITS: _____.4 _ TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: ✓ HEALTH DEPT. APPROVAL: -1!jA_ SIDE SEWER PER1V1.IT REQUIRED: ✓ I I• GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: i BACKWATER VALVE: -11/A- \ SEWER REQUIRED: Off site ✓ ' f w~ On site ✓ I CURBS: Off site !)LA -o• l On site I l SIDE WALK: Off site }\) LA On site ,., - PAVING: Off site '\J LA- On site I . 1 ., ·1 STORM DRAINAGE: Off site ~Lk On site , PRETREATMENT DISCHARGE PERMIT: YES NO../ .. WATER/SEWER FEES PAID: YES NOJJ.!A "7. Build\fonns\u-check ,f ..... WATER DEPARTMENT MEMORANDUM TO: Advanced Fire Protection Inc. (Family Counseling Services) FROM: Karen Latimer II-- DATE: December 19, 1996 SUBJ: Cross-connection Control Review of Fire Sprinkler System Building Permit# 96-2284 I have completed my review of the fire sprinkler system for Family Counseling Services located at 223 Burke Avenue. Listed below are my comments. 1. The double check valve assembly is approved to be installed in the mechanical room. Be sure to leave adequate room for testing and repair. The maximum height from the floor the assembly can be installed is five feet. Put plugs in the test cocks. 2. The approved models for a 1 ½" Conbraco double check valve assembly are: 40-107-02 40-107-A2 40-107-A2T 3. The backflow assembly must be tested by a state certified Backflow Assembly Tester. Provide a copy of the test report before calling for inspection. Be advised that these comments pertain to water department requirements only. The fire department may have additional or different requirements with regard to the double check valve assembly. If the water and fire departments have conflicting requirements, please call me and I will resolve any conflicts. Please give me a call at 360-435-3811 if you have any questions. ~ City of Arlington Building Dept') PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # q 0 - ~ E?lf DATE {c)__ -/ ~3,~ q (o ACCOUNT# _ NAME: fa M·.i ~ (1 uo ~e\-1 0 G Se., V \e,e,S ADDRESS: da3 ~ur ~e. Av--c. A r-h r\5}0 Lot~~ 1 O LEGAL: # OF BUILDING UNITS:____.~----- TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: HEALTHDEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: -- GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: -- BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDEWALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES __ NO WATER/SEWER FEES PAID: YES NO -- Build\forms\u-check ~ SLJDl'1 I TTf-'ll... SE:.F;;I Al.... NO~ '..~2HY3 12-09-1996 PAGE 1 Arlington Family Housing 223 Burke Ave (4)hcl Ci::\lc. FL.OW TEST RESULTS t.~J t,1 t. <-:,i ,,.. Su p p l y STATIC 100.00 PSI RESIDUAL 20.00 PSI t1 '..?000. 00 (3PM CITY PRESSURE AVAILABLE AT SUMMARY OF SPRINKLER OUTFLOWS ACTUP;I.... MI ~,II MUM FI .. Cikl FI....Di/..1 K-FACTOR PRESSURE J J. l .1.~?" ()() .J..O,, '.50 ::;. 00 J.h.00 .1. l :? JJ .. :?'.j .10 .. '..:,0 :'1: .. 00 JI.I,, 07 1 1. ~:; JO. !':\El .:1..() II!)() ::),, 00 10,, ::'.iO 1 .1..14 J.O .. '.50 ::: .. 00 TOTAL WATER REQUIRED FOR SYSTEM 44. :s::: GF'M TOTAL WATER REQUIREMENT 'I 1.1. ,, : ; ;:!; C:., F' M PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS 0,, 00 P'.3I MAXIMUM VELOCITY FROM 3 TO 4 11.1 ... 94 r=·r:·s OEC 12 1996 Cl1Y OF ARLINGTON 46'./ ?c:~1/ t:> SUBMITTAL SERIAL N□:2022HY3 12-09-1996 PAGE Arlington Family Housing??~ Burke Ave (4)hd Cale. Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices F' PSI/Ft PSI 14 114 1.101 l 0.50 C=150 PT 12.25 (114) Q 10.50 F=T F 5.00 PE -0.22 DR T 5.50 0.0207 PF 0.11 13 14 1.101 L 9.00 C=150 F•T ! 12.14 14) Q 10.50 F=O F 0.00 PE 0.00 BN T 9.00 0.0207 PF 0.19 PT 12.33 ( 13) 13 113 1.101 l 0.50 C=150 PT 12.43 (113) Q 10.58 F=T F 5.00 PE -0.22 DR T 5.50 0.0209 PF 0.11 12 13DQ 10.50 1.101 L 13.00 C=150 PT 12.32 13) Q 21.08 F=3E F 9.00 PE 0.00 BN T 22.00 0.0750 PF 1.65 PT 13.97 12) 12 112 1.101 L 0,50 C=150 PT 14.07 (112) Q 11.25 F=T F 5.00 PE -0.22 DR T 5.50 0.0235 PF 0.13 9 12DQ 21.08 1.101 L 13.00 C=150 PT 13.98 12) Q 32.33 F=T F 5.00 PE 0.00 BN T 18.00 0.1655 PF 2.98 PT 16.96 9) 11 111 1.101 L 0.50 C=150 PT 16.00 (111) Q 12.00 F=T F 5.00 PE -0.22 DR T 5.50 0.0264 PF 0.15 10 11 1.101 L 4.00 C=150 PT 15.93 11 l Q 12.00 F=T F 5.00 PE 0.00 BN T 9.00 0.0264 PF 0.24 9 10 1.101 L 14.00 C=150 PT 16.17 10) Q 12.00 F=2T,2E F 16.00 PE 0.00 BN T 30.00 0.0264 PF 0.79 8 9DQ 32.33 1.101 L 5.00 C=150 f DT f 16.96 0) Q 44.33 F=T F 5.00 PE 0.00 BN T 10.00 0.2967 PF 2.97 6 8 1.101 L 9.00 C=150 PT 19.93 8) Q 44.33 F=T F 5.00 PE 3.90 NC T 14.00 0.2967 PF 4.15 SUBMITTAL SERIAL N0:2022HY3 12-09-1996 PAGE - Arlington Family Housing 223 Burke Ave ( J.J.) hci C;:;1. l c: ,, l.. .. uc:at.ion r: 1 c:,1,.,J F'ipE! Fit.tinq,::; Equiv Friction Pressure .i.n /i,: Length Loss Summary i:::·,, .. um To C3PM T /\/ F' ·1" r::•:::; I/ t=· t P:::; I 4 l t. ... , J,,1.01. L. C:::cJ. '.jO F'T '.27 .. 9H {:,) 0 .(J .. t.J .• ::,;::::; F::::T ,, 4E: r::· :1.·7 .. oo r:E 0.00 T 52 .. 00 0.2967 PF 15.43 1,,1.01 L I ... 7.00 C=150 PT 43 .. 41 4) -· Cl F::c:O I"' 0.00 PE 3.03 T 7. 00 0,, 2'767 F'F. .1 1.. 6.1..0 L 4.00 C=120 PT 48 .. 52 :::;) Q F'::::))C(.) ,, /J.E r::· 16.00 PE 0.87 T 20.00 0.0704 PF 1.4.1.. l u ~j II C□mbraco Backflow 4.00 0 .1. 1,,48.1.. L 70,00 C::::: J. ~50 F'T '..'.i4. eo l ) Q .f~.4. 3::::: Fc:::T ,, C)'...J ,, -l.J·E F 1.El.00 .1..7::,: T DH. 00 0. 0700 r:•1:::· 6,, .'.l..6 CITY OF ARLINGTON CONSTRUCTION PERMIT PERMIT ND-: 97-2422 Owner: RAMO INC. 1715 SMOt<EY PDINT BLVD ARLINGTON 98223 Value of Work: $15,000.00 Tax ID: Phone: 360 629-5666 Describe Work: BOILER AND GAS PIPING Proposed Use: FAMILY COUNSELING Legal Description: Job Address: 223 BURKE STREET Contractor's Name Type Address License# EVERGREEN ST. SHEET METAL M 1S11 E. MARINE VIcW DR. EVERGSS121K7 TOTALS Fee ---·---··· Mech Permit $59.25 /4-~ SIGNATU ~~ ~,,..-e- TOTAL FEE .... &••••~••&•••• $59.25 I HERE CERTIFY THAT I HAVE READ AND EXAMINED THIS !4PPUCATION AND PAYMENTS .... ~-~••••••••~•a $59.25 KNOW THE SAME TO BE TRUE AND COR-· RECT A'_L PROVISIONS OF LAWS AND TOTAL DUE~--··••u••··••c•• $0.00 DiHE 0~- 2-t-17RECEIPT *~ /pf~G INVESTIGATIVE DC ENGINEERS,LLC RESPONSIVE • ACCURATE • THOROUGH September 28, 2006 Mr, Tom Corral, Superintendent Alliance Restoration, Inc. 8583 154th Avenue Northeast Building C, Unit 8583 Redmond, WA 98052 RE: Compass Health Apartment Water Damage Repairs l'vfr. Corral, The purpose of this letter is to discuss the requirements for the repairs to existing buildings as they relate to the Compass Health Apartments. The Compass Health Apartments water damage is considered to be a Level I alteration. Level I alterations, per Chapter 3 of the International Existing Building Code (IEBC) "include the removal rf and replacement or the covering rf existing materials, elements, equipment, or fixtures using new materials, elements, equipment, orfixtures that serve the same purpose." Level I alterations are required to comply with the requirements of IEBC, Chapter 5. The repairs that are being completed by Alliance Restoration are in general conformance with the requirements of Chapter 5. The removal and the replacement of the damaged sheetrock and insulation will be installed per the 2003 International Building ) Code (IBC). The water damage repairs do not reduce the safety of the building or to its occupants, as required by the IEBC. Since the relatively minor repairs are restoring the building to its original condition, a set of plans should.not-be-. required to be submitted to obtain the repair permit. A description of the proposed repair work should be sufficient for the jurisdiction to issue a permit. The jurisdiction should provide you with a list of the required inspections with the issued permit. This level of repair is typically accomplished through a Subject To Field Inspection (STFI) type of permit. Respectfully, Jesse L. Binford, PE, Principal JLB:jlb X:\Tnvcstigat:ivc Engincering\Market:ing\2006\09-28-06 Letter to Tom Corral RE Compass Health Apartments (915).doc 3605 C STREET NORTHEAST• AUBURN, WASHINGTON• 98002:' RECEIVED! 1 OFFICE 253.833.5557 • FAX 253-833-7.~09 \V\VW.BCIE.NET SEP 2 9 2005 e>I,,- 71-0v COA PERMIT CENTER r ECEIVED / ,., G:~ 1 ... c:ll 1; ii ' .. ·· · ·- -· - · ·-·-/.·-·.. ---I ----·--- /-'2, ·· ·-·· · ····· •· ···---· , ··--SEQ r - .or.., .o, ,r-')wnfluttt ·-··--· ·- co c \t7..,. -"7--z,,o i- PERMIT CEN1ER ' 11.'~711 11 ~·---·---·---·-····---·----·-·······--- - • t ' '2.'~s -r! · . I -i , -·-····· -···-······-·· ··-· - ··i-O-i-_.···'9····- 11 ·--· ... -- --t- I ·-r. ·- . -· --·--·----·-··-10-'--9':··1-1 -· -·-·•··----:·- ·-. -- . i i . . 0 l i-.1=· ===============:m:t==lf.=+1-: I, . fiG:'\ b~ : ~\,51 i ,o = I . '...-l. ~ ! BEDROOM 2: '" I {i I -1 ;, W/fZ.·l'l ' f.-((t- \( I ' (;p:fT /,L1,0LJ~1 IC; I \\Jh . ..._ lib !bo1f-l . ~ . -· ·.~. :· .~ . ~; "'· {LNW@/::·\ . '-," '· .... --(~;··. ® :=1:1:: . is'.-,,' . --_,., :BEDROO.IvLl . . . ··- . ·- .. ~ : . ' - '-. ·- .. _ ... ~! _, ?:/-811 ~ 0 ·.~"-v·· I • . ~. I 1/ Ii . . :t4 - 4n, .. i I 1 · _._ ..... _ )c=. ~=:::EE$~~==iL-~~$t:;:;::::~====;i1 ·. "."o . 1~. ,. 1 · -t:'Y\?I ?'A!,., 11'-l"f f;fi:: I~ \[Yl><-1,A.,,. 1 l), 1'1, o . r~ . I. {7,btT1 At.,01Jt;iJl6 IUhUl,A.1101-.1 · ·. ·~-~=-!!i:-- 1.: ,~:,., ..... m:ll'.-·~~ ~~.iz. -~...,..~:ti!:;....~~-· ·.®. :.,~~· ~· . ••. •· ;ij@~J: ~. > ----'-----,----,-.~. ·· ,"-:; ·:tiBL~:·:i;v~--f':/,,~:JN~·: Gr:::1{Et7~;'.j: ,--. ----,----,-~ l~A.Ifft.: .· .I" ... · ... f ~~~f,;rl4~ . . . ll-®'1?-W~•·· .rl>&EE~trN'tr;,tJ\o:ifan@;;):,1 · I ~-- ·1·,,.'· I I ·.L_ - - ..i.. .. lo'--5·11 . I ·. . .. ?'t1 . ·· .... •.:~ . o.\ .. ~~~/•.· . l . ·I·· i I ·--= . c:y: \. .·_:~1-• 0 •. : .. ~---:=· ... l ·i i 1 . ~I >\. --~ · .. :· -·.:• ·• ~ . . .: .. :_: .. :- ! ·1 i . ·.•-'1'. .,, . { --~- t. -~1 · l -- -- , _ _;_:,,i,,; . J: l - ·I -:~\ ~--:!· . . ~I ·. i . I -·:•;" \ ·1. -~\· 1 ! - -i i -I = .l i ! () ! -~\ :- l i i ''0 ,, :· _.;. -'-,~-.-.---· .. ~ -'--+-~ .·, .- . ~ . ___ -----:--- ............... ------~~·;: ~~·::-;~\@i~ :·· •· . - ,_.t:· ;;._.::,· ;.:.;.:·(i; ;. . , . r .. - .... ·.· . . -: .. / .. -:.~-- . . -. · :· . ::· ~-.'.<:ff~~*~~NrKiW ·. · ·· '.t·:~ ·--.· ·····.Li .•.. . :~) r-•·-_·. _ .. _ .. : i >·>v ·-·.,_· - ·-·:.-· _--.~- ·. ·.j-. ti· l .. i . •· .- .. 1-·-._.·. :,\(!]_ ._: ... ·:. :: :. \.,.--: ~ ~~:; _ .. ·\f: ~--· ·.. .···.·.· ~~l .• <.:l::.:··~·'•-~· ;::=;:>;:\-:::. +~===···=O~:;-f•.l?"f::.:Jt· .=h.=.✓.:::f;==t::;=t:~~=::,=;2=3!:-, I )-f f:) :.. I . :- . . .. -:.· ··::: :•:.:.:~-- ... •' l ·' i FAMILY COUNSELING SERVICE Arlington Housing PROJECT NUMBER 94-068 OWNER Family Counseling Service 111 SE Everett Way, Building B Everett, Washington 98208 Project Manager: Chris Jowell ARClflTECT Gleason & Associates, Architects, PS 2013 Fourth A venue, #403 Seattle, Washington 98121 Telephone: (206) 441-8830 Fax: (206) 441-0593 Contact: Roger Tucker CIVIL ENGINEER AKB Engineers, Inc. LANDSCAPE ARClflTECT Oakrock Landscape Architects STRUCTlm.AL ENGINEER Swenson Say Faget MECHANICAL ENGINEERS Sider & Byers, Associates ELECTRICAL ENGINEERS Tres West Engineers DEVELOPMENT ASSISTANCE Common Ground _), T· ·~~:". 1126 Bonneville Ave. • P.O. Box 278 • Snohomish, WA 98291-0278 (206) 335-7754 • FAX (360) 568-7577 Contr-. Uc. #SNOHOEII IOPW , Ut!'T 1 ® LIVING/ DINiNG: :11t1~n=~ D @;:,"'~~::•~, HALL l<ITCHEN · 111 TORAGE # (\J ·Jo~i- 'It, w (!) <( a: } 0 ' __ TOILET I- .0, D: sn ✓-- • ®1 tf, E) {ff\~::£) FIRE ALARM CONTROL PANEL ®) SMOKE DETECTOR a OUTSIDE BELL ltiJ<] MINI HORN-STROBE SMOKE DETECTORS IN APARTMENTS ARE INTERCONNECTED; WITH INTERNAL ALARM HORNS, FIART Fl nnn Pl AN. Fl fGTfllGAI t_r__ :r;:: -.--·~--- UNIT 2 j "."~I'< 1;1 -''f J -gCo. l -[;\ ,:t Fl&!fl'f ::=::::::~====~-~ I . \ -- .-- .... -_ -·- .... -- ~ ..... l[&]]=,:s·. --- ·--- I r loo ~--- ---·-- . 0 0 --- ~--. f l 1 --- ··- ··-·•··•~··••··-·- 1... '. :_ ·1 - - I' !'. __ .:· L :·; ,,. ·-. . ) /""\ I \ I ' '···· ) 0 HALL #2 :I I D © ®:-···-:-:-::::·. : __ J_~ DN UNIT 4 I UNIT·3 1 @ ?,,~!:'; 1/'-llf 0 C!, fZM1•➔T ·1 I LIVING/, : DINING . ' ·" . ;.•i •'/ :·~ .. · ·A1' .. :,, ·.". ·•, !1 MAl-'L.1:./ \,.;nA~C:. COMPANY R USER'S SMOKE ALARMS MANUAL Models AD ADC 120V AC IONIZATION SMOKE ALARM WITH 9VDC BATTERY BACKUP Printed in U.S.A. PLEASE READ AND SAVE INSTALLER: Please leave this manual with the product. © 1995 Maple Chase Company 110-377C ) SMOKE ALARM FEATURES • This smoke alarm is powered by 120V AC and a 9-volt battery back- up source. AC/DC smoke alarms offer added protection in the event of a power failure or a drained battery. • Unique power connector prevents interconnection with incompatible smoke alarms or security systems. • This smoke alarm can be interconnected with as many as 17 other specific model smoke alarms. • Optional tamper-resist feature can serve as a safeguard against tampering. • Unique "battery missing" signal. The smoke alarm will not attach to the mounting bracket if a battery is not in the battery pocket. • Improperly connected or weak battery signal. The smoke alarm will sound a short beep about once a minute if the battery is weak or improperly connected. • Multi-purpose green and red LEDs indicate that the smoke alarm is receiving AC power, working under normal operation, in alarm, or under false alarm control. • Loud alarm horn-85 decibels at 10 feet-sounds to alert you of an emergency. • Test button checks smoke alarm operation. Model ADC also features a False Alarm Control™ which, when activated, quiets unwanted alarms for up to 15 minutes. 01/13/97 18:35 FAX 12064880279 ADI - N. '.::l:.~.iTL:: 14)002 COMMERCIAL FIRE ALARMS Model 5207 Fire Alarm Control Panel With Digital Communicator, and exclusive Accu-ZoneQ9 FEATURES: . Eight zones, 6 Style A (class B) and 2 Style D (class A). 8 Expander Zones are Style A (class B). Zones are interchangeable using the Model 7181 Zone Converter. UL, FM, MEA (BSA), CFM Listed and Approved. . Event memory . . Fuseless design can reduce service time . . Field selectable, 12 or 24 voe power supply . • Six amp current output at 12 volts, five amps at 24 volts. . Compatible with 2- and 4- wire smoke detectors as well as water flow and sounding devices. Easy to install, program and service. . Four programmable (Style Y) supervised signal ) . circuits, including steady, pulse and temporal. Programmable smoke verification, pre-alarm delay, and cross-zoning can minimize false alarms. . Four general purpose relays (Form C 24 volts at 5207 2.5 amps resistive). . Built-in approved digital communicator with UL required priorty reporting. Flexible programming capabiities including up/ system problems, exist. If the 5207 encounters a fire or downloading and use of remote annunciator. No trouble condition. it sends a report to a central monitoring "desktop" programmer required. station (if applicable), and, typically, sounds an audible/ . visual warning in the local area. Accu-Zone= diagnostics facilitate local and remote troubleshooting. The 5207's microprocessor constantly runs programs to Individual zone Walk Test. check inputs and carry out other routine functions. If the program ever stops running, a watchdog circuit will detect it and reset microprocessors to resume normal operations. DESCRIPTION: The Silent Knight Model 5207 is an all-in-one fuseless · The Model 5207 conducts an automatic self-test every 24 local fire evacuation control panel and digital hours-at a time you select-and sends a report to the communicator designed for applications requiring central station (if applicable). manual fire alarm, automatic fire alarm and water flow for sprinkler system supervision. The basic unit offers fire Other features of the system include English-language alarm for one to eight zones, expandable to 16 with the remote annunciation simplifying "Step Programming" of optional 521 O expansion module. It is compatible with custom options. Remote downloading of system both two· and four-wire smoke detectors. Compact, easy configurations can eliminate the expense of sending out a to install and service, it delivers the features you'd expect service technician for reprogramming. System provides a to find in fire systems costing much more. built-in fire drill procedure. The exclusive Aceu-zone= feature measures and displays zone voltages, so you can During normal operation, the 5207 constantly checks set up and test the system without separate testing smoke and other sensing devices forfire conditions. It also equipment. Fuseless circuit board design eliminates one conducts system checks to determine if any troubles, or of the most likely causes for service calls. 01/13/97 18:35 FAX 12064880279 ADI - N. SEATILE ~003 ,,. ) PROGRAMMING ANNUNCIATION The 5207 includes an annunciator inside the cabinet. Its six LEDs (for alarm, trouble, silenced, AC/low battery, event memory, time set/reporting) are visible without opening the cabinet. The annunciator allows for easy operation of all functions. It features dual seven-segment display and 14 uniquely assigned function keys. Keys are: ENTER, CLEAR, SILENCE, SHUNT and 0-9 used for ALARM RESET, CLEAR ALARM MEMORY, DIALER RESET, REQUEST DOWNLOAD, DISPLAY MEMORY, TEST,DISPLAYTROUBLES,SETDATEandSETTIME. Remote annunciation is available through the Model 5230. This four-wire, 16-zone remote annunciator is easy to operate. Its fourteen function keys can perform the same operations as the main system annunciator, including silencing, resetting, and displaying of alarms, troubles and 5521 alarm memory. Use of access codes prevents unwanted On-site programming is available through the optional tampering. In addition the Model 5230 can be used to Model 5521 Desktop Programmer or through any remote program all programmable options for both the local annunciator. control and digital communicator. Remote programming can be accomplished through the use of 5521 programmer and 5530 modem, or through the Features include LCD display, backlighting, English- use of an IBM or compatible personal computer and the language annunciation. Model 5541 Downloading Software (requires the Model 5530 Downloading Modem). Up to seven 5230s can be attached to one 5207. Standby current draw per 5230 is 60 mA. alarm current is 120 mA. More than 60 programmable options are available for customizing system configurations and end-user features, ) including zone type (fire, panic, tamper, sprinkler, water, heat, cold, local); zone options (pre-alarm delayed, smoke verification delayed, zone disable); and zone location descriptions. Programmable dialer options include total number of reporting attempts, Touch-Tone" or rotary dialing, one or two telephone lines. Several time delay features, including number of seconds to alarm in pre- alarm, smoke delay conditions, number of hours before loss of AC hours report, and 24-hour test time, can be programmed. ZONE EXPANSION 5230 The optional Model 521 O Zone Expander doubles the number of zones available to the 5207 from 8 to 16. The 521 O adds eight additional style A (class 8) zones to the 5207, enabling use of both two- and four-wire .smoke COMMUNICATIONS/REPORTING detectors. The 5207 is equipped with a UL listed digital dialer Voltage Ranges: Using 24-VDC power: 17.8-27.4 voe. which has the ability to seize the telephone line( s} to report Using 12-VDC power: 8.5-11.6 VDC. alarms and troubles to a central station. It can supervise the telephone lines and activate a trouble-alert if a line failure is sustained for 45 seconds or longer. Other communications/reporting features include: Built-in ring detector; re-try if communication failed;fail-to communicate output; one or two phone lines option; up to four phone number capability (plus computer phone for downloading); Touch-Tone9 and rotary compatible. The 5207 is compatible with all major reporting formats including SIA (security industry standard), SK, FSK, SK 4/ 5210 2, Radionics BFSK. Format selectable by account number. 01/13/97 18:35 FAX 12064880279 ADI - N. SEATTLE ~004 ~ SPECIFICATIONS Model 7181 Fire Zone Converter Converts Style A zones to Style D and vice versa. ELECTRICAL SPECIFICATIONS: ) • Primary AC: 120 VRMS at 60 HZ, 2A • Total Accessory Load: SA at 24 VDC 6Aat 12 VDC INDICATOR LIGHTS: • AC/DC POWER {Green) - On when system is running on AC power; flashes when using DC. 5220 Direct Connect Module • ALARM (Red) - On for supervisory alarm; flashes for fire Used for City Box and polarity reversing direct wire alarm. applications. • TROUBLE (Yellow) - On when trouble condition exists. • SILENCED (Yellow) • On when alarm or trouble has been silenced but not yet cleared. • EVENT MEMORY (Yellow) -On when an alarm condition has been reset. • SET MODE/REPORT {Yellow) • On when system is in test or program mode, including Date/Time set mode. Flashes when system is reporting. 5530 Downloading Modem SIA format modem for remote programming of 5207 and MECHANICAL SPECIFICATIONS: other Silent Knight controls. • Dimensions: 16 in. W x 26.4 in. H x 4 in. D (40.6cm W x 67cm H x 10.2cm D) • Weight: 25 lbs. (11.4 kg.) • Color: Red TELEPHONE REQUIREMENTS: • FCC Registration No.: AC6USA·65475-AL·E ) • Type of Jack: RJ31 X (2 required) 5541 Downloading Software APPROVALS: For remote programming with IBM PC and compatible • UL Listed computers. Can be used with 5207 and other Silent Knight • FM Approved products. Requires 5530 modem. Software/modem • CFM Approved package may be ordered as a 5561. • New York City MEA (formerly BSA) • NFPA 71 - Central Station Reporting 72A - Local Protective Signaling System 728 - City Box 72C - Polarity Reversal 72D - Proprietary Protective Signaling System 5260 Printer Interface Allows connection of a standard computer printer to provide . OPTIONAL ACCESSORIES a printed record of 5207 system activity. Simple plug-in connection. (Printer not supplied by Silent Knight.) Model 4180 Status Display Module Provides 16 outputs to give alarm and trouble conditions by zone. Two units can be connected to annunciate all 16 zones on a 5207 control. Cail be used to drive LED or graphic annunciators. (Non-supervised) _) ADI - N. SEATI'LE [a!005 01/13/97 18:35 FAX 12064880279 ARCHITECT/ENGINEER SPECIFICATIONS The contractor shall provide a complete electrically supervised alarm by specific zone ( 1-16). The relays shall remain energized fire alarm and communications system. The system shall until the panel is silence reset or the trouble condition is cleared, contain a fire alarm control/communicator and panel to unless "no-silence" is selected. supervise and operate heat and smoke detection devices, alarm signal devices, visual annunciators and an integral digital The control/communicator shall have an integral annunciator to communicator to transmit fire alarm and supervisory signals to indicate sequentially zones in alarm, zones in trouble, and a central station. The control/communicator shall be UL Listed system functions. LEDs shall augment the display to make clear orFMapprovedforuseunderNFPA 71, 72A, 728, 72Cand72D to an operator the system status. An integral touchpad shall be standards. It shall provide power and control for eight supervised provided to operate, set up, and interrogate the system. Vital detection zones, four supervised alarm signal circuits and a dual operations such as alarm silencing or reset shall be simple and digital communicator. The control/communicator shall be obvious to an operator. Authorization pass codes may or may expandable to sixteen supervised detection zones and shall be not be used. able to communicate to a central station in SIA, SK FSK1, SK 4/ 2 or Radionics BFSK formats. The control/communicator shall The control/communicator shall have the capability to supervise be Silent Knight Model 5207 or approved equal. two telephone lines, seize the phone line, and send the alarm signal on one or both lines without the addition of any more There shall be two Style D and six Style A detection zones. They equipment. It shall sound a local trouble signal if the telephone shall accommodate heat detectors, products of combustion service is interrupted for longer that 45 seconds and it shall detectors. manual pull stations, sprinkler flow switches and gate transmit a signal indicating the loss of phone line service to the valve supervisory switches intermixed as desired and permitted central station over the remaining phone line. A signal shall also by NFPA 71, 72A, 728, 72C, and 720. Products of combustion be transmitted indicating the restoral of phone service. The detection may be either two- or four-wire and shall be cross control/communicator shall be able to report the loss of either listed by UL for use on the system. The detection zones shall be phone line without regard to which phone line failed first. If both programmed to (1) be cross zoned so that two individual zones lines fail, a local signal shall sound. must sense products of combustion, (2) automatically reset a detector to verity that smoke exists, (3) sea a single detector in The control/communicator shall have the ability to send a test alarm-before the alarm is sounded and a signal is transmitted signal to the central station every 24 hours. The test signal shall to the central station. be able to be transmitted at a specific time of day or night by setting a program within the panel. There shall be tour 1 amp supervised {Style Y) alarm signal circuits. They shall cause the bells/horns to ring steady/pulsing/ The alarrn signals transmitted to the central station shall indicate temporal throughout the premises until reset or silenced. Two which of the eight zones is in alarm and which zones are in ) 1 amp outputs can be combined to provide one 2 amp output. trouble, depending on which format is used. Restoral from alarm or trouble shall also be transmitted by zone. The control/ The control shall be equipped with four auxiliary relays that shall communicator shall be capable of communicating to Silent be programmed to operate on (1) pre-alarm, (2) tamper alarm, Knight, Radionics or Ademco central station receivers. (3) special alarm, (4) fire alarm, (5) trouble, (6) no-silence, (7} MODEL 5207 BLOCK DIAGRAM• TYPICAL INSTALLATION SILENT 7550 Meridian Circle, Maple Grove, MN 55369-4927 MADE IN 1-800-446-6444 or In Minnesota (612) 493-6435 KNIGHT FAX: (612) 493-6475 AMERICA FIRE SYSTEMS,.. Form # 150376 (Rev 2/95) ADI - N. SEATTLE ~006 01/13/97 18:35 FAX 12064880279 r') Low-PROFILE p DIRECT-WIRE ► ◄ SMOKE· ■Self-diagnostic maiht~naric'e·f:\\<'. •· <Ceiling white color ) feature to satisfy NFPA 72 ■Same housing design for both ,+, ◄ sensitivity testing requirement ion and photo models ■Visual alarm, power, and ■12/24 VDC operation maintenance indicator ■2- and 4-wire models available ■Thermal models available ■Built-in test switch ■Supervisory relay model ■Plug-in terminal block for easy available installation and maintenance ■Lowest profile in the industry ■3-year warranty System Sensor's 100 Series™ low-profile, direct-wire detectors pack superb performance and reliability into a small package. Their sleek, 1.66" (43 mm) profile is the lowest in the industry, making 100 Series devices the detectors of choice in applications where aesthetics are important. Other key features include: self- diagnostic maintenance circuitry, low current draw, stable performance in high air velocities, built-in tamper-resistant base design, removable cover and insect screen. J------~STEJVISENSOR~ '-< A DIVISION OF PITTWAY _ 3825 Ohio Avenue, St. Charles, IL 60174, l-800-SENSOR2 (736-7672), Fax 708-377-6495 An ISO 9001 Certified Company ADI - N. SEATI'LE (aJ007 01/13/97 18:35 FAX 12064880279 GENERAL DESCRIPTION System Sensor 100 Series™ low profile detectors use state-of-the-art sensing chambers to meet all applicable UL performance criteria. The backs of the smoke detectors are sealed against back pressure, air flow. and dirt. A fine mesh screen also protects the chamber against the entry of insects. These detectors are intended for open area protection and for use with UL-listed control panels. IONIZATION All 100 Series ionization smoke detectors use a single source, dual chamber design for the detectlon of smoke particles. This extremely stable chamber significantly reduces nuisance alarms and provides reliable performance at higher air velocities. PHOTOELECTRONIC/THERMAL The unique design of the optical sensing chamber in 100 Series photoelectronic smoke detectors can sense smoke particles from a wide range of combustion sources. These detectors minimize nuisance alarms by using a custom Integrated circuit for signal processing. The 2112/24TSRB features a supervisory relay that supervises the power and the sensitivity of the detector. When the power to the detector is lost. the supervisory relay opens instantaneously. When the detector deviates from its sensitivity range indicating the need for maintenance, the supervisory relay opens after a maintenance condition has continuously existed for 30 to 35 minutes. SPECIFICATIONS Operating Voltage: 12 or 24 VDC (nominal) Relay Contact Rating (4-wire only): 1 Form A, 1 A @ 30 VDC Standby Current: SO µA maximum average Alarm Current z-wtre: 100 mA maximum, limited by panel 4-wlre: 65 mA maximum Temperature Range: 32° to 120°F (0° to 50°C) 2100T: 32° to 100°P (0° to 39°C) ) Dimensions Diameter: 5.5 Inches (140 mm) Height: 1.66 inches (43 mm) including adapter bracket Shipping Weight: 9.5 oz. (269 grams) Humidity Range: 1096 to 93% RH, noncondensing Spacing: On smooth celllngs (as defined in NFPA 72), spacing of 30 feet (900 sq. ft.) may be used as a guideline. Other spacing may be used depending on ceiling height, high air movements, and other conditions or response requirements. 2112124T Same as specifications listed above, except: Alarm Current 12 VDC: 23 mA maximum, limited by panel 24 VDC: 25 mA maximum Temperature Range: 32° to 100°P (0° to 39°C) 2112l24TSRB Same as specifications listed above, except: Relay Contact Rating: 1 Form A, .s A@ 30 VAC/DC Standby Current: 12 VDC: 15 mA maximum 24 VOC: 15 mA maximum Alarm Current 12 VDC: 38 mA maximum. limited by panel l 24 voe: 45 mA maximum ~ TPml""rnturq Uan~• :a:i.0 to 1ooor. (oo to ~?°C) ADI - N. SEATILE ta)008 01/13/97 18:35 FAX 12064880279 +11-------------, r--------------~ ,----- EOL RESISTOR - - - INITIATING SPECIFIED BY II LOOP P~NEL r--++---......;;;;~~~~~~ I I I I I I I I I I I I I I I I I + I I ULUSTEO I I OMPATIB I I CONTROL I I PANEL I I I I I I I I RA400Z RA400Z I I REMOTE REMOTE I I ANNUNCIATOR ANNUNCIATOR I I ________________________________________________________ I I I : ---------------------O-PTI-O-N-AL -C-LA-S-S -A -W-IR-IN-G ------------------------1 I ■Wiring Diagram for 1100, 2100, 2100T POWER +n------- ,.......----------- ,--------- TO OETECTORSn----- 1..-'"---f-.,...-f- .... -_::---------- ~ r::=.tt,::._----"";:::l---h EOLPOWER SUPERVISION RELAY (SHOWN ENERGIZED) An-716B ~---;..., ) UL LISTED I CONTROL EOL RESISTOR I PANa SPECIFIED BY I PANEL I MANUFACTURER! ------, I I I I I I I I I I I I I -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_O-_PT-_I-O_N-_A-L _-C_LA-_S-_S -_A -_W-_IR-_IN-_G -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_J __ J 1 I ■Wiring Diagram for 1112/24, 2112/24, 21U/24T POWER +ii------- .------------- TO omcroRs1,__ _e:~:t::----------, __ --1 __ ..----------, ULUSTEO I CONTROL EOL RESISTOR I PANEL SPECIFIEO BY I PANEL I MANUFACTURER! ------, I I I I I I I I I I I I I I I INITIATING+ Ii------' '---f-~~+_-:._-:._-_-_ .... _ .... _-:._-_-:._- .... - .... - .... - .... - .... - .... "" .... --'-+J I I LOOP I I . ---------------------------------------------------J I I OPTIONAi. CUSS A WIRING I ------------------------------------------------------------ I ■Wiring Diagram for 21U/24TSRB ~009 01/13/97 18:35 FAX 12064880279 ADI - N. SEA'ITLE ,. AGENCY LISTINGS 2100/ 2100T lI00 I 1112124 2112124 I 2112/24 T 2112/24TSRB UL: S91 l. Vol. 9, Sec. 4 S911. Vol.17,Sec.5 S911. Vol. 17, Sec. 5 CSFM: 7271-1209:157 7272-1209:159 MEA: 22-95-E 22-95-E ORDERING INFORMATION Part No. Description 1100 Ion, z-wtre, 12124 voe 1112/24 Ion, 4•wire, 12124 voe 2100 Photo. z-wire. 12/24 voe 2100T Photo with 135°F thermal. z-wtre, 12124 VOC 2112/24 Photo, 4-wlre, 12124 voe 2112/24T Photo with 135°F thermal. 4-wire, 12/24 VOC 2112/24TSRB Photo with 135°P thermal, 4-wire, 12/24 VOC, supervisory relay A77-716B EOL power supervision relay module, 12/24 VDC smoke detectors MOD400R Sensitivity test tool for 100, 200, 300, 400, and 500 Series smoke detectors \ ) SYSTEM SENSOR WORLDWIDE MANUFACTURING & DISTRIBUTION Corporate Headquarters: In the United Kingdom: In Canada: In the Far East: System Sensor . System Sensor Limited System Sensor Canada System Sensor Far East Sales Office 3825 Ohio Avenue Horsham Gates III, North St. 6581 I<itimat Road, Unit #7 Pittway Far East LTD . ...J St. Charles, IL 60174, USA Horsham. West Sussex Mississauga, Ontario Suite 706, World Shipping Centre \:: Telephone: 708-377-6580 RH13 SPT. United T(ingrlnm CAn.:>cb UM :lTS" 7 CGnton Road - FAX: 708-377~495 Telephone: 44 1403 276500 Telephone: 905-812-0767 Tsimshatsul, Kowloon, Hong Kong FAX: 44 1403 276501 FAX: 905-812-0771 Telephone: 852-2730-9090 FAX: 852-2736-6580 Q System Sensor 8195 This document Is not Intended to be used for installation purposes AOS-227-01 01/13/97 18:35 FAX 12064880279 ADI - N. SEATTLE 14)010 GENTEX ) New UL 1971, Constant Flash Rate, Low Current SERIES □ GX-90 D GXS □ GX-90S Remote Audible Signal Remote Visual Signal with Remote AudibleNisual Universal Mounting Plate Signal Meets Code Requirements for Supervised Systems The GX Series are high quality remote faceplates permit attractive flush The GXS Series and GX90S Series, at signaling devices that offer both audible mounting. 12 and 24VDC have minimal peak alarms, visual alarms, or a combination of both. The GX Series with the 15/75 , 30/75 operating current and only a momentary and 110-1 cd models meet or exceed the start-up current, while the 1 Hz flash rate The GX Series are available in Fire requirements of 4.28.3 of the ADA. All appliances have a minimal peak operating .. ·. Alarm Red or Off-White faceplates with a ) models are listed for both filtered and current normally less than a 17 percent textured grain finish. These plastic unfiltered power. increase from nominal operating current and minimal start-up current. AVAILABLE MODELS Notes: I Combined Rated I Combined Rated ' All 24 voe models operate from 21-30 Voe I Current Current -20 + 10% Light Draw @ Draw @ Max Peak Nominal Intensity Nominal , Operating Model# Voltage In Candela Flash db@ All 12 voe models operate from 10-16 voe Voltage i Voltage Rate/Min. 10 ft. GX90-2 12 voe - 12mA I 12mA I ! 90 24 voe models have the following start-up current @24VOC GX90-4 24 voe ! - 15mA I 18mA I ! 90 - 15cd 114mA 1 flash per sec tW:~~t.f~itlil~~~~'.~~i1;;f!ijfj~Jj,ftij .. ·, 'r ; ~~~#-tt0' : ~ ~,b\Jtii~~],~);,_,Jl~: ~' - 15/75cd 130mA (wall) GXS·2·15·1 12 voe 115 113mA I 113mA i 60 - 15,75cd 140mA (ceillng) GXS-2-15/75 12 voe 15 (UL 1971) 209mA 240mA ! 60 ! - 30/75cd 120mA 75 (UL 1638) ; i - 110cd 148mA 1 flash per sec GXS-4-15-1 24 voe 15 I 78mA 69mA ' 60 I 24 voe models have the following peak GXS-4-15/75-W 24 voe 15 (UL 1971) 10SmA 87mA 60 operating current@ 24VOC: 75 (UL 1638) - 15cd 84mA 1 flash per sec GXS-4-30/75-W 24 voe 30 (UL 1971) 142mA 114mA 60 - 15/75cd 110mA (wall) 75 (UL 1638) - 15t75cd 125mA ( ceiling) GXS-4-15/75-C 24 voe 15 (UL 1971) 120mA 100mA 60 - 30/75cd 160mA (wall) 75 (UL 1638) ' - 110cd 240mA 1 flash per sec GXS-4-110-1 24 1/0C 1110 I 220mA 179mA 60 1 GXS·120·177 120 VAC /177 400mA 60 I l~§'iillilfu'/.iitto/iti%WJ,f. i~~~mtt~~r w.~~y,!:,.,· . . . ..'":t.·~~ffi;- -.~!fiti~l~W~~;WW~~- !\\~~~t«i~·,11~t.1£1«~~ GX90S-2-1 S· 1 12 voe 15 125mA 96mA I 60 ! 90 GX90S-2-15l75 12 voe 15 (UL 1971) 219mA 226mA I I 60 I 90 75 (UL 1638) I I I GX90S·4• 15· 1 24 voe i15 93mA - 87mA 60 I 90 Approvals GX90S-4-15/75-W 24 voe 15 (UL 1971) 120mA 105mA 60 90 75 (UL 1638) GX90S-4-30/75-W 24 voe 30 (UL 1971) 157mA 132mA 60 90 75 (UL 1636) GX90S-4-15/7S·C 24 voe 15 (UL 1971) 135mA 118mA 60 90 75 (UL 1636) GX90S-4-110-1 24 voe 110 235mA ' 197mA 60 90 WHEN PLACING AN ORDER; add the !olluwi11y lu lilt: end ul ll1e 111uthll 11u1111Jt:r. (For strobe orders only) (All orders) "W" = Wall mount and "R" = Red faceplate •p• = Plain (no lettering) "W" = Off-White faceplate ·c· = Ceiling mount (15,75 models only) AD I - N . SE) LE FAY 12064880279 01/13/97 18:35 ) PULL STATIC:.:::_ PRODUCT LINE INFORMATION BG-10 SERIES BG-8 SERIES GENERAL Model Description The Fire•L!te BG-1 0 Series manuai alarm stations are AND Standard unit. Ouai aeuon. Work.s wilti. or wiltlout. a non-coded and dual action. BG-10 crush tube. Includes a terminal block with sc;rews for BG-10 SERIES fast and easy wiring. FEATURES Standard unit plus a" auxiliary N.0. swi1cn 10 provide • Highly visible. PULL BC.-IOA annunciator contacts. • Easily operated. • Attractive shape and textured finish. STATIONS BG-lOT Stancarc uni! plus key-1es1 lea:ure. • Semi-Flush mounting on a standard single-gang electri- Standara unit plus N.O. switcn tor pre-signal cal box. BG-IGP operancn. • Operates w1!11 or without a break tube. BG-t0L Standard unit plus key locki"g feature. • Handle latches in down position to clearly indicate that the station has been operated. Standard urut plus an auxiliary N.O. switch to provide • Optional lock with key. 8G-IGL>. annunciator cootacts. plus key locking feature. • Optional N.O. contact for auxiliary functions. SG-I0WP Stancard unit plus weatherproofing. Includes surtace • Optional presignal circuit. weamerorool box iWP-10). • Spanish (FUEGO) version. Spa"lstr version ol standard uniL Dual action. Works 8G-10SP INSTALLATION wilh or without crush lube. Includes terminal blOck. For semi-flush mounting. attach directly to a standard BG-8 Manual Fire Alarm PuU Station. Single Action. single-gang electrical box. Terminal block with screws Normaily-open contact. allows quick installallon. Spanish Manual Fire Alarm Pu~ Slabon with FUEGO OPERATION SG-SSP (FIRE) and JALE (PULL) in large capital l11llers. Single action. Normallly-open coruact. Pulling the handle down causes it to latch in the down posi- tion and to close the normally-open switch. The handle is Accessories restored manually by unscrewing the alien head screw so SG-2R Suriace mounting backbox tor BG·B series. the top of the case can pivot forward, allowing the spring- loaded handle to return to its normal position. The case can WP-10 Weatherproof suriace back box for BG·l0WP. then be pivoted back to its normal position and secured SB-10 Sur1ace nack box for all BG-1 0 modeis. with the alien-head screw. BG-TR Optionai trim ring tor BG-10, The BG-1 0L utilizes a mechanical key instead of the alien- ) BG-8 SERIES head screw. GENERAL The BG-1 0 P!T has a normally-open auxiliary switch which The BG-8 Manual Fire Alarm Pull Station provides a single is closed by rotating a key clockwise. (The key is non- action. normally-open contact alarm initiating point for use removable in this position.) with UL listed Fire Alarm Control Panels. SPECIFICATIONS FEATURES Electrical: • Sturdy metal construction. Current Capacity: 3Amps@ 125VAC. • Simple operation. Operation does not require replacement of parts. • Drawing of flames on cover helps communicate purpose of this device to people who do not read English words. • Designed to prevent false alarms when bumped. shaken. or jarred. OPERATION ® Stations are non-break-glass operation. S711 The stations are operated by a pull on the pull cover. This causes a key latch to act against a retaining mechanism until adequate tores is applied to open the station. As the station opens, a switch is released to initiate an alarm. The retainer in Model BG-8 is a permanent high tensile spring, MEA which eliminates the need for a glass retainer. When so 38-93-E operated. the cover hangs down (and cannot be made to stay in a closed position) indicating that the station was (BG-8, used to turn in the alarm. (OPERATED STATIONS CAN BG-8SP) BE SEEN UP TO 100 FEET AWAY.) Resotting is easily accomplished by use of a reset key. The attractive design of the stations highlights its engi- neered simplicity and unusual dependability; bumping, shaking, or jarring will not activate the switch or circuit. Instructions for operation of the station are provided on the California State Fire !rant of the pull cover. Marshal ( The BG-8 Station is die-formed from 11a• thick satin finish i aluminum, with lhe operating instructions in raised letters. 7150-0075: 148 Stations come in surface mounting models only. (BG-8) BG-8 contacts rated at: 1 amp., 30 VAC, and 30 voe. 7150-0075: 103 (BG-10) f4) 012 01/13/97 18:35 FAX 12064880279 ADI - N. SEATIL~ - Corr,,,otate 'Office & Warehouse 228 E. Star of Ind la Lane Carson, California 90746 Phones: (213) 538-4670 (800) 421-1096 Telex; 69•8241 FAX: (213) 538•9932 N~ J Office & Warehouse P.O. Box 808 30 Chapin Road Bldg, F Pine Brook, N.J. 07058 Phone: (201) 575-4433 FAX: (201) 575-5504 California State Fire Marshal Listing Number 1135-5B7:5 MSB Series® Patented Motor- -Driven Be.I ls 4 Wire Version with Varistor Suppression The MSB Bells 4 wire version complies with The MSB Series -6B, -88 and· -108 are ) the new UL Standard 464 and are an excellent UL Listed DC motor driven bells with a high choice for fire signaling application. quality micro-motor _as I ts operating mecha- The new MSB series bel Is_ are assembled nism. The Micro-Motor operates I\Vi_th a low with a VARJSTOR SUPPRESSION ELEMENT current consumption and does not require a that prevents RFI · and EMF noise problems high kick-out current when t~e bell initially rings.· · to the fire alarm control panel. The MSB bells are available in 6", a•• and The MSB bells can' be used directly on a 10" gong ancf in 6, 12,-24 and 28V DC polar- standard 4" electrical box or can be used ized. el ther indoors or outdoors with weather proof back box, BBX-4. The gong is all steel construction for longer life and louder sound output. BRUSH /I/ LUG DIODE BACK EMF (SWITCH OFF) -1'-----r-.J-~-o I~ MOroR ~ o~:K MSB-GB-PV 2 m sec/cm •MOTOR CIICUT DIAGRAM I._ · -----o ....-.. WIRE ■SUPPRESSION CIRCUIT MSB·6B·PV .. 7'· dB/at 3M . uS:-1 mV /m-0dB V- .; . ' •;~, • • , '! •,. ' l ·•;- ... , EXB-6-P\i' J J ,_ r IIOv_.,-.-- r ~, ... , ,_ .• _.-•~- :. _,-~1_,_ -;, . : ' ,. ... ~: .' \ . ... . , . .: • Frequency Background (MHz) Noise (dB) · Fie hi lnte11sity (dBl BACK EMF (OPERATION) 50 . MSB-6B-PV ) 70 100 ·.-,, ·, ·::~-. : .. :.;: z••·-1+---+---tl-'• \.__ 160 200 la)013 ADI - N. SEA'ITLE 01/13/97 18:35 FAX 12064880279 '} Specify the Model Numbers from the following: / Gona Rated Rated Starting Sound Pressure lndOOr Model Number Size Vol)age Current (A) Vottaiie UL Std 464 Measurement MSB-6B-PV4-6 5•• 6VDC o.u 3.0 84 86-89 MS8-68-PV4-12 6'· 12VDC 0.06 6.0 81 81>-89 Msa-6B-PV4-24 6 •• 24VDC 0.03 12.D 84 86-89 MS8-6B-PV 4-28 6 .. 28VDC 0.033 22.0 84 81-89 MS8-88-PV4-6 s·· 6VDC 0.11 3.0 84 89-91 MSIM!8•PV4- 12 s·· 12VDC 0.06 6.0 S4 89-92 MSB-88- V4-24 8" 24VDC 0.03 12.0 87 90-93 MS8-88-PV4•28 8" 28VDC 0.033 22.0 84 89-94 MSB-108-PV4-6 10" 6VDC 0.11 3.0 84 92-94 MSB-1 0ll-PV4-12 10" 12VDC 0.06 6.0 84 92-94 MSB-108-PVct.24 10" 24VOC 0.03 12.0 87 92-94 MSB-1 0B-PV4-28 10·· 28VDC 0.033 22.0 84 90-94 NOTE: PV indicates Varistor and Polatiztd Bell. Also available without the Pola,ized Bell. IISIM, MSB-1, 11S8-10 BBX--i Waterproof Sack l!lox Ol111nslon: mm ... ·~ ; • INSTALLATION MSB series with BBX-4 MSB series with Standard waterproof bell back box. electrical outlet box with Adaptor Plate Corporal• Office • & Wa,ehouH Distributed by: 228 !. Star of India Lona amer1can Caraon, Callfomlo 907'6 ,.hones: (213) 5311-4670 (800) 421-1096 T 010111 69-82.tl security· P'.AX, (21') SJa.0022 M. J, Office & w .. ,~OUH equipanent · P.O. ,Box: 808 30 Ch~ln Rood Blc!JJ.. F Pina B,aa~ H,J. 07058 Phone: (lllll 575-4"133 company FAX;.l201l 575-5504