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7315 SW BRIDGEPORT RD f J � CITY OF TUALATIN Building Division CERTIFICATE O OCCUPANCY This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure, or scope of work covered by this Certificate, was in compliance with the various ordinances of the City regulating building construction or use, for the following: CALIFORNIA PIZZA KITCHEN Use Classification RESTAURANT Building Permit Number 05 -3775 Group A -2 Type Construction II -B Planning District CG Owner of Building BV CENTERCAL, LLC. Owner Address 7455 SW BRIDGEPORT ROAD, SUITE E -205 TIGARD, OR 97224 Building Address 7315 SW BRIDGEPORT ROAD TIGARD, OR 97224 Building Official � � _ Date NOVEMBER 23, 2005 di( 4110 'ost in a conspicuous place Call -in 9/ INSPECTION NOTICE Date • 3 : av City of Tualatin Building Division Time 18880 SW Martinazzi Avenue t. Tualatin, Oregon 97062' Inspection Line: 503.691.3040 1 Office: 503.691.3044 Type of Inspection 13 L., ( f' 1 KJQ- F ' Date Requested Time P.M. Address 7 3 / S at 1 -E / 2 )4)7 Permit # O .3>7 A Subdivision CAL I ( P17 Z4 kI (, Lot # R + - ll Builder AL f 1 (JT ur S q �'Lyj'�S r/a�v— The following Building Code deficiencies are required to be corrected: Presented to # Approved Inspector j t4) 4 ❑ Disapproved Date 9/ 23/ of ❑ Approved w /Correction CALL FOR REINSPECTION .S -/( ❑ YES X1 NO F // " CITY OF TUALATIN Building Division � 1 J CERTIFICATE OF OCCUPANCY This Certificate issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance this structure, or scope of work covered by this Certificate, was in compliance with the various ordinances of the City regulating building construction or use, for the following: CALIFORNIA PIZZA KITCHEN Use Classification RESTAURANT Building Permit Number 05 -3775 Group A -2 Type Construction II -B Planning District CG Owner of Building BV CENTERCAL, LLC. Owner Address 7455 SW BRIDGEPORT ROAD, SUITE E -205 TIGARD, OR 97224 Building Address 7315 SW BRIDGEPORT ROAD TIGARD, OR 97224 Building Official / � _ Date NOVEMBER 23, 2005 41110 in a conspicuous place L Calf - INSPECTION NOTICE Date 9 3 pv City of Tualatin Building Division Time 18880 SW Martinazzi Avenue / Tualatin, Oregon 97062 /ri Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection i3 L" ( L_t� ' A., F Date Requested r Time A . P.M. Address 73/ S 3 1 DGE 0_5 Permit # OS II 7 S - CAL. AL. I I` y�/� P17 � ? 1 ( Lot # ( -� Builder � q LJ )i 1(. DES( 1 -- -4.--Cor\isr/ P The following Building Code deficiencies are required to be corrected: Presented to 'Approved Inspector J /4),VD1- ❑ Disapproved Date cV Z1/ 'i ❑ Approved w Correction Z1/ CALL FOR REINSPECTION s `/( iljf O YES X NO F // -% Call -in CI INSPECTION NOTICE Date q City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 7/ Office: 503.691.3044 Type of Inspection 4/...),1) le- d5 -s 4") 0 7 Date Requested 1 -0 Time ( A.M. P. . Address 73 / S Sc) 2/ 414- c Permit # ©S _I 7 Subdivision C/F �� /& Z " — Lot # Builder HA Lt)('1 cJl The following Building Code deficiencies are required to be corrected: l JQ /oi.v-tt t C'/�STe.../tj S 1.1.S 47 4 No r J t reb . ✓✓ r Presented to ❑ Approved Inspector jiEge.ti WADE X Disapproved Date . 1/ 9 / O> ❑ Approved w /Correction CALL FOR REINSPECTION S= YES ❑ NO Catein I 21 INSPECTION NOTICE Time City of Tualatin Building Division 18880 SW Martinazzi Avenue ) ' Tualatin, Oregon 97062 Inspection Line: 503.691.3040 / Office: 503.691.3044 Type of Inspection A�p�/'rjs / n!� d r Date Requested /2— / (/ Time A.M. Address 7.3 / !7 / Permit # Subdivision 6,:// Lot # Builder 6 PM. The following Building Code deficiencies are required to be corrected: e ,me r ' A iiiE ' fice- 9 AL-k.--t / 42,../..15,,!.. :1 o ' 77Aje. C2) e+a tik ,60rL r AT 7 - ,e9a4, /—'.-- j T c suer 7k0 Presented to ❑ Approved Inspector ��pdt disapproved 7 Date /Z /`Z ❑ Approved w /Correction /3 CALL FOR REINSPECTION )] YES ❑ NO r = / 'A- . Call -11)0 INSPECTION NOTICE M i Date `/ * 2 :. City of Tualatin Building Division Time ✓ 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection p r/42! �{f14 -�! ✓ �j Date Requested / - T Time A.M. .M. e Address / 3/5 z �C � �1. Permit # O 5 - 7 Subdivision / / v d �Grr Lot # /e - 9 — / Builder " .L4 -e--- ..-..JGe The following Building Code deficiencies are required to be corrected:546I° °)O N- I I Nv'`T L.1 51c..V11r, a/.I CO z, N Y/ Presented to a .A... El Approved Inspector v ❑ Disapproved /� Date _ f b IDS proved w /Correction CALL FOR REINSPECTION ❑ YES 10 Call ir INSPECTION NOTICE Date 'a7 �ra City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection /4/ Date Requested % — Time /� A;lyl. P.M. / / / c Address / � � Permit* Subdivision (.,c// % 7 Z� Lot # , - 26 .2 Builder //104,61 /C/ T lowing Building Code deficienci are required to be re Mau �" 0�� FLk Pt t 7.. Lf LI , > = 1) u - -: �. , u i P zi ?' wf`r'U- i/ o _ 62.41&,s 4 - - 9o - 5 . r,u Far Um xis p 662.vic wu As air—rb Mayo obaAJ i /vl geor 1046 14' 4Y'rE / V 1e ANN, ' 4 CJ 7, •- I — I m T 1 L.- CO-A6 A-cL APA aie: Presented to ( ❑ Approved Inspector � G} r - � disapproved Date 1 1a� ❑ Approved w /Correction CALL FOR REINSPECTION YES ❑ NO Call -in 9 4, INSPECTION NOTICE Date City of Tualatin Building Division / Time__ � T� 18880 SW Martinazzi Avenue / — Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection / 1 c— �� 7, �7 0 Date Requested C 7 �O c —dJ Time A.M. 41111 Address 7 / ,S 5'' f Cb' Cf Permit # 37 Subdivision c 9 /Z-Z4. c of # Builder J � ter— _-Ji ," The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector cYE /- i Disapproved Date �I /G O Approved w /Correction CALL FOR REINSPECTION 5 . o r:, U YES K.NO r c g°11), Call -in T INSPECTION NOTICE Date U 116. City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection At/ /I, ECk Date Requested 4.3 7 - f- - 05 — Time A.M. gliga Address(. qu /� -S 4/ If / - C 7 Permit # 011 7 Subdivision P(Z2 /c (T Lot # Builder sil/P- 41 cJ DC-Si 0% The following Building Code deficiencies are required to be corrected: /1 • L, /era - /' Presented to to Approved Inspector 3E2,121 ❑ Disapproved Date 9 / $ j /Os ❑ Approved w /Correction CALL FOR REINSPECTION c 2 ?5-- Li YES NO s /p Call -in / p INSPECTION NOTICE Date / v City of Tualatin Building Division Time Vt u 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 6 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 1171-)S S A-- 4 SV Date Requested G T — Q � — e)J Time A.M. P.M. Address 71/ S S c) i3 ,G/,' G -loner Permit # C .¢ •7 Subdivision C–* - C � / 2.2.4 - Jef 7 Lot # Builder C/1144.4. The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector ../ 1.04236 ❑ Disapproved Date 9 /g/ 0r ❑ Approved w /Correction J CALL FOR REINSPECTION s y� ❑ YES )<I NO 3 t P , Call -in q INSPECTION NOTICE Date •8 q�ps City of Tualatin Building Division +S Time I —� 18880 SW Martinazzi Avenue 1 �j/ Tualatin, Oregon 97062 "I Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection c L / '�F�, fl�C A/ / i , s 7 ^� Date Requested Q 6 `�0 Time A.M. P.M. Address 73 1 S ' S CJ I I/? e�// Permit # 0S3 1 73 Subdivision Cf t f F -P/Z?/9•- I`/7 Lot # /2- Builder c? 1 48 1 - 0 f OT D LS r7? The following Building Code deficiencies are required to be corrected: t ? l ,� /- 7 -10 Z , /.� ' /.2..„. € /. , _ ' ---.4z..) '' 3 3 i r/.�¢-�!s it. D. -o —i —owl acv ,4L.4�. Ball STA• 0 auee, Atrif&k oI 1 2 , , a.c. 0-441 G /,; — ., 71L 7Z.e /3.--c....1 # 4 Pe- /2 & cs1J,✓ CA-. At1tiv. / ,co // flit e I41E' *AJE n'A.A.../ 3 _ Aix,/ c.e..a._. 4 CtvrL i. / 4/ _/ • 3 -Ye n I As -E ,ij" AL.tn --- ,L.0.4 . Presented to O Approved Inspector c% Gvare 1 Disapproved Date 2 / 5` O Approved w /Correion CALL FOR REINSPECTION V = / �J YES E NO _\ -ds r Call -in (t INSPECTION NOTICE Date l0 � 6t9 C ity of Tualatin Building Division LL 4 Time - - . 18880 SW Martinazzi Avenue �{,.r Tualatin, Oregon 97062 / 1 7 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection C ! (r� /ec 5 / ` L.E Date Requested (4 ^ S c -_ Time A.M. -7 P.M. Address 1-5/...5 S(J 8 Q/Q .,Av er - = l Permit # © 3 7_5 Subdivision 1j P/ 2 7.^ Lot # Builder 4C/4C M LIT The following Building Code deficiencies are required to be corrected: J n 0 �Pr a i/ f �e. 7 -X T re 5/ 4 ,2 ___ 6ic 7, �� if Co ! l / IA-, 1^ . c0Gr,rO — 1.1.. CZ ,c/. ,/ 65 f.•-r A. /Z - fr-- - P — a / e-:,. c1- </ el d ,5 Presented to Li Approved Inspector .i IA.)AD '<Disapproved I Date 9/7 O$' ❑ Approved w /Correction CALL FOR REINSPECTION 5 / �C ❑ YES ❑ NO r� Y r , Call -in INSPECTION NOTICE Date Q C ity of Tualatin Building Division Time !/ _ 18880 SW Martinazzi Avenue n / Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection i ,14C Date Requested 9 bS Time A.M. P.M. Address 73/S S f /Pa-e P• pPr Permit # Subdivision /F P/ 2.4- ) , 7 Lot # Builder c / 4- t 1 ''t I4 T The following Building Code deficiencies are required to be corrected: Presented to )(Approved Inspector d; (^ (A.) ADE ❑ Disapproved Date VR7°5 ❑ Approved w %Correction CALL FOR REINSPECTION ❑ YES jtic NO Call -in INSPECTION NOTICE Date City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection / L Date Requested 7-w'--as Time A.M. P.M. Address _ J 3 /3 SL.J i 4e, iLer—Permit # OS 3 77 r Subdivision /r, P 2—e i Lot # Builder U yekLcJ. 1 -1 The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector J , �AOE ❑ Disapproved II Date C V 6/ I ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES X NO Call - in INSPECTION NOTICE Date City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Date Requested 5%-e?— OS Time A.M. P.M. Address LS st-4- Permit # © 37 ?.- Subdivision CA P7-2-- Z-.4 M./.7 # 2 -2 Buildkr The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector %lE/Zy yifJ/ ❑ Disapproved Date 7 -105 O Approved w /Correction CALL FOR REINSPECTION (YES CI NO Call -in INSPECTION NOTICE Date City of Tualatin Building Division Time / -� 18880 SW Martinazzi Avenue 1 Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection R9 60 12 0 v y � ! ) ir Date Requested � � Time A.M. P.M. Address /3 /► /' P # 0� 37 TS" 7 Subdivision � 1 J (,/�� "�,/ 1 12 - 2,9- -- ./�/ I Dot # e s� J Builder k #TI / /h c'7 D .J The following Building Code deficiencies are required to be corrected: 7-6S g e.:0 -5 - d / /64,-04; —, AS a!A/GL1G, LiN�NOWN /Qc — S sr/4 rt_-f e_ 1: 4 • D k-- 27 miff "i-0v /Ord ry� '� _' A - t _ - --* ... ' ca -- ebt1 �s7 S54 / / /ow teL A- Presented to '<Approved Inspector E/ZAA WAD E ❑ Disapproved Date 2312.2_( 0 S ❑ Approved w /Correction CALL FOR REINSPECTION El YES NO 6 ��p Call-in INSPECTION NOTICE Date City of Tualatin Building Division Time 7'� 18880 SW Martinazzi Avenue ( Tualatin, Oregon 97062 ' M Inspection Line: 503.691.3040 1I - Office: 503.691.3044 Type of Inspection (i! EZ J /ii CC ' 7? `� P Date Requested ^ 2 -., )L. r Time g C4- Address 72 / 6eioir <.7-- Permit # c9-r—_3 7 7 Subdivision Ll� ,( Lot # �'- Builder —� JM ' .- The following Building Code deficiencies are required to be corrected: Presented to 1 Approved /' Inspector J ERIZA-w.r,E ❑ Disapproved Date a Approved w; Correction CALL FOR REINSPECTION O YES XNO S p`Ii�sA Call -in g.1 INSPECTION NOTICE leY4)4 Date City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 �- • �s Inspection Line: 503.691.3040 "jL. - i- � I } _ _ � _ iz - Office: 503.691.3044 �� y Type of Inspection ./ i Date Requested fil /O S lime A.M. P.M. Address -7 .91 / 5 �� O i i" Re Permit # a5 - < 7 7S Subdivision : . r „ Lot # a Builder .iC4. e The following Building Code deficiencies are required to be correc ;r : ,, - rD.2 7,08' Presented to ❑ Approved Inspector JF LAM Di Allisapptiereed Date a 13 I ❑ Approved w /Correction CALL FOR REINSPECTION S ❑ YES ❑ NO r ` 7% Call -in INSPECTION NOTICE Date ?) .d 7 City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 44;1 1)7 --' Date Requested / Time P.M. Address 73 / vdef Permit Q — 377,5" Subdivision /3.. am v / - � /2Z* Lot # ?eV-- Builder The following Building Code deficiencies are required to be corrected: � - 5/Cr de‘IP cA FP Presented to ❑ Approved Inspector ❑ Disapproved Date 6 t Lei ( OS / p.-proved w /Correction CALL FOR REINSPECTION ❑ YES /.19;40 Call -in visa INSPECTION NOTICE Date Time 9 ity of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 /roy Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection � C7PIPe c u'S � 7' Date Requested 5 A.3 `y 8 r Time A.M. MP Address 7 31S 6--t_h 6 t r' Permit # ns 3 Subdivision (7...4--C..1 I I 7.-A K // / f Lot # it — 2 Builder S '14(.✓ Al ur Dos 1,A, °14-- co. , 5- The following Building Code deficiencies are required to be corrected: Presented to X Approved Inspector ,f62.12it t 1/4b3 G E ❑ Disapproved • 812.310) j Date 1 2 ^ O) ❑ Approved w'Correction CALL FOR REINSPECTION 5 , 2C% ❑ YES NO V° Call-in 2-44 INSPECTION NOTICE Date City of Tualatin Building Division Time /0 4 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 / Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection I A 40 S, _ f Date Requested lime k A.M. /�nP.MM. Address 31, (, 7 \',•121121 a Permit # 421 3"/" 6l Subdivision A. _ •. ■ ' • Lot # R a. Builder I ' 4 ,, 07 Q The following Building Code deficiencies are required to be corrected: Presented to J Approved Inspector J � ❑ Disapproved Date elSZvf OS ` O Approved w /Correction CALL FOR REINSPECTION 5 -Of ' O YES )NO s F l P- Call -in INSPECTION NOTICE Date 7--/ vc Time City of Tualatin Building Division ,,, 1, 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 / Inspection Line: 503.691.3040 ^/ O,S Office: 503.691.3044 I ifr // Type of Inspection .. 2 ) ( •f 6 k (�rKp Date Requested / /8 •O 0 Time : ! A.M. P.M. Address ,��Q_,'Q9 / `�O 2 T Permit # D - 7 75 Subdivision C/4 / . 4 /', J �.�4 Lot # Builder L4t<tfi 4._T__0 . - GD The following Building Code deficiencies are required to be corrected: " Presented to X Approved Inspector .../EM -402 `�/�+7/7� III Disapproved Date l9 D,r El Approved w /Correction CALL FOR REINSPECTION - ' - • s 1 ❑ YES NO p = 2 Ate) p. Call -in INSPECTION NOTICE Date Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 / f Ins pection Line: 503.691.3040 Office: 503.691.3044 Type of Inspecti‘ /2 Aop,e Date Requested . 7 . / G'S Time 7 P.M. Address 7 / i2 /ay, 04)4-7 Permit # � .3 Subdivision ,J Lot # Builder DC L7 The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector c/E/ (,)/r4 t b ❑ Disapproved Date 7 -[ / ❑ Approved w /Correction CALL FOR REINSPECTION s / ' i - 5- - C1 YES KNO P s /Dfi Call - in INSPECTION NOTICE Date 7 fi 9 Time rib' City of Tualatin Building Division /✓ 18880 SW Martinazzi Avenue I Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 / "6"1-13 //� ' 'o/"15 Type of Inspection C/ if,./ Q 44k 4 q S0,=, /7 /4c--,e a f J /-471,k Date Requested 7- /7---o< 7 Time 0 C � P.M. Address 7,..3/5 62/ / F �, Permit # 0S'z+� 7 ZS Subdivision 15/Dj Lot # l( — o? 77 0 "2-- Builder S . n -60 LET S - .Lett rt,.ST _ / 1 4 . /R The following Building Code deficiencies are required to be corrected: Presented to X Approved Inspector c.J5W�, &JAW g 11] Disapproved Date 7 I / ❑ Approved w /Correction CALL FOR REINSPECTION 5 _ 5 - ❑ YES Not NO f 4 i Call - in INSPECTION NOTICE Date Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection e 1° 4 7 4 L 6 4- C,< o L/Q Date Requested 7/i VAC 5 Time A.M. 1 Address 7? l S ,5' u is 2.1 O Permit # b S -3 7 7 Subdivision � i<i Lot # Builder J i.� ffr/ ✓/ < / —A.9s 2 619 The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector ...../6/27 6,t)4 / ❑ Disapproved Date 7 / O Approved wiCorrecti n CALL FOR REINSPECTION Zy DYES jt / J CaII -ir ZS INSPECTION NOTICE Date Time City of Tualatin Building Division i 18880 SW Martinazzi Avenue D r Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection &R4 /451E DO Cr A/ 1 Nil Date Requested 7. 25 -0 s Time A.M. A as P.M. Address ff,e I,/ 't RR, 7- Permit #/75-' 3 7 7 Subdivision C / i A o . r4 4 Lot # Builder ..... 1. . .,. L/ g a — a The following Building Code deficiencies are required to be corrected: Presented to / 1 Approved Inspector ..../6" E '❑ Disapproved Date — 2 —O5 ❑ Approved w /Correction CALL FOR REINSPECTION C / 0 YES NO � PIP n INSPECTION NOTICE Date 7- C-0 5 Time City of Tualatin Building Division if, 18880 Sw Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspect 5tzft5, N C T Date Requested 7 -/s -v5 eit 7. N- C�Time ito ?A.M. P.M. Address �7 i4 1 4 0A t Permit # Q E- s 77 5-- Subdivision C jig / / i'4C/NJj R° P4 Lot # / Builder ,514A WM / VJi+ /S P `�- < d .v The following Building Code deficiencies are requ red to be corrected: Presented to Approved Inspector ✓GriE 3 i a� ❑ Disapproved Date 7 ^ O'" C Approved w /Correction CALL FOR REINSPECTION S' /7 OYES .0 NO / .W 5 0 /, / Pr ir17 INSPECTION NOTICE 77, vale? /i Q 5 �/ City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection /1 -- / ` 7F•l7 Date Requested / 7 %'eyrmit# Time ( P.M. Address 73/ 5- O'5 725 y Subdivision // : j Lot # �� Builder ' ,[7 { � 6 he following Building Code deficiencies are required to be corrected: i � �� 2 ' / i, 4J £/ S,¢-1 @, sv on.44441-ee 20 ` — r te 7 ---", 74 ,k. A 7 , - Ap t—Arrr l 1 $3 g _, _ _ e _ • Q Approved Presented to Inspector i f4.20dS— X Disapproved Date 7 -/ Y D ❑ Approved w /Correction CALL FOR REINSPECTION 5- < ❑ YES KNO G �fttP 10: ■ -Call -i INSPECTION NOTICE 12e),(../ Date 7 /3/x `" City of Tualatin Building Division Time 3 :4 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection ,areslid ` (/L-G7 Date Requested 7 — / `7 Time A.M.Z Address 3 / � Al .; A /✓ Permit #®. Subdivision / ��_ Lot # Builder ��.cr.•V �/, The following Building Code deficiencies are required to be corrected: Presented to LL1 / Cpproved Inspector r 41 c O Disapproved Date 1 g 4 1 0 S - J LI Approved w /Correction CALL FOR REINSPECTION 0 YES •■O -Call-in / NOTICE /-/-‘ Date /0 77 Time 6/ City of Tualatin Building Division ( 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 77/ 0 f / 1 Date Requested 7" • Time P.M. // A.M. Address 73 /5 44a:7-047 Permit # 6 - 5 775 Subdivision Lot # ` 47104=2- 47104=2- Builder /' lGQ1' /9/-2-1,--A � ,L The fo ing Building Code del i ncies are required to be correted -34 ' /k G � / pui " ° <r 2- !J V Coiliq G 6 ► Fo& . , :-r .4' IJ .c , o u __ i ri.L___1 i 0.e.... u 6 -) IOW _'_...2.1 P l/C�' • ° 0 P ' I r - J. if 1, 1, Oil 111 !i': I a� A-Y . � 4)' _51Bi P Presented to roved LI i C L��p Inspector, ❑ Disapproved Date 1 let O Approved w /Correction CALL FOR REINSPECTION 0 YES 'NO Call irrJ INSPECTION NOTICE Date /�5 /s' Time ' / City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Date Requested 7- Time A.M. 2 P.M. Address 7.5 ((� 1 r Permit # 06 - J 775 Subdivision /� /2J7.-14 / - Lot # /� y Builder /mil The following Building Code deficiencies are required to be corrected:34a- 54 " —,46) s t/A- IC Presented to O Approved Inspecto I C] Disapproved Date 7/2410r L 4 1 b Fpproved w /Correction CALL FOR REINSPECTION S ❑ NO Call -in 7/ INSPECTION NOTICE Date l Time 7" City of Tualatin Building Division 18880 SW Martinazzi Avenue s Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: "-e— 1.304 ' 0,Z liatti C. Type of Inspection Date Requested 7/6, Time (S, Address 7 3 / c a& I DGIY'#fermit # QSff. Subdivision 040r: pc Z. =* /r Lot # Builder S ki4 &&LJ/i li 4/7439 -{ 63 q The following Building Code deficiencies are required to be corrected: / /9 f9 .P 15 z . B.d c.4 �.►7L— Are_ 04- / — s. Presented to ❑ Approved Inspector tdA?9a" V Date 1 r ❑ Approved w /Correction _ CALL FOR REINSPECTION 5 / /d X IYES 0 NO Call -in t1 / INSPECTION NOTICE Date (.J� Time 9'� a City of Tualatin Building Division 18880 SW Martinazzi Avenue 1 Tualatin, Oregon 97062 �� Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection d V 2 T T) b ' C rrx# pas R .1 v ii Date Requested ? 7 ! '"O Time A.M. TO Address _73 I S / Fti Permit # Osr. 317C Subdivision C -- A PI Loot # (� Builder k`W� I• , C C r1 " 5 q4 g4)/y v ri The following Building Code deficiencies are required to be corrected: S — "° p G .✓ /4a(iN�J / 0 ."A f idr-c-1 -. A /Lev 4,,t 6 (// 3. (244041 . 04 o PTZ cS — 1 Presented to ❑ Approved Inspector ✓F zf /Ator, ' A Disapproved 7 Date �E D'r ❑ Approved w / Correction 6 CALL FOR REINSPECTION 5 f W ❑ YES )c] NO f G t* p' t ROOF TOP A/C UNIT AND CURB BY OTHERS vi ni (E) ROOF CONT. WOOD � / ) I NAILER AS REQ'D DEPTH VARIES a orommummi r 1/2' 4) M.B. W/ NUT 4 LOCKWASHER THRU (E) METAL DECK I i STEEL CHANNEL AT EQ MIN. OF 1' -0' FROM EA. C5x9 STEEL COMER EA. DIRECTION CHANNEL - ALIGN (3 MIN. PER SIDE) W/ STEEL JOIST PANEL POINT, TYP. (SEE SECTION AN ) S0.1 NOTE: 1. PUDDLE WELD BTWN. MIL. DECK 4 C5x AT EACH BOTTOM FLUTE SECTION H 1 " =1 ' -o" SO.1 f e . 0 F 9 s ‘ ,.. 004/ 4.p ��GOIy T ?i, 19� S P. S IEaP P 1 r •■• j r., war \ E UNrr C P k- 4 3e11)6tFb J O. A 6 1 0.487.0 1 99 R 4 me*" umax cut 1128 �.�. lE0 5K-( F4I:610.429.7961 E NGINEERING A-5 K.or 9 0 1 0 U P ash ♦ 135016. . 1 ... Cal Date / 0f INSPECTION NOTICE City of Tualatin Building Division Time 145 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 70, tg Al2/•Z-, Date Requested 7 Time A. P.M. Address -7 / 5" 47>"4 1,rWe- Permit # 0 6' -3725 Subdivision lif ,/2/7../1 Lot # /e /,, C-0 The following Building Code deficiencies are required to be corrected: 3W -. if iVIM Presented to O A roved Inspector ,_ t L------- isapproved Data M D S Approved w /Correction CALL FOR REINSPECTION O YES ❑ NO � /,� INSPECTION NOTICE Call- in Pie Date 02 )� City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 4114 . ri •R-i 4, Date Requested 61 ` Time P.M. / / � Address 7 .D /� / � Permit # r�'5 77 Subdivision . ,, _ / Lot # ,- .0 742 ° 1— Builder / The following Building Code deficiencies are required to be corrected i / '4'c) ga•1W NT Jai Presented to A pproved Inspector ( `, ` ` J D Disapproved Date to g I C4 D Approved w /Correction CALL FOR REINSPECTION 0 YES ONO Call i INSPECTION NOTICE Date 5__ S / �, C ity of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection - "�et)kl. "Lei Date Requested (o -✓ Time A.M P.M. J Address 7 '3/ 7 i a3 / �� Permit # p � - 57Z Subdivision / zl�' Lot # /C - .2O ,cA - ' . I Builder 4Gl�/ `' The following Building Code deficiencies are required to be correctedt 1 h ¢2,J °?v l:j - i Z - 1.1-- i,o % ,/ 40- a' - - 2 P r • ~ Cal. Mre ?27. 4. Oi . 0.16 o F 2 Presented to L itA._ El Approved Inspector /_r 11 Disapproved Date tP 1 5 (0 / pproved w /Correction CALL FOR REINSPECTION EYES b NO Call -in INSPECTION NOTICE /10X ) Date w City of Tualatin Building Division Time P ` 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection 671 C v / ^ _ �v. Date Requested 6— Time A.M. 45 � � / f / `r Address � �9 Permit # . 0.6 r3 Subdivision / //C Lot # /�--- Builder (z_�� The following Building Code deficiencies are required to be corrected: a�� °af ,. i s I • P. " , Presented to Approved e t _____L D Inspector / / O Disapproved Date S.f� ((� /O I Approved w /Correction CALL FOR REINSPECTION 0 YES NO NO Call -in INSPECTION NOTICE Date d - /-OS / / � � � City of Tualatin Building Division Time 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection �� 6C Date Requested ` 6 ` / Time A.M. P.M. Address /24 / Aid Permit # 5 fi 725 Subdivision (/ /7Z4f Lot # K —,,o— Builder _.4 /j�� The following Building Code deficiencies are required to be corrected:3,0 - ,: ( `r /A., Presented to ❑ Approved Inspector. t_ _ O Disapproved Date (> killD5 lyeApproved w /Correction CALL F REINSPECTION ES ❑ NO • DEPARTMENI.OF LAND USE & TRANSPORTATION 111 WASHINGTON BUILDING SERVICES DIVISION #350-12 COUNTY, 155 NORTH FIRST AV., HILLSBORO, OR 97124 PHONE: 503/846-3470 OREGON INSPECTION REQUESTS (24 hours): 503/846-3699 41: P t 27 50... kJ ec f 05./ / D.4- Ili t. 11! ! :k (73 F:1 c I A 1 - .1 (-:•-•,:1 -a ./ DRSCRIPVON: CALIFORNIA PIZZA - (6) 21/0A. (3) 400A. 124 CKLS '..>L1F:1:•'0!- „ ( . 1 . L cc t 1• ;• P a 1: • CT: 1 C c., 1,•1 1 E: 1 e r r, :r..:. r; t t_ C .ca ( 1 I. k: C •- •tx mmn A . . (2,c---<;•: . . . . • F- • .a• ' - • ••• ) • eb4141 c '4 David SPradUng 1 • aghin-gtort Comity - - ---_ • _ _ - - - ElectriCl- Inspector • _ 5014346-8194 • 4 / A • . —_....-. . . . t. • , ■; • f le 1/1 I t. d 11 C;.; 1 tecl 4•• 1.),9 Fi . e: • Lir': .1, 1 , - , •. •t: - 1:‘111 1 1 a s t 1 ; f •i• i AM .7,3611•06* 1 ... .1 3. 4- 4.j.I 1 1. !.::,-.Dver• • c::_: r.ti l V - . r.. - 1: 4.1; 4-T. I' teal .1. t I p t k ' e:1 • c..1 1 2 a Q.C` ri E Eri 1 .2 ;: 5 OL • (...t: I -- rl: /2` e 't i...; • • .9 c..; Washington County Electrical Permit Schedule inspections through our NR line at 503-846-3699 Post Red out permit at eiecdic panel Date/ 23A S— Permit# . 3 F Project Address 7315 S;..v ir3RI Frr, Permitted Work: i,? F - ❑Homeowner installation: Phone Signature: OR 3LContractor Ins Ilation: Phone: .54: Company Supervising Elec. License# 5 5 & Signature t ) Inspection Inspector • at - Underground INS Service Wall Cover P4 / i (1 7/4' 5 Ceiling Cover Final Signature of inspector indicates approval - Not Transferable Call -in i l l INSPECTION NOTICE Date Time 1 r') % City of Tualatin Building Division �' 1 / 18880 SW Martinazzi Avenue l Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection E 1 D " F1 Date Requested I C , ' -b S Time / A.M. Address 7 3 I S J 1 I b ermit # d -377 Subdivision •16 ✓� Lot # /� Builder C..� The following Building Code deficiencies are required to be corrected: 7 ? 4 —G1J -12 / � <170/2 40t.ger ZA) A .74t. 7//;,) ot9 Presented to ❑ Approved Inspector cl=Zit y1 `,A.M19 )Disapproved Date ~] 7- 05 ❑ Approved w /Correction CALL FOR REINSPECTION s - YES ❑ NO Call -in INSPECTION NOTICE /�'� Date 5� �,, City of Tualatin Building Division Time 2; ``K3 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection , 12'Zi-/ /hdb - zi 717,ha Date Requested 7 ---/ / Time A.M. / a • Address Z.34...Z.34... � /Gt% */ Permit #O ` - 37/ Subdivision f Lot # is — .242- Builder C, �• i The following Building Code deficiencies are required to be c• 5/e 40- • -r r - rim r . ,L__:___-_-_,,... Fyn 11 P a) e411 ( n _ ' - P A- - /' f Presented to / % ❑ Approved Inspector � ❑ Disapproved Date ' 111 /OE,s Approved w /Correction CALL FOR REINSPECTION III YES -10 I I Call -in Ul 0 INSPECTION NOTICE Date 0 Time 104 City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 J,/ Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection (� ' c/�Sf �i 14. Date Requested ` Time Address Permit # Subdivision ,ernY Lot # Builder a riZZ.4 - The following Building Code deficiencies are required to be corrected: Presented to aApproaeaid Inspector J6 .8Diee pprov Date S -Us _ OS IEFApprovrtrwleetvectitan CALL FOR REINSPECTION S ❑ YES ❑ NO Fe / p, KINETIC ENTERPRISES ORD # 01720363 LINE# 8.1 WEIGHT: 121.2 QTY 1 SO FT: 35.82 A i 1/4 CLEAR 91 1 /2" X 56 3/8" IG RACK: 1/4 CLEAR 01G03 91 1/2" X 56 3/8" IG SCOT: 11111 flI liii 1111111 I I I II 23 01720363.8.1.1 LOAD RA MILL 17/32" (1" OA) POLY (A -6A] O1XX2 LOAD SL DT: 614 PLT# RT /STP: OR LOCAL NO. / 30 OPT# :!01 08 -01 -05 <SHIP DATE DUE > 08 -01 -05 Call - in - INSPECTION NOTICE Date 1J Time 1;6:1 City of Tualatin Building Division 18880 SW Martinazzi Avenue # P / 115 ' Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection f Qj / 714 G. f j / 'i A.M Date Requested /S y ots ` Tiime . � P..M. Address R- 1�c Permit # OS 317S Subdivision C A L I K i'`'/ / \ 2 -Z '.— / Lot # ' a--- Builder ,-c i 4 4)/� Jr 1.)64S jij 'i'" (.�-J? The following Building Code deficiencies are required to be corrected: Presented to X7 Approved inspector ❑ Disapproved Date g - - O� ❑ Approved w /Correction CALL FOR REINSPECTION 71 ❑ YES X NO f Call in fsi INSPECTION NOTICE Date Time /.PPL City of Tualatin Building Division 1 , 18880 SW Martg Avenue / ,/ Tualatin, Oregon 97062 97062 " Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Pr! "T 4-L f Q4sr? / /- /ea-r Date Requested y'^ -0 Time rD P.M. Address 7 3'/ r ,BS [ I E.' r Permit# OS 75 Subdivision C4 - //- �/ 2:2 Lot # – 0 2 0). Builder S 4 /4/41 MI (/T bes f. i.ti 1 6 NS1. 6/7 419 ? /G 39 The following Building Code deficiencies are required to be corrected: 8 /2 /t 7 A .. / — �-eeo/i �'n .e jj /1 Attaabi A fio •N, 44_, pr Ls o,..., A // 6 ? 5 erdee-,•-e, C. -7...er f/ Vv../ 0(44 7 or Presented to ❑ Approved Inspector AR-114.1 tlYRIOE X Disapproved Date O —0 2_ r O$ ❑ Approved w /Correction CALL FOR REINSPECTION Sri YES CI r 'I' I2, Call in qr INSPECTION NOTICE Date v Time � __ City of Tualatin Building Division n / 1 18880 SW Martinazzi Avenue /,. (!N Tualatin, Oregon 97062 l (((///"'rrr Inspection Line: 503.691.3040 !� Office: 503.691.3044 r�7 Type of Inspection lC.77-4 L- / //ef SPie-/''J KI--'-/e__ Date Requested g a_ -0 S Time / p Go P.M. Address 73 / S j22i,Ei f Permit # ©s 3 7 ! J r Subdivision 4L/ ' / 2 2 LotR O,2 Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector L i'P L( tOA D 6 ❑ Disapproved Date O - O2- - ❑ Approved w /Correction CALL FOR REINSPECTION 5 1 �- O YES )01O c � i/ P Call -in 8/a INSPECTION NOTICE Date Time �. City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 �t Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection Tq ?.& 2 44„,,,r, / r�uCT Date Requested S - lo-or Time x .00 P.M. Address C/ pGtr+•r P z.1... X TGHE/ ' Permit # Subdivision BPI/ Lot # Builder /°l1`;"'YW / The following Building / Code deficiencies are required to be corrected: Presented to �" 'Approved Inspector .l /lvt u//gL7i ❑ Disapproved Date j — 9 G ❑ Approved w /Correction CALL FOR REINSPECTION r l is ❑ YES ) NO Call -in INSPECTION NOTICE Date 5- Time City of Tualatin Building Division 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 fi Office: 503.691.3044 IIIaj Type of Inspection I F/ZT (../ -7 Lx/YES ' (/ZC-:SUlt e 71 r Date Requested $2 /gy6/ Of lime /f, A.M. P.M. Address 7 863 1 n n ce- 5r (= Po 7 Permit # d - 377 Subdivision - `ff�0}?Il� /� �2,�►�s�ot# Builder The following Building Code deficiencies are required to be corrected: S (2) 3 - a ?y 6 vvs � Presented to 12et y La: df D C� �I Approved Inspector / ❑ Disapproved Date 7/i 0 /0j -- j - ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES NO .. Call -in INSPECTION NOTICE Date / 0 City of Tualatin Building Division Tme� 18880 SW Martinazzi Avenue Tualatin, Oregon 97062 Inspection Line: 503.691.3040 Office: 503.691.3044 Type of Inspection / , ✓ 9 Co/E Date Requested gr.-if-0s J lime A.M. KID � st Address / ' r te� Ic e ie-7' Permit # `� — 3 - 2 7S Subdivision C-04-6/ G 3 '2.4— 4 T Lot # Builder .S 4r/, t// vc -S The following Building Code deficiencies are required to be corrected: 3 7( AA-' 10a Presented to X Approved Inspector �Ek.." / W /ghg ❑ Disapproved Date 8 / /D / ❑ Approved w /Correction CALL FOR REINSPECTION ❑ YES XI NO � � " Building Permit Application % OFFICE USE ONLY City of Tualatin ir" Date ecei�ed _ Permit # 18880 S W Martinazzi Ave &j - 0' S - 3 7 7 Tual OR 97062 J i Date issued By Phone 503- 691 -3044 Fax 692 -5421 -/q, DS Receipt .7 5 www.ci.tualatin.or.us TYPE OF WORK � New construction ❑ Demolition REQUIRED DATA: 1- AND 2- FAMILY DWELLING El Addition/alteration/replacement ❑ Other - Permit fees* are based on the value of the work performed. CATEGORY OF CONSTRUCTION Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the El 1- and 2-family dwelling ® Commercial /industrial work indicated on this application. ❑ Accessory building El Multi- family Valuation ❑ Master builder ❑ Other: h Number. of bedrooms: JOB SITE INFORMATION AND LOCATION Number of bathrooms: Job site address: 7315 SW Bridgeport Rd Total number of floors: City/State /ZIP: Tualatin, OR 97062 New dwelling area: square feet Suite/bldg. /apt. no.: 102 Project name: Bridgeport Village Garage /carport area: square feet Cross street/directions to job site: Covered porch area: square feet Deck area: square feet Other structure area: square feet i Subdivision: Lot no I " (` .' �_.; e� . KLIST Permit fees* are based on the value of the work performed. Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all DESCRIPTION OF WORK equipment, materials, labor, overhead, and the profit for the work indicated on this application. Valuation $17,998.00 Existing building area: square feet New building area: square feet Number of stories: ❑ PROPERTY OWNER ® TENANT Name: California Pizza Kitchen Type of construction: Address: 7315 SW Bridgeport Rd Occupancy groups: City/ State/ZIP: Tualatin, OR 97062 Existing: Phone: ( ) Fax ( I New: ® APPLICANT El CONTACT PERSON NOTICE Business name: Delta Fire, Inc. All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board Contact name: under ORS 701 and may be required to be licensed in the od jurisdiction in which work is being performed. If the Address: 14795 SW 72 Ave applicant is exempt from licensing, the following reasons City/ State/ZIP: Portland, OR 97224 apply: Phone: (503) 620 -4020 Fax: : (503) 620 -1058 E -mail: ., CONTRACTOR Business name: Delta Fire, Inc. Address: 14795 SW 72" Ave BUILDING PERMIT FEES* 9 City/State/ZIP: Portland, OR 97224 Please refer to fee schedul v - Phone: (503) 620 - 4020 Fax: (503) 620 - 1058 Fees due upon application 3 &6 . a.L/ CCB lie.: 64174 Amount received Authorized 2/ Date received: signature: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete Print name: Jackie McCourtney Date: 6/2/05 • Fee methodology set by Tri- County Building Industry Service Board D - 377 OP /6? 06 11 75 6o 0 ` ) 1 L OFFICE COPY 3 IENELTA ME, INC. FIRE PROTECTION CONTRACTORS 1195 S,w. 7N. PORJL 1i0, OR ?1224 03) 0 DELTA FIRE INC. 14795 SW 72nd AVE. PORTLAND OR 97224 620 -4020 Job Name : Cali Pizza Kitchen Building : R2 Location : 7327 SW BRIDGEPORT RD. System : 1 Contract : 05 -2834 Data File : cpk- calc.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE INC. Page 1 Cali Pizza Kitchen • Date 051005 Hydraulic Desian Information Sheet Name - Cali fornia Pizza Kitchen Date - 051005 Location - 7327 SW BRIDGEPORT RD. Building - R2 System No. - 1 Contractor - SHAWHUT Contract No. - 05 -2834 Calculated By - S.MCcOURTNEY Drawing No. - Construction: ( ) Combustible (X) Non - Combustible Ceiling Height - Occupancy - RESTUARANT S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231S ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler /Nozzle Density - 0.2 (X) Wet Make RELAIBLE D Area Per Sprinkler - 100 ( ) Dry Model G4 • E Elevation at Highest Outlet - 15 ( ) Deluge Size 1/2" S Hose Allowance - Inside - 0 ( ) Preaction K- Factor 5.62 I Rack Sprinkler Allowance - 0 ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 625.18 Press Required - 35.556 At Test Summary C- Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 54 @ Press - R Residual Press - 50 Elev. - 0 Well Flow - 3000 Proof Flow S Elevation - U P Location - BRIDGEPORT RD. P L Source of Information - TUALATIN WATER BUREAU Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled $ Palletized Rack M _ _ ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) DELTA FIRE INC. Page 2 Cali Pizza Kitchen Date 051005 City Water Supply: Cl - Static Pressure : 54 PSI C2 - Residual Pressure: 50 PSI C2 - Residual Flow : 3000 GPM 150 D1 - Elevation 5.197 PSI 140 — - D2 - System Flow 375.18 GPM D2 - System Pressure 35.556 PSI 130 Hose Adj City) GPM • 120 Hose Demand) 250 GPM P D3 - System Demand 625.18 GPM R 110 " Safety Margin 18.225 PSI E 100_ S 90 - S 80 - — - — U 70 - R 60 ; Cl C2 E 5° - 40 _ D2 30 I_ . — — 20 i - 10 . . . _ . . - . . . . - - . . . 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (NA1.85) • Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary DELTA FIRE INC. Page 3 Cali Pizza Kitchen Date 051005 Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd -Vic Elbow 90' Grvd -Vic Elbow J 90' Grvd -Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling /Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow ✓ 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary DELTA FIRE INC. Page 4 Cali Pizza Kitchen Date 051005 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 O 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 ✓ 3.5 4.3 5.0 6.8 W 10.3 X 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 8 10 12 14 16 18 20 24 A 17.0 27.0 29.0 B 9.0 10.0 12.0 19.0 21.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 47.0 E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 K 36.0 55.0 45.0 L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 M 10.0 12.0 16.0 19.0 22.0 N 0 P Q 33.0 R S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0. U 4.2 5.0 5.0 ✓ 8.5 10.0 13.0 W 13.1 31.8 35.8 27.4 X 21.0 25.0 33.0 Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD • DELTA FIRE INC. Page 5 Cali Pizza Kitchen Date 051005 Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D001 15.0 5.62 12.66 na 20.0 .2000 100.00 7.000 43 12.0 K = K @ EQ01 15.36 na 21.69 42 12.0 K = K @ EQ01 18.12 na 23.56 41 12.0 K = K @ EQ01 17.85 na 23.39 40 12.0 K = K @ EQ01 13.05 na 20.0 39 12.0 K = K @ EQ01 13.37 na 20.24 38 12.0 K = K @ EQ01 14.02 na 20.73 35 12.0 K = K @ EQ01 15.94 na 22.1 36 15.0 15.59 na 37 15.0 15.67 na 34 12.0 K = K @ EQ01 13.76 na 20.53 33 12.0 K = K @ EQ01 13.91 na 20.64 32 12.0 K = K @ EQ01 15.25 na 21.62 30 12.0 K = K @ EQ01 17.84 na 23.38 31 15.0 17.59 na 29 15.0 19.67 na 26 12.0 K = K @ EQ01 18.0 na 23.49 27 15.0 17.98 na 28 15.0 18.1 na 23 12.0 K = K @ EQ01 18.14 na 23.57 24 15.0 18.01 na 25 15.0 18.11 na 17 12.0 K = K @ EQ01 13.44 na 20.29 18 15.0 12.73 na 19 15.0 12.81 na 20 15.0 13.15 na 21 15.0 13.68 na 22 15.0 16.26 na 11 12.0 K = K @ EQ01 13.89 na 20.63 12 15.0 13.56 na 13 15.0 13.62 na 14 15.0 13.86 na 15 15.0 15.15 na 16 15.0 17.86 na 9 12.0 K = K @ EQ01 20.59 na 25.12 10 15.0 20.44 na 1 12.0 K = K @ EQ01 19.1 na 24.19 2 15.0 19.67 na 3 15.0 20.25 na 4 15.0 20.26 na 5 15.0 20.31 na 6 15.0 20.44 na 7 15.0 20.98 na 8 15.0 21.3 na TOR 14.0 24.65 na BOR 0.0 32.07 na HOSE 0.0 35.31 na 250.0 TEST 0.0 35.56 na The maximum velocity is 17.11 and it occurs in the pipe between nodes 22 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE INC. Page 6 Cali Pizza Kitchen Date 051005 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn D001 20.00 1.049 1E 2.000 1.000 12.664 K Factor = 5.62 to 120 2.000 0.0 EQ01 20.0 0.1300 3.000 0.390 Vel = 7.42 0.0 20.00 13.054 K Factor = 5.54 43 21.69 1.049 1T 5.000 5.620 15.361 K Factor @ node EQ01 to 120 5.000 -1.299 37 21.69 0.1512 10.620 1.606 Vel = 8.05 0.0 21.69 15.668 K Factor = 5.48 42 23.56 1.049 1T 5.000 2.290 18.117 K Factor @ node EQ01 to 120 5.000 -1.299 28 23.56 0.1761 7.290 1.284 Vel = 8.75 0.0 23.56 18.102 K Factor = 5.54 41 23.39 1.049 1T 5.000 3.950 17.850 K Factor @ node EQ01 to 120 5.000 -1.299 25 23.39 0.1739 8.950 1.556 Vei = 8.68 0.0 23.39 18.107 K Factor = 5.50 40 20.00 1.049 1T 5.000 3.120 13.055 K Factor @ node EQ01 to 120 5.000 -1.299 19 20.0 0.1302 8.120 1.057 Vel = 7.42 0.0 20.00 12.813 K Factor = 5.59 39 20.24 1.049 1T 5.000 3.120 13.366 K Factor @ node EQ01 to 120 5.000 -1.299 20 20.24 0.1330 8.120 1.080 Vel = 7.51 0.0 20.24 13.147 K Factor = 5.58 38 20.73 1.049 1T 5.000 1.870 14.024 K Factor @ node EQ01 to 120 5.000 -1.299 21 20.73 0.1390 6.870 0.955 Vel = 7.70 0.0 20.73 13.680 K Factor = 5.60 35 22.10 1.049 1T 5.000 1.080 15.940 K Factor @ node EQ01 to 120 5.000 -1.299 36 22.1 0.1566 6.080 0.952 Vel = 8.20 36 0.0 1.728 5.500 15.592 to 120 0.0 0.0 37 22.1 0.0138 5.500 0.076 Vel = 3.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Standard DELTA FIRE INC. Page 7 Cali Pizza Kitchen Date 051005 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes ** * * ** Point Qt Pf /UL Eqv. Ln. Total Pf Pn 37 21.69 1.728 1T 11.290 0.910 15.668 to 120 11.290 0.0 22 43.79 0.0488 12.200 0.595 Vel = 5.99 0.0 43.79 16.263 K Factor = 10.86 34 20.53 1.049 1T 5.000 3.450 13.762 K Factor @ node EQ01 to 120 5.000 -1.299 13 20.53 0.1366 8.450 1.154 Vel = 7.62 0.0 20.53 13.617 K Factor = 5.56 33 20.64 1.049 1T 5.000 4.040 13.908 K Factor @ node EQ01 to 120 5.000 -1.299 14 20.64 0.1379 9.040 1.247 Vel = 7.66 0.0 20.64 13.856 K Factor = 5.54 32 21.62 1.049 1T 5.000 2.950 15.253 K Factor @ node EQ01 to 120 5.000 -1.299 15 21.62 0.1503 7.950 1.195 Vel = 8.03 0.0 21.62 15.149 K Factor = 5.55 30 23.38 1.049 1T 5.000 1.040 17.841 K Factor @ node EQ01 to 120 5.000 -1.299 31 23.38 0.1737 6.040 1.049 Vel = 8.68 31 0.0 1.728 1T 11.290 6.410 17.591 to 120 11.290 0.0 16 23.38 0.0153 17.700 0.270 Vel = 3.20 0.0 23.38 17.861 K Factor = 5.53 29 -0.01 1.728 - - -- - - -- 14.500 19.674 to 120 0.0 0.0 2 -0.01 0.0 14.500 Vel = 0.0 -0.01 19.674 K Factor = 26 23.49 1.049 1T 5.000 2.290 18.002 K Factor @ node EQ01 to 120 5.000 -1.299 27 23.49 0.1752 7.290 1.277 Vel = 8.72 27 0.0 1.728 7.950 17.980 to 120 0.0 0.0 28 23.49 0.0155 7.950 0.123 Vel = 3.21 ____ 28 23.56 1.728 2T 11.290 16.080 18.102 to 120 22.580 0.0 4 47.05 0.0557 38.660 2.154 Vel = 6.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Standard DELTA FIRE INC. Page 8 Cali Pizza Kitchen Date 051005 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes Point Qt Pf /UL Eqv. Ln. Total Pf Pn 0.0 _ 47.05 20.256 K Factor = 10.45 23 23.57 1.049 1T 5.000 1.660 18.138 K Factor @ node EQ01 to 120 5.000 -1.299 24 23.57 0.1763 6.660 1.174 Vel = 8.75 24 0.0 1.728 6.000 18.013 to 120 0.0 0.0 25 23.57 0.0155 6.000 0.093 Vel = 3.22 25 23.39 1.728 2T 11.290 17.080 18.106 to 120 22.580 0.0 5 46.96 0.0555 39.660 2.202 Vel = 6.42 0.0 46.96 20.308 K Factor = 10.42 17 20.29 1.049 1E 2.000 2.450 13.438 K Factor @ node EQ01 to 120 2.000 -1.299 18 20.29 0.1337 4.450 0.595 Vel = 7.53 18 0.0 1.728 6.660 12.734 to 120 0.0 0.0 19 20.29 0.0117 6.660 0.078 Vel = 2.78 19 20.00 1.728 8.000 12.812 to 120 0.0 0.0 20 40.29 0.0419 8.000 0.335 Vel = 5.51 20 20.24 1.728 6.000 13.147 to 120 0.0 0.0 21 60.53 0.0888 6.000 0.533 Vel = 8.28 21 20.73 1.728 1T 11.290 5.580 13.680 to 120 11.290 0.0 22 81.26 0.1531 16.870 2.583 Vel = 11.12 22 43.79 1.728 1T 11.290 1.000 16.263 to 120 11.290 0.0 6 125.05 0.3400 12.290 4.178 Vel = 17.11 0.0 125.05 20.441 K Factor = 27.66 11 20.63 1.049 1T 5.000 2.040 13.892 K Factor @ node EQ01 to 120 5.000 -1.299 12 20.63 0.1378 7.040 0.970 Vel = 7.66 12 0.0 1.728 4.500 13.563 to 120 0.0 0.0 13 20.63 0.0122 4.500 0.055 Vel = 2.82 13 20.54 1.728 5.500 13.617 to 120 0.0 0.0 14 41.17 0.0435 5.500 0.239 Vel = 5.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard DELTA FIRE INC. Page 9 Cali Pizza Kitchen Date 051005 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /UL Eqv. Ln. Total Pf Pn , 14 20.64 1.728 14.000 13.857 to 120 0.0 0.0 15 61.81 0.0923 14.000 1.292 Vel = 8.46 15 21.62 1.728 1T 11.290 5.580 15.149 to 120 11.290 0.0 16 83.43 0.1608 16.870 2.713 Vel = 11.41 16 23.38 1.728 1T 11.290 1.000 17.861 to 120 11.290 0.0 7 106.81 0.2539 12.290 3.121 Vel = 14.61 • 0.0 106.81 20.982 K Factor = 23.32 9 25.12 1.049 1T 5.000 0.790 20.590 K Factor @ node EQ01 to 120 5.000 -1.299 10 25.12 0.1984 5.790 1.149 Vel = 9.33 10 0.0 1.728 2T 11.290 26.580 20.440 to 120 22.580 0.0 8 25.12 0.0175 49.160 0.858 Vel = 3.44 0.0 25.12 21.298 K Factor = 5.44 1 24.19 1.049 1T 5.000 5.120 19.101 K Factor @ node EQ01 to 120 5.000 -1.299 2 24.19 0.1850 10.120 1.872 Vel = 8.98 2 0.0 1.728 2T 11.290 12.750 19.674 to 120 22.580 0.0 3 24.19 0.0163 35.330 0.575 Vel = 3.31 3 0.0 3.314 10.330 20.249 to 120 0.0 0.0 4 24.19 0.0007 10.330 0.007 Vel = 0.90 4 47.05 3.314 10.330 20.256 to 120 0.0 0.0 5 71.24 0.0050 10.330 0.052 Vel = 2.65 5 46.96 3.314 10.330 20.308 to 120 0.0 0.0 6 118.2 0.0129 10.330 0.133 Vel = 4.40 6 125.05 3.314 11.080 20.441 to 120 0.0 0.0 7 243.25 0.0488 11.080 0.541 Vel = 9.05 7 106.81 4.31 11.830 20.982 to 120 0.0 0.0 8 350.06 0.0266 11.830 0.315 Vel = 7.70 8 25.12 4.31 1E 13.937 54.790 21.297 to 120 1T 27.874 41.811 0.433 TOR 375.18 0.0303 96.601 2.925 Vel = 8.25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Standard DELTA FIRE INC. Page 10 Cali Pizza Kitchen Date 051005 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf /UL Eqv. Ln. Total Pf Pn TOR 0.0 4.31 1E 13.937 14.000 24.655 to 120 1B 16.724 30.661 6.063 BOR 375.18 0.0303 44.661 1.352 Vel = 8.25 BOR 0.0 6.16 1E 20.084 40.000 32.070 to 140 20.084 3.000 * Fixed loss = 3 HOSE 375.18 0.0040 60.084 0.240 Vel = 4.04 HOSE 250.00 8.27 100.000 35.311 Qa = 250.00 to 140 0.0 0.0 TEST 625.18 0.0024 100.000 0.245 Vel = 3.73 .0 625.18 35.556 K Factor = 104.85 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Building Permit Application ()1 1 SE ()N1.1 City of Tualatin Date received Permit # 18880 SW Martinazzi Ave �p — 5 -O 5 e5 7jJ�s Tualatin, OR 97062 Date issued - By Phone 503 -691 -3044 Fax 693 -5421 p 5 Receipt www.ci.tualatin.or.us '7 3 REQUIRED DATA: 1- AND 2- FAMILY DWELLING TYPE OF WORK Permit fees* are based on the value of the work performed. ® New construction ❑ Demolition Indicate the value (rounded to the nearest dollar) of all ' equipment, materials, labor, overhead, and the profit for the ❑ Addition /alteration/replacement ❑ Other work indicated on this application. CATEGORY OF CONSTRUCTION Valuation ❑ I- and 2 -family dwelling ® Commercial/industrial Number. of bedrooms: ❑ Accessory building ❑ Multi- family Number of bathrooms: ❑ Master builder ❑ Other: Total number of floors: JOB SITE INFORMATION AND LOCATION New dwelling area: square feet Job site address: 7315 SW Bridgeport Road Garage/carport area: square feet City/State/ZIP: Tigard, OR 97224 Suite/bldg. /apt. no.: R -202 I P ,,,.t y ;; p iatc ea Covered porch area: square feet Cross street/directions to job site: Deck area: square feet 1-5, Exit 290 Other structure area: square feet Westbound to Bridgeport Rd to 72 °d Avenue REQUIRED DATA: COMMERCIAL -USE CHECKLIST Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Subdivision: Bridgeport Village Lot no.: equipment, materials, labor, overhead, and the profit for the work indicated on this application. — Tax map /parcel no.: DESCRIPTION OF WORK Valuation ( $7,000 Installation of fire alarm and detection system. Existing building area: quare feet New building area: 5,974 square feet Number of stories: 1st Type of construction: II -B ❑ PROPERTY OWNER ® TENANT Name: California Pizza Kitchen Occupancy groups: Address: 6053 West Century Blvd, Suite 1100 Existing: City/State/ZIP: Los Angeles, CA 90045 New: Retail Phone: (310) 342 -5000 Fax: NOTICE ® APPLICANT ❑CONTACT PERSON All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board Business name: Bergelectric Corp. under ORS 701 and may be required to be licensed in the jurisdiction in which work is being performed. If the Contact name: David Granlund applicant is exempt from licensing, the following reasons Address: 6026 NE 112 Avenue apply: City/ State/ZIP: Portland, OR 97220 Phone: (503) 255 -1818 I Fax: : (503) 255 -1919 E -mail: dgranlund @bergelectric.com CONTRACTOR Business name: Bergelectric Corp. BUILDING PERMIT FEES* Address: 6026 NE 112 Avenue Please refer hedulgt- 47 City/State/ZIP: Portland, OR 97220 Fees due upon application d It � / Phone: (503) 255 -1818 Fax: (503) 255 -1919 Amount received 1 7 v2 S CCB lic.: 110521 Date received: 7–(j r3 p' Authorized l This permit application expires if a permit is not obtained signature: within 280 days after it has been accepted as complete * Fee methodology set by Tri- County Building Print na - : ' aul Peterson 1 te: 05/04/05 Industry Service Board F Mechanical Permit Application — Cit of Tualatin J �..,,, OFFICE USE t I 18880 SW Martinazzi Ave Date receiv d Permit # Tualatin, OR 97062 issue 77 Phone 503-691-3044 Fax 692 -5421 ' , 1 Date issued g �� `1 wwvy ci.tualatin or its -O 5 Receipt E ew construction = ' > ' c i ° t ❑ Additi / a l teration /replacement Mechanical permit fees* are based on the value of the work performed- Indicate the value (rounded to the nearest dollar) of all ❑ Demolition ❑ Other: mechanical materials, equipment, labor overhead, d rofit. 3 c 4 :i .•'..'-'t.'' . - -.. 3 }^ `~ - $ _ ` : . ..# r -- -: K _ Value 010. '� - r F r� t r 0 1 and 2-family dwelling r ommercial /industrial ❑Accessory buil s E. .. ,, El ❑ Master builder ❑ Other: For special information use checklist. � % t a Description I Qty. I Ea. 1 Total �' '" _ ' rr 4zti Heating/cooling Job site address: ,'J 5 \0 GE Qtyci Furnace add-on air City /State/ZIP: conditioning 15.00 �� Q � Gas heat pump 15.00 Suite/bldg. /apt- no.: R 2 -0 .- Z___ Project nam A e:[ P\ S,A. ...er Duct work 15.00 Cross street/directions to job site: Residential n t hot water system 15.00 Residential boiler (radiator 15.00 or hydronic) Unit heaters (fuel -type, not 15.00 electric), in -wall, in -duct, suspended, etc. - Flue/vent for any of above 15.00 Subdivision: I Lot no.: Other Tax map/parcel no.: Other fuel appliances v3 s �. Water heater 15.00 F °x �� +, , o � d t > . w �b: `x� Gas fire 15.00 Flue vent for water heater 15.00 1 ` - or gas fireplace Log tighter (gas) - 15.00 _ I Wood/polet stove _ 15.00 Wood fireplace/insert 15 -00 Chimney/liner /flue/vent 15.00 Other: Y -, ° '- = Environmental exhaust and ventilation Name: Range hood/other kitchen 15_00 ' Address: equipment Clothes dryer exhaust 15.00 City /State/ZIP: Single -duct exhaust 15.00 Phone: ( ) (bathtnorrts, toilet Fax ( ) compartments, utility rooms) =_ � c ' k x 1 F e F r r �f Attic/crawlspace fans 15.00 a. -- _. :- _:.. Other: Business name: etusZ Fuel piping Contact name: Mu9,._vf $15.00 for first four; S .7SQ for each additional Address: S 0-) M . E b ( -f µ 57 Furnace, etc. Gas heat pump 6 City/State/ZIP: V/.N_� co t� E2 1,0 i : O ) c ai&C (.•5 Wall/suspended / unit heater ] Phone: (3` 5 — 4331 I Fax: : (' GO) 5"13 _ 'S 3 C 3 _ Water heater �, E -mail: t.,Ltk - 667= 1i6- 1 J� S I j° -- Range 4 L i `� if ) Range e z . s_' t r- e� .laz y„ t,4 ','= , s w »yam Barbecue Business name: k - 5 E PL LA Clothes dryer {gas} - 13 I Other: Total Outlets Address: S i r -' R. - II GFi1 1tp*. QIY :F. E _ . _ City /State/ZIP: Subtotal J° 0 'a , oO L Phone: ( ) Fax: 1-/....5 Minimumpenrutf ..,/0, 48 ( ) Plan review (_% of permit fee) 3 i. 3t0 CCB tic.: I (,,-5 14 State surcharge (8% of permit fee) , /<- j� Authorized 6 TOTAL PERMIT FE YI ! Signature: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Date: • Fee methodology set by Tri C aunty Building Industry Service Board Building Permit Application t %, (.)I 1 1( 1. (s I ()NI \ City of Tozytin 11111A7111111 Date r000ived _ Permit # 113.880 SW Martinazzi A v e ' I ' ' ° j ( — 3 7 S _ Tualatin, OR 97062 ■ i . Date issued By C Phone 503-691-3044 Fax 693 -5421 C � S Receip �� / www.ci.tualatin.or.us "' 's.4.. •a o l Yr`err xt� ^ Pr c., o,„..0- 1 ;� y ' , °c R,�. � . 'y`� Pile= construction ❑ Demolition Permit fees° are based on the value of the wont performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other equipment, materials, labor, averhead, and the profit for the F , f . _. ; M:a1!40,0liL 4,94 � 4, . a 4 ttl ' 'fir wont indicated on this application. by } `y �! !'7 , t: F t t Y 1 4 0 >. l rl ` � +' y 1 $?t11 'b . . , d f •, " — L - ` �:'®iar:S4x+Kiu� � � :E r -� 1'•�'�,`. ! � °. _r..RF ❑ 1- and 2-family dwelling •►!".t Commercial/industrial Valuation ❑ Accessory building ❑ Multi- family Number. of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: f - >. . i a?!y Y�- - . 7 ' c ` ' Tr r k ^3 x ,, 54 a , . a a. t�t� . , 4 :< A . , 4S a Total number of floors: �� • 8 ,§�'��a. _ 5 � 'ta4iiKc1r ��t �a�:.ya 3 • Job site address: 7.3 l5 �,., 9 ., ,4 r - it 2. Q New dwelling area square feet City/State/ZIP: �g� c t 0 ` Oarage/carport area: square feet Suite/bldg./apt. no.: // p _ ). C L - I Project name: %p‘,".,.L P 4 z Covered porch area square feet Cross street/directions to job site: C%A �I 6104 i a_ Y i sil Deck area square feet Other structure area square feet • y w� �ar ea o-. , r. ta t + dl'Ga't" r r � J ';o* Permit fees' are based on the value of the work performed. Subdivision: I Lot no.: Indicate the value (rounded to the nearest dollar) of all equipment, materi: labor, overhead, and the profit for the Tax map/parcel no work indicated 1, /.1 JJ s a * atio / n. i 9,yt c. : ,,.s .F •'_ � ;711,. 1. 1 . . . � 1 i .. Valuation iJ // / - .' \./ �"' r „-r •Y±� >iK. _`a.;;.,� : *' 4 � .:. c ? Y � r � :” y . f�, x •, � I / (V/ `° i '!,e 4 , /4, 4�/9 4 Existing building area square feet /Jet' 1 New building area: square feet Number of stories: Type of construction: y� a 4 tiL �} }��lil : Q TE ilAk f Occupancy grottps- Y Name: Existing: Address: New -,--e.-- City/State/ZIP : tit ,, S �r,.rre ^ 4 ' , +Y s c , * ai'4 *C'S,• .Y .S z: <:. .� .4 " ._ z:. ;... Phone: ( ) Fax: ( ) All contractors and subcontractors are required to be ,y o ..4, I< s 4 4 .r"� la; ,y�; E `' F 4 licensed with the Oregon Construction Contractors Board l.' ,' e'w° + .4-� ; - �4 * = + v. , kti. : °. '- -: under ORS 701 and may be required to be licensed in the Business name: ( 1 (, 0/? f /c i jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reasons Contact name: f / v„-I- 7 f, ‘ apply: 0 Address: ! - (i4 4— ,s City/State/ZIP: ap /24.../..d....1/24.../..d....14 � ekt 7-7 3 - 3 Phone: p 7) — Y• 2 9 I Fact:: ( ry 7!5)- E-mail: o, 4 as 3 '"r,I" 1 c F �t I'M 44/,1,'''''', �K{*. " y f ' >A a? > 3i IZ9 !A 0 4 1k F 1 t "" . AY J7 J S,c e y '�' T .. a 01 �' " t :- S. Business name: i�l� ;ezu x. , '1". ,' ''' , V . ' r, �.• , 4, ;, ' p .• Please refer to fee schedule 0 _11-- Address: Fees due upon application � � v - City/State/ZIP: 1 Amount received f o9. ., o O Phew°:( ) I Fax:( ) O / (/'J D ate received: gs A , 1 p s1 co) B lie.: /,,J C. T is permit application expires if a permit is t o ined Authorized within 180 days after it has been accepted as complete signature: * Fee methodology set by Tri -County Building �.. _ � _ / — Industry Service Board • Print name: , s" r A Date: ,, A — V 440.4613T (11/02 /COM/WEB) Permit Application "N. City of Tualatin 18880 SW Martinazzi Ave Tualatin, OR 97062 Phone 503 -691 -3044 Fax 693 -5421 www.ci.tualatin.or.us City of Tualatin Permit Number: Receipt Number: Date Issued: thtj • / /d©. as Building Permit . ae Plan Review 3� - V° Fire Life & Safety Plan Review 0/5. • -o State Surcharge 8% y • Y 1?' Plumbing Permit p..2.0 6 Plumbing Plan Review State Surcharge 8% Mechanical Permit Mechanical Plan Review State Surcharge 8% Erosion Control Erosion Control Plan Review Sewer Connection Sewer Inspection Water Connection Water Installation Storm Water Quality Storm Water Quantity Traffic Impact Fee Park Fee El El Cl Special Information & Conditions El L Cl r TATE RTIFIED _ AMINER PLANS PLANS °`' � - �� PE PE CITY OF TUALATIN - BUILDING DIVISION PERMT 18880 S W MARTI NAZZI AVENUE, TUALATI N, OR 97062 • OFFI CE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE (503) 691- 3040 INSPECTION LI NE REQUEST DEADLI NE 5: 00 P. M Application Number 05- 00003775 Date 9/08/05 Property Address 7315 SW BRI DGEPORT RD TAX ACCOUNT NUIvBER: 2S 1 WI 3DB01 700 ALTERNATE I D: 01252500 Tenant nbr, name CALI FORNI A PI ZZA Kl TCHEN Application type descri pti on COMEERCI AL ADD /ALT /REPAI R Subdivision Name NOT I N SUB DI VI SI ON Property Use Property Zoni ng GENERAL COMvERCI AL Application valuation . . . 650000 Owner Contractor OWNE R - -- Structure Information 000 000 TENANT I M'ROVENENT C o n s t r u c t i o n Type TYPE I I CONST Occupancy Type NERCANTI LE Other s t r uct info F RST FLOOR SQUARE FOOT 6863. 00 Perri t SQFT BUI LDI NG PERM T Addi ti onal des c . . Fl RE SYSTEM TYPE 1 HOOD Perri t Fee . . . . 56. 00 PI an Check Fee . . 39. 20 Issue Date . . . . 9/08/05 Val uati on . . . . 1100 Expiration Date . . 3/07/06 Qty Unit Charge Per Extension BASE FEE 56.00 Other Fees SEWER CONNECTION - USA 41500. 00 SURCHARGE- BLDG 1 7 7. 21 SURCHARGE - PLBG 98. 64 SURCHARGE - I'ECH 93. 62 SURCHARGE- FI RE ALARM 7. 28 SURCHARGE - F I RE S P RI NKL E R 13. 44 Fl RE LI FE SAFETY B 886. 06 Fl RE LIFE SAFETY A 40. 95 Fl RE LI FE SAFETY S 75. 60 Fl RE LI FE SAFETY M 468. 12 TRFC I M'ACT- SPEC! AL/ WA CO 19316. 93 Fee summary Charged Paid Credited Due Permit Fee Total 56.00 56. 00 . 00 . 00 PI an Check Total 39. 20 39. 20 . 00 . 00 PERMT MUST BE POSTED ON THE JOB SI TE FOR I NSPECTI ON. PERMT W L L B E CONE NULL AND VOID I F WORK I S NOT COMvE NC D W THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. CI TY OF TUALATIN - BUILDING DIVISION PERM T 18880 S W MARTI NAZZI AVENUE, TUALATI N, OR 97062 • OFFI CE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Page 2 Application Number 05- 00003775 Date 9/08/05 Other Fee Total 62677. 85 62677. 85 .00 .00 Grand Total 62773. 05 62773.05 . 00 . 00 PERM MIST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERM T WI LL BECOME NULL AND VOI D I F WORK I S NOT CC*+ENCED WI THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. a Building P e r m i t Application O I I • I ( I. (S I. ()NI.) City of Titaktin Date received Permit # 18880 SW Mattinazra Ave 7 ' (9-T. D � e� 1 -3 WS — - Tualatin, OR 97062 v Date issued By Phone 503 -691 -3044 Fax 693 -5421 Receipt www.ci.tualatin.or.us 5, I D X2 c L � F es : ' � i�s�; +�" S r a : ^�r��s xf ^!P� r tr Fs ^� *5 9=r �f� *�5<� �a,i :cs � a }. }� Y .r,�< � � r�C � • h r.. . e ^ tt ger ru Y , VAIt` il n ^.'tee Ck4t' i"i:r sc $) S T r li 4 T 7 ° F C , $ �'" • ., eonattuc Lion ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the +dt g its,t4 i +t• +S� 9.C. '. 3V I e' '. T 1 t8)rA `te a- + d ' A P trQ wont indicated on this application. Or ., �} Fi7x..`( / �"'u�f+�? . �i ' .(�4 ��Jt...�w4�%'�ti5�� .. : � T� " id5' 4,7, 4 ❑ 1- and 2-family dwelling p Commercial/industrial Valuation ❑ Accessory building ❑ Multi - family Number. of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: g ' r , '�`` = ar , �:a , e a -. 41 , „,...{..,,, , . , . , a = Total number of floors: Job site address: ?? /5— — 1 , - 5 r! 9 , p ,, I? - f 4 .- t New dwelling area: square feet City/State/ZIP: ], Garage/carport area: square feet Suitdbldgiapt. no.: p . 7.- I Project name: c .Ac e. G Coverod porch area: square feet Cross street/directions to job site: L% f r f atom i � / 7q 7z- A Deck area: square feet Other structure area square feet -}tt '� s eF , B.a o-. f j i-N�7: k,,, Permit fees' are based on the value of the work performed. Subdivision: I Lot no.: Indicate the value (rounded to the nearest dollar) of all equipment, mated : labor, overhead, and the profit for the Tax !no spa work indicated . A • 's application. , 0 e R ; mow' r , r s �, » ,5, 4 Valuation '�..- .'rY'4�.,.,E ,,,. - ss;,,g �•.° -, � ,:� -.4 Kam?,. � � a«a, _.. . - n � x ': � .+_- ..�. s• . i,e. 4 I g I /Ai ] ,/ nQ - ,l y- 7 Existing . ' . • area: square feet New building area: square feet �' Number of stories: Type of construction: �/y , �J t �e a ,,, ,, ,-- ' y e s,. Yet, ..., ., , „. � s t 1 s: c v 7V � Eu? .,: x n s , -r y3 . t o � y Occupancy group Name: Existing: Address: New: t/ City/State/ZIP: ;P 7 tt! e :' , Tf r + .;. . F Phone: ( ) Fax ( ) All contractors and subcontractors are required to be Ki r`� a r. " , a e "i IT licensed with the Oregon Construction Contractors Board 44.A. f7: a i , - it onAgF ' under ORS 701 and may be required to be licensed in the Business name: C 4 t" � �'� 9 �c /' jurisdiction in which work is being performed. If the + applicant is exempt from licensing, the following reasons Contact name: ` � f / f ` 7 r c✓' apply: Address: 0 ! / , 4- . �' City/State/ZIP: CO !2(/._2 -1 /c-3 eV '`r) '3 Phone: t) 7 Z -2-5% I Fax :: ( ref( 75)---/-C).-r-5 E-mail: 'il ` ^ . a � b i y� *f ` ,ft . r ' c { tf V i , j ? >'�'. uu 4. s� s .,=. r s Cfi .,w:;x. '�,� � a.Fy..�F��r v ✓,„ �_ >. '" '"Pall , ` a� :'. �/, , �'�«� u�. „� 3'r '�h. �� '@ r s � s° ��'�»+,"� � .V x r''� a i � �� * .�. } lP ��'va� � . � _,yc ,� �.h, Business name: c Please refer to fee schedule Address: V Fees due upon application City /State/ZIP: / 1 I g e C G 7 . `„ Phone: ( ) Fax: ( ) Amount received ,' j I Date received: � ° ` . js 1 CCB lie.: ! CV (;'/.5/e) ° � % ' T his permit application expires if a permit is t obtained Authorized within 180 days after it has been accepted as complete signature: �— " Fee methodology set by Tri- County Building Industry Service Board Print name: 3, £ j� r�. �f�,Y Date: t2,, u s 440 -4613T (11/02/COM/WEB) I A i r Permit Application � City of Tualatin � � 18880 SW Martinazzi Ave Tualatin, OR 97062 li . 11 1 444". . 1 Phone 503 -691 -3044 Fax 693 -5421 www.ci.tualatin.or.us City of Tualatin Permit Number: Receipt Number: Date Issued: kg OW • / /oo. v Building Permit ,56 . Plan Review 26.Y0 Fire Life & Safety Plan Review .S. a- State Surcharge 8% / • cr 8' Plumbing Permit �a�. 0 6 Plumbing Plan Review State Surcharge 8% Mechanical Permit Mechanical Plan Review State Surcharge 8% Erosion Control Erosion Control Plan Review Sewer Connection Sewer Inspection Water Connection Water Installation Storm Water Quality Storm Water Quantity Traffic Impact Fee Park Fee il 0 0 El Special Information & Conditions 0 Cl El S P ATE ANS EXAMINER ® MINER 1) — A- LEVEL PLANS - i fie 1 5- �,. - � FL 8.5 IN. ANIS ov rS . � ' � ' ,0 . rd — /05 Oct + {; 5574 PE 5568 PE 1 6 ��S CI TY OF TUALATI N - BUI LDI NG DI VI SI ON PERM T 18880 S W MARTI NAZZI AVENUE, TUALATI N, OR 97062 OFFICE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Appl i cat i on Number 05- 00003775 Date 9/08/05 Property Address 7315 SW BRI DGEPORT RD TAX ACCOUNT NUM3ER: 2S 1 W1 3DB01 700 ALTERNATE I D: 01252500 Tenant nbr, name CALI FORNI A PI ZZA KI TCHEN Application type description COMNERCI AL ADD /ALT /REPAI R S u b d i v i s i o n Name NOT I N S U B D I V I S I O N Property Use Property Zoni ng GENERAL COMNERCI AL Application valuation . . . 650000 Owner Contractor OWNE R - - - Structure Information 000 000 TENANT IMPROVEMENT Construction Type TYPE II CONST Occupancy Type NER CANT I LE Other s t r uct info Fl RST FLOOR SQUARE FOOT 6863. 00 Permit SQFT BUI LDI NG PERM T Addi ti onal des c . . Fl RE SYSTEM TYPE 1 HOOD Permit Fee . . . . 56. 00 PI an Check Fee . . 39. 20 Issue Date . . . . 9/08/05 Valuation . . . . 1100 Expiration Date . . 3/07/06 Qty Unit Charge Per Extension BASE FEE 56.00 Other Fees SEWER CONNECTION - USA 41500. 00 SURCHARGE- BLDG 1 77. 2 1 SURCHARGE - PLBG 98. 64 SURCHARGE - NECH 93. 62 SURCHARGE- F I RE AL ARM 7. 28 SURCHARGE - F I RE S P R I NKL E R 13. 44 Fl RE LI FE SAFETY B 886. 06 Fl RE LI FE SAFETY A 40. 95 Fl RE LI FE SAFETY S 75. 60 Fl RE LI FE SAFETY M 468. 12 TRFC IMPACT - SPECI AL /WA CO 19316. 93 Fee summary Charged Paid Credi ted Due Permit Fee Total 56.00 56.00 .00 .00 PI an Check Total 39. 20 39. 20 .00 .00 PERM T MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. P E R M T WI L L BECOME NULL AND VOID I F WORK I S NOT COMNE NC D 1M THIN 180 DAYS OR VvORK I S SUSPENDED OR ABANDONED 180 DAYS. CI TY OF TUALATI N - BUILDING DIVISION PERM T 18880 SW MARTI NAZZI AVENUE, TUALATI N, OR 97062 O F F I CE (503) 691- 3044 FAX (503) 692- 0147 I NSPECTI ON REQUEST LI NE (503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5:00 P.M Page 2 Application Number 05- 00003775 Date 9/08/05 Other Fee Total 62677. 85 62677. 85 . 00 . 00 Grand Total 62773. 05 62773. 05 . 00 . 00 PERMT 14,IST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERMT W I L L B E CONE NULL AND VOID I F WORK I S NOT COME NC D WI THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. Building Permit Application r ti O I I I( I. I ti I O\ I 1 Otv of Tualatin Date received Permit # 131x0 S Ma titlazrr Ave 7 0 21- 0 `� e l4 - 3 7� Phone 503- 691 -3044 Fax 693 -5421 � �i� I - c "T www.d.tualatin.or.ua � 3, ' 5 - 7 0 /7 . >; c 445 ,„ . '�r ": `�!}' y ,��.�� y f�� ,s sJl? ' ti r u ( q if� n :':�+ :5/�N g 1�q �r. ,r:�f�.,,y r, z , ?§ M �. t, ��yn;gf, �nvf+."S�'.Jr!�3`2`A'S1fHN^.•: °t v rrY§vr fit Y . , , � `y �. - F. ..,.,'.Ik �,t..!41 f r l . .f..91`M 4. t� -0,111d; t+tl f t h, j ? - � ., , . o r 4 �A trv,.�r`:7... +Nik.•r':404 tart.'.§.:t. .di.1.0 t.1. 11 I ,VA.Vi L^ ,4a . 1 liiilent construction ❑ Demolition Permit fees' are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other. equipment, materials, labor, overhead, and the profit for the .,v r � »r , :�trK.�t "hTru, .""i* yr'f§tc;,.'ir;eyr,r S y ' 74: t ` r �.t. � f. �,�� r 1 psi ' t � :t ,. i ., Yr, work indicated on this appalCBllOn. ! r ..r;: - vs x .t Aa sir§ . .!. y 4 t 4 ❑ 1-and 2- family dwelling p Commercial/industrial Valuation ❑ Accessory building ❑ Multi- family Number. of bedrooms: ❑ Master builder ❑ Other. Number of bathrooms: 7 , r( ,k i it'47, : r „" : � ,s nR ,L 4y r f 1i 0, Total number of floors: Job site address: 7 / ��, 5,, r " P J t 2-- p ), New dwelling area square feet City/StatdZIP: C [7Z J Oarage/carport area: square feet Suite/bldg./Bpi no.: / ie _),C9 2,— I Project name: �� %1,x,.6 Covered porch area square feet Cross street/directions to job site: L%,¢ 1 l.10e_i9 i cL / 97 A Deck area: square feet Other structure area square feet r .atx. ara o,.. ... snr a o;x caszrtr mtt :, _ Permit fees' are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Subdivision: I Lot no.: equipment, materi labor, overhead, and the profit for the Tax map/parcel no.: work indicated his app / lliicati +� /{ - may �" C Y YY 4 § .+ ,4 t rt. r ,„,' .., � � „P.'„- ♦ aluaton e /[ / V ”' /,e 4 �" /4,1 ,eq i Existing building area square feet / I ( New building area: square feet / c � Number of stories: i Type of construction: 4' „V "+1-A "G1",14 R _ I ❑ 'E' .: . 1 Occupancy groups: r c Name: Existing: Address: New: �fc.� City/State/ZIP: � r it ar { "� Aa 4 y r " c t i 4 r eps . ' 'Cr 4 � n 1 .01 .* , tX14 i C t .. lu,..,'. b Phone: ( ) Fax: ( ) All contractors and subcontractors are required to be ,,F dip? $x �.r 4 t ., , ' E. 0;„ ' ? '',47, s t rtirzfti 3 , y licensed with the Oregon Construction Contractors Board ip, ;,e.. m6k ,, . . a 6u ..rt ,ro ''ur 4t�t�l Mh, 1'i:�. a' under ORS 701 and may be required to be licensed in the Business name: l i., 01 9 /), jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reasons Contact name: f � �,p I �S 6...7"."---/ apply: Address: /49 / J.. LC 4 vs - City /State/ZIP: C.17 7(2.._ —j/ eV 7?.3_--3 Phone: t) 7� )__ -2. I Fax: : ( y1 ) 7`5L L1r E-mail: n t tt ”` r l S .. C q ,u + a ` Z : :: r �y k F a fir R u> tt }'t y t `3 i..� �r� tan it t k� y a', � 3ism6On t e� assae r `Y H k � ,�{�S f,c Business name: ......__._._. ti. a: l r 4, � , 't 4C.te ,."i''~'4� . g ic- Please refer to fee schedule Address: `, U Fees due upon application ii_________ .4 City/State/ZIP: Phone: ( ) ( ) Amount received .i - 0 r<5 I Fax: �� CCB Date received. O ° ' r y ` 6 A e? Thh permit application expires it a permit M t obtained Authorised within 180 days after it has been accepted as complete signature: " . " Fee methodology set by Tri -County Building I "' i � . .. al: Industry Service Board Print name: S « j r' � v Date: 9 „ — . , 4404613T (11 /02/COM/WEB) f - Permit Application tJ �� City of Tualatin 18880 SW Martinazzi Ave ..... Tualatin, OR 97062 Phone 503 -691 -3044 Fax 693 -5421 www.ci.tualatin.or.us City of Tualatin Permit Number: Receipt Number: Date Issued: Building Permit S6 • oa Plan Review c6, . V° Fire Life & Safety Plan Review 0/5. �o State Surcharge 8% Y. fi g ' Plumbing Permit � 0 a Plumbing Plan Review State Surcharge 8% Mechanical Permit Mechanical Plan Review State Surcharge 8% Erosion Control Erosion Control Plan Review Sewer Connection Sewer Inspection Water Connection Water Installation Storm Water Quality Storm Water Quantity Traffic Impact Fee Park Fee 0 E] El Special Information & Conditions 0 El 0 STATE PLANS CERTIFIED EXAMINER 1 p� X1 . A -LEVEL PLANS - � 1 - G , �aod /os.e * � ` � FL & S PLANS o� �S - � _ ` 5574 PE IP 5568 PE I. ( -,. I NG e—o-ely-- -_` .,. OFFICE COPY w. ,, This ; r�t 5 ail comply wire she Oregon APO ovED P I-ANS Mechanical Specialty Code DURIN aN SITE SPECTIA Back Hood 'I 5 3 IIIH A ock �� - r o4 1 r ' t ° ,ocz�J 4 M }01 3o' Ansul R--102 0 LII � 0 0 0 0 Cylinders I I II I1I 0 0 0 O Or ' A Oter"`5 0 � & release 0 , Main Hood i 425 l�'1� 4 S O sec 501-i. a i 4.- 7� L t . 1. t Fire System Drawing Overhead View y - fer -te e- c0..-�. QQ-7 ,a/ fr {c;. ¢t 4Q f BY: Guardian Fire Prot. Inc, FOR: CPx Notes: System installed in accordance with 1012 SW "A" ST. California Pizza Kitchen Ansul Design, Installation, Recharge, Corvallis OR 97333 7315 Bridgeport Rd and Maintenance Manual. Building R2 Space R -202 , (541) 752- 2258 Tigard OR 97224 S dance with CCBI 100355 exp. 6 -23-06 Scale: None (i L Standard # 30�_ This drawjng may not be reproduced without written permfesion from Date: 7 - Drawn By: MAY Guardian Fire Protection Inc. City, etude, county agencies / are excepted during the course of plan review or permit process, /,// Ansul wet chemical fire system. Model R -102 6 gallon capacity. Flow point capacity: 22 Flow points used: 18 15' Type I flood Canopy Style. 2W 2W Fusible 8 8 Links I .1 J p1 To back hood 1N 121031 Annul 230 iN iF iF iF 1F 27" 18" 44y 40" 40' 40►' ® 47" 40" 48" 48" 48" 48" Remote Manual Actuator 11(11W ,.---.. --. t--. (in egress) ;1 t: 4 ke Automatic gas 14" 22" 48" shut off valve, Pryer Radiant Range Broiler Fire System Drawing Front View BY: Guardian Fire Prot. Inc. FOR: CPK Notes: System installed in accordance with 1012 SW "A" ST. California Pizza Kitchen Ansul Design, Installation, Recharge, 7315 Bridgeport Rd Corvallis OR 97333 Building 12 Space R -202 and Maintenance Manual. (541) 752 -2258 Tigard OR 97224 System tested in accordance with CCB# 100355 exp. 6 -23 -06 Scale: None U. L. Standard # 300. This drawing may not be reproduced without written permission from Date: 7 - Drawn By: MAF Guardian Fire Protection Inc. City, state, county agencies • are arcs , ted durin the course of . len review or . ermit . rocess, Fusible Links From m 2216 0 —1 66" Type I Hood Canopy Rood I. . Front Hood IF IN • 40" 15" 48" 4 • = . lit! liii ‘; 12" 22" Range Radiant Broiler Fire System Drawing Back Hood BY: Guardian Fire Prot. Inc. FOR: CPK Notes: System installed in accordance with 1012 SW "A" ST. California Pizza Kitchen Ansul Design, Installation, Recharge, Corvallis OR 97333 7315 Bridgeport Rd Building R2 Space R-202 and Maintenance Manual, (541) 752-2258 Tigard OR 97224 System tested in accordance with . CCB# 100355 exp. 6-23-06 Scale: None U.L. Standard # 300. This drawini may not be reproduced without written permission from Date: 7 Drawn By: MAP Guardian Pipe Protection Inc. City, state, county agencies are ewo uti of Ian review or permjt process. • N ,. R-102T" RESTAURANT al L , FIRE SUPPRESSION SYSTEMS i E . , , 1 . shalt DATAIS pp r_ IF CAT: '1 . , s Code _ _ 1 - LOW pH Agent MechanIcal t--- com SvY,iitshtlthrne Oregon I FEATURES 1 - f'iver. Design & ' ,, - - 4 ,- U , J - 3: C.:;artrdne Opefet40 LIStIld -• MC•CII:g RrIfi.111r2rr at '.n : 1 r ',. iii-C Ltsred - Monts ztequiretrionss el pr 5 • LfLCJORD-C12tg4.6 „ i Bomho. .......isa.IIIIIIII III : ____ ' ',...m 4 74 ,. • rr Ansi) 1 1-102 ReKtai ri-e S-p-r-w prt,engi,leetes.1, linf 1 , ..._;aion syste-sti designed to arclEe h the I -_4:•-•:;.•]';f,..iS1l' kr1114,-7•---T--7-1-------- I :(.;:::,;: rn areas asaciclated wilt 000kirg I euu:pinent, sertilatirig er_atiorrent including --7., A . 1 . 1 , - )f.x.18 : clt•cts cleriurrgs. arid sifters: lryerS: orltiCsles I ? ' ----'''''' .',Ntgl!'"gi. ' '''1 2 and range ;Cps: Lod-gni natural clarcoa f. or pl. _. . — •-• ..-.;:„.._... ._.411/0s; •■,''''.--:::.A!!!!!tl.:1!'-:i ,t;14 I etisir -elpe broilers eatInc. fava rock rresquit 4 e - L 1 • ,., r1Cliant ciner-brole-s end woks. i - • * skiaily suitable tar use ir m npiMS uin hnfrr c, hoI. flesn rzi, holols , ch -r'iois. airports, and othcr sirrilar toditics. .,,„,,,__. ______ ''',.: ..„.;.1.-."••• r,..;-.,41.-•"'"---:'='-'''-`'"=----.7-r --• '''!;s''.';-';'..-,!'"f4f:Wsf,•,$11:71iY0----- Liss f:f the R-102 tryst= is fin-lied to interior .... . -----,....,- 1 apRications only. The regulated release arld tank 11 ausernelies must t.s; 3% in an ares. -sir temperature wit: no: fa below 32 'I" 0 s:ecee::: 130 "F ;5-1 "C). The system must Pe , Liebigiied arid instaiiied 'Natio the aLlidelirlEt; :,:r f; • 71e U.:11C Listed Design, •stailation, II '..1 e ar r.., e. ants Shainlensince Manuel. SYFiThvitl E4.:.:F.11PlICLN Th. rrAraisnrrt fire sunpression syste.m is a r ted prure pro enerrrrsi, wet rrirl, dopernicr eof.fa corrige-i, ngutaess type ysii. n fised nr-.--771r: arteit diatributi::r rework. It is fisted *Nilh A Sy Ovvr si yui : 1 contasiiing la-asic infounation rg perf.aini lei 8ySt&fr: OperatiOn arc irsiirtlenar!e3s. A cletalfeel technical imar uel is eso avalabie Irdo.ling System :ilotion, desi;r. - ,v , ilffs Lai"....)17311ri.:1!1 inc. fill.11.1LC) instaile,tion, fectiarc.te. sh0 rPS:q orrxtedr.re.s. plus :sod tonal ______ •____ equipment installation and resetzing Insta.,ics.fofts . . . ,,,..., . ,, , [tie system f..5 instaiseo aro servics?-4 by F.L.LitroP.7pe_l rst.stm:Rmr-. it-fr:r• F...-..? ..7 ; trairi!KI by the mandtainrar g • -,•••-- - ....-_ ,- ,J7-:= ; -- -- , th, 4 -7,,,, ,.. itic tvis system consist it all ANStJL ALI TOmAN regigated assembly which includes a regulated release rrienhanisrr and g 4. •:=:::::, 1145PO'F chemical storage hank housed sir a singl enck:sLre. Nozzle bmo: if.#T:-. • off caps, detectors, carlr dges . agenl, fustite links, ard pulley el.wr. are supplied in %t-pare pack:49t?l in the r„ii,•;Aehltes needed fo- fr•re ..-- _ . ; • . _ ' sLpatessicr S'y'Sltin e.yrairgerriem __ . •• •, • ,. . • :-.... ; Additional equipment inoludes re:Tx:lie manual pui etatiori, ntechanival 5 - . - I'' , .t.:'•f:.:'t . . , :,• •".:•-,1 A 5 and 616:Clik. . Valv6a, pressure swilch, and eleCitic. StVii..:44.3 ;CI ; .. i , ,,,,, - 0,•:*; - : - --..... aUtornatiC OQUiPrilEgli and gEe tine sh.ut-off. Acc:*LasiDries can be aeldei-i '" such as- alarms, warning fit$11,3, etc., 10 install-allot where *Alt -iced. 1 Tanks can be Lsect ir re,ul arrangernoni3 tr.:. allow tor larger hazer::: coverage Each hank is lirrittcsi to a listed max rni..rn amours. (.‘t tk.w i 1.. , ,4 riirrtiers. 5 ...._. If II, : -:,..f...U.fir t. ::....1pd ..Ji duLurnatir, deiec tiLf! aria deli:aka andlo D NS nianJal eolLatii.:ii. Additinst eQuilarrlent is- available for rechisniefif ci electrical ios line siox-efl a:tplicatiesns. fist 0OrliC : re Fire 51.1:4 reion syatern allows to AP P ROVE PLA r 1 -En tot -7et by To,9r::: , .)t seeclttc_! alloy rated tuzible tnir.s, venen toe 1 6M , 7- = : ,, :. , .t.t■re , .i the ratirq of the fink, the link TINOGE3E ON .._. „.-:::-.., - .F. , er4. ,ii t••:;,. L7.,:11..:0.173:7. relEose lo actuate Im SITE D U R INSPECTIONS . . .1 i 1. r N. .r.7.;{)f.i.POttErt: illEf5CRIP11QN I Wet Chi:emir...at Agent - Trs-i extinpuishmg 1 -._,.. • I i nirr - .,--. 7 . 7 '' :-'. rit -i:Wrlie. rintir: rinsigred _ -- , i• - • . ..,. . t for rn1.1 knockdown ard foam = rt rir:f CI' grillYer: re.laird fires. it is . •., . . - . r . :iite S alastic containers ri.iith If ' ' .4 i .. # iristrirti fr. -!-.1 ct:ernicaikklilrilitP4 and ;-.'' .,_ L sag e - : - __ e - 1 Agent. Tank - Tr'. agent tank is lea inotei ir a , - _.. - ; . -;: - stairbeze siee- erciosare or wail bracket. 1 , .1. .--...,. tank h; cc.notroated of elan slee -. .:__ _ _-_ -_. , --"? -4. ..A: f . .7,-_7-a ----= T anii a...eller-le in twc. a.zeo: 1.5 gallon •]; , --..,.... 3 - f i - -. - - :"..: 7 fii,- _-__:_ _ _ _ (5.7 1.1i Fer.: 3 0 f.:i.tilori ; 1 4 i ) Th fefit:.9 . t.. :,F34 'ftr. -- - 1 '-'-_-'... 7 '='t ---- 'ff r. - inil';.:]r: i '..=-_,, Ni rft , ... , ::!in..);:i ore:ea of 10C co; (6.9 bar): .,rrr,i,=-. 2,g....,„ i ..r. --- .:•!..I.IR .•'-: :i!ilii:il-r-i-....i. ; - tr ,, - . fi- : . _.:;* 7 _- , 7 --- 7. - 7, - -4 11 ,ft. - en-rim e, Nast cr of 600 4 rrSi .1- . I.Irlei. .i..,, 7e "Z"' .,., . ,,, ,--...--' I _ Inn intik includes rAil ri d a p t o r I h i n e arr.sc-mbly. , _ :: ..---.-----....---...- ,,... . I --- The nr is :::hrPrnc-plated strict will- a 14 11 h. NC:7 ii-.-r•.rilin - TiNrii and 7 • , 1-1 P1. t-IPT . fornaie a.g. - t ::1.7'.0i. TI1C Z.IdLIpbr Lii!Y.i 1 ...! .1 L pints sp-Eictp-E:',A.1' IONS ; IIe bi:ii U' , ,..T..-1U,. up 111 pipe -Jc extreme terriLiel An Ansui F1-102 rinr .nupores-skri: systerri sholl 'se fur rioted. Ti2:'. Vdt:::111::1,, i oyster') shit ae ospaole of orettY_Aing al frcesid are.as aesoo.a:ed wllf i t Regulated Release Mn - The fe:pulated release frier:r c.aco e,C.p.:iprrefil. is a s:inrig-io-so:itext irechancal;ar.e.urriatic type capable 01 pro)nding I t the ei./..oe1lart ; St.pply LC; C'416 Of W agsral t.arlia, cleperiding an the capacity of the gas cartridge.. u-sfted 11 cl:vitema Riactoiy installed 1 ciEttERAL reguirrilor OFIC.13 al 100 pet (6 0 '04. r.: '..viih Ittn internal relief of 1. HeitiferiCin apnr.:-,:in r.i......:i.-1!,- 1Lr.-: (100 tort. il 113S al..te_51Tali( P.C11.L3tiOn link detectior SY.T.P rn end r..nets ,,,-,-ii.i.-•:' 1.1 I 1_11KIRrY.'iters Le.txtralnrieS, lir. (UL:1 nein innrin hyo imertiartreal p ull stntior 1.1.1.1 UL Sfrintlard 1264 1.1.1.2 11L Sforiztorn :MX) The ale.r.h.iliSiT C:OrtalaS a release assorrbly. . 1.1.2 Underwrifem Laboratories of Canaria r C ,t)t_) rogtnaror rixaellafT(ps hosr... and rvgenl storage lank holfsr_cl in a I.A;iiriess str.....e: erciustatr with cover. The enclosure ftxmitaits knock- •. .. UL 54.6 I outs to 1.2 :7_ .,.,: duil. The rover c:mtaira; an n. opening for a -. 1 121 CIORD-C 12 1.1. National Fire Protection Assor.::iaik.ir tilFPA) slaiLis irdit.lor. 1.1.3.1 N1PA 96 1.1.1.2 IL 17A ; II r-... oliiria.alibit--... w ::7I rhes..rharical gao strut-off devices; or, wirs.if eq...lit_. Ain: a l.t.tld of lociery-iriolalled awilat, it is comp:alibis with 1_2 Subrnidale ft electriz: pas iine Or apt;lierce otot-011 devices. 1 7,1 ,E two sets of n1lanufaCitirer's ciala iE:rises 9e3ulia Actuator Assembly - Wien more than two agent larik.s 1 1.2 2 :-.5 roio se.cf olnintl deef.r1 dra 1 ars " ''so the rei•_lisitsci ooluz.7.:.if io avals.ble to provide exoellanf 1 ge_e to eadeal tanks fl ..s cone eated to the csetridge receiver outlet 1:3 5 Descrip it or Ire rocy_tlaferi relso mschanisrr. oroikiing sirruitareaus soonf 1 i .2. 1 the ..aysterr anall be en autoTatic fire et.prlreswr t r.:L5f,..t il cnicirts e regi. artualor deadest at lf)f) pe. ( 9 systel" asing a ?.P1 (tortoni orftent nor tiraa i ear) i!rrii. nr .nlerre: reef of apnrnximeirrly 145 Osi (10 CJ bail It nos related fires. ntrinrints r..-no r,lenhilifies ey a fimbre link rintecIron sysierr ard V.Irnali r ni.. actirarin-ri rty a mechanical null station 1 3.2 Th' systerr shall be capable ol pnressine firm in thr 'following are.as associated -MO cooking The fr.31.2 actuator ataliantly conlains a reguial.eri acicalor, equipment: ventilating eqoipment includinf,1 mods, 1 IVaL.14-11Dt, oics.:-Itarr. pi.i hose. and agent tank ri0trw3 in a iniost; ; ducts. plenums. and filters; friers: nriddles ard range g stool silf...:11...ife with owlet. The enclast.re wiltains krleakce:s to tops: upright, natural deuce-al. or chein-type urc.iilers 1. perm:: installation of the expellant gas lit'e. electnc lava rcdt.: mesquite or gas-radiafit char- Discharge Nozzles - Eat% dioCharge nezzit id Le.teri and liatc-rd will broilers. the fl ev.sf els for a el)scilic apcliQatan F40,2le tip--Er are scartaed 1.3 3 The eyetem shall be the pre-engineered type having vt=th tila tee, r diNiQiiii.U0 -:1-'2. 1, 2, and 3). Esc!: " - rust minimum and MaxiMUM gt...1delinea eelablistect by l S mete:. ..7.{ r Jbber tlow-oft cap to keen the nozzle lip afitiCE ' the , ranutactursr and liStect by Unde.rvaters / of ar grease :.11...iltl LaboWones, Inc. ;IA). t 1,34 Th e sysfeir shrift be irsfallecl sec serviced by i a.PpREtvALS personnel train.1 by the monufacurer. Apptcrt:tlo 8innoorris 1., I lir ileihr ii;X Lit C. is untiPir i.3.f.i The system snot! rki cepott-e o proforfinn rincAririg CEX rnein..1 rnquirernems ot NFP.s. illi (S.tandarri tor rh applianr.N.ns by ritilizirrg errinr derticx.ert apritinnr -; i Irstar.,-rikir of Er.....o.prric;nt or the Rr_imr. of Smoke ard Grn,--rr...e- protection andlor eirndapping appliaire erefee• o- Laden Vaco . -'icin: ii.;cgriricre NFPA 17,-, 1_4' Quality Control if :a: Vie: Cheirical Ex: ri•i2.-ct Systems). i 1.4.1 Manufirarmer: The Fl Restaurant Fire I Sawresaiori l:3 shill be rinanufealured by a a ra Ft. ii:: , :l iNG ifilFinnreATTa Liany with ot least thirty yeare expeliertce in the 1.. Order at s.,,...stam ...:;ornoccierrstl vaii;ocal authorized Anetil design arid rnenufecture oi pre He Dif-rriOrit.:.1- fidnPreSSIM aysierns. The man.ifactu(e st-e, I he isr.: 9001 reg%tereci 1.4 .2 Certiticates: The Wet agent snag t.e a sp fornfule.fed equeous soluficn -'t organk salts ....ofr , 1 pt-': range between 7.8 - at.2 clee:TIFA for flame i 1 knorkPowin old loam seniireinert et grsr15.ri rcilr hills. 11 ti • N • F, i . / . . rhiii_ r 1 ;.r..' Cr.ENERAL (continuer]) 2.2 5 9owl-ate:1 Actuator Assembly: When Mere Tan two I agent tanks are rarTisrW, the tegutated Fr..7tuatcr sr:* 1 t i .5 Warranty, Disclaimer, and Limitations be available te: provide exneila.ni gas tor ackirtiere. The pre-r.rigineeren restaurant fire sil.pprits.sim trinkri. it stril be obrnected to the ciarriene rcra i systml nomporents onall be warrarited ler isve years outlet of gin re.gtaated rettease rren.hanisrri provrtion fre nate of =lc-fiver; agairst n oircts in workmanship sintuiwneous argait distharge. The nigubicr stint! be t and trattli.-41. deartio ;g 100 psi (8,9 bar) .hith an internal relief of 1.6 Deiv approxirrately 145 osi (10.0 Par;.Ttn. r 1.'3.1 Facicapiiw: Ail systerr ‘.. stall La seourely actuator assembly titiall contain a rr..-gulated acicatcr, regulator, expellant .gas hose. lifid auent Lark 11:2.-uei.:1 paokapeci lo provide orotefaion during atlidrnert. a EitIgitetiti Ut.E.91 e4'i with 'never. The 1.7 Environmental Conditons enintosure shall oor.itaih kr:I:du:Ails to mirriii 1.7.1 The R-102 system shaH be C.Aeaele of clan :: in a installation 01 the ex:defiant gas lire. I terroerature railoe of 212 "F fr.. 130 s F ;Li 'f_1 to 54 "(::i . . 2.26 Dkicharoe l‘E cizt. Each dis6narge POZZ!ra stal! be .0, Mated and lisle.ci 'rif the R-102 system or a specific applirliier. MZ.Zies tips ar be stamped ver tie P now number designaticn 11. 1 7. and f31 Foch 2.1 Manutar_rtarer rozve shati lave a rent C.:is amber blow-oft car.: 2.1.1 A.ri.:;_il Fire Proteellor. Ore Stanton Sirer:t, Mannefte, kg‘rta itat norifF, tip office free of rAlckinn tfrff7;.507 liN:sconsiri li=1143-2b42. Tel hero (rit't;i i3li-!411. build-up. 2_2 Cornrfc.ne. . 2.2.1 Diributior. Pining Usti pining shall be 2.21 The bas; sysiarn stall wrisist of an ANSUL Sctiedule 40 bia:k iron. chrome-pialed, or stair:h.:la: sieel p4pe cr.vife-rming to ASTM Al20, A53 or Al C43. Al.:1701AV.: teguialed reledee ;1'.....7etilt: wilicil ircit W:s 2 regulated releesie rgeotianisai arkl a ttat 2.2.8 Detentors: The delectunr; shall be the 1psible :irik style cteinicei "siorage tank hones within a z34rigle tiet*01.1 to seaarede at e sae/dfic terrbsraturo. 1 - erIcsure. Nozzies, NoK-off caps, defectors 2.2.9 Cartridges Tie cartridge .thti_iti be a d e c ated €,ieel i 0arfridge3. agent, fusible links, ard ptrie afccrAs pressure vessel OOrtaiflinc,f miles f)11 citoxii of I Shall be Stippli.k in asps:rate nacikanes in the ritroger ;. The castricicie 8691 *halt be desigred to i quantrtic3 nt."..firied tar tire s.unpresion system be piJrntural bli this reie.aaing cleitcs SUPP 'yir the I err-anger Additional equipment shall include requirsc cr lo e:f.tti-e!.: wat nier1ie.: agent trom I remote Manual put elation, mecterroal and etedrical 4 has ...riva,--, pressure switthe.s. and 6ochisal switolints 2 for automatic equipment ants gas iir shuteff 31 1l1401FliiiFilL% 2.2.2 Wat Checrrical Agent: The extingo'mhing agent shall = bed a specially formulated aqueous solution r...1 organk.: 3.1 Installation r, salts - Mai a -all range between 7.8 - 8.2, drdsigned fur 2.1.1 The R-12 flit: t-ti.tp,i,i • ri shal an eleteiricd, 1 flants- knockdown and fuair sect:rented of grease installed, irspecied, maintained, and recharged in ii related fire& accordarm , iVall tilt: lt i:tileff if ts:ILIC:.ar / 2.2.3 A.gart Tank: The agent lank ghat be installed in a mar ioal. sLatniesa steel enoiosiare or ws11 braoket. The lank 3.2 Training : e-tall - ne stristruCeti Of stainless steel. Tanks Shall be 3.2.1 Tram aniarit eon:dueled by refiree&illariveF:. Of 'tile Reagan:4e iri two aiZE.71: i 5 Olen t5 7 Ll Srici 3.0 pal 0 (- 1.4 L).Tbe tanks shell have a workirg manufacturer pre:SS:ire of t�O psii8.9 riar), a test pressure of flia'.1 i psi ;21.3.7 ear), and a minimum burst ore_&,:tire. of 6(10 t i psi ;41.4 ear). The tank shalt include an adaptor:tubs assembly r.:entaining a ourst dtSe uninui. 22.4 Ftegillalecl Ftelease.1 Mechanism The mutilated i I release mechanism shall be a spg-Ir.adc-d, mechanical:pneumatic lyne capable of Urovidiria the expellant as supply to ulne or iwo agent tanks ;., del on the uwx.ity of the a s cartridge used. It sr-al contain a factory installed re ear deadsar al 100 obi (8.9 bar) with an internal relief of 1 apple:dm-MO; 145 eSi (10.3 OW it shell have The following actuation capabilities: auto- vatic actuator by a tsible lint.: detection system and remote Manual aCitdatlefi til.. a Machanin-Al pull station. Ine reoulated release meChaniSrn shell contain a • reirar,e assernhty. regulator, mein:11aml e lie and agent storage tank housed in a stainkeSS steel '.4 t el: ........ , Aith n.r..iier. Thr cccl she.e4 canfrun i knot:A-puts or 1;2 in. conduit. The Cae EFT sha contain I an oaernn ter a visual status indicator. It shall be compatible with mechanical gas shal-eff devices; or_ when equitipod with a field or factory- iiaaled s-wita'n, it shall be orLarpatible willi electric i pas lrie or et:reliance shui-off devices. 1 1 l 0 1 V. __.. r N SECTION ill - SY COMPONENTS UL EX. :3 l_iLC CE:f.7- l'age 3- --1-01 EXTINGUISHING AGENT ANS',.1 EX Low .ol-lLiqt.:id Fire SuPPre-ssarit (1 b gaiion -- Part No. 'ANSUL AUTOMAN" REGULATED RELEASP. ASSEMBLY 1700t-i4 :Ii : gailon Part No. /143721 a poraf.34.4iurn sok: (MECHANICAL) ri)!' iried for Iasi knock arid suppressiDn of grease- , Th:1 agenl is shippr:d in piastic cOnIa;nen which pro ite) NCTS 1-e'llEtir TANK 101.1:1 E , vide. ...•:fle conpiele Lank charge. Agent storage lire expectancy is 04DERE:: 3EPARicrs.. iweive years. The aiSlributOr rtius: reord the batch numbers and date oi shipment receipt to be !fie.1 with eath inStalialion reCOM. R_EAE v.-- 1.33:1,31..3 .13-t t-:L1-1-1-31: 4410.1°P.rojr\ ..., ------. 31 / V.-A 1 I 1 / , . 1 i t . r---- FLUFF 1 REGULATED RELEASE ASSEM--SLY (MECHANiCAL) FIGURE 2 TI AUTOMAN Rec.:dieted Mechanics ReleaSe Assembly rt No. 4298€131 contain h•== rec.lulated release mechanism, REGULATED RELEASE ASSEMELY CELECTRICAL) - • - ..! - -:.1i:ird gas hose for ti.c.. tank 1-e-okup, and oncroeure knock Tile ANSUL AUTOMAN Regi_sitecil Elicai Reir.lase As.-3r:mhiy -.-.:::i, i•:::• rlate instaifing r.rcluation -piping; expellant piOng; cletf.s.: (Part No 429856) is identical to the, rnochaniced version excep N"y(:r11.: and additional equipmcni. This regulator: release AISO mntains a factory jna;il1rxt 120 VAC 5cru:ic Anri Mccir:i t.. is us:A in singic, cfm..KM, anti militpie-lank systems and switch, must be mounted to a rigid ::.arrif.ice. The release mechanism can The solenoid is used lo provide electrical aolualior of the release be L:sed 10 interconnect boil the actuation and e lin xpeilaril gas es mechanism. The elect-lo switch is used to :protect. The s,olencid ov as requ per system desian. Me g is designed to allow opening the circuit to the solencilt. c-nce the system it. tree, CODStant flow ot gas into Me tank at 110 pal ;759 kile) , Alleri tne Additiorial electrical switches can be added ails 'equit tor au ays:len? is actuated The agent tank must be ordered sepal matic eo,iiiprnent and gas shut-olf accessories: ae v,iell as inibatm? in single. double. and multiple-tank systems, the provided expe an-dibie and visual Alarms. ant gas hose connects the agent tenie to the bottom ourst of the regulator. in douOte and multiple-tank system mnfigurations, the 'AN:3UL AUTOM.AN' REGULATED RELEASE ASSEMBLY oafs outlet of the resluleitor is use-d as an expellant gas feed fOr (ELECTRICAL) ,e,c-Ic .Kiditionai Lank-encl or tank bracket hookup. The erx,e• -air: CA the recuirod knock-0-,:t.is to facilitate this connection. if :r ;:rossure switch is -:-.) ho MiaC if the reoulator: aeditional lit- 5-73"7 , TAMA: 13.3P.13, ID f137 03 1 --"^-,_ ^ • i331 ';:ir r requa :scr:4 II' I Cli I 7..-' irinK is mounted wilhin the enclosure The Link COM.:141S an F 1 I '11 ......... adaptorftube assembly with a burst disc union. The burs disc helps prevent siphoninig p the agent up Lite pipe due to significant RI .3 OR temperat.re fluctuations in the area where the tarvi: is located. The tan- is mild steel ano, under normal corid7ions, reQuireS hydrosta- l ----4-4---; ti c ter:- eve.): 7.weive ye a r 6. . ..a, '-•,.. , ' __, Tito? de:action ari, aCc_lit one: equipment rer_iu per system 1" i oe.s. n m g are connected to the rr4ease eoriarils.rn. The end-sure • L......-1 I con -i i .-,h- i5. -. k,--icvz:ketits 10 , '.aciiiitati: - -; detection and additions! hookups ] The system can be aCtialteci ziu or manually. Automatic i 1 i l ,...... ..- actuillior co r V.' :curs h .:. fusiblo link 1-Ohin the detootion system i m.;:qirale; in a firn ::1 Manii;:i ;1:±.1:ition , .:f i - .I'lc: ,,:y.Fieni 1 .. - ....fien fxr"St.1 , ;,-.111 Oil Erie r e4 TI3i:3131.3a3 3..:33111 atbri • . :-..41" VT' 714 f:- di --T 'y. '.----•-•-•*..--'-`,-,_,...„... j , nal* A ■ 2■41.1. .,. '.... . 1, .. ..1,4,..L'.. .. _.i \ SECTION III - SYSTEM COMPONENTS UL EX. 3470 ULC Chx747 Page 3-5 • 3-1-01 REV. 5 NOZZLES SWIVEL ADAPTOR There are twelve types of discharge nozzles each designed to die- The Swivel Adaptor Assembly, Pam Nc. 41abti9. mns!s.ls of a -i he li ape:- in a uniform pattern thro.ighoi...1 the hazard swivel nut, swivel body and swivel hall All arc ch plair4 The swivel adap:or allows any nozzle to be rotated approximately na 1 1W Nitlif 7. 245 Nozzle. in all dirmtions Swivel Adaptors most be ordered as a -Swivel Adaptor Shipping Assernhly, Pail No. 4 wtiril raN 25 - 2 1:N Nozzle S. 260 Nozzle Swivel Adaptors. 1:2N NoLs le 9. 290 Nozzle 4. 3N Nozzle 10. 2120 Nozzle 4. 5. 2W Nozzle 11. 1F Nozzle /* E. 230 Nozzle 12. 1100 Nozzle A.-tough / ese nozz es are similar in appearance and na.-ve certain r.)::rrmon pans, me bp of each nozzte is designed for a %41.1114.11111111‘;''.1.-1 these specific Etwiicafion and must only be used in those areas. See .c. Noz7lo Application C-hart in Section IV System Design, for N no77le usage. I4 fillirf I cliAl V.2 1 r EVA. I: I FiGURE 14 RUBBER BLOW-OFF CAPS • r:rrp.pp-.AL co. The Rubber Blow cap Part No. 7767E, help keep the orihc-t-': Ot sr;.-...1.4r.; the nozzle 'reet of grease or other substances that cu' d interfere • with agem. disMbution. A retaining strap attaches the blow-ott cap re rim ---.. ii■NI111111111 to the nozz Rubber Blow-Off Cabs must be ordered as a Gk teur : i e N rn r..., b h:„ w t .h +Ic i r cl . Li i" c r' 0 6 r 9 , E a , ir. vs .s tir 2 h b conns blow , rozz...k .0. ;i 4 r - • ,, E , 5-"ENT: 3 A NC MI " l i FIGURE 13 s.\\ ■, ,,,,..„.. - -G- 'N, ‘ \ Nozzle kientification Chart Nozz's Nozzle Nozzle Nozze Flow 4- - --. - p r.b stamping lig Nozzlelidentlfir-A3l-rrm ill'ill ..i ••■ J r 1W INIcze.is 418336 1W 1 Chrome-Pated Body Nozzle -ti Ifinb 1 N I Chrome-Plated Body FIGURE 15 :2N Nozzle 419;K...4 112N 112 Chrome-Plated Body metal uzm-IrlF sztut ore rm ;....kvl.: Ail to lreq 'site METAL BLOW-OFF CAP 3N NOzllo A19338 3N . 3 Chrome Body Two types of metal blow-off caps are availaPic as oons-: to the 2Vi No 771.7: 4192,37 2W 2 Chrome Body standard rubber caps. The metal cap can be used in -,.inusualry 19:1.!10 230 2 Chrome-PatiNt Body high heat conOitims, gercrally over :SOD =- .P (2:74 'C Tho trivial 24 Ilf. 419340 245 2 z. Chrome-Plated Body blow-off cap is atuiched to the nozzin by ry:.::zin:: of 'a slainieSi :4C:n1 wire whicli prevents ii from - falling into the appliance durinc3 die., 26:Cl ? 419341 280 2 Chrome Body charge. Shipping .Assembly Part No. 79745 contains 10 metal 290 No.a i e z 19342 290 2 Chrome Body blow-off caps for use on standard. non-swivel nozzles and 2120 Nozzle E=19343 2120 2 Chrome-Plated Body Shipping Assembly Part No. 11556E cortta.=ne 10 metal bicw--cf 1l- NOZZIS 419:3.33 IF 1 Chrome-Plated B.-Ay cape for use on s. nozzles. 1100 Nozzle 339 12 1100 1 Chrome-P::ated Body NOTICE If metal blow-off cep-s are reouired for ucgiohr: broil- --I r: :i-yrc-r-1-3 :-$.,,' cCrYtttrt :11 ar.Mr01-:41 letter fridcating a ...ervcr s ccdt. er or saiamander prolecton, use 0 two 1N hoz- '. zles (Pan No 41933bl instead of 12N nozzles. j • • 01°.111111 r.t.iCht Efi'S SI 'thi_ YM MIAL CAlt 51(AIRE 16 ,:: i„. La r \ , , SECTION Ili — SYE. DESIGN UL EX. 3470 ULC CEx.77 Page. 4-1 1-1-0 REV. 5 SYST DESIGN l'' GENERAL INFORMATION The A R-102 Restaurant Fire Suppression System may be 1. Nozzles mist be 1 4:sc.:aled 2-8 in. (b-20 cm) iris the cenle. r :tithe 1:Si-Xj C41 a number of different typrts if -este:rant cooking appli- duct .i.poning rii r+t ; —8—argrig u�. Sm Figure 1. :innes trid tv and duel r:ontigurations. The rios..tign iriormation liisorii ii this set:sir:4s ...ictuis with this limitations arld parameler. of Ihi7; . ... :7 V - r 2 f - C.ine.fiqh/ 5 Th()Sr, individtmis responsible for the 7 7 nei.;igst (If tile P-102 system must be. trainec. i and hold Es Ans.:I certificate in ars R-102 :raining program. I he H-102 and The PlliANH.A systems use COnipatibk=" Rgsrite and 1.4<:tttttt components:, Therefor e.. they inay be i_ised tot:lamer tor i7.0-Didnii adplianca. hood: and duct protectiori. The pnmary ANSUL 4 il AL.TOMAN Release -ban be either an R-1C2 CT a PIRANHA. 4 , ANss....lLAUTOMAN Rees.e and can actuate up to two Additional --.4-400 .----- R-iCrif: or PIRANHA Fiedulated Ai7i..aroi In -systems utilizing a t !s------ 101 rt rela.f.i.so. any oorribinzitc- cf fii mi. number - —.----- rgulair.-1 tKt.....iators Mn r he Jsee I * ii:ifilli i;y rritist atissiote siniutiane I 4 qysilern muss txt dosigned and fiSti: ::::::- :: ::,:4;:-::::::::- FIGURE 1 .;,.„.., Fe rnallual. • Adjacent appliances reqi,irina protection moat be protected 2. In installations where a Lit_ iisted damper assembly ..‘t he same type of system. either R-102 or PIRANHA, employed, tie duct nozzle can be installed beyond the a unless the center-to-center spacing between the adjacent t20 cm) maxlmurn, to a point just beyond the camper assein- 2 and PIRANHA nezZlea te: no less Man 36 Oboes. b Mat will 17-3I e with the damper_ Exceedinc• the max- iinuin of 8 in. :-.-.... L.: i i• iii this iNay VI not void tr. Ut_ listing id * Wrien rad-pliance-s are p-rbtected wfth R-102 no=les, !he hood ar. connecting duct above those appliances cannot be pro- the system. tE=471 With PIRANHA nozzles. 3. Previously listed 3 flew rsuslitse..-: and 5 flow ruimear duct dro • Mixing systems in a common plenurr is rot atiowed. tection detailed r earlier publisheo rranuai. Part No 41803/- CC. can also still by utilize Oro t:4 the k :',Ierioryi,; for restaurant firo protxtion is a correct design. Thi5sotion is divided into ter stib-sectionsi No ii DUCT SIZES UP TO 50 IN. (127 _r 1- Requirenients. Tank Quantity Requiremersts, Antis- PERIMETER( 1€. IN. (41 ern) DIAMETER t G; Lilt0 Roquirornonts, Distribution Piping Detection System Requirements. Manual Pull Sta- = One 1100 nozzle (Pasi No. 42,0912) — one flow number lion Requiferth-cnta, Mechanical, Gas Valve Requirements, Electri- i --, = 50i0 t 14( Cal) penmetel ma:urn:on cal Gas Valve Requirements, Electrical Snitch Requirements. and • Pres.sve Switch flegu:rernersts. Each ot these sections must b1:1 • 16 in (11 or diameter maximum completed betore atte.Mpling any installation. System deraign . aKeteres stiouiri be made of at aspects of design tor relevance ' DUCT SIZES UP TO 100 IN. (254 cm) curino installation. , PERIMETER! 32 IN. (81.3 cm) DIAMETER *NOZZLE PLACEMENT REQUIREMENTS * One 2W Nozzle (Part. No. 419337) = two flow nLinriers This section gives guidelines for nozzle type, ppsitioen a • 100 in. (264 cm) perimeter maximum duantity for duct plenum, and individual appliance protection. This • 3) in. (81.3 rrit) diameter maximum insist r. nornoorf before determining sank qs.santity ;Ind • A 2WH ntvzle (Pari No. 7807A) must be 'j ,j ? for a NV 11NTILIrliN. nozzle for any installation using Option 2 of the 1.5 gtiliort sy 1 :Duct Pest,tection — Single t4ozzle di on s L iS. f ted is vvilbo rr atio ut :iitn 01 maximum dt..ct length (unlimited !engin). This includes all varieties ot di..icviiorcs tern coverage (duct and plenum protection only). A 2WH nozzle is limited to a maxitrium of 75 lsn. (19C. cm; perimeter or a maxi- ol protecti mum diameter of 24 in. (61 cm) °I coverage. oat horizontal and vertical includino curs that run at angles to The chart below shows the vi a_xirnum protector) avaiiable tom 1 the ho.rzdrital and ducts i.vitn directional bendo . esch dun! nri7zie. _ 1 i A- ifi2 system Licas oterznz duct nozzles depending on the Pert 3.0 Gallon I .E' Gallon 't- Si7.8 ‘:::.'' duct berg VoteciIK: Description Nci. System System Nozzle 419'33/ Max.mtim Maximum 100 in. (254 crn) 100 in. (254 cm) Pearnoter Perimeter 1100 Fork zif2,i1R12 Maxrnum Maximum 50 in (127 cm) 50 in. (127 cm) Perimeter Perimeter • • . r \ SECTiON IV - SYSTEM DESIGN UL EX. 3170 UL C C Ex717 Page 4-5 10-1-02 REV. Plenurri Protection . - 8 The R-102 system uses the 1W Nozzle (Part No. 419330) or the • 1100 Nozzle Tart No. 430192) or the IN Nozzle (Part No. t 41q3a. tor *nom r.votection. The. 1W nozzle lip is stamped viiit h . .,.., IN. cs - -II MAJr.1W1.1.1 I ' 1W and the 1N ob.e.de lip is stamped irritti IN, indic.ating they are ene-floe fte2.E.ZifS and rnusi L=2 counted as one Bow number each. 4 ent inotecting a pliF...:: m fr. chaber the. : er &m ro itire aber ust 4 iP bc regardless of tiller len I ,.. gth. i VIII -, : :.• - .44 fr V El I I ;CAL PRO t EC flt.'.f4 - OENERAL ;:.. i ..F •,....,r. r _ to One 1W nozzle -or 1100 nozzle zwiti protect 4 fine& feet (1 2T 0 t plenum. The maximurr distance from the end of the hood to the . first arid istat nozzle rriusl be no more than 2 ft. (.6 m). After the first 1 rczzls any additonal nozzles must 'Pe positioned at a maximum I 7. -•:- '1 ( 2 r' apart cown the ertire Ienoth 0 the plenum. Ti e I 1 -4-! 4 kir **'-- p hien! iin '% mnliryt not exceed 4 Pi. 11.2 rm. (The. 1W or 1100 noz i • .1-t` - 3 i.--- ..,- , ,, n : iised on !..aiggle or V-bank fil1r;r arranberrents.) 4.5fij4"- r Fig,..,-(1 V: - i Fint(RF 7 s- !A 41:Aili N4 -... V h:•:e.4.161 1 0b1ion 2: The 1W or 1100 nozzle must be p r..e;pendiculai. :1,2_ —.)......„, lik s , „4 FT. ;!.:: 1 s• :1-12 in. (20-30 ci from the face of the 'liter and angled 7 .t.4I 1 to the center c Me filter. The nozzle tlo must be viltran '. ........ ,...,--c........ , (5 ern) frorr the perp4andicule. - line ___-- i i - . -Ais• • -...., _.-- 1er. See Figure B. 4 II v ie 1111 r-em ,.. s , \ ...... s, ......0, i / L . \ '''':;. i ,...• r''-' - ...- 7 , . ,,,fP• 1 ------ A 5, _:,,,_, C '..ii- 'NI' H-N ." • :i .. FIGURE 6 uuu- Ar i .- When protecting plen_ims with the 1W or 1100 nozzle two opbons Lb of cove are availaoe: , FIGIIRF 8 . • • Option 1; The 11!::•: or 1W nozzle must b on the center line of the single or ''Lf bank filter and posiftoned within 1-20 in. HORIZONTAL PROTECTION OPTION 1 (2.5 51 C;r1) above the len ridge of the Fitter. See p. IN NOZZLE - PART NO 4152E33.5 SiNt F RANK P kf_DTF P F i q u re 7. TION One IN no:»,Ie will protect 10 linear feet (3.1 rn) of siogkl fi;tor Lainii. • plenum. The nozzle(s; must be mounted in the plenum: 2 to 4 in. (5 to VD oil) frdm the face oi the tiller. centered hetweeui the fiter itk._i9tit dimension. and aimed down the length. See Awe 9. • \_ ..--- ---.---'Ar . - le.VV.4 1 ''' '- •-• - 'N 1 \ 1 4,01 ,,,1 N i•'; r'' ''''' . -,.. -... ,.- . FiG iriF 9 • . SECTION IV — SYSTEM DESIGN UL 3470 ULC C717 Page e--6 i 10-1-02 Pryer ---- ! No=t e Protection (Continued) Ma X iMILE171 Area Dirnen$ions — Single Nozzle Fryer Protection Max Size Max. Size 0.verifil Typo of nia,_, i icioni Nnz7le lrypol Only With Drip-card NO12k AbOVe TDO of Fryer Locatkxi , Fa!: or Soil Val Full cr Split Vat 230 27 in to 47 in. See Figure • 14 II:. i.: 1: ,,- 14 in. x21 in. (6:9 cm to 119 cf 15 and 15 Pali or Sett Val Full cr Split Vsit 215 20 in. lc 271n. See Figure At 1 in. x 15 in. 14 in. x 21 in. (51 CM tO 6 cril) 15 and 16 35 rTri) f::: i:rr x 313 crni- 1,1 s Y i • :1 i 1 II i ! i I / ■ I i , ! I II I II I ri i I 0 , I I II , 1 i it 1 i I 1 I it 1 / i I' P I: i I 1 1 1 I I! / 1 1 ! I ; 1 / • 1 1 I i 1/..11" Ct -H -1 11 . 1 al f Ifil Crl" • • il 1 i if I , I i If i I ■ , , / 1 i I i ttY■ ; 4q111 1 '''. 11111.11111° i lif - !4fif4:1,10' ..../ i - i -..........--. .,....., i , .......A ---.1., --,,, -...--- ----'r --__ .--- ,- -- "--1, -- i __--- -.... ---- -- - -.........1 I' ":F1P7')".:r 74.,' , i 7:P.IFIKIA1-11".■ FFF: 4 7 1 r1- 4 :.i 7.:F1P:ICIA.Or: rriYFti II , r.R;F170 ,- - , F1 ...: ;••.': I ! 1 ' ':.I::' I ?NI /3 AN /rti 4Lta.i.i an , ,litalmi I 'f P.M': r IF a ' rx::).s.m.: , 1,..i : ,..:-. ..th! :, I 1 li 11 CI %I 1 :: DI T: Ir •::: Y I: 1%1; Ai. ii A 'ti: );1."1-f i 1 Pik =I 11T ik1 C: i '. )1 1 1.:1 1 1:1 : T I 1:5.T I i ■ ': - I '.:•:: :r. 3 ..::- f : :;.JF: .41.1-7, A./..il 1 / 1 :: 1 :11: 11 ;.•/ ii , ..'M 1 '; ir ■::: Y. ......... ; Ai 1: A. Ir. FIGURE 15 . FinliPE 15 AZtiL V l'• * r Er IV — SYSTEM °ESE:4;4 3173 IlLe CE.v.74.7 Page 4.1 ---- ,-) Range Protection 1-Flow Nozzle '0%) this tyre of hazard is equippead with a bac. shelf lor:ated The A-10;: system uses tivc .7:ierent nozzle for the protection of above the range top, two prolecton options are available" One re:wires a 1F nozzle, Part No. 4193:1& and the other option r:Inc. Two of the dasior option.s re.qoire a one 111,177i.s aP1 Feraiiiret; 1 760 nozzle, Part N. 41 S33 4 1. ii,::.,.........:1)::-.. rieNiu v. nuC....s rewire two ortszk.s.. NOTICE Option 1:1F Neon: When using the 1F nozzle for range nrotec- En. (:.33 Lyn) dianneter rook . 0 is the largest :ion with b shelf. "thf: maximum iength of the burner grates being protected rmist no exceed 28 in. (71 cm wOk size that can be protected on 'anges. and the maximum area of the burner grates must no Cl pra',e.ntino hot 100 rarlges, the entire exceed 336 sq. in. (2168 aq . cm). fiiee Figure 2' for occking surtace rriust be brotected. nozze location dais. Range Protection fI-Flo Nozzle) IF iVareLE S n giS ant rn :Pi Ei "r MA ranges can be protected using a IN nozzle. Part No. 41(L33. The nozzle to is szarnped with IN. inW - ,------11\ catino Thai. this is a - nozzle and must be counted as one i \ fine number. --- Whn using this nozzle 'o range protection, the maximum length I A lk• rrint gratr hnincl wotecied with a single nozzle rm.'s: not . - --- . - - -,,-,, r- - ! 3:2 in. (61 cm) ard the maxirm.rn area of the burner grates :it.1 122 ar; I i , ulikil 11 e.xceed 384 sq. in !,2477 sq. cm) cyer nozzle. I --I t=i-- piotecting a rarge. U7e IN nozzle mt,st be located a rrak - . i .....4digaltha -- .41163 - mum Of 10 in. (25.4 ern) Iron) each t,rher grate t awl ..‹.. illi.1 be aimed at the c.ente the cool(inc; surface Flee Figure 26. 40110b..04111 .../ .....-- _ :.. " _Ng_ ___47 12 It 10S Di t I D iE C . / CENTEgLIII ' r N E OZZLE. •:Y.:4TFO Ct , TiCitr - F. ilt.4 .ii 4 :;114"ri Atl: x: 1•.C1•71:7 TP F ."6 AlE ''AriA1_.1 10 M Eisner • ;:slarr ri:..ri roil An Gt.:41t: ILltd A' tAL- :f., ,33%J Ai I -4k, :14-..111't 1. IP i-e.: s:iii.-.1.ca. I 4 FIGURE 2? t ' Irl•-. Option 2: 260 Nozzle: Wht:tn using the 260 no,....cle tor range pro- I t t \ I // tection with back shett. the maxirriun 'ength ol burner \ 1 grates being orotecte:.' must not excei.- 32 in. (81 cm) i N .1 1 i and the maxim:Al area of the burner grates must not 1 I I exceed 384 eq. 41. (2477 sq. cm). Nozzle must be !ocated on tile trent edge at the burner grates and aimed at a p3int 10 in 25 cm) trom the - .‘..iac< edge C.t the burner grates. Nozre tr.-Jai be mounted ti0 to 40 in. (I6 to 1(12 cm) above the hazard surface. See Figure 28. iii. (I N 0,771 a A Errti---P CAN Ctilzi KER;;31 .E A MA.XiMJM Cf- 1 iN. 12 Q ,it 'AO' WI P4 I , 1 1 '---' I . ' 4 ,..,,, " I ■ - 34. 114. I \\\\ -'--'--- --.L..- - ---4 7r.■ 1(t; I \ 1 1 tAN I .---irliillig 0 - k;>< ---i _.•-•:;----- • - •-<-- ,':',:; on r. ...,; FiGURE 28 "*`-- 9131 4 26 V . . r SECTION IV — SYSTEM DESIGN UL EX. 3.470 L LC CE:(747 Page 4-24 H. 5 1 Electric Char-Droller Protect, Ion Gas-Pactierst Char-Broiler Protection The R-' D2 system uses the IN nozzle. for the protection of electric The R-102 system uses the 1N nozzle. (Part No 4 for gas- chw hroiicrs The maximum length of the hazard can be no :cnger radiant chanbroller protection Itii : ii, (R6 t:rh) and l4 - olal itmoking UT41;4 rni.s1 not exceed -m noz -,,i r , tic; on the IN no ,,,,l is stamped with ii - .1N ifIrlf,--,aiirio 4 !Ian sit it (glan,51 sq. an). that this is a nne-netii ri!-Z/14'; and PURA be miunind ii:i :: filiy2 1. Nozzle Location: 20 '.o 50 in. fti1 to 127 am) above the irate rturnbril. sof One IN nozzle will protect a hazard with a rriax,tri,,rn :ength D' The 1N Nozzle (Part No. 419335) is used for electric char 36 in. (91 cm) and a total cooking area which does net. exceed :..!-0j1,9r appiications. I he nozzle tip is stamped with IN, inde 854 eq. in. (5574 sq. cm). The nozzle tip must be tocatec 15 to natin. th& '. this is a one-f'ow nozzle and must be counted ac.- 4 0 In. 1'38 to 102 cm) above the hazard surface. Wher using thK-; ofie now number. nozzle for gas-radiant char-broiler proleobon, the nozzle must be positioned anywhere along Or withiri the parmyar of the maximum hen using this r" Ozzl6 for electric cher prOt.artion, the cooking area and shall Ca -.aimed al the center: .' - .he cookino sur- rozzle must be poonec aryvthere alorq or iNithin he . • race See Figure ot. perimeter of the maximum cooking area and shill be amed at • lhi: ronfrr o; 'he conkinn surface See Fptit f c:nexiv; .." 4"......., -,. AtIrik 44 -- . --;:-'', 4<'''' ''- „,,,, ,-•' ---- I - "-,,,.... ,...1 .....„ , i ..: A ...,.... ,..........,---'-' .....,.••• I -, =.• ; 1 I § I i i I t f i .49 :1-1 1 f 1 I OW -7 I 1 1 % I i 1 WAXTA l'el ! / I ,..---:::::•-..---;:. -,01,,F.....0.6kii. IP' I ' \ ' 1 ref.4ki&I oczr --...: FIGURE 51 4 1\ I 1 / I k / l i I \ / 1 ''.41'Ei; EIAXikium \ / t o I \ 1 s. 1 Ibl at!) I 1 1141'elik4 11.1111111.1111 .11.-tif IIIIIIIIIMIIIIIIIII 1111.11011111111111111111.11111.1111. !■ FIGURE 50 • 71,0 I i • ■ SECTION IV - SYSTEM DESIGN UL X. 3-170 UL CEY7-17 Page 4 -28 R. 1 3-1-01 Nozzle Application Chart The following chart ' been deveioPed to assist in caictilatino the anti ryF.,o ot rtj7i required to protect €:K.:t1 duct. pient.im, NOTICE chart is for generai reterene ont&i. See c:oiriolate details Icy each: type of hazafii. Minimum No2le Tip Maximum Hazarc-; Nozzie Nozzle Nozzle Stamping - Hazarc Dimensions Ouanety fzen Nc row No. Duct or Transitior- Length - Unlimited 1 420012 1100 Psvirreter - 50 in. (127 cm) Diameter --1 es in. - 40.6 cm) fir TnAnsitinn 1.nnt3th Unlimited 1 41)337 PW (f3nrjic. No:? Perimeter 1W in. (254 cm) Dinincler -- 31 7/8 in. (91 rAni Duct or Trarsilior Lefigtri - Unlimited 419337 2W Perimeter - 153 in_ I:181 cm) Diameter - 48 in. (122 cm) L.eC;110Elate. Precipitator indieldi.al Cell 1 419334 E.iase P Length - 10 (3.1 rti', 1 419335 IN (Horizontal P'etection) P-e.num Length - 6 ft. (1_8 m) 1 430192 1100 iHor Prete.clion) kiVidth - 4 ft. (1.2 ml 1 419:338 1W cr111r1 Longth 4 ft. (1.2 rn) 1 419335 1W vrriicu PrI]irttrtion) Vith --- 4 ft (1.2 rn: Maximuti! Stze Val) i)oi/houl drip board) 15 in. (38 cm) x 14 ir. (36 cm) High Proximity 1 27 - 47 in_ 41933.9 Medi:irn Proximity 1 20- 27 M. 419341) 2 ), Fiver , .:1'.-tcn-St Vat Only) Maximum Size (without drip board) 19 11'2 in (49.5 cm) x 19 in. (48.2 cm) High Proximity 1 21 34 in. 419:338 aN Low Proximity 1 13 - 19 in. 419:342 290 Maximum (ioithoul drip board) 13 in. (45.7 cm) x 19 in. (45.7 cm) High Proximity 1 25 - 35 in. 419338 3N (84-& cm) :41 1V1, aft .kw-.1 Ij.41rn rn4.2I 4-•4. 4 • SECTION - - SYSTEM DESIGN UL 6X. 3470 I ILI ( 2L , :7-17 4-29 1 Application Chan (Continued) Minimum NOZZIS Moximurn ft Nozze P.lozzle No771c „Starripin F.Jit:tensiorts cLamilita 1±±,-4LLs PArt No Pot:, Na .!rip coatd) 21 in (53 cm) Y. 14 in. (36 cm) (Fry Pot mus: not exceed 15 in. X 11 ift crn x 36 mi Hot Proximity 1 - 47 in. 4193;:t9 230 Medrurn Proximity 20 -: 2/ in. 414U 245 Maximum Size (with drip boarzi) 25 38 in. (64.4 cm) 19 112 :rt. (49.5 cm) (rty poi side rms1 not exceed 19 1:2 in. (49.5 Crn) - t; 19 in. (48.2 cm) Proximity 21 -34 in. 419333 Low Proximity 1 13 - 16 in. 11P342 290 Maximum Size with drip board) 18 in (15.7 cm) 2 2t 5/8 in. (102 m Hit - Pr..xm(ty I 25 - 35 in. 419338 3N (64-89 cm) Longest Stric 30 - 40 in. 419335 IN 32 in. (81 cm) r76 - 102 cm) Aren - 3i4 Eq. in. (2477 sq. cm) Longest Side 40-18 in. 119333 1F 23 in. (71 cm) (102 - 122 crn) Area - 336 eq. in. With Bookshelf) (2168 sq. cm) Longest Side (High Proxtrnty) 1 40 - V.) in. 419340 • 245 28 in. (71 cm) (102- 12i cm) Area 612 sq. in. • :4335 sq. cm) •• Longest Side (Medium Proximity) 1 343 -40 in. 419341 280 32 in. (81 cm) (78 - 102 cm) Area - 768 sq. in. (4955 sq. cm; Longest Site (LOW Proximity) 2 15 - 20 in. 419342 290 :35 in (91 cm) (38 cm) Area - 10043 sq. t o 6503 sq. ern) • (ttt • F., • e 4 1.c.efi: 4 . • v to _ _ SECTION IV - SYSTEM DERIGN uL isx -3.170 ULC CE.x717 l'age -' N 0 I e A pp. I i c a t i n Chart (Continued) . Minimum Nozzle Ti; Maximum Harard No'-,t Nozzle NOZ7k1 Starripinq 11:ii■ii:: Qinir.Insions 01.:antity, !ARMIN Part Ni.--, l No. - Lx.igest Side (High Proximity 1 3111- 53 in. 419341 283 4-8 in (122 cm) ;76 - 127 cm) Area - 1440 sq. in. (perimeter 9293 so. cm:: Lc.tnges( Site (High Proximity) • 1 30 - 50 in. 119342 280 176 - 127 onii Area - 720 sq. in. (enter li:ciatEF1) 1 sq orn) Longest Side (Hiph Proximity) 1 -- -t‘'i -- 431n. 4 It 36 in. 191 cm) 189 - 10 1 Area • 1086 Sq, ir. (perimeter located) 968 .sq. cm, I.J.::‘Iclost Side 1 20 - 30 in. 419342 293 ;:um Proximity) 151 - 76 cm) 48 in. (122 crre,/ tperimetclr Area - 1440 sq. In. It . 19290 Sc. an) Longest Side (Low Pro.ximity) 1 10 - 201n. 419343 2120 18 in. (122 cm) I:25 - 51 CM) Area - 1440 sq. in. (perimeter 19290 sq. cm : lo=er.i) 1:hEz n Mt: Lcnuast Side ..... 34 in. (86 cm) 2 10 - 26 in. 419336;41i333 1 Arco 1088 sq. in (25 - 66 am) (7019 Sc. cm) nrycilor Li:Nigth - 43 in. (10. cm) 2 1 -3 in_ 419335/417332 1N:1 NSF, (1 P=otedion) kAliciiil - 31 in. (79 Gm) (3 - 8 cm) Gs5:- Radiant Char-Broiler Longest Side - 36 in. (91 cril1 1 15 -43 in. 419305/417332 1Nr1 NSS Ales - 364 sq. M. 1)i8 - 102 cry) (5574 eq. cm) Eecir‹; (Ther-br,:,,i1er Longe-st Side - 31p . (86 cm) 1 20 - 50 in. 119335/117332 1N11NSS Area- 680 sq. in. (51 - 12/ on (4388 sq. cm) Lava- Pc. Smiler Longest Side - 24 in. (61 cm) 1 18 - 35 in. 419335 1N1NSS Area 312 sq. in. (46 - 69 m) (2013 sq cm Naii Ir.: Cilarmyi1F3roslor LongeSt Side - 24 in. (61 cm) 1 18 - 40 in. 41g-335/417332 thriNSS tiff:A - 288 sq. in. 146 - 102 co') r1856 sq. cm) La . v . , - -., rtc-ot or Neturs1 Longest Side - 30 in. (76 cm) 1 14 - 40 in. 419335 3N chazi: Area - 720 sq. in. (36 - 102 cm) (4645 sq. cm) • . 1 „ L ,. - i vo.ci.,iuu nCv 10:39 FAX 503 692 5421 CITY OF TUALATIN 16Oo2 TM-COUNTY SERVICE CENTER Mechanical Permit Application -- OFF /CE USE'CINLV '_ Ci of Tualatin Date received: -- tJ Permit no. :05 -- 37' 5 `G/ Pro act! I no.: ,.r PO Box 369 Tu alatin, OR 97062 J apP Expire date: ClaCkaitlaS Phone. (503) 692-2000, FAX: (503) 692 -5421 Date issued: ; • - '0 - S B y: Receipt no. ��'" tO Multnomah Internet address: wvvw.d.tualatin.or.us At eAd Case Pile to.: 1 Payment typo: Washington c o v N T a t s Land use approval: ...._/___ Building permit no -: . N itPF OF' ;pERS1IT :. . .. O 1 & 2 family dwelling or accessory Commem a1/ ndusel4.el•. 0 Multi- family 0 Tenant improvement 0 New construction 0 Addition /alteration/replacement 0 Other JOB SITE = I\FORILS'IIO% - - <CO ISIFRCIAL-VALVATIO\'SCIIEDVI.£; X Job address: t Indicate equipment quantities in boxes below. Indicate the dollar Bldg. no.: R_..Z Suite n..: value of all mechanicatateria, equi labor. overhead, Tax map /tax lodaccount no.: profit. Value S .. 4 0 ee . • Lot Block I Subdivision: Qp� *Sec checklist for important application information and Project : t, - e .. __ : ,J jurisdiction's fee schedule for residential permit fee. City/county: ZIP : I .5:: FASIILY fl%%FLLI \G_PLN■11 FIE SCIIF.U[:I T, R. esai on and location of work on premises... 514 1\U tAlIt1I RIC: tIJINDL 'STRLtL'EQLIP�IE \TSCIIEDULE ``pp e ot-ecn I -rant t k2 - Est date of corn ledo>yn Fee (ea.) Total p spection: Description Qty. Res only Res. only Tenant improvement or change of use: UVAC: Is Aar handling unit CFM tins heated or conditioned? 0 Yes Cl No Air conditioning (site tan ring space insulated? CI Yes 0 No p required) Is exis Alteration of existing IiVAC system - 1 MHECI IANICr %L CON i'ItACTOR : er /compressors x„ Business : • I j Its t? , • . • , / • , . Stat bo iler permit nn.: �� y� -- HP _ Tons BTU/11 Address: Sq Sa --/t.../ -/ Fue/smoke dampers/duct smoke detectors City - --- WCD StaLe:0(U ZIP.g 2/3 Heat pump (site plan required) Phone: t(-C c(Ql Fax:2 Vic/- 1 E -mail: - InstalUreplace fumace/burner BTU/H CCB no.: 6 - 9.7 / Including ductworl (vent liner ❑ Yes O No _, Insuall/replace/reloeate heaters - suspended, City/metr0 lie. no.: wall, or floor mounted • Name (please print): I _ tj 1 41W G Cinfl4t-ii G AI. Vent or to lance other than . ace ::.CONMCT FCkSUr Refrigeration: _ Absorption min ' BBTU/F1 Name• A /-cca A % A � ) U5 chillers HP Address: Compressors HP City: State: ZIP: Environmental exhaust and ventilation: phorrG Fax: E-mail: Dryer vent exhaust • OWNER Hoods,'I'ype t/ II/tes. latcFreMttzmat hood fist suppression system Name: Exhaust fan with single duct (bath fans) M ailing address: Exhaust system apart from heating or AC City: 'State: — 1 ZIP. Fad piping and distribution (up to 4 outlets) Phone Fes E- trail Type' LPG NG Oil Fuel i in cacti additional over 4 outlets Process piping (schematic required) Name: Number of outlets Address: Other listed appliance or equipment: Decorative Fireplace City: _ state: ZIP. Insert - type Phone: Fax: E-mail: oodstovelpeltet stove _ r. Applicant's signature: r,sy .sir Xi, d te 'T 'd - (print): OtheOther. c�e -n 1 c canes c c � .Z Not au justsdirdoa. .cccpt credit cards_ please call jurisdia tio ioa for more l+tonnaa. Permit fee .................... S � . C� • O visa O MasterCard Notice: Thu peT applicatio Minimum fee . L S Credit cud number — / 1 expires I/o permit is not obtained Plan review (at %) S Expi,rs within 180 days after it has been Name of cardholder as shown es credit card accepted as complete. State surcharge (8%)-- $ s TOTAL, 47/6, 7/ Cardholder ai6.acurc -� Amount /440{617 (6/001COM) Ce ex, y f 7 � ` , -‘f/ 5- CI TY OF TUALATIN - BUILDING DIVISION PERMT 18880 SW MARTI NAZZI AVENUE, TUALATI N, OR 97062 O F F I CE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLINE 5: 00 P. M Appl i cation Number 05- 00003775 Date 8/ 12/05 Property Address 7315 SW BRI DGEPORT RD TAX ACCOUNT NUM3 E R: 2 S 1 WI 3 DB 01 700 ALTERNATE I D: 01252500 Tenant nbr, name CALI FORNI A PI ZZA KI TCHEN Appl i cation type description COMMERCI AL ADD /ALT / REPAI R S u b d i v i s i on Name NOT I N S U B D I V I S I O N Property Use Property Zoni ng GENERAL COMNERCI AL Application valuation . . . 650000 Owner Contractor OM ER - - - Structure Information 000 000 TENANT I M'ROVENENf Construction Type TYPE 11 CONST Occupancy Type NERC ANT I LE Other s t r uct info F RST FLOOR SQUARE FOOT 6863. 00 Permit NE CHANI CAL PERM T Additional des c . . TENANT M:CHANI CAL Permi t Fee . . . . 685. 35 PI an Check Fee . . 445. 48 Issue Date . . . . 5/12/05 Valuation . . . . 165000 Expi ration Date . . 1/10/06 Qty Unit Charge Per Ext ens i on BASE FEE 498. 15 65. 00 2 . 8 800 THOU BLDG, VAL 100001 AND UP 1 8 7. 20 Permit NE CHANT CAL PERM T Additional desc . . REF RIGERATION/WALK - IN'S Permit Fee . . . . 283.00 PI an Check Fee . . 198. 13 Issue Date . . . . 8/02/05 Valuation . . . . 6800 Expi rati on Date . . 1/30/06 Qty Unit Charge Per Extension BASE FEE 148.00 5 . 00 27. 0000 THOU BLDG, VAL 2001- 25000 1 3 5. 00 Permit NE CHANT CAL PERM T Addi ti onal des c . . GAS PI PI NG Perini t Fee . . . . 202. 00 PI an Check Fee . . 141. 40 Issue Date . . . . 8/02/05 Valuation . . . . 4000 Expiration Date . . 1/30/06 PERMT MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERM T W L L B E COME NULL AND VOI D I F WORK I S NOT COME NC D WI THIN 180 DAYS OR WORK 1 S SUSPENDED OR ABANDONED 180 DAYS. t ..... ■ COMMERCIAL IrRE RIGcR]ION INC. Et MI 5920 NE GLISAN • PORTLAND, OREGON 97213 • (503) 234 -6445 • FAX (503) 234 -0668 9®ram utemitfil NEXIMAINISIOW Cold Zone 5 -26 -05 PO Box 1030 Job: CPK Restaurant Brea, CA 92622 -1030 Bridgeport Village Attn: Phil Woods Tualatin, OR Ph: 800-772-2653 Fx: 714 - 529 -8503 We will furnish tubing materials and labor to install the refrigeration for the walk -ins and under counter coolers as follows: Sys Item compressors Evaporators A 25 Walk -in Cooler 2.0 hp 1 ea AA -36 -160 -B B 24 Walk -in Freezer 1.5 hp 1 ea AE- 26 -60 -B C1 M28 Pasta Cabinet 1.0 2 ea OTM -10 C2 M27 Ref Eq Stand - 2 ea OTM -10 D M68 Pasta Counter 1.0 3 ea OTM -18 D cont - 2 ea OTM -10 E M30 Pantry Counter 1.5 3 ea OTM -18 E cont - 3 ea OTM-10 F M67 Pasta Counter 1.0 3 ea OTM-18 F cont - 2 ea OTM-10 The Cold Zone preassembled air - cooled compressor rack assembly to be mounted outdoors on the roof of a one -story building above the kitchen. Installation includes tubing, fittings, heat tape, refrigerant, crane, and mechanical permit. One year labor warranty for refrigeration mechanical failures. Installation of refrigeration equipment listed. Erect the walk -in cooler and freezer boxes.. flFFJC C QDV Refrigeration equipment with valves and controls, electrica , roo a , and roof penetrations by others. CCB #06527 CITY OF TUALATIN > w t_c_. B ey -n4 T @ST p 5u�s 5 APPROVED PLANS CITY OF TUALATIN N F C Ti -n405.6 UST@ p °''' TH RFC ; F I V F D c o r i D EA/514/4 LIAn 7, 064/ Reelfs e OR.. COP-$S OQ cuvir AJ4.1ms PL-4 _ aEsc iiag PERMIT NO. 0 -5 fbATE: 7 -20 -oS` JUL 1 R 2005 ' ADDRESS: Lc , %;,,,, ,67 P& ilc' -7"'" %c -+'7w 41r APPROVED BY ,, _ ..... BUILui,vu uoilSION TIES r /-[.Only 4 P a s A a S I N C E 1 4 9 / 7 'x$ 7 IA/SAO-CT/OA/ dY c_a T 1 • Rfell • Air Defrost / Specifications BTUH Total Fan Motor AMPS - 1 Phase Model Capacity @ 25° S.T. CFM Standard Motor Optional PSC Motor Number 10 °TD 12 °TD 115V 230V 460V 115V 230V AA18-41B 4100 4900 800 2.0 1.0 0.5 1.0 0.5 AA18 -53B 5300 6400 770 2.0 1.0 0.5 1.0 0.5 AA18 -66B 6600 7900 740 2.0 1.0 0.5 1.0 0.5 AA28 -76B 7600 9100 1460 4.0 2.0 1.0 2.0 1.0 AA28 -97B 9700 11600 1420 4.0 2.0 1.0 2.0 1.0 AA28-106B 10600 12700 1540 4.0 2.0 1.0 2.0 1.0 EL- AA28 -122B 12200 14600 1380 4.0 2.0 1.0 2.0 1.0 U_ AA28 -134B 13400 16100 1480 4.0 2.0 1.0 2.0 1.0 co AA28 -160B 16000 19200 2310 6.0 3.0 1.5 3.0 1.5 AA38 -195B 19500 23400 2220 6.0 3.0 1.5 - 3.0 1.5 AA48 -212B 21200 25400 3080 8.0 4.0 2.0 4.0 2 . 0 AA48-264B 26400 31700 2960 8.0 4.0 2.0 4.0 2 . 0 AA58 -275B 27500 33000 3850 10.0 5.0 2.5 5.0 2.5 AA68 -318B 31800 38200 4620 12.0 6.0 3.0 6.0 3.0 AA68 -390B 39000 46800 4440 12.0 6.0 3.0 6.0 3.0 AA16 -39B 3900 4700 830 2.0 1.0 0.5 1.0 0.5 AA16 -48B 4800 5800 800 2.0 1.0 0.5 1.0 0.5 AA16 -58B 5800 7000 780 2.0 1.0 0.5 1.0 0.5 AA26 -70B 7000 8400 1540 4.0 2.0 1.0 2.0 1.0 AA26 -87B 8700 10400 1500 4.0 2.0 1.0 2.0 1.0 d AA26-115B 11500 13800 1560 4.0 2.0 . 1.0 2.0 1.0 U. 14500 17400 2400 6.0 3.0 1.5 3.0 1.5 co C AA36- 4-7eB' 17000 20400 2340 6.0 3.0 1.5 3.0 1.5 AA46 -192B 19200 23000 3200 8.0 4.0 2.0 4.0 2.0 AA46-230B 23000 27600 3120 8.0 4.0 2.0 4.0 2.0 AA56 -245B 24500 29400 4000 10.0 5.0 2.5 5.0 2.5 AA66-295B 29500 35400 4800 12.0 6.0 3.0 6.0 3.0 AA66-345B 34500 41400 4680 12.0 6.0 3.0 6.0 3.0 AA14-42B 4200 5000 830 2.0 1.0 0.5 1.0 0.5 AA24 -84B 8400 10100 1660 4.0 2.0 1.0 2.0 1.0 d AA24 -105B 10500 12600 1620 4.0 2.0 1.0 2.0 1.0 Li. AA34 -130B 13000 15600 2490 6.0 3.0 1.5 3.0 1.5 AA44-170B 17000 20400 3320 8.0 4.0 2.0 4.0 2.0 AA54 -2156 21500 25800 4150 10.0 5.0 2.5 5.0 2.5 AA64 -255B 25500 30600 4980 12.0 6.0 3.0 6.0 3.0 Ordering Information Required (1) Model number (2) Voltage, frequency and phase of motors and heaters (when applicable) (3) Refrigerant type (4) Evaporator remperature (5) Evaporator T.D. Model Numbering System A A 1 8- 4 1 B - Revision Code All- Temp BTUH in hundreds I Type of Defrost Fins per inch A = Air Defrost E = Electric Defrost H = Hot Gas Re -evap Number of Fans G = Hot Gas Rev. Cycle All-Tern p • Electric Defrost / Specifications Model BTUH Capacity c ' 10° T.D. Motor Amps' Heater Amps Number @ Evaporator Temperature CFM Standard PSC 208/230V 460V Watts -30° -20° -10° +20° 230V 460V 230V 1 PH 3 PH 1 PH AE 16 -36B 3400 3600 3700 3900 830 1.0 0.5 0.5 4.4 2.6 2.2 1000 AE 16-41B 3900 4100 4300 4800 800 1.0 0.5 0.5 4.4 2.6 2.2 1000 4400 4600 4800 5800 780 1.0 0.5 0.5 4.4 2.6 2.2 1000 AE 26 -60B 5700 6000 6200 7000 1540 2.0 1.0 1.0 7.0 6.0 3.5 1600 - 7100 7500 7800 8700 1500 2.0 1.0 1.0 7.0 6.0 3.5 1600 E AE 26 -92B 8700 9200 9600 11500 1560 2.0 1.0 1.0 8.7 7.5 4.4 2000 U- AE 36 -120B 11400 12000 12500 14500 2400 3.0 1.5 1.5 13:0 11.3 6.4 3000 CO AE 36 -140B 13300 14000 14600 17000 2340 3.0 1.5 1.5 13.0 11.3 6.4 3000 AE 46 -164B 15000 16400 17100 19200 3200 4.0 2.0 2.0 17.4 15.1 8.7 4000 AE 46 -185B 17600 18500 19200 23000 3120 4.0 2.0 2.0 17.4 15.1 8.7 4000 AE 56 -210B 20000 21000 21800 24500 4000 5.0 2.5 2.5 - 18.8 10.9 5000 AE 66 -245B 23300 24500 25500 29500 4800 6.0 3.0 3.0 - 22.6 13.0 6000 AE 66 -2808 26600 28000 29100 34500 4680 6.0 3.0 3.Q - 22.6 13.0 6000 AE 14 -37B 3500 3700 3800 4200 830 1.0 0.5 0.5 4.4 2.6 2.2 1000 AE 24 -72B 6800 7200 7500 8400 1660 2.0 1.0 1.0 8.7 7.5 4.4 2000 d AE 24 -85B 8100 8500 8800 10500 1620 2.0 1.0 1.0 8.7 7.5 4.4 2000 u_ AE 34 -105B 10000 10500 10900 13000 2490 3.0 1.5 1.5 13.0 11.3 6.4 3000 't AE 44 -140B 13300 14000 14600 17000 3320 4.0 2.0 2.0 17.4 15.1 8.7 4000 AE 54 -180B 17100 18000 18700 21500 4150 5.0 2.5 • 2.5 - 18.8 10.9 5000 AE 64 -2158 20400 21500 22400 25500 4980 6.0 3.0 3.0 - 22.6 13.0 6000 (1) All fan motors are wired for single phase. Standard motors are shaded pole. High efficiency PSC (Permanent Split Capacitor) motors are optional. r (2) For 208/230 volt models, heaters are wired as standard for single phase on 1 through 4 fan models. 5 and 6 models are wired 3 phase. 460 Volt models are only available in single phase and are compatible with all 3 phase systems. Hot Gas Defrost / Specifications Model Number BTUH Capacity @ 10° T.D. Fan Motor Amps' Re @ Evaporator Temperature CFM Standard PSC HEA Re -Evap Rev. Cycle -30° -20° -10° +20° 115V 230V 460V 115V 230V unmtd. AH 16 -36B AG 16 -36B 3400 3600 3700 3900 830 2.0 1.0 0.5 1.0 0.5 1A AH 16-41B AG 16-41B 3900 4100 4300 4800 800 2.0 1.0 0.5 1.0 0.5 1A AH 16 -46B AG 16 -468 4400 4600 4800 5800 780 2.0 1.0 0.5 1.0 0.5 1A AH 26 -60B AG 26 -60B 5700 6000 6200 7000 1540 4.0 2.0 1.0 2.0 1.0 2A AH 26 -75B AG 26 -75B 7100 7500 7800 8700 1500 4.0 2.0 1.0 2.0 1.0 2A 0 AH 26 -92B AG 26 -92B 8700 9200 9600 11500 _ 1560 4.0 2.0 1.0 2.0 1.0 2A AH 36 -120B AG 36 -120B 11400 12000 12500 14500 2400 6.0 3.0 1.5 3.0 1.5 3A AH 36 -140B AG 36 -140B 13300 14000 14600 17000 2340 6.0 3.0 1.5 3.0 1.5 3A AH 46 -164B AG 46 -164B 15600 16400 17100 19200 3200 8.0 4.0 2.0 4.0 2.0 3A AH 46 -185B AG 46 -1858 17600 18500 19200 23000 3120 8.0 4.0 2.0 4.0 2.0 3A AH 56 -210B AG 56 -210B 20000 21000 21800 24500 4000 10.0 5.0 2.5 5.0 2.5 3A AH 66 -245B AG 66 -245B 23300 24500 25500 29500 4800 12.0 6.0 3.0 6.0 3.0 4A AH 66 -2808 AG 66 -280B 26600 28000 29100 34500 4680 12.0 6.0 3.0 6.0 3.0 4A AH 14 -37B AG 14 -37B 3500 3700 3800 4200 830 2.0 1.0 0.5 1.0 0.5 1A AH 24 -72B AG 24 -72B 6800 7200 7500 8400 1660 4.0 2.0 1.0 2.0 1.0 2A a AH 24 -85B AG 24 -85B 8100 8500 8800 10500 1620 4.0 2.0 1.0 2.0 1.0 2A LL AH 34 -105B AG 34 -105B 10000 10500 10900 13000 2490 6.0 3.0 1.5 3.0 1.5 2A v AH 44 -1408 AG 44 -140B 13300 14000 14600 17000 3320 8.0 4.0 2.0 4.0 2.0 3A AH 54 -1808 AG 54 -180B 17100 18000 18700 21500 4150 10.0 5.0 2.5 5.0 2.5 3A AH 64 -215B AG 64 -2158 20400 21500 22400 _ 25500 4980 12.0 6.0 3.0 6.0 3.0 3A (1) All fan motors are wired for single phase Q j iTeIT1p REFRIGERATION • JOB NAME: ITEM NUMBER: k MODEL NUMBER: BASE EVAPORATOR • • • ;aA 1 4 R42 . y 1 1141 MODEL #OTMD -10 (COMPLETE) STANDARD FEATURES: • N.S.F. APPROVED • HIGH VELOCITY FAN DISCHARGE WITH • U.L. LISTED SCREEN TO PREVENT UNWANTED MATERIAL • C.U.L. APPROVED IN CANADA FROM ENTERING DISCHARGE. WITH • AVAILABLE IN TWO SIZES (1000 & 1500 BTU) OPTIONAL 45 DEFLECTOR, CAN KEEP • 115 VOLT OPERATION CONDIMENT PRODUCT COOL TO MEET N.S.F. • MEDIUM AND HIGH TEMPERATURE STANDARD #7. APPLICATIONS • 4.5" THICK. DESIGNED TO BE MOUNTED • DOUBLE SIDED HORIZONTAL AIR DISCHARGE BEHIND DOOR MULLION • CONSTRUCTED OF ALUMINUM HOUSING AND • DRAIN PAN CAN BE EASILY REVERSED PER COATED EVAPORATOR CORE FOR ADDED JOBSITE CONDITIONS CORROSION PROTECTION OPTIONS: • AVAILABLE TO OPERATE ON REFRIGERANTS • EXPANSION VALVES, THERMOSTAT & R -12, R -22 OR R -502 SOLENOIDS AVAILABLE. EITHER SHIPPED LOOSE • 208 VOLT /1 PHASE OPERATION FOR EITHER OR PRE -PIPED AND PRE -WIRED DOMESTIC OR EXPORT PROJECTS • LIQUID & SUCTION LINES PIPED OUT & • UP AIR DISCHARGE DEFLECTOR SHIPPED UNDER DRY NITROGEN PRESSURE TO • STAINLESS STEEL HOUSING FOR ADDED MAINTAIN THE INTEGRITY OF THE COIL PROTECTION • PRISON PACKAGES FOR ADDED SECURITY DUE TO CONTINUING ENGINEERING IMPROVEMENTS, SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. 10/94 Omn REFRIGERATION JOB NAME: ITEM NUMBER: MODEL NUMBER: • M rN1 ENip R E F t2 1C �ERAT I ON UNIT COOLER INSTALLATION AND MAINTENANCE DATA A E g G F u i j i : A i a � i•iiiii•i•iu•SW O FLOW IR 4 J L� FAN GUARD T /S- U 0 000 �. K 000 I 3 DRAIN DIMENSIONAL DATA OT COIL M� A B C D E F G H J K OTM =10 18" 17-1/2" OTM -12 O TM —15 OTF -13 24 - / 2" 24" 11 -1 /2" 10 -1 /8" 4 -1 /4" 5 -1 /2" 3" 4 -3/8" 1" 3/8" OTF -18 OTM -20 35 -1/2" 35" OTF -20 OTM -30 47 -1/2" 46 -1/8" OTF -30 Inspection When the equipment is received, all items should be carefully le found, It should be reported to the carrier Immediately checked against the bill of lading to make sure all crates and and a claim should be filed. The unit nameplute should cartons hove been received. All units should be carefully be checked to make sure that the voltage agrees with the inspected for hidden damage when received. If any damage power available. I I UNIT COOLER MODEL: OTMD A 1 1-••B•-1 0 a ; J L T/S - AIR FLOW MR FLOW -- FAN GUARD FAN GUARD - C (' 000 f I C IL �'_�J f DRAIN DIMENSIONAL DATA UNIT CONNECTIONS DIMENSIONS SHIP MODEL LIQUID SUCTION CHARGE DRAIN A— LENGTH B —WIDTH C— HEIGHT WT. LBS. OTMD -10 1/4" 3/8" 0.4 1/2"0.D. 18-1/2" 4-1/4" 13 -3/4" 16 OTMD -15 1/4" 3/8" 0.8 1/2"0.D. 25" 4-1/4" 13 -3/4" 18 PERFORMANCE DATA UNIT CAPACITY BTUH AIR AIR MOTOR (60 HZ. 1PH.) FLOW THROW . - - DEL +25F 0 10 TD CFM (FEET) QTY. H.P. RPM WATTS 115V. 208V. OTMD-10 1000 160 6' 2 1/100 3000 33 W 1.1 AMPS. 1.2 AMPS. OTMD -15 1500 240 8' 2 1/70 2450 112W 2.0 AMPS. 2.4 AMPS. � "ex. Arra /�� of tomorrow r dr Re50Nin9 the needs ��5�/ JP P.O. BOX 59148 • NORWALK, CA 90650 -* `, al REFRIGERATION REF ! PH: (310) 923 -9660 • FAX: (310) 862 -7466 MINI -PAK REMOTE AIR - COOLED REFRIGERATION SYSTEM 5/19/2005 • FOR OUTDOOR APPLICATIONS TIGARD_OR05 593 SYSTEM WEIGHT 1,208 # CALIFORNIA PIZZA KITCHEN 37 COIL WEIGHT 693 # TUALATIN, OR 27 SYSTEM MODEL NUMBER - MPL - 3CZ POWER SUPPLY 208 230V /60HZ/3PH FUSE SIZE 70 AMPS SYSTEM ITEM NUMBER - R1 CONNECTED LOAD 54.6 AMPS VERIFY WITH SYSTEM DIMENSIONS - 120" L x 41" W x 39" H MINIMUM CIRCUIT AMPACITY 57.2 AMPS JOB SITE CONDITIONS FIXTURES COMPRESSORS COLDZONE EVAPORATOR COILS PIPING • TEMP. FAN MOTORS DEFROST K E H S T T F 0 3 D I E R R A C 0 A A T I M M F S I S M V A D U M V M V E S S E S I U G E P 0 P E A P O P O M U C L Y N X C E M P E L A F N M EL EL C H I C S U T T R 0 OR T C R T 0 R T R T A T A 0 L T B U I A D W A / I O I D A/ A/ M I R U 0 E E R 0 N E E GP T S T E GP GP p O G I C M R DESCRIPTION E N T L R EH Y T Y L E H EH S NE D K A 25 WALK -IN COOLER 35 25 R -404A CS18K6E 2.0 10.4 208/3 20.2 0 1 AA38 -160B 8.0 115/1 10.4 1 1/8 1/2 TMR -LLS B 24 WALK -IN FREEZER -10 -20 R -404A CF06K4E 1 1/2 6.0 208/3 5.2 E 1 AE26 -60B 2.2 208/1 7.0 208/1 8.2 7/8 3/8 ED -10 C COMBINATION 38 20 R -404A KAR010E 1.0 4.3 208/3 7.2 0 4.3 7/8 3/8 TMR -LLS C1 M28 PASTA CABINET 2 OTM -10 2.6 115/1 C2 M27 REF. EQUIPMENT STAND 2 OTM -10 2.6 115/1 D M68 PASTA COUNTER 38 20 R -404A RS97C1E 1.0 7.0 208/3 9.4 0 3 OTM -18 3.9 115/1 7.0 7/8 3/8 TMR -LLS 2 OTM -10 2.6 115/1 E M30 PANTRY COUNTER 38 20 R -404A CS12K6E 1.5 7.5 208/3 11.8 0 3 OTM -18 3.9 115/1 7.5 7/8 3/8 TMR -LLS 3 OTM -10 3.9 115/1 F M67 PIZZA MAKE -UP COUN 38 20 R -404A RS97C1E 1.0 7.0 208/3 9.4 0 3 OTM -18 3.9 115/1 7.0 7/8 3/8 TMR -LLS 2 OTM -10 2.6 115/1 (2) CONDENSER FAN MOTORS 1/2 4.2 208/1 8.4 E = ELECTRIC DEFROST 0 = OFF -CYCLE DEFROST TALL REFRIGERATION LINES STUB DOWN THRU BASE EACH COMPRESSOR SYSTEM IS SUPPLIED WITH A CRANKCASE HEATER AND HEADPRESSURE CONTROL FACTORY INSTALLED ALL LOW TEMPERATURE SYSTEMS ARE SUPPLIED WITH SUCTION LINE ACCUMULATORS FACTORY INSTALLED ALL COLDZONE EVAPORATOR COILS ARE SUPPLIED WITH MATCHING THERMOSTATS, SOLENOID VALVES, AND EXPANSION VALVES FACTORY INSTALLED REFRIGERATION SYSTEM INCLUDES A MAIN - FUSED DISCONNECT SWITCH FACTORY INSTALLED ColdZone 221 South Berry Street, Brea, California 92621, (800) 772 -2653 office, (714) 529 -8503 fax • 24 INCLUDES FSEC PROVIDED INSULATED FLOOR AND WEARING SURFACE PER SPECS.. ____J 18?,2 . . 86P /5T ' . rD a ri r .(---) Un .1 I � �� . _ .1� i � ___ED co co o� cow L — -- -- ' ts ri 4 e) ® 0 or) __. n a n • 0- A 0 ___==_ 0 \ inP- 0 0 rIllird v cL CO � � > <z J _ t r n r \ ..._ i I CD \ ® 22 • to , 1 ® 1842 � 86P /5T 86P 57 .. 411 I } - rii toa 1860 1860 I 1860 —co 86P/5T `� 1 86P/5T 86P/5T I ` .../ d tii / � � J C (L 0 ` 3=-fi o� 0 — _ 1872 • 1872 ° a 86P /5T 86P /5T 2 u5 S 111872 j C O Q • 6P]5 1848 II r . 86P /5T 1 \\ ni COMMERCIAL rREPRIGcRM1ON INC. BR = 5920 NE GI ISAN • PORTLAND, OREGON 97213 • (503) 234 -6445 • FAX (503) 234 - 0668 Off• 3 2Ez 2A ACC ►tL I . Cold Zone 5 -26 -05 PO Box 1030 Job: CPK Restaurant Brea, CA 92622 -1030 Bridgeport Village Attn: Phil Woods Tualatin, OR Ph: 800 - 772 -2653 Fx: 714 - 529 -8503 We will furnish tubing materials and labor to install the refrigeration for the walk -ins and under counter coolers as follows: Sys Item compressors Evaporators A 25 Walk -in Cooler 2.0 hp 1 ea AA -36 -160 -B B 24 Walk -in Freezer 1.5 hp 1 ea AE- 26 -60-B Cl M28 Pasta Cabinet 1.0 2 ea OTM -10 C2 M27 Ref Eq Stand - 2 ea OTM -10 D M68 Pasta Counter 1.0 3 ea OTM-18 D cont - 2 ea OTM -10 E M30 Pantry Counter 1.5 3 ea OTM -18 E cont - 3 ea OTM-10 F M67 Pasta Counter 1.0 3 ea OTM-18 F cont - 2 ea OTM -10 The Cold Zone preassembled air - cooled compressor rack assembly to be mounted outdoors on the roof of a one -story building above the kitchen. Installation includes tubing, fittings, heat tape, refrigerant, crane, and mechanical permit. One year labor warranty for refrigeration mechanical failures. Installation of refrigeration equipment listed. Erect the walk -in cooler and freezer boxes.. Refrigeration equipment with valves and controls, electrical, roof pad, and roof penetrations by others. CCB #065 2 71 CITY OF TUALATIN RECEIVED JUL 1 8 2005 BUILDING DIVISION SINCE 1949 ftisseI/ re Vir Air Defrost I Specifications BTUH Total Fan Motor AMPS - 1 Phase Model Capacity @ 25° S.T. CFM Standard Motor Optional PSC Motor Number 10 °TD 12 °TD 115V 230V 460V 115V 230V AA 18 -41 B 4100 4900 800 2.0 1.0 0.5 1.0 0.5 AA18 -53B 5300 6400 770 2.0 1.0 0.5 1.0 0.5 AA18 -66B 6600 7900 740 2.0 1.0 0.5 1.0 0.5 AA28 -76B 7600 9100 1460 4.0 2.0 1.0 2.0 1.0 AA28 -97B 9700 11600 1420 4.0 2.0 1.0 2.0 1.0 AA28-106B 10600 12700 1540 4.0 2.0 1.0 2.0 1.0 4. AA28 -122B 12200 14600 1380 4.0 2.0 1.0 2.0 1.0 L.L. AA28 -134B 13400 16100 1480 4.0 2.0 1.0 2.0 1.0 co AA28-160B 16000 19200 2310 6.0 3.0 _ 1.5 3.0 1.5 AA38 -195B 19500 23400 2220 6.0 3.0 1.5 - 3.0 1.5 AA48-212B 21200 25400 3080 8.0 4.0 2.0 4.0 2.0 AA48 -264B 26400 31700 2960 8.0 4.0 2.0 4.0 2.0 AA58 -275B 27500 33000 3850 10.0 5.0 2.5 5.0 2.5 AA68 -318B 31800 38200 4620 12.0 6.0 3.0 6.0 3.0 _ AA68 -3908 39000 46800 4440 12.0 6.0 3.0 6.0 3.0 AA16 -39B 3900 4700 830 2.0 1.0 0.5 1.0 0.5 AA16 -48B 4800 5800 800 2.0 1.0 0.5 1.0 0.5 AA16 -58B 5800 7000 780 2.0 1.0 0.5 1.0 0.5 AA26 -70B 7000 8400 1540 4.0 2.0 1.0 2.0 1.0 AA26 -87B 8700 10400 1500 4.0 2.0 1.0 2.0 1.0 E AA26-115B 11500 13800 1560 4.0 2.0 . 1.0 2.0 1.0 LL _AA36-4411 14500 17400 2400 6.0 3.0 1.5 3.0 1.5 (0 c AA36 -1 oB eta 17000 20400 2340 6.0 3.0 1.5 3.0 1.5 AA46 -192B 19200 23000 3200 8.0 4.0 2.0 4.0 2.0 AA46 -230B 23000 27600 3120 8.0 4.0 2.0 4.0 2.0 AA56-245B 24500 29400 4000 10.0 5.0 2.5 5.0 2.5 AA66 -295B 29500 35400 4800 12.0 6.0 3.0 6.0 3.0 AA66 -345B 34500 41400 4680 12.0 6.0 3.0 6.0 3.0 AA14 -42B 4200 5000 830 2.0 1.0 0.5 1.0 0.5 AA24 -84B 8400 10100 1660 4.0 2.0 1.0 2.0 1.0 AA24-105B 10500 12600 1620 4.0 2.0 1.0 2.0 1.0 LL AA34 -130B 13000 15600 2490 6.0 3.0 1.5 3.0 1.5 AA44 -170B 17000 20400 3320 8.0 4.0 2.0 4.0 2.0 AA54 -215B 21500 25800 4150 10.0 5.0 2.5 5.0 2.5 AA64 -255B 25500 30600 4980 12.0 6.0 3.0 6.0 3.0 Ordering Information Required (1) Model number (2) Voltage, frequency and phase of motors and heaters (when applicable) (3) Refrigerant type (4) Evaporator remperature (5) Evaporator T.D. Model Numbering System A A 1 8- 4 1 B - Revision Code All- Temp BTUH in hundreds I Type of Defrost Fins per inch A = Air Defrost E = Electric Defrost H = Hot Gas Re -evap Number of Fans G = Hot Gas Rev. Cycle ... All-Tern p Electric Defrost / Specifications Model BTUH Capacity @ 10 TD. Motor Amps Heater Amps= Number @ Evaporator Temperature CFM Standard PSC 208/230V 460V Watts -30° -20° -10° +20 230V 460V 230V 1 PH 3 PH 1 PH AE 16 -368 3400 3600 3700 3900 830 1.0 0.5 0.5 4.4 2.6 2.2 1000 AE 16 3900 4100 4300 4800 800 1.0 0.5 0.5 4.4 2.6 2.2 1000 AE 46=4613"\ 4400 4600 4800 5800 780 1.0 0.5 0.5 4.4 2.6 2.2 1000 r AE 26 - 60B 5700 6000 6200 7000 1540 2.0 1.0 1.0 7.0 6.0 3.5 1600 AE' - 5B 7100 7500 7800 8700 1500 2.0 1.0 1.0 7.0 6.0 3.5 1600 AE 26 -928 8700 9200 9600 11500 1560 2.0 1.0 1.0 8.7 7.5 4.4 2000 LL AE 36 -120B 11400 12000 12500 14500 2400 3.0 1.5 1.5 13:0 11.3 6.4 3000 D AE 36 -140B 13300 14000 14600 17000 2340 3.0 1.5 1.5 13.0 11.3 6.4 3000 AE 46-164B 15000 16400 17100 19200 3200 4.0 2.0 2.0 17.4 15.1 8.7 4000 AE 46 -1858 17600 18500 19200 23000 3120 4.0 2.0 2.0 17.4 15.1 8.7 4000 AE 56 -210B 20000 21000 21800 24500 4000 5.0 2.5 2.5 - 18.8 10.9 5000 AE 66 -245B 23300 24500 25500 29500 4800 6.0 3.0 3.0 - 22.6 13.0 6000 AE 66 -280B 26600 28000 29100 34500 4680 6.0 3.0 3.0 - 22.6 13.0 6000 AE 14 -378 3500 3700 3800 4200 830 1.0 0.5 0.5 4.4 2.6 2.2 1000 AE 24 -72B 6800 7200 7500 8400 1660 2.0 1.0 1.0 8.7 7.5 4.4 2000 E AE 24 -85B 8100 8500 8800 10500 1620 2.0 1.0 1.0 8.7 7.5 4.4 2000 U` AE 34 -105B 10000 10500 10900 13000 2490 3.0 1.5 1.5 13.0 11.3 6.4 3000 v AE 44 -1408 13300 14000 14600 17000 3320 4.0 2.0 2.0 17.4 15.1 8.7 4000 AE 54 -180B 17100 18000 18700 21500 4150 5.0 2.5 2.5 - 18.8 10.9 5000 AE 64 -215B 20400 21500 22400 25500 4980 6.0 3.0 3.0 - 22.6 13.0 6000 (1) All fan motors are wired for single phase. Standard motors are shaded pole. High efficiency PSC (Permanent Split Capacitor) motors are optional. (2) For 208/230 volt models, heaters are wired as standard for single phase on 1 through 4 fan models. 5 and 6 models are wired 3 phase. 460 Volt models are only available in single phase and are compatible with all 3 phase systems. Hot Gas Defrost / Specifications Model Number BTUH Capacity @ 10° T.D. Fan Motor Amps' Re @ Evaporator Temperature CFM Standard PSC HEA Re - Evap Rev. Cycle -30° -20° -10° +20° 115V 230V 460V 115V 230V Unmtd. AH 16 -366 AG 16 -36B 3400 3600 3700 3900 830 2.0 1.0 0.5 1.0 0.5 1A AH 16-41B AG 16-41B 3900 4100 4300 4800 800 2.0 1.0 0.5 1.0 0.5 1A AH 16 -46B AG 16 -46B 4400 4600 4800 5800 780 2.0 1.0 0.5 1.0 0.5 1A AH 26 -60B AG 26 -60B 5700 6000 6200 7000 1540 4.0 2.0 1.0 2.0 1.0 2A _ AH 26 -758 AG 26 -75B 7100 7500 7800 8700 1500 4.0 2.0 1.0 2.0 1.0 2A E AH 26 -92B AG 26 -92B 8700 9200 9600 11500 1560 4.0 2.0 1.0 2.0 1.0 2A L_ AH 36 -120B AG 36 -120B 11400 12000 12500 14500 2400 6.0 3.0 1.5 3.0 1.5 3A AH 36 -140B AG 36 -1408 13300 14000 14600 17000 2340 6.0 3.0 1.5 3.0 1.5 3A AH 46 -1648 AG 46 -164B 15600 16400 17100 19200 3200 8.0 4.0 2.0 4.0 2.0 3A AH 46 -185B AG 46 -1858 17600 18500 19200 23000 3120 8.0 4.0 2.0 4.0 2.0 3A AH 56 -210B AG 56 -210B 20000 21000 21800 24500 4000 10.0 5.0 2.5 5.0 2.5 3A AH 66 -245B AG 66 -245B 23300 24500 25500 29500 4800 12.0 6.0 3.0 6.0 3.0 4A AH 66 -2808 AG 66 -280B 26600 28000 29100 34500 4680 12.0 6.0 3.0 6.0 3.0 4A AH 14 -378 AG 14 -37B 3500 3700 3800 4200 830 2.0 1.0 0.5 1.0 0.5 1A AH 24 -72B AG 24 -728 6800 7200 7500 8400 1660 4.0 2.0 1.0 2.0 1.0 2A EL AH 24 -858 AG 24 -85B 8100 8500 8800 10500 1620 4.0 2.0 1.0 2.0 1.0 2A LL AH 34 -105B AG 34-105B 10000 10500 10900 13000 2490 6.0 3.0 1.5 3.0 1.5 2A v AH 44 -140B AG 44-140B 13300 14000 14600 17000 3320 8.0 4.0 2.0 4.0 2.0 3A AH 54 -180B AG 54 -1808 17100 18000 18700 21500 4150 10.0 5.0 2.5 5.0 2.5 3A AH 64 -215B AG 64 -2158 20400 21500 22400 25500 4980 12.0 6.0 3.0 6.0 3.0 3A (1) All fan motors are wired for single phase • jiTemp REFRIGERATION JOB NAME: NSA® LISTED ITEM NUMBER: �� MODEL NUMBER: BASE EVAPORATOR • F n ; .. a .. µms , .vr h y �i - MODEL #OTMD -10 (COMPLETE) STANDARD FEATURES: • N.S.F. APPROVED • HIGH VELOCITY FAN DISCHARGE WITH • U.L. LISTED SCREEN TO PREVENT UNWANTED MATERIAL • C.U.L. APPROVED IN CANADA FROM ENTERING DISCHARGE. WITH • AVAILABLE IN TWO SIZES (1000 & 1500 BTU) OPTIONAL 45 DEFLECTOR, CAN KEEP • 115 VOLT OPERATION CONDIMENT PRODUCT COOL TO MEET N.S.F. • MEDIUM AND HIGH TEMPERATURE STANDARD #7. APPLICATIONS • 4.5" THICK. DESIGNED TO BE MOUNTED • DOUBLE SIDED HORIZONTAL AIR DISCHARGE BEHIND DOOR MULLION • CONSTRUCTED OF ALUMINUM HOUSING AND • DRAIN PAN CAN BE EASILY REVERSED PER COATED EVAPORATOR CORE FOR ADDED JOBSITE CONDITIONS CORROSION PROTECTION OPTIONS: • AVAILABLE TO OPERATE ON REFRIGERANTS • EXPANSION VALVES, THERMOSTAT & R -12, R -22 OR R -502 SOLENOIDS AVAILABLE. EITHER SHIPPED LOOSE • 208 VOLT /1 PHASE OPERATION FOR EITHER OR PRE -PIPED AND PRE -WIRED DOMESTIC OR EXPORT PROJECTS • LIQUID & SUCTION LINES PIPED OUT & • UP AIR DISCHARGE DEFLECTOR SHIPPED UNDER DRY NITROGEN PRESSURE TO • STAINLESS STEEL HOUSING FOR ADDED MAINTAIN THE INTEGRITY OF THE COIL PROTECTION • PRISON PACKAGES FOR ADDED SECURITY DUE TO CONTINUING ENGINEERING IMPROVEMENTS, SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. 10/94 Omni REFRIGERATION JOB NAME: ITEM NUMBER:_ MODEL NUMBER: iN 4 DIVIINITEM REFRicjERATION UNIT COOLER INSTALLATION AND MAINTENANCE DATA A E J � 1 J AIR O FLOW FAN GUARD T/S -O U 0 K- 000 a o - - - -f 000 I I, LK , r} DRAIN DIMENSIONAL DATA OT COIL MODEL A B C D E F G H J K OTM -10 18" 17 -1/2" OTM -12 O TM -15 OTF -13 24 -1/2" 24" 11 -1/2" 10 -1/8" 4 -1/4" 5 -1/2" 3" 4 -3/8" 1" 3/8" OTF -18 OTM -20 35 -1/2" 35" OTF -20 OTM -30 47 -1/2" 46 -1/8" OTF -30 Inspection When the equipment Is received, all Items should be carefully le found, it should be reported to the carrier Immediately checked against the bill of lading to make sure all crates and and a claim should be filed. The unit nameplate should cartons hove been received. All units should be carefully be checked to make sure thot the voltage agrees with the inspected for hidden damage when received. If any damage power available. • UNIT COOLER MODEL: OTMD • A [..B AIR FLOW L AIR FLOW -- FAN GUARD FAN GUARD - C 1 000 f II ==. i'� DRAIN DIMENSIONAL DATA UNIT CONNECTIONS DIMENSIONS SHIP MODEL LIQUID SUCTION CHARGE DRAIN A- LENGTH B -WIDTH C- HEIGHT WT. LBS. OTMD -10 1/4" 3/8" 0.4 1/2"0.D. 18-1/2" 4-1/4" 13 -3/4" 16 OTMD -15 1/4" 3/8" 0.8 1/2"0.D. 25" 4-1/4" 13 -3/4" 18 PERFORMANCE DATA UNIT CAPACITY BTUH AIR AIR MOTOR (60 HZ. 1PH.) FLOW THROW - - - MODEL +25F © 10 1D CFM (FEET) QTY. H.P. RPM WATTS 115V. 208V. OTMD -1� 1000 160 6' 2 1/100 3000 33 W 1.1 AMPS. 1.2 AMPS. OTMD -15 1500 240 8' 2 1/70 2450 112W 2.0 AMPS. 2.4 AMPS. /ice the needs of to 1tiiS�i Re50viin9 � 4 ∎Larf 11t�lwl P.O. BOX 59148 • NORWALK, CA 90650 v 4114111k1 Ur NI/ - 44 i AI :' REF PH: (310) 923 -9660 • FAX: (310) 862 -7466 RIGERMO MINI -PAK REMOTE AIR - COOLED REFRIGERATION SYSTEM 5/19/2005 FOR OUTDOOR APPLICATIONS TIGARD OR 05 593 SYSTEM WEIGHT 1,208 # CALIFORNIA PIZZA KITCHEN 37 COIL WEIGHT 693 # TUALATIN, OR 27 SYSTEM MODEL NUMBER - MPL - 3CZ POWER SUPPLY 208 230V /60HZ/3PH FUSE SIZE 70 AMPS SYSTEM ITEM NUMBER - R1 CONNECTED LOAD 54.6 AMPS VERIFY WITH SYSTEM DIMENSIONS - 120" L x 41" W x 39" H MINIMUM CIRCUIT AMPACITY 57.2 AMPS JOB SITE r CONDITIONS l FIXTURES COMPRESSORS COLDZONE EVAPORATOR COILS PIPING . TEMP. FAN MOTORS DEFROST K E H S T I T F O S D I E R R A C Q A A T I M M F S I S M V A D U M V M V E S S E S I U G E P 0 P E A P O P O M U C L Y N X C E M PE L A F N M EL EL C H I C S U T T R 0 OR T C R T 0 R T R T A T A Q L T B U I A D W A / I O I D A / A / M I R U 0 E E R 0 N E E G P T S T E GP GP p O G I C M R DESCRIPTION E N T L R E H Y T Y L EH EH S NE D K A 25 WALK -IN COOLER 35 25 R -404A CS18K6E 2.0 10.4 208/3 20.2 0 1 AA38 -160B 8.0 115/1 10.4 1 1/8 1/2 TMR -LLS B 24 WALK -IN FREEZER -10 -20 R -404A CF06K4E 1 1/2 6.0 208/3 5.2 E 1 AE26 -60B 2.2 208/1 7.0 208/1 8.2 7/8 3/8 ED -10 C COMBINATION 38 20 R -404A KAR010E 1.0 4.3 208/3 7.2 0 4.3 7/8 3/8 TMR -LLS C1 M28 PASTA CABINET 2 OTM -10 2.6 115/1 C2 M27 REF. EQUIPMENT STAND 2 OTM -10 2.6 115/1 D M68 PASTA COUNTER 38 20 R -404A RS97C1E 1.0 7.0 208/3 9.4 0 3 OTM -18 3.9 115/1 7.0 7/8 3/8 TMR -LLS 2 OTM -10 2.6 115/1 E M30 PANTRY COUNTER 38 20 R -404A CS12K6E 1.5 7.5 208/3 11.8 0 3 OTM -18 3.9 115/1 7.5 7/8 3/8 TMR -LLS 3 OTM -10 3.9 115/1 F M67 PIZZA MAKE -UP COUN 38 20 R -404A RS97C1E 1.0 7.0 208/3 9.4 0 3 OTM -18 3.9 115/1 7.0 7/8 3/8 TMR -LLS 2 OTM -10 2.6 115/1 (2) CONDENSER FAN MOTORS 1/2 4.2 208/1 _ 8.4 E = ELECTRIC DEFROST 0 = OFF -CYCLE DEFROST TALL REFRIGERATION LINES STUB DOWN THRU BASE EACH COMPRESSOR SYSTEM IS SUPPLIED WITH A CRANKCASE HEATER AND HEADPRESSURE CONTROL FACTORY INSTALLED ALL LOW TEMPERATURE SYSTEMS ARE SUPPLIED WITH SUCTION LINE ACCUMULATORS FACTORY INSTALLED ALL COLDZONE EVAPORATOR COILS ARE SUPPLIED WITH MATCHING THERMOSTATS, SOLENOID VALVES, AND EXPANSION VALVES FACTORY INSTALLED REFRIGERATION SYSTEM INCLUDES A MAIN - FUSED DISCONNECT SWITCH FACTORY INSTALLED ColdZone 221 South Berry Street, Brea, California 92621, (800) 772 -2653 office, (714) 529 -8503 fax • 24 INCLUDES FSEC PROVIDED INSULATED FLOOR AND WEARING SURFACE PER SPECS.. ___] r — 18-72 • • 86P/5 • ga , _ . . _ 0 0 • f 1 I t r I �� r �� 1�. 1 ---1 „---1 ,,,,:, a ,, \ 00 LC' 0 0 ' I 0 ,I_I • � M6 ® 0 __ n a n 0 IL - J M5 a 41, � ` ! 0 �� 1 u• � r7 a 1 r _ ■ s v a I I • • • ® — ,� I. ®m ` 11 III ® 22 lib ,._, . 411Dik!D CO [ 1842 1860 ! 86P/5T :6P 5T - bl■ 0 1 �a J ,,, 1860 1860 /' oO 86P /5T 86P /5T 86P/5T 00 i E 1872 L.., o� ® X � � 86P/5T 86P/5T 86P up 0 �� 86P/5T _ ® . 11872 j u �� 0 r, 86P]5r ' r 1848 , _ r, 86P/5T r ■ 7 i III V - i > w I I ‘ 1 1 1 vv nr.a, 1 , FAX 503 692 5421 CITY OF TUALATIN t 002 TRI -COUNTY t sERV 0ENTER m meal Permit Application OFFICE U SE OtiLv . ! x + ` r " ,,. alat Date received: , - Q,5- :: 7 Jam e: , 4 9' PO Bo. 69, Tualatin, OR 97062 Project/appl_ no.: --: Clackamas ('hone: (503) 692 -2000, FAX. (503) 692 -5421 Date issued: 0 -0 S By. Receipt no. 2 6; , Muitnornah Internet address: www.d.tualatin.or.us .r Washi ngton Case file no.: `"• Payment typo; c o u T t e s Land use approval: '��' Building permit no.: *`tar 4i'V ", 4 ity&Ai -- TYPE OF PERMIT . , ❑ I & 2 family dwelling or accessory XCotnmercial s fist. 0 Multi - family 0 Tenant improvement 0 New construction 0 Addition/alteration/replacement 0 Other; JOB •SItE-.INFORMATION- CO'I%IFRCIr1L VALUA TION SCIIEUCI,E X Job address: IMF_ _ r�+ Indicate equipment quantities in bones below. Indicate the dollar Bldg. no.: Z Suite n•.: value of all mechanical © erui meat, labor, overhead, Tax map/tax lot/account no.: profit- Value S _ 4 sc7 Lot: (Block _ �� JJJ Subdivision: A pr *See checklist for important application information and Project ; r - 4 . - ; v,. .. ' -, jurisdiction's fee scheduk for reside uial permit fee. City/county: ,y ZIP: I & .2 FAMILY E) ELLING PLR11IT FEE SCIIEPI.7,E - ., on and locatiop of work on premises rt • / AND COMI11I:RICAIJINDL'SCRL1L EQLIPMENTSCIIEDCLE << /Cittf :trap a� t d kUC. 60 :S Est. date of eompletiow nspectioa Desojtion �u El Res. Fee (ea.) Total Res. o Tenant improvement or change of use: l3YA : I Is existing Air handling unit CFM g space heated or conditioned . 0 Y es ❑ No -Is existing apace insulated? 0 Yes ❑ No Air conditioning (arils plan required) Alteration of existing HVAC system 11IEC11ANICAL CONTRACTOR :° CNcompressors Business nom Al Ace Q , •, State boiler permit no.: r, -f<O�J HP Addrr-.. 7 �r S Fire/smo dampers/duct smoke detector Tons BTU/H A � City: M& State ZIP: — "Mt pump (site plan required) II Phone: L c(1./S Fax :2 •2 jc/ -GY�6 E -mail: Install/rep . 0 r g CCB no.: , s Including ductwork/vent liner 0 Yes ❑ No City/metro lie. no.: Install/replacclrelocate heaters - suspended. wall, or floor mounted Name (please print): ,1 (J1 rr G Cc4.144ic i Vent for appliance other than furnace CONTACT PERSON - Refrigeration: Name: 6 Ate A 1 � � Absorption units • B Address: ej:_fc) (1 chillers Hp Compressors HP City: State: i �; En vu - oamea tat exha and ventilation: p L - _ Appliance vent Fax: )-mail: D exhaust . OWNER - Hoods, ype If II/res. kitchen/harms( Name: hood fire suppression system Exhaust fan with single duct (bath fans) Mailing address- Exhaust system apart from heating or AC City: State. 1 p. Fuel piping and distribution (up to 4 outlets) Phone: Fax: E - mail: Type LPG NG Oil Fuel i in each additional over 4 outlets Process piping (arc ematrc required) Name: Number of outlets Address: — - -- Other listed appliance or equipment: Cit Decorative fireplace y' _ State: ZIP: Insert _type Phone: Fax: E-mail: Woodstove/pellet stove Applicant's signature: i �'5!/ a / 2C: Other. �� %r Name (print / 10 Other. den_n.Y 144, Gonettck ' Not all i dicvooe accept credit cords. please call jurisdictiod far runs Wormaticu O Visa r! 0 �. Cd Notice: This Permit applicaBaa Permi fee... ...... L ...... . O MasterCard Gsdil cod number. r inn r a permit ' Minimum fee .3:... S 5 / / P f P is not obtained Plan review (at ` %) S Eapin. within ISO days after it has been ~ ~— barge (896) $ Name of cardholder as shows o. t rcdit card Stat surf accepted as complete. Cardholder a a,arurs $ TOTAL / f (� . `�' Amw Ain -44w iamoicomi ke/ers eye e w co- - rnfi/e 4 7 /ac3`o& Q a-. it Mechanical Permit Application • , %� OFFICE USE ONLY City of Tualatin 18880 SW Martinazzi Ave ✓ a �/° ' Dat r c / / Dr _ P r t# Tualatin, OR 97062 r 1 Date.issued By 1 Phone 503- 691 -3044 Fax 692 -5421 R ece ipt www.ci.tualatin.or.us f -02 -0 5 7 . 7 ^^, at Li;: € -. 4 w si ; er t -0: . R t ` = w4 ` fi A:e ` ' t -€ °n' , fi 1. ,..sr F A. ,...r k t t r t a t '<' ; 5 . F 'a 'b .tl l s i a� i' \ c x � 0 1 .3 1{, , c f t, � ' i ... s . ...�Y�. . -s.z +�.w�� - . sa t 4z��'.- �Y.bi+�"�• 4 I ew construction ❑ Addition /alteration/replacement Mechanical permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Demolition ❑ Other mechanical materials, equipment, labor overhead, mod profit. L . ,�„ . 4 ,zs�N: €M . gi p ; r .�: . . t .t _ :i '' . �1 . 4-. `,,. _Ot . '+M ".. 1 , - - „, y � Value $ Q / Q. ❑ 1- and 2- family dwelling I! ommercial /industrial ❑ Accessory building _ { : ef� x�w u � �' = 111 Multi- family ❑ Master builder ❑ Other: For special information use checklist. "j a � Description I Qty. I Ea. I Total �+��.tis.Asa�, Heating/cooling Job site address: - 1 3 15 , 8 Q , O GE poe-r 2.c) Furnace add-on air �v conditioning 15.00 City/ State/ZIP: --r1G Az D aQ, Gas heat pump 15.00 Suite/bldg. /apt. no.: R 202 I Project name:pti,,,,P Vi,r Duct work 15.00 Hydronic hot water system 15•00 Cross street/directions to job site: Residential boiler (radiator 15.00 or hydronic) Unit heaters (fuel -type, not 15.00 electric), in -wall, in -duct, suspended, etc. Flue /vent for any of above 15.00 Subdivision: Lot no.: Other: Other fuel appliances Tax map /parcel no.: Water heater 15.00 : r .- n »i s I n. ti � �'4 m� i' I. a ra l � . °; ?e '' `, s it �a ' Gas fireplace 15.00 .. "� �:.�,�._" �*_:. ` ��`'�``'�"�"� :.�.. - Flue vent for water heater 15.00 Gam, ? tl'aL2 or gas fireplace Log lighter (gas) 15 -00 • Wood/pellet stove 15.00 Wood fireplace/insert 15.00 Chimney /liner /flue /vent 15.00 's.'$ C .. -. ""' '..k sY"r r „z sc Y °.* ,--• .� Other: -4? .1.x 4 e +4� e, .,' . . 0 A ° a� ` f T t' i �Pt . - .. 1'= T•. - = `et V ° - -• - -_ -•-�- .?`_t 3 Env exhaust and ventilation Name: Range hood /other kitchen 9 , 15.00 Address: equipment Clothes dryer exhaust 15.00 City / State/ZIP: Single -duct exhaust 15.00 (bathrooms, toilet Phone: ( ) Fax: ( ) compartments, utility rooms) x,v �- e �r a%`f -� -s-- ti! Attic /crawlspace fans 15.00 r . ,4 Other: Business name: 115>` Mbl Fuel r in PP K _ Contact name: I"IuQy $15.00 for first four; $_.7.50_ for each additional co Furnace, etc. • Address: S �(DZ ti . E. b 114 `jrl Gas heat pump 5 City /State/ZIP: V� r.„.1 W l�v EQ (Jr., , q 2 ( Wall/suspended/unit heater CO Water heater Phone: (°j.0) 515 - tint 1 Fax: (3(,p ) 513-5303 Fireplace E -mail t,c:ll 3(oG V6- r -- � It -F0r Range . r „ I .4 `. ' ri - CQN 4 W'~ ' ° � Barbecue V � .,, ' Clothes dryer (gas) Business name: k E RiAmo 1 UL Other: Total Outlets ' Address: " 3 A ' r MECHANICAL PERMIT FEES* City/ State/ZIP: Subtotal .20a . 00 4f Minimum permitfe),70 44 Phone: ( ) Fa x: ( ) Plan review (.% of permit fee) / 31. 30 I I �.5 State surcharge (8% of permit fee) / 6 ,I to CCB lie.: L TOTAL PERMIT FEE ' Lf O, 3 J Authorized 7C4,....----- This permit application expires if a permit is not obtained signature: �j" within 180 days after it has been accepted as complete. I Print name: a 2M S Date: • Fee methodolog y set by Tri -County Building industry Service Board P F 0 ; .. dr. I ! / ' oi,. . r1. ‘,........e 1.... ' •7r..A C (4.12 I CI TY OF TUALATIN - BUILDING DI VISION PERMT 18880 SW MARTI NAZZI AVENUE, TUALATI N, OR 97062 OFFICE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 INSPECTION LINE REQUEST DEADLINE 5:00 P.M Appl i cation Number 05- 00003775 Date 8/02/05 Property Address 7315 SW BRI DGEPORT RD TAX ACCOUNT NUM3 E R . 2S 1 WI 3 DB 01 700 ALTERNATE I D 01252500 Tenant nbr, name CALI FORNI A PI ZZA KI TCHEN Appl i cation description . . CONNERCI AL ADD /ALT / REPAI R Subdivision Name NOT I N SUB DI VI S ON Property Use Property Zoni ng GENERAL COI+ERCI AL Application valuation . . . 650000 Owner Contractor CIE R Structure Information TENANT I M'ROVENENT Construction Type TYPE I I CONST Occupancy Type 1st RCANTI LE Other struct info FI RST FLOOR SQUARE FOOT 6863.00 Permit NE CHANI CAL PERM T Additional des c . TENANT NECHANI CAL Perri t Fee . . . 685. 35 PI an Check Fee . . 445. 48 Issue Date . . . 5/12/05 Valuation . . . . 165000 Expiration Date . 1/10/06 Qty Unit Charge Per Extension BASE FEE 498. 15 65.00 2.8800 THOU BLDG, VAL 100001 AND UP 187.20 Per ni t NE CHANT CAL PERM T Additional desc . REF RI GERATI ON/WALK- I N' S Perri t Fee . . . 283. 00 PI an Check Fee . . 198. 13 Issue Date . . . 8/02/05 Valuation . . . . 6800 Expiration Date . 1/30/06 Qty Unit Charge Per Extension BASE FEE 148.00 5. 00 27. 0000 THOU BLDG, VAL 2001- 25000 135. 00 Per ri t NE CHANT CAL PERM T Additional des c . GAS PI PI NG Perri t Fee . . . 202. 00 PI an Check Fee . . 141.40 Issue Date . . . 8/02/05 Valuation . . . . 4000 Expiration Date . 1/30/06 PERMT MIST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERMT WI L L B E CONE NULL AND VOID I F WORK I S NOT COMNE NC D WI THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. CI TY OF TUALATIN - BUILDING DIVISION PERMT 18880 S W M R T I N A Z Z I AVENUE, TUALATI N, OR 97062 OFFICE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Application Number Page 2 05- 00003775 Date 8/02/05 Qty Unit Charge Per Extensi on BASE FEE 148.00 2. 00 27. 0000 THOU BLDG, VAL 2001- 25000 54. 00 Other Fees SEWER CONNECTION - USA 41500.00 SURCHARGE- BLDG 172. 73 SURCHARGE- P L B G 98. 64 SURCHARGE- NE.CH 93. 62 S URCHARGE- F I RE ALARM 7. 28 SURCHARGE- FI RE SPRI NKLER 13. 44 Fl RE LI FE SAFETY B 863. 66 Fl RE LI FE SAFETY A 40. 95 Fl RE LI FE SAFETY S 75. 60 Fl RE LI FE SAFETY M 468. 12 TRFC IMPACT - SPECI AL/ WA CO 19316. 93 Fee summary Charged Pai d Credi ted Due Permit Fee Total 1170. 35 1170. 35 .00 . 00 PI an Check Total 785.01 785.01 .00 . 00 Other Fee Total 62650. 97 62650. 97 . 00 . 00 Grand Total 64606. 33 64606. 33 . 00 . 00 PERMT MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERM T VVI LL BE CONE NULL AND VOl D I F WORK I S NOT COMA. NICE D VVI THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. Building Permit Application of Tualatin Date ce'ved Permit # 1 8880 SW Martinazzi Ave 3 D - 377.5 - Tualatin, OR 97062 1f Date issued By Phone 503- 691 -3044 Fax 693 -5421 s Receipt . ww.ci.tualatin.or.us / 5 'l 3 w TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY DWELLING ® New construction ❑ Demolition Permit fees* are based on the value of the work performed. ❑ Addition/alteration/replacement ❑ Other: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ 1- and 2- family dwelling ® Commercial/industrial Valuation ❑ Accessory building ❑ Multi - family Number. of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 7315 SW Bridgeport Road New dwelling area: square feet City/State/ZIP: Tualatin, OR 97224 Garage/carport area: square feet Suite/bldg. /apt. no.: Building R2 Space R202 Project name: California Pizza Kitchen Covered porch area: square feet Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Subdivision: I Lot no. equipment, materials, labor, overhead, and the profit for the/ Tax map /parcel no. as/ w /3.0Q /700 work indicated on this application. DESCRIPTION OF WORK Valuation 5650,000•00 Tenant improvements of an existing shell to be converted into a new 6,863 sq. ft. Existing building area: 6,863 square feet California Pizza Kitchen restaurant. New building area: 0 square feet Number of stories: 1 Type of construction: 2 -B ❑ PROPERTY OWNER ® TENANT Occupancy groups: Name: California Pizza Kitchen do Tom Beck Existing: N/A Address: 6053 West Century Blvd., Suite 1100 New: A3 City/State/ZIP: Los Angeles, CA 90045 NOTICE Phone:: (310) 342 -4648 Fax: (310) 342 -7748 All contractors and subcontractors are required to be ® APPLICANT ® CONTACT PERSON licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Business name: Fancher Development Services jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reasons Contact name: Nina Raey apply: Address: 1342 Bell Ave., Suite 3K City/State /ZIP: Tustin, CA 92780 Phone: (714) 258 - 1808 Fax:: (714) 258 - 2401 E -mail: fandev @direcpc.com CONTRACTOR BUILDING PERMIT FEES* )3usiness name: n N 7 ComStieoe,7" /OYI 1 p h2 _ `. Please refer to fee schedule Address: /QIQ/SOtt /q U� • Fees due upon application City/State/ZIP: 3 - 0 n , /17/9 • Q a g Phone,/ 7 - , ' ' - 7a ,R 5— I Fax: 6 � 7 -4 d 2 . 200 CCB lic.: / J Amount received a U 7 , $" Date received: This permit application expires if a permit is not obtained Authorized � within 180 days after it has been accepted as complete signature: / * Fee methodology set by Tri-County Building Industry Service Board Print name: /. N/ 5/0/74, Date: 08 — 0005 440 -4613T (11 /02/COM/WEB) L wv.`cA_ 3- fi(-0c-- eiaziefivnez- 6 so, voo • 05 3 7 7 23 1° 020 f,2 /5? /35 1 0 4 --is -4 03— /e,e,..5-7101 C ZZA le ttA—L 0? 3 3- 00 N as I s:9 p o orl,s z‘,/, it/ k(Dp..)5 1 , 5W Of- / 316,93 K I/AA /13°7—`111"-`fL A ige" 411LP 71- ft-tAiL 6 85 3 5 -- P 4L 126.4...4 AA-T 194 d-04 T. 44 g'-fA 0 SY 83 // Pp 4 E x t o 4_,_,2_ 1 / /70. " 9e-reteirttr‘t m g ecp. 424-e-A-4 104-t-J2-- 6 10. 00 pike qo.ou WY/0 Aka fideetc. _ -ref- ipsvNickivikc_tt 9s1—fi , CI TY OF TUALATI N . BUILDING DIVISION PERM 1 8 8 8 0 S W M R T I N A Z Z I AVENUE, T UAL ATI N, OR 97062 OFFI CE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Appl i cation Number 05- 00003775 Date 5/12/05 Property Address 7315 SW BRI DGEPORT RD TAX ACCOUNT NUMBER 2S 1 W1 3 DB 01 700 ALTERNATE I D 01252500 T e n a n t n b r , name C A L I F O R N I A P I Z Z A KI TCHEN Appl i cati on description . . COMvERCI AL ADD /ALT /REPAI R S u b d i v i s i on Name NOT I N S U B D I V I S I O N Property Use Property Zoni ng GENERAL CONNERCI AL Application val uati on . . . 650000 Owner Contractor OWNER Structure Information TENANT I NPROVENENT Construction Type TYPE I I CONST Occupancy Type NERCANTI LE Other struct info Fl RST FLOOR SQUARE FOOT 6863.00 Permit BUI LDI NG PERM T Addi ti onal des c . . TENANT I M'ROVENENT Permit Fee . . . . 2082. 15 PI an Check Fee . . 1353. 40 Issue Date . . . . 5/12/05 Valuation . . . . 650000 Expiration Date . . 11/08/05 Qty Unit Charge Per Extensi on BASE FEE 498. 15 550.00 2.8800 THOU BLDG, VAL 100001 AND UP 1584.00 Per mi t NE CHANI CAL PERM T A d d i t i o n a l des c . TENANT frECHANI CAL Permit Fee . . . 685. 35 PI an Check Fee . . 445. 48 Issue Date . . . 5/12/05 Valuation . . . . 165000 Expi rati on Date . 11/08/05 Qty Unit Charge Per Extension BASE FEE 498. 15 65.00 2. 8800 THOU BLDG, VAL 100001 AND UP 187. 20 P e r m i t PLUNBI NG PERM T- COMW I NDUS Additional des c . . TENANT I M'ROVENENT Permit Fee . . . . 1233. 00 PI an Check Fee . . 308. 25 Issue Date . . . . 5/12/05 Valuation . . . . 0 Expi ration Date . . 11/08/05 PERM MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERM WI L L BECOME NULL AND VOID I F WORK I S NOT CONVE NC D W THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. 1 CI TY OF TUALATIN -. BUI el_ DING DIVISION PERMT 18880 S W MARTI NAZZI AVENUE, TUALATI N, OR 97062 O F F ! CE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Page 2 Appl i cati on Number 05- 00003775 Date 5/12/05 Qty Unit Charge Per Extension 2.00 9.0000 EA PLBG, WATER HEATER 18.00 5.00 9.0000 EA PLBG, WATER CLOSET/ BI DET 45.00 22. 00 9. 0000 EA PLBG, LAVATORY - WASH BASIN 198. 00 1.00 9. 0000 EA PLBG, URI NAL 9. 00 32. 00 9. 0000 EA PLBG, FLOOR DRAI N/ FLOOR SINK 288. 00 69.00 9.0000 EA PLBG, OTHER SAN OR POTABLE 621.00 6. 00 9. 0000 EA PLBG, BACK FLOW PREVENT DEVI CE 54. 00 Other Fees SEWER CONNECTI ON - USA 41500.00 SURCHARGE- BLDG 166. 57 SURCHARGE - PLBG 98. 64 SURCHARGE- NE CH 54. 83 Fl RE LI FE SAFETY B 832. 86 Fl RE LI FE SAFETY M 274. 14 TRFC I M?ACT- SPECI AL /WA CO 19316. 93 Fee summary Charged Paid Credi ted Due Per mi t Fee Total 4000. 50 4000. 50 . 00 . 00 PI an Check Total 2107. 13 2107. 13 .00 .00 Ot her Fee Total 62243. 97 62243. 97 . 00 . 00 Grand Total 68351.60 68351.60 . 00 . 00 PERMT MST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERMT WM LL BE CONE NULL AND VOID I F WORK I S NOT COMENCED WITHIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. Mechanical Permit App Application �� Ci of Tualatin h' � Date received Permit # 18880 SW Martinazzi Ave 31-05- ' O S 05-377s Tualatin, OR 97062 Date issued By � j / / z Phone 503 -691 -3044 Fax 692 -5421 �� )1 3 . 1 Z -0 5 ��` 76 _ www.ci.tualatin.or.us COMMERCIAL FEE' SCHEDULE — USE CHECKLIST TYPE OF WORK Mechanical permit fees' are based on the value of the work Formed. Indicate the value (rounded to the nearest dollar of all ® New construction ❑ Addition /alteration/replacement El Demolition ❑ O ther: mechanical , • • labor, overhead, and p it , L, , S 165,000 CATEGORY OF CONSTRUCTION RESIDENT • ENT / SYSTEMS FEES* ❑ 1- and 2- family dwelling ® Commercial/industrial ❑ Accessory building For special information use checklist. ❑ Multi - family ❑ Master builder Description Qty. Ea. Total ❑ Other: Heating/cooling JOB SITE INFORMATION AND LOCATION Furnace add-on air Job site address: 7315 SW Bridgeport Road conditioning 7.50 Gas heat pump 6.00 City / State/ZIP: Tualatin, OR 97224 Duct work 4 6.00 24.00 Suite/bldgJapt. no.: Building R2 Suite/bldgiapt. no.: Space R202 Hydronic hot water system 6.00 Residential boiler (radiator Cross street/directions to job site: Site is located in the Bridgeport Village Retail or hydronic) 6.00 Unit heaters (fuel -type, not Center, NW of SW Hazelfern Rd. & SW Bridgeport Rd. electric), in -wall, in -duct, suspended, etc. 6.00 Flue/vent for any of above 450 Other. Subdivision: Subdivision: Other fuel appliances Water heater 2 9.00 18.00 Tax map/parcel no.: Gas fireplace 7.50 DESCRIPTION OF WORK Flue vent for water heater or gas fireplace 2 4.50 9.00 Tenant improvements of an existing shell to be converted into a new 6,863 sq. ft. Log lighter (gas) 4.50 Wood/pellet stove 7.50 taurant. Wood fireplace /insert 7.50 Chimney/liner /flue/vent 4.50 Other: ❑ PROPERTY OWNER I ® TENANT Environmental exhaust and ventilation Range hood/other kitchen Name: California Pizza Kitchen do Tom Beck equipment 3 4.50 13.50 Clothes dryer exhaust 4.50 Address: 6053 West Century Blvd., Suite 1100 Single -duct exhaust City/ State/ZIP: Los Angeles, CA 90045 (bathrooms, toilet compartments, utility rooms) 1 3.00 3.00 Phone: (310) 342 -4648 Fax: (310) 342 -7748 Attic/crawlspace fans 4.50 ® APPLICANT ® CONTACT PERSON Other: Fuel piping Business name: Fancher Development Services $2.00 for first four; $ .50 _ for each additional Contact name: Nina Raey Furnace, etc. Address: 1342 Bell Ave., Suite 3K Gas heat pump Wall/suspended/unit heater City/State/ZIP: Tustin, CA 92780 Water heater 2 1.00 Phone: (714) 258 - 1808 Fax:: (714) 258 - 2401 Fireplace Range 7 E -mail: fandev @direcpc.com Barbecue CONTRACTOR Clothes dryer (gas) Business name: ,/2, ©j ie tc) [/,L 8 4 2,, ( 'T' Other Total Outlets MECHANICAL PERMIT FEES* Address: ) 33 cl 5-/../.) 7._04z. ,47, Subtotal bq 3 s City/State /ZIP: 7-04/4 4 7/, .0„„f"-- Fax: S Minimum permit fee; qy. t Phone: l � 1 Fes: (5,0 ) Plan review (__% of permit fee) ie cf CCB lic.: � ' r " 3 State surcharge (8% of permit fee) 5 y3 Authorized TOTAL PERMIT FEE l ,51 e This permit application expires if a permit is not obtained signs �/ / 4 it f 4 ~ within 180 days after it has been accepted as complete. Print name: , " '/ r fxjs /WCf� I Date: dS - Qf QS • Fee methodology set by Tri-County Building Industry Service Board 440 -4617T (11 /02 /COM/WEI3) Building Permit Application %, OFFICE USE ONLY # City of Tualatin ( Date received Permit 18880 SW Martinazzi Ave �� J 6 — 3 -0 S - ` d .5 7AS Tualatin, OR 97061, Date issued f By Phone 503-01-3044 Fax 693 -5421 6- . 5 Receipt p P t 7 s v , � TYPE OF WORK REQUIRED DATA: 1- AND 2- FAMILY D W Nt, (" Permit fees' are based on the value of the work performed. ® New construction ❑ Demolition Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the ❑ Addition /alteration/replacement ❑ Other: work indicated on this application. CATEGORY OF CONSTRUCTION Valuation ❑ 1- and 2 -family dwelling ® Commercialindustrial Number. of bedrooms: ❑ Accessory building ❑ Muhi- family Number of bathrooms: ❑ Master builder ❑ Other: Total number of floors: JOB SITE INFORMATION AND LOCATION New dwelling area: square feet Job site address: 7315 SW Bridgeport Road Garage /carport area: square feet City / State/ZIP: Tigard, OR 97224 Covered porch area: square feet Suite/bldgJapt. no.: R-202 Project name: California Pizza'Catcher' Cross street/directions to job site: Deck area: square feet 1-5, Exit 290 Other structure area: square feet Westbound to Bridgeport Rd to 72 Avenue REQUIRED DATA: COMMERCIAL -USE CHECKLIST Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Subdivision: Bridgeport Village Lot no.: equipment, materials, labor, overhead, and the profit for the work indicated on this application. Tax map /parcel no.: DESCRIPTION OF WORK Valuation 57,000 Installation of fire alarm and detection system Existing building area: square feet New building area: 5,974 square feet Number of stories: 1st Type of construction: II -B ❑ PROPERTY OWNER ® TENANT Name: California Pizza Kitchen . Occupancy groups: Address: 6053 West Century Blvd, Suite 1100 E ' 1n g: City /State/ZIP: Los Angeles, CA 90045 New: Retail Phone: (310) 342 -5000 Fax: NOTICE ® APPLICANT ❑CONTACT PERSON All contractors and subcontractors are required to be licensed with the Oregon Construction Contractors Board Business name: Bergelectric Corp. under ORS 701 and may be required to be licensed in the jurisdiction in which work is being performed. If the Contact name: David Granhmd applicant is exempt from licensing, the following reasons Address: 6026 NE 112 Avenue apply: City/ State/ZIP: Portland, OR 97220 Phone: (503) 255 -1818 I Fax: : (503) 255 -1919 E -mail: dgranlund @bergelectric.com CONTRACTOR Business name: Bergelectric Corp. BUILDING PERMIT FEES* Address: 6026 NE 112 Avenue Please refer e sPhedulQf 1147 City/State/ZIP: Portland, OR 97 220 ST 1 s �' d+ Fees due upon application Phone: (503) 255 -1818 I Fax: (503) 255 -1919 Amount received P-,S q a ' 5 CCB lie.: 11052 Date received: /9/(13g Authorized This permit application expires if a permit is not obtained signature within ISO days after it has been accepted as complete s Fee methodology set by Tri- County Building I Print nam P i Peterson ��ate 95/o4iQ5 ( Industry Service Board CI TY OF TUALATI N - BUI LDI NG DI VI SI ON PERM T 18880 S W MARTI NAZZI AVENUE, TUALATI N, OR 97062 OFFI CE ( 503) 691- 3044 FAX (503) 692- 0147 I NSPECTI ON REQUEST LI NE (503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Appl i cati on Number . . . . . 05- 00003775 Date 6/22/05 Property Address 7315 SW BRI DGEPORT RD TAX ACCOUNT NUM3ER . . . . . 2S 1 W1 3DB01 700 ALTERNATE I D 01252500 Tenant nbr, name CALI FORNI A PI ZZA KI TCHEN Application des cri pti on . . COM+ERCI AL ADD /ALT /REPA1 R S u b d i v i s i o n Name NOT I N S U B D I V I S I O N Property Use Property Zoni ng GENERAL COM+ERCI AL Appl i cation val uati on . . . 650000 Owner Contractor OWNE R Structure Information TENANT I M'ROVENENT Constructi on Type TYPE I I CONST Occupancy Type NER CANT I LE Other struct info F RST FLOOR SQUARE FOOT 6863.00 Permit FI RE ALARM PERM T Addi t i onal des c . . Fl RE ALARMS Permit Fee . . . . 91.00 PI an Check Fee . . 59. 15 Issue Date . . . . 6/22/05 Valuation . . . . 7000 Expi rati on Date . . 12/ 19/05 Qty Unit Charge Per Extension BASE FEE 56.00 5. 00 7. 0000 THOU S QF T BLDG, VAL 2001- 25000 35. 00 Ot her Fees SEWER CONNECT! ON - USA 41500. 00 SURCHARGE- BLDG 166. 57 SURCHARGE - PLBG 98. 64 SURCHARGE - NE CH 54. 83 SURCHARGE- F I RE ALARM 7. 28 SURCHARGE - F I RE S P RI NKL E R 13. 44 Fl RE LI FE SAFETY B 832. 86 Fl RE LI FE SAFETY A 40. 95 Fl RE LI FE SAFETY S 75. 60 Fl RE LI FE SAFETY M 274. 14 TRFC IM?ACT- SPECIAL /WA CO 19316.93 Fee summary Charged Pai d Credi ted Due Permit Fee Total 91.00 91.00 . 00 . 00 PERM T MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERM T W LL BECOME NULL AND VOI D I F WORK I S NOT COMENCED W THI N 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. CI TY OF TUALATI N - BUI L DI NG DI VI S I ON PERM T 18880 S W MARTI NAZZI AVENUE, TUALATI N, OR 97062 OFFI CE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Page 2 Application Number 05- 00003775 Date 6/22/05 PI an Check Total 59. 15 59. 15 .00 .00 Other Fee Total 62381.24 62381.24 .00 .00 Grand Total 62531. 39 62531.39 . 00 . 00 PERM T MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERM T W LL BECOME NULL AND VOID I F WJRK I S NOT CONNENCED Vd THI N 180 DAYS OR WDRK I S SUSPENDED OR ABANDONED 180 DAYS. Building Permit Application JIJ �I U LEI �id�.'f �OJ>;I 1 � ' City of Tualatin Date received Permit # - 18880 SW Martinazzi Ave oe / 0 5 0 � 17�S Tualatin, OR 97062 Date 'ssue B • 503 -691 -3044 www.ci.tualatin.or.us " a +0 Payment • 1' t ;" , i '�„ rTt PE OF; WORK`. REQUIR ED DATA : -'AND 2=F.AMILY "DWELLING El New construction 4 e ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ❑ Addition /alteration/replacement Ether: , kJ �i c (3 equipment, materials, labor, overhead, and the profit for the y ' l � work indicated on this application. :1 , ar "�) r ' ' s ; i ,: ',,'{ t 11`TF O . F `r ollfv, �wr V C •: N = : : ' , i y^. ❑ 1- and 2- family dwellingmmercial /industrial Valuation ❑ Accessory building ❑ Multi- family Number. of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: ti 05+)' - -, 0��4 S IT NA � eik`fiai �' F? � ` Total number of floors: Job site address: •7:3/ S .w &i,e3, G P f j , New dwelling area: square feet City/State/ZIP: 7-i6,;--`» j Cam2 . q 122a Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: Li ' , at /3 )4 i ., Covered porch area: square feet Cross street/directions to job site: Bit crl 44 , p t t 1. 4_11e<_‘&7 Deck area: square feet cl ( Other structure area: square feet tOkk liViiA (.'O"IIIIMER4IAL-USEyCHECKLIST', Permit fees* are based on the value of the work performed. Subdivision: Lot no.: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the Tax map /parcel no.: work -. indicated n this application. � Y m '�. ti r * e ' n6 - wt ` t r - . Valuation ( I5 .QQ . y z " (1..)31t-2— (1..)31t-2— ,' _ = ^ : fi ms r {:. a± ' � . : w �� , �d�Jl / C3> iktk //c.1&-4 Existing building area: square feet New building area: square feet Number of stories: Type of construction: � � 1 >f2 t -2 -kt .:3' } t .� +, 4^� .` �ti P rr�`rz..r� •. c fi i X`°� 5 ' y RO t��QW eliT.4- .4,410 i it , `. , ?s '"- P y groups: t , t s Occu anc ou s: Name: Ali v&, Existing: Address: b L/ q ,Ulu) /0 Si— ' New: City/State/ZIP: 6y2_6.-s/f i 49(2. . q 7 cD "''; tin r; NOTIC Phone: ( ) Fax: ( ) All contractors and subcontractors are required to be 'Y t, a' kA;❑c tkr IC ` ir l ` t '"' ' �5 ,o` er •NTAcT �ERS�CjNi�i `�' Yu? licensed with the Oregon Construction Contractors Board ,... ..- . ; — , . " ;� �- w., -. _ ,.,K ,. _,..,,f.' under ORS 701 and may be required to be licensed in the Business name: 6a9 ' am t¢. jurisdiction in which work is being performed. If the applicant is exempt from licensing, the following reasons Contact name: ' i a P (i apply: Address: City/State /ZIP: Phone: ( ) I Fax: : ( ) E -mail: r. .� . 0 _ :,4 3 t -,1:51rTR 1C@'R �� , r z $i^ , t . .� t t L t.. � 3 "E; i X r. • � � K Tb .- ,,_ � - BUILDING-- RERMIT FEES Business name: .52,,c..) a - GE, ziQ ✓' " Please refer to fee schedule n 1 /_ Address: A.5 jOU ?V `4 Fees due upon application � " � Y VJ City/State/ZIP: 776_4_g_ c.);?.. ( 7 7 2 Z Amount receive ■ ar Phone: (,.. ) 6 Zo • fs'.'D O Fax: (.5�3) ( Z 0 - 7C� 7 V ' / Date received: CCB lie.: G ( I D Y This permit application expires if a permit is not obtained Authorized within 180 days after it has been accepted as complete signature: - iv ' Fee methodology set by Tri- County Building y Industry Service Board 57 Print name: 5--M.11- Ul -�'4' I D ate: 6 —fo -J S ` 440 -4613T (11 /02 /COM/WEF • 4 77 0 fre, 0 s -G-s 161 g arelp eli (law �p 4/SO° S-7/40 qo�o Phfaa 0 CI TY OF TUALATIN - BUILDING DIVISION PERM T 18880 S W MARTI NAZZI AVENUE, TUALATI N, OR 97062 OFFICE ( 503) 691- 3044 FAX ( 503) 692- 0147 I NSPECTI ON REQUEST LI NE (503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P.M Application Number 05- 00003775 Date 6/27/05 Property Address 7315 SW BRI DGEPORT RD TAX ACCOUNT NUMBER 2S 1 WI 3DB01 700 ALTERNATE I D 01252500 Tenant nbr, name CALI FORNI A PIZZA KI TCHEN Application description . . COMEERCI AL ADD/ ALT/ REPAI R Subdi vision Name NOT I N SUB DI VISION Property Use Property Zoni ng GENERAL COMIAERCI AL Application valuation . . . 650000 Owner Contractor OWNE R Structure Information TENANT I M'ROVENENT Construction Type . . . . TYPE I I CONST Occupancy Type MERCANTI LE Other struct info . . . . FIRST FLOOR SQUARE FOOT 6863.00 Per ntit SOFT BUILDING PERMT Additional des c . . AWNI NGS Permi t Fee . . . . 77. 00 PI an Check Fee . . 53. 90 Issue Date . . . . 6/27/05 Valuation . . . . 4500 Expiration Date . . 12/24/05 Qty Unit Charge Per Extension BASE FEE 56.00 3. 00 7. 0000 THOU S QF T BLDG, VAL 2001- 25000 21.00 Other Fees SEWER CONNECT! ON - USA 41500.00 SURCHARGE- BLDG 172. 73 SURCHARGE - PLBG 98. 64 SURCHARGE - MECH 54. 83 SURCHARGE - F I RE ALARM 7. 28 SURCHARGE - F I RE S P RI NKL E R 13. 44 Fl RE LI FE SAFETY B 863. 66 Fl RE LI FE SAFETY A 40. 95 Fl RE LI FE SAFETY S 75. 60 Fl RE LIFE SAFETY M 274. 14 TRFC I M'ACT- SPECI AL /WA CO 19316. 93 Fee summary Charged Paid Credi ted Due Permit Fee Total 77. 00 77. 00 . 00 .00 PERMT MUST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERMT W t L L BE CavE NULL AND VOID I F WORK I S NOT C OMvE NC E D VA THIN 180 DAYS OR WORK I S SUSPENDED OR ABANDONED 180 DAYS. CI TY OF TUALATIN - BUILDING DIVISION PERMT 18880 SW MARTI NAZZI AVENUE, TUALATI N, OR 97062 OFFI CE ( 503) 691- 3044 FAX ( 503) 692- 0147 ' I NSPECTI ON REQUEST LI NE ( 503) 691- 3040 I NSPECTI ON LI NE REQUEST DEADLI NE 5: 00 P. M Page 2 Application Number 05- 00003775 Date 6/27/05 P I an Check Total 53. 90 53. 90 . 00 . 00 Other Fee Total 62418. 20 62418. 20 . 00 . 00 G r a n d T o t a l 62549. 10 62549. 10 . 00 . 00 PERM MJST BE POSTED ON THE JOB SITE FOR I NSPECTI ON. PERM T 1M L L B E CONE NULL AND VOI D I F VAORK I S NOT COME NC D W THIN 1 8 0 DAYS OR MRK I S SUSPENDED OR ABANDONED 180 DAYS. 4 CITY OF TUALATIN DIVISIOM G _ B U I LD I N = ' -�i COlifornl0 drawing approve for construction: errors CINEMA " " ` V' This d n9 d work not included. ( "'' � ) i Dezi_n # ted. Electric YJO or omissions excep ions to remain on job cite I � I � i These plans and (E)ELECTRICAL RM.— (E)WATER /GAS R . C55306 (N.LC) (WIRE CRL. RM r t; Sh eet 1 6 1 7 w S } � (N.ER ji I /I of No. L •I Client So c ®e �, Q ® �� ► � CALIF PIZZA KITCHEN ___ _.___ . . • i.a I ''. ,� I}il . U :I (awln BYIAW BRIDGEPORT VILLAGE �� ' = + �� ■ ,' — I i � �" in3i Construction )ocument Review TUALITIN, OR II _ —_- - .- — J ∎ a 1' l ,d , R" , '`4 , � ; \ ..� � I : eubmataI © � # , \ -' ' t 1 AS I g TE NA NT ; \e r 1 1 ' I kI I � - -- y PP "' 1 Designer M. GEUY h --- =_ j +: , 11, I 1...! Revise end • O, • b R2 -103 , � ` N/■ _ '_, ,, t J ' � Date 1 /3/05 1 CI p� I lT ' A< � ' FR. / 1 L] '�°fo'■■°'r' Y — A�rural / ■ - � A n REVIEW M3 FOR COW' C TE I DESI�I� E i Ll ' � . _ �nl OB N � y � E T ' I � , • ' I T D w��H - -- I , : (N.LC) L . u Ius, -' r - , �. D3►11. � � ♦ i ■ . ■ ( ,.n, IIME f - - r r .. l Engineering 1 ' / , ♦ ♦ 7 t= , ♦� , '■ i■ .., , `. a „ � � li. .� ,I' ^ ' 1 J V'A; ' )N I H:,M 114 !.ONI RAC Landlord Art �I a��l TO THE F' ." _ _ , 71------- r ' ----- � =.. . ►I ♦ 0 � fL411UNS N 1T CLEARLY NOTED BY Ill R L ) s — L asrrssa.3�=�� 1'"�ty r` . ■ • •,a 4. • : I Y I n• NA.- I JI . ' , Revision /Date _ !r EMI) CONTRACTOR IS E n < ] _w, c �;PISIBLE FOH DIMEN IONS WHICH SHAH BE __ —_ —., — D1 C1 D2 I ;r I ONEIRMED A — !kFEIA� AT THE JOB SITE, —_ I1 e I FABRICATION PROCESSES AND TECHNIQUES OF ®i e Q� All 11-z CONSTRUCTIO ,. 0 THE SATISFACTORY 1.1: • ∎ : R_,TRADESI A ON HIS WORK WITH THAT - -- HE 1 III PERFORMANI OF ALL OT CE AF" HIS WO',.." i : • DG 3 ■• : C NTERS, LLC ` ®' — � R EGEM D El a > H f 1 f �/ ■ �� MAR .1 fib 1- ; NC BUILDERS VICINITY MAP (N.T,S.) N _= r:' - -� - - - - - =. I Chandler f ft; COT]stru Signs i 4 Qp;us Nw • ction Di www chandlersigns.com r *iiiiii I; .2I�� I.,. / SITE PLAN i voi Fax ci ia901 2 0 4 1 = • „ � � __ r� _ SHOP OI ZAWiNG REVIEW SCALE NTS ,..;.'-',I I _ _ �: r - ', [{ I I ., I) 4 7 , 9wI 1 L � r � . -- - - 12106 Valliant San Antenie.D( 78216 p t � 210 - 349 -3804 Fax ZIO- lag -672a R I IT - Oceanside, :A 97054 � — - - e ❑ RE VIEWED FOR DESIGN INTENT ONLY 2420 nsa way Ste. zoo L IA "� r � +1 - r 760 -96T -7003 Fax 760- 967 -7013 —J ` ' .401 0 MAKE CORRECTIONS NOTED 750 E.M�r 24 - Bld . 2 Ste. 200 it i p yy \ \ 719 -667 -2507 Fax 119 -6�7 -2506 j i �' � +� / � 9 NO RESUBMISSION REQUIRED 719 607 25 iar•, c Fax /19 63 11 �� \ , I ' y 0 REVISE & RESUBMIT FOR RECORD P.O. Box anti Louisville. • -304 '�' 502 489 -3660 Fax 502 -254 3843 !I \ i a REVISE s RESUBMIT FOR REVIEW r ^_" -,∎=1>♦a�� t '' I ', \ \\ \_ -- --� / NOT V r 11't lM.w•,tn :6e r. ' ntPc O.I. I ^nV L1 NOT ACCEPTED. FOR REVIEW ,w,i, ■ I, � '„ ,. „,. -; r,.•re S/ CMeti.r Sri V Approved for Permit a NO ARCHITECT 1ENGINEERACTIONREQUIRED �t of OF 6 Cj FINAL ELECTRICAL BY� ° C BY , O, <. �-7 CITY OF TUALATIN Y CUSTOMER CNNECTION O� ^ ✓G CF �G,9 • R E CEIVED Date: � • ;.:'i.. a� , I,F .,�.';_�� I , l i ► , opus 0 e � � 0 %ti ill Bridgeport Centers, LLC G � es O JUN 1 5 2005 O pus A E ng i ne e rs O i , C %c- c-0OS 7 /kg BUILDING DIVISION A -- ±91' -- 7" STOREFRONT — • (E) EXTERIOR CEMENT PLASTER - - - PRAM LCHT DASH FINISH. CE31i }GrntEPRAM - (E) C.J. i /4' MOE ---� EQ , - -- - - 1 1 Desi:n # / C55306 - — Sheet 2 of 6 Client L / �� c • _ ,i �� CALIF PIZZA KITCHEN \ � califor --' I PIZZA KITCHEN -_ (E) EXTERIOR CEYENI Address ! w RASTER - PAYfEO BRIDGEPORT VILLAGE - i ---_' _- ____ �_ M SOOTH SfEEI ' =�-� l i T ROWE L F MISH / , OR TUALITIN RETAIL * co 1.U� 1 Al L � � Account gi � / o Rep. M. MUELLER co (E> uEru CANON tl Designer M. GEUY 9 - ' I H ^ 1/ II 7 I ` — - Ap • royal .' Date — C Client r Sales - L 1 _.-1 "� - " -- Estimatin, 1- Art 1 _ I F' .D I [ - _ - 1 - - Engineering \ • Landlord DORY NORTH ELEVATION ,.. Revision / Date SCALE: 3/32" = 1' - 0" � - (E) NEW GAP/ (E) (E) EXTERIOR CEMENT R (N) REVOLVER BY TEN., ±69' -1" STOREFRONT I EQ 16" b EQ � -- _ -- / (E) EXiERIDR CEMENT E WER �� — -_� PRI NTED uCYIT Sr nasH ,� / — f ---- -- — 4 j o t20 - - - -- i _________ - ' , c a I i f o r n I a PIZZA K 1 T C H E N om = { - - (E) CLEFR 6 HOD17ED LAL4 11YIHUN � -- - / ( - _ _ _ B E M EXTERIOR CEMENT RASTER -- 1 - PLANTED SYWTH STEEL TROWEL /' O Chandler I �� ! \ Signs 1 O, O \ \ www.chandlersigns.com c o ILL DA I H ' i 1 - (E) METAL C �' 3201 Manor Way Oa11at.TX 75235 �I1 _ = 214.902 -2000 Fax 214901 -2044 i �' - - - °- - - - -- - -- - L. 12106 Valliant San Antonq,TX 78216 ,a I I I y ,; 210- 349 -3804 fax 2.10-349-37t4 tt IA 1 II t I it _ I I I I j I ' _ 2420 Ylstx Way Oceanside,CA 92054 Ste. 200 I oD Ch d 'i, ( , 760- 96 Fax 760 -967 -7033 1—__, I 1 I 1 I _I j ' i 10 W5o 70 E. 24 k, B CO - ld 2 863 . 200 f -H '� 7194-687.287- hrSte +I 50 Fax 719- 687 -2506 I I I - p0. Box 43113 Louisville. NY 40253 1 I 501-489-3660 Fax 502 - 254-3843 WEST ELEVATION �7 �+ _ � h.. w, i o SCALE: 3/32" = 1' 0" w . ��a,� -� �. " „ it OF 6 � cs5 FINAL ELECTRICAL. CONNECTION BY CUSTOMER AFB .. -0" 10' -6" ; 4 4 4 * w t - FASCIA SPECIFICATIONS: Desi• n # _ C55306 AWNING To • EXTERNALLY ILLUMINATED AWNINGS — HAVE RADIUS • AWNING - YELLOW SUNBRELLA #6002 Sheet 6 of 6 SLOPE • FRAME - 1" ALUM SQ. TUBE (WELDED CONSTRUCTION), PAINTED Client o BLACK, ATTACHED TO WALL w /NON- CORROSIVE MOUNTING CALIF PIZZA KITCHEN HARDWARE (TYP). FRAME TO HAVE RADIUS SQ. TUBES AT Address EACH END OF AWNING FOR RADIUS SLOPE LOOK BRIDGEPORT VILLAGE • VALANCE - STIFF VALANCE - BLACK COLOR TUALITIN, OR o • AWNING TO BE OPEN-ENDED r california PIZZA KITCHEN • HEAT TRANSFERRED WHITE COPY Rc M MUELLER ENO VIEW FRONT VIEW • AWNING TO BE EXTERNALLY ILLUMINATED (BY OTHERS) Designer M. GEUY Date 1/3/05 2. 4 •' - ' `' t, THREE (3) OPEN -ENDED EXTERNALLY ILLUMINATED AWNINGS A. , royal /Date .5 1 " SCALE 3/8" = 1' 0" — Chent Sales Estimating Art 3' - 2" PROJECTION Engine rm6 Landlord Revision I Date 2' - 8" 4" -- 4" x 4" MOUNTING PLATES j _ 1 SCOPE OF WI ; K: 1 I • MANUFACTURE . D INSTALL ONE (1) DIE EXTERNALLY ILLUMI ED BLADE SIGN I- I • BACKGROUND - FA: • ICATED ALUMINUM 4" DEEP. PAI ' BACKGROUND / RETURNS TO CH PMS 116 (YELLOW) • "CHECKER PATTERN" -'F SURFACE DIGITAL GRAC VINYL APPLIED TO FIRST SURFACE OF o : t', a BACKGROUND (YELLOW PMS 116, LT. YELLOW = PMS 116 (70% TINT)) • "PALM TREE" - 1/4" THICK F 1 PAINTED BLAC ND PEGGED -OFF OF BACKGROUND 1 /4" PAINT STAND -OFFS BLACK #_ • "CALIFORNIA" , „ , „ - > Chandler a I i f.� r n i a J ., CALIFORNIA - /4 THICK FCO s AINTEI :LACK AND PEGGED -OFF OF BACKGROUND /4 , PAINT Signs STAND -OFFS BLACK t- PIZZA KITCHEN "PIZZA KITCHEN" - BACKGROUND 1 • THICK FCO PAINTED BLACK AND FLUSH MOUNTED TO www.chandlersigns.com -ry , �' • KIT' l /4 , , 3201 Hanor war Dallas,TX 75235 BACKGROUND PANEL. PIZZA KIT EN . OPY ' THICK FCO s PAINTED WHITE AND FLUSH MOUNTED 214 - 902 -2000 Fax 214 -902 -2044 r TO BLACK BACKGROUND 12106 Valliant SanAntanio,TX 78216 • BLADE SIGN TO HAVE STE- SQ. TUBE BL' IE SUPPORTS AND STEEL MOUNTING PLATES w /NON - CORROSIVE 210 -349 -3804 Fax210 -349 -8724 2420 Ylsta way Ste. 200 M OUNTING HARDWAR 2). PAINT ALL BL K. Oceanside, CA 92054 _ 760 - 967 -7003 Fax 760- 967.7033 i • EXTERNALLY ILLUMII 'TE BLADE SIGN ON BOT SIDES w /BK STAR LAMPS (BY OTHERS) rso E. Hwy. 3.4 -Swi.2 Ste. Zoo Woodland Park, Co 80863 " 719- 687 -2507 Fax 719- 687 -2506 - — -- - - P.O . {ox 43113 Louisville, KY 40253 502189 -3660 Fax 502 -254 -3843 FRONT VIEW ENO VIEW c G _(^ TF J e 1 ` :F:; ri.i , /� � K!' v v A I S L1 , " 'yO OF 6 NEW EXTERNALLY ILLUMINATED D/F BLADE SIGN (SQ. FT. = 13.331 -L 's'\ r i'- Vi I .n, SCALE. 3 /4"_V.0" ,:i° 1'11'2, Oft opy STRUCTURAL CALCULATIONS FOR CALIF PIZZA KITCHEN BRIDGEPORT VILLAGE TUALATIN, OREGON -- FABRIC COVERED AWNING -- 12,187 l ■ V OREGON rili `i V("<Y 15 19 °6 �G N, \ E . NO 06 I EXPIRES 12 / 31 / I Approved for Permit By • 6r1V1) Date: W.05 Bridgeport Centers, LLC Contents Details A - D 1 - 4 Awning Calculations Cl ■"■. BERRY - NORDLING Project: AWNING - CALIF PIZZA KITCHEN mcmom ENGINEERS, INC. Client: MEYER SIGN CO Proj. No.: 05 -286 7 . 7771r CIVIL - STRUCTURAL Date: JUN 2005 By: JHW Sheet No.: COVER 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503 - 227 -7783, FAX 503- 227 - 7781. bneng@e - z.net 1 1 I 1 1 1 j! ii Il l , !1 i! i 0 ► i .. -7- ,s,, ,, ->_-_ U- 1 T O I' x I. x I/8' ALUMINUM TUBE (TYP) cin' l / 1 L e O 3 ' -0' 35:, PROFF ss C.N. 1 87 1, - 41111 �b • r • At ,4l,UNIN SECTION - o yN ° <r i s. NOW' EXPIRES: 12 / 31 / I •"•• BERRY - NORDLING Project: AWNING - CALIF PIZZA KITCHEN f "' P �a�- ENGINEERS, INC. Client: MEYER SIGN CO Proj. No 05 -286 1 J 7 -1 . ^ C IVIL- STRUCTURAL Date: JUN 2005 By JEW Sheet No 1 3607 SW CORBETT AVE.. PORTLAND OR, 97239, 503- 227 -7783, FAX 503 - 227 -7784. bneng @e -z.net 3' -0' (MAX) 3' -0' (MAX) 3' - o/c TYP O LL — l' xl'xl / 8 ' ALUMIMUM TUBE (TYP) _ . • PROP W U- cn Q 12,187 kr di •., GON r. ALINING ELEVATION 0 6 NORO\- I EXPIRES: 12 / 31 / I ■"■• BERRY - NORDLING Project: AWNING - CALIF PIZZA KITCHEN immr ENGINEERS, INC. Client: MEYER SIGN CO Proj. No.: 05 -286 u._ Date: JUN 2005 By: J IW Sheet No.: 2 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503- 227 -7783, FAX 503 - 227 -7784. bneng @e - z.net —(E) METAL STUD WALL 1 :' (E) METAL STUD WALL TRACK Ili , it 1 -=z ___ _ - - F in L I' x 1' ALUMINUM TUBE 1 /4' 4 ) SELF DRILLING, SELF TAPPING SCREWS 6 3' -0' o/c INTO (E) METAL STUD WALL TRACK g ?OE 0 ) PROF Fss�� Q 12,187 l 1 oFEGON ( 0 4 1' UPPER CONNECTION D T�tIL vO 6,4, 15. °O�\� E. NOR EXPIRES: 12 / 31 / 0( 11"0 BERRY - NORDLING Project: AWNING - CALIF PIZZA KITCHEN ENGINEERS, INC. Client: MEYER SIGN CO Proj. No 05 -286 I , Jr )' W _ 17 CIVIL- STRUCTURAL Date: JUN 2005 By: JH Sheet No.: 3 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503- 227 -7783, FAX 503- 227 -7784. bneng@e - z.net - 1___ ALIGN BOTTOM OF AWNING FRAME W/ (E) METAL STUD L 1 I. x I' ALUMINUM TUBE WALL HEADER --- T nuu,■ II �; ; 1/4 SELF DRILLING, SELF TAPPING SCREWS II 613' -0' o/c INTO (E) METAL STUD WALL HEADER ,, '' (E) METAL STUD WALL HEADER , I I ' laED PROF /o t. 1 ■ c 1 187 OREGON V G O LOUJE CONNECTION DETAIL v,_, -6,4, , NOW „,..,„ - I EXPIRES: 12/31 / � 1 ■"■• BERRY - NORDLING Project: AWNING - CALIF PIZZA KITCHEN mrpmr: ENGINEERS, INC. Client: MEYER SIGN CO Proj. No.: 05 -286 [ ii )r I , CIVIL - STRUCTURAL Date: JUN 2005 By: JHW Sheet No.: 4 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503- 227 -7783, FAX 503- 227 -7784. bneng@e - z.net • . SNOW 1 /4' 0 -20 SAE GRADE 2 SCREW ( SCREW) I 1 1 TCAP = 941 lbs 'a 0.180' A36 STEEL = 941 bs • mob' 16 a TRACK O I 0 S = 313 lbs if) \ 3 - - VCAP = 419 lbs ((BEARING CAPACITY = 1045 lbs) O 4�- \ UPPER CONNECTION 2 . I _ 25 plf 3' -0' I 25 pIf 25pIr• 3' + 25pIr• 3' = 0396 419 line 313 be SNOW = 25 per PROVIDE 1 /4'0 or "14 TEK SCREWS 'S3' -0' o/c C = I - (48 -5) / 65 (ASCE 1.02) = 33% W SNOW = 25 per • 33% • 3' -0' = 25 psf LOWER CONNECTION 4 RI = R2 = (25 pIr • 3') / 33' 25 pIf = 23 pIf 191 25 pir • 3' + 0 pir' 3' = 0.157 R3 = 25 psf • 3 4191bs 313 lbs = 15 !bs di 3'-O' o/c = 25 pit PROVIDE 1 /4'. or *14 TEK SCREWS 6 3' -0' o/c WIND = 80 mph, EXP 5 W WIND = 16.4 per • 0.12 • 12 • 1.0 = 15 per R1 =R2= (I5 per • 33') / 2 = 24 psf ."■• BERRY - NORDLING Project: AWNING - CALIF PIZZA KITCHEN ENGINEERS, INC. Client: MEYER SIGN CO Proj. No 05 -286 1 CIVIL - STRUCTURAL Date: JUN 2005 By: JHW Sheet No.: Cl 3607 SW CORBETT AVE., PORTLAND OR, 97239, 503 - 227 -7783, FAX 503-227-7784. bneng@e - net Plumbing Perinit Application c *fiL "1 Date OFFICE USE ONLY City of Tualatin Dte received Permit # 18880 SW Martinazzi Ave 31q I OS - 37 ?5 Tualatin, OR 97062 Date issue By.-‘--4 Phone 503- 691 -3044 Fax 503- 692 -5421 www.ci.tualatin.or.us S//2"P 5 Receipt 5 3g3 v ■: New construction ❑ Demolition For special information use checklist. Description I Qty. I Ea. I Total ❑ Addition/alteration/replacement Other: ice New 1- 2- family dwellings (includes 100 ft. for each utility connection) r; / (" _ SFR(1)bath 91.20 ❑ 1- and 2- family dwelling !! Commercial/industrial SFR (2) bath 160.00 ❑ Accessory building ❑ Multi- family SFR (3) bath 192.50 ❑ Master builder ❑ Other: Each additional bath/kitchen 47.00 Fire sprinkler ( sq. ft.) • n Site utilities �y Job site address: 131 B !� r � / Catch basin or area drain 9 -00 City / State/ZIP: Drywell, leach line, or trench drain 9.00 Suite/bldg. /apt. no.: R - 20 Project name: I'O� /A Footing drain (no. linear fl.: ) Cross street/directions to job site: RT. L/ Manufactured home utilities 25.00 Manholes 9.00 Rain drain connector 9.00 Sanitary sewer (no. linear ft.: _J 30.00 Storm sewer (no. linear ft.: 30.00 Subdivision: Lot no.: Water service (no. linear ft.: ) 20.00 Tax map /parcel no.: Fixture or item Absorption valve 9.00 - ‘,.7.:44(1.11; 1-,, ,e1;11 .E IcA -, 1< / - _. . .. - .. Backflow preventer 4P 9.00 54-, I o ' • 4 . ; i , 13eekwaterveive N ZO Co (MJ . >( 1,L - 9.00 I 7,( Giethermoolter AUDI 'C 12 9.00 I C) r 1:>411 Z 9.00 1 g-' 44einitiag- foun W tain fr I 9.00 9 _, :- . Ejectors/sump 9.00 - : Expansion tank V 1 9.00 Name: 7' �,'/ /L . , g',, ' - . ' ? c2. - . ' ' ' Fixture/sewer cap 9.00 Address: ) 5 ; 4 i mar - J ). _.•/ . StQ_ •/00 Floor drain/floor sink/hub 32. 9.00 28$7 - . L� City /State/ZIP: ,� D 55 , P/e s ea 9o4 y ,-- Garbage disposal 9.00 Phone: (3 I 0) 3 L 5 00 0 Fax ( 310 3 v z X 6 9 Hose bib k 4.. 9.00 36;� q Ice maker ,1 Z 9.00 1 51 . . Interceptor / grease trap 9.00 , Business name: , A le_ , j eve , , , r,, 5 e„e• L' t•G el,.. Medical gas (value: $ ) Contact name: / . , • Primer 1( 32 9.00 288J Address: ; L # / - 4 S i k Roof drain (commercial) 9.00 City/ State/ZIP: L0 f /•A„, r--„`�' ;17 5/6 Sink /basin lavatory 12 9.00 Tub /shower /shower pan 9.00 Phone: (7/Y ) S y ' / sD � Fax: : (9/V); S - b ,9 tt1 / Urinal I 9.00 q CONTRACTOR Water closet 5 9.00 ,/ 10 Water heater Z 9.00 1 € , / j ' Business name: f(ru,S e. I ,Q A IM ,0 i V) 0 ) - Other: Hourly Fee/Residential 40.00 k v ,! Address: 5 ^ � 0 N y� . Lam. I is J �j' •1-- Other: Hourly Fee/Commercial 4 IFIF City/State /ZIP: 110,1 G Q V - --- l WO, . 9 �f 6 G S Subtotal 1 '2.33, Phone: (-'S b G. S? 3 _ L { �3 -7 Fax: (34v 5 Q3 Minimum permit fee 1 . ` Plan review (% of permit fee) Z. C c.: # `1 G 9 Lic. no.: 37- - l Q 6 P 6 ' - tic. State surcharge (8% of permit fee) 4:1 Authorized TOTAL PERMIT FEE signature: / 4' 144 --" -------- This permit application expires if a permit is not obtai ed within ////�� _ 180 days after it has been accepted as complete. Print name: ' . K Kr KS C . Date: � -7 � - • Fee methodology set by Tri- County Building Industry Service Board i __ 440 -46I6T (10 /02 /COM/WEB) /I)V. IIA..`i UNIFIED SEWAGE AGENCY OF WASHINGTON COUNTY FIXTURE UNIT RATING Total - Total Fixture Value Comments Number Rating Baptistry / Font 4 Bath - Tub /Shower 4 Bath - Jucuzzi / Whirlpool 4 Cuspidor / Water Asp 1 , Dishwasher - Commercial 4 8 Dishwasher - Domestic 2 Drinking Fountain 1 Floor Drain - 2 Inch * 2 Floor Drain - 3 Inch' 5 IO Floor Drain - 4 Inch * 6 Ice Machines/Refer Drains * 1 Garbage Disposal - Dornestic (to 3/4 HP) 16 Garbage Disposal - Commercial (To 5 HP) 32 Garbage Disposal - Industrial (Over 5 HP) 42 Oil Seperator (Gas Station) 6 Shower - Gang 1 Shower - Stall 2 Eye Wash 1 Sink - Bar 2 4- . 1446 G - 14,4+.+0 SNP : v IC Sink - Bradley 5 Sink - Commercial 3 ( ' , 341 , Sink - Service 3 Washer, Clothes 6 Water Ext. 6 — _ Water Closet 6 S 3c Urinal 6 Rec. Vehicle Dump Station 16 Car Wash: each stall 6 Car Wash: drive through 16 . Swimming Pool Filter 1, *total fl sinks or total f.u. 2 -2 Date: 3127.10$ Inspector: 05- 37'7 Total Rating 16 ize of Water Meter: EDU .$ BusinesslAuK�Nf*'R 7,1p► krrreio+s� Address:13M gv S i°S p Size of Sprinkler. -,- Tax Map/Lot: (L- 242- # of Private On -Site Hydrants: )( Cost 6 4 PROJECT: CPK Tualatin LOCATION: Tualatin, OR rri CLIENT: CPK Tualatin I JOB NUMBER: 045.000.0987 ' n 0 HENDERSON DATE: April 12, 2005 QE,G J .12 ' E i NCO RP ORA TE D B �� M MONA DRIVE. SUI It CA LfNE1G. RS I>3 CALCULATED BY: Allen R. Evans a nrsm ssw f. +i>sm spa D.F.U. TOTAL HOT COLD COMBINED TOTAL TOTAL TOTAL FIXTURE TYPE QTY (EA) D.F.U. S.F.U. S.F.U. S.F.U. S.F.U. S.F.U. SERVICE (EA) (EA) (EA) (HOT) (COLD) S.F.U. PRIVATE SINK (BAR, KITCHEN OR BREAKROOM) 3 2.0 6.0 1.13 1.13 1.50 3.39 3.39 4.5 CD PUBLIC LAVATORY 4 1.0 4.0 0.75 0.75 1.00 3 3 4.0 SERVICE SINK (MOP BASIN) 1 3.0 3.0 2.25 2.25 3.00 2.25 2.25 3.0 Q FLOOR DRAIN 2.0 0.0 0.00 0.00 0.00 0 0 0.0 0 URINAL (1.0 GPF) 1 2.0 2.0 0.00 20.00 20.00 0 20 20.0 v WALL HYDRANT 2 0.0 0.0 0.00 2.50 2.50 0 5 5.0 j PUBLIC WATER CLOSET (1.6 GPF FLUSH VALVE) 5 4.0 20.0 0.00 - 105.00 0 0 105.0 Q SPECIALTY KITCHEN EQUIP. it. 0 PRE - SCRAPPER 2 2.0 4.0 1.50 1.50 2.00 3 3 4.0 0 SINK (DUMP) 1 2.0 2.0 3.00 100 4.00 3 3 4.0 03 SINK (HAND) 8 1.0 8.0 1.00 1.00 1.40 8 8 11.2 R SINK (PREP / VEGGIE) 1 2.0 2.0 3.00 3.00 4.00 3 3 4.0 SINK (3 COMPARTMENT) 1 2.0 2.0 6.00 8.00 8.00 6 6 8.0 DISHWASHER (RESTUARANT) 2 3.0 6.0 6.00 0.00 6.00 12 0 12.0 ICE MACHINE 1 2.0 2.0 0.00 1.00 1.00 0 1 1.0 COFFEE MAKER 1 1.0 1.0 0.00 0.50 0.50 0 0.5 0.5 TEA MAKER 1 1.0 1.0 0.00 0.50 0.50 0 0.5 0.5 CAPPUCCINO MACHINE 1 1.0 1.0 0.00 0.50 0.50 0 0.5 0.5 CARBONATOR 3 1.0 3.0 0.00 0.50 0.50 0 1.5 1.5 DIPPER WELL 1 1.0 1.0 0.00 0.75 0.75 0 0.75 0.8 TOTAL UNITS: 39 68.0 43.6 61.4 189.5 O FFICE COPY (7. "R.e.ii,6e) oit ,..... z . a.... , 6 s■-el OFFICE COPY sott •ry vV - PVi '4r11 • ' " Qz *1 stocipplyvil 931 flow ?iv • -a>> - 7j' _ sjg II yr dmn8 . -roxad 1 tv$CL 1 fat ' 41 9W I 11 is 1 4/4.4,441.0 09 0 )1 -„4 ol vittvrtitiolt vz) 'Mr) -17 worry, i7�r1 ,9 YZ . . -_ • attFt 2172,A. _ aert CQ 144/41) 2b/t6 // 1 Cetl-Ca 1 Jai I Diuhp 1 %IA Jezkez-lessa* Chetty44- 1 CORte: 1 1 z..‘• - raft. / GtAf-lLIA411057 v I 'Dix1 ILIDifetr 631)61S ct ' 141,0 e6ft 4trt-tittqui I � i E DEVELOPMENT CAL ( TT SERVICES TRANSMITTAL Op& CF C Opy To: Center Oak Properties, LLC. Job #: CPK -074 Attn: Julie A. Gravo Date: 03 - 04 - 05 Address: 649 NW 12 Street Copies: Gresham. OR 9703( Re: California Pizza Kitchen Bridgeport Village ❑ Urgent ❑ For Review ❑ Please Comment ❑ For Approval El For Your File Notes: Send : FEDEX Julie, Enclosed please find the following items for the above referenced project o Three (3) complete sets of stamped and signed plans o Two (2) sets of Structural & Energy Calculations o Two (2) sets of Mechanical drawings stamped and signed o Two (2) sets of Plumbing drawings stamped and signed o One (1) completed Building Permit Application o One (1) completed Mechanical Permit Application o One (1) completed Plumbing Permit Application o One (1) check in the amount of $1,447.93 made payable to The City of Tualatin Can you please see to it that the City receives these drawings for our permit review. If you have any questions or concerns feel free to contact either myself or Nina Raey. Thanks 1342 BELL AVENUE, SUITE 3K TUSTIN, CA 92780 .1Ioei Ihn•ar jl► .I SSIST.1.\"T PROJECT 31.4.VAGER PH: (714) 258 -1808 FAX: (714) 258 -2401 Fandev a direcpc.com SIERRA ol ENGINEERING G R O U P ■ STRUCTURAL CALCULATIONS FOR CALIFORNIA PIZZA KITCHEN AT Bridgeport Village Tualatin, Oregon • February, 2005 A 1328 DECOTO ROAD, SUITE #120, UNION CITY, CALIFORNIA 94587 PH: 510.487.9192 Fax: 510.429.7951 A TABLE OF CONTENTS PAGE Lateral Analysis 1 Mech Units Lateral Support 1 Mech Units Gravity Support 2 -6 Check of (E) Structure 7 Entry Canopy - Structure 8 -18 Entry Canopy - Framing 19 -28 \ _ 01/4 0 PROFE C ORE ON ` \ � v Q: S F. S\ /065' BY DATE SUBJECT n°IK_ SHEET NO. I OF CHKD. BY DATE D(J c.4T7N, JOB. NO. 030(6 Jtv /51575 Wi l <a a , V= 9 o w r N. s E-Xe .g 4: mo7561,6 k1,kdV 2 = = 0.00256x0- 7X /_o k q Zx = z f Mak t{f L11,4 4 tM_. = 4 x (D : 4° s : o.a5 A= 9 ( G 0.45) _ — <o.B, 6.¢/ 6 /split `rod- = 0. /33 *- Of f‘- = O.0 50 Kip 544J = 7 /3 t = 4( /.0q) //5 = 0.605 Tp 0. /33x0 fc l 0.407K9. 4.495 wp. "ler l ( (%f jA /I n is ern L- W(e) QTv /0' ¢ 2970 ( o,to7x <97o x 4 /2 - 970 x 6 /z) T= 4379 I (,% . N / /vati //iA7n cl : ,9_ /0 b r 6P CI 11/11y 1o.a iorfx6e5 — 251 /o = —2372-7 (,V 1 ‘ o. /o7x7g7e 3/S (4C O Hd 6'13'7) w/ ti r aE los115,2 2 6.crs fne 5foe 4' b T - r SIERRA ENGINEERING GROUP BY DATE SUBJECT CPC SHEET NO. 2- OF CHKD. BY DATE 7Vf4 TV/ : O(-.- JOB. NO. (95 *ch . 1;Xi fterYff RE-P W = .29 7t, /l /o f 6 > ro .s 6 1 = f3 . ' 1?0 Vie = C5x9 S PianD /( Wrrfkl 9// 9 /'J 72$ • 7 ra A,d 44'6 7t, 5 Are sf w /S -0.33 u= O- 33x /9 -( I&it 0./ 26 4.4 COad= /9- /ka /z6 = 2.g. .77$ lG rgtid /4 • 57rner ,f6.fr 07% sew Phut ,In G /s,J 5 1'// L - will f;i'ec•) 4 ,, y i v <El i/o t /Df (4e---re( ✓= r/¢ $' fftea 74-. 0.7o7,cm.3x-7ok t � 1 2.78k 7 a•W k bk! Utz : /5. ii //-T Wr/d tr070 E /rcdel -s SIERRA ENGINEERING GROUP 3 Rev: 560000 Steel Beam Design Description MechUnitChannel General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : C5X9 Fy 36.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 5.50 ft Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.50 ft i Distributed Loads # 1 #2 #3 #4 #5 #6 #7 • DL 0.093 k/ft LL k/ft ST k/ft Start Location ft End Location 5.500 ft Summary 1 Beam OK Static Load Case Governs Stress Using: C5X9 section, Span = 5.50ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 5.50ft, LDF = 1.000 Actual Allowable Moment 0.352 k -ft 6.408 k -ft Max. Deflection -0.007 in fb : Bending Stress 1.185 ksi 21.600 ksi Length /DL Defl 8,896.7 : 1 fb / Fb 0.055:1 Length /(DL +LL Defl) 8,896.7 : 1 Shear 0.256 k 23.400 k fv : Shear Stres 0.157 ksi 14.400 ksi fv / Fv 0.011 : 1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only (a Center (7a. Center (a) Cants as Cants Max. M + 0.35 k -ft 0.35 k -ft Max. M - k -ft Max. M © Left k -ft Max. M @ Right k -ft Shear @ Left 0.26 k 0.26 k Shear @ Right 0.26 k 0.26 k Center Defl. -0.007 in -0.007 0.000 -0.007 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.26 0.26 0.26 k Reaction @ Rt 0.26 0.26 0.26 k Fa calc'd per Eq. E2 -2, K *Ur > Cc I Beam, Major Axis, Fb per Eq. F1 -8, Fb = 12.000 Cb Af / (1 * d) _ Section Properties C5X9 Depth 5.000 in Weight 8.97 #/ft r -xx 1.836 in Width 1.885in I -xx 8.90 in4 r -yy 0.489 in Web Thick 0.325 in l -yy 0.63 in4 Flange Thickness 0.320 in S -xx 3.560 in3 Area 2.64 in2 S -yy 0.449 in3 4 i Rev: 560000 t 1 Steel Beam Design 1 Description MechUnitChannel • i Sketch & Diagram I 7 - 0.11illiiitUi4 l 0.093km 2 . Il • aim WI' 1 memees 1 -wee 1 E • coo • : ' .4 0 , .48 d.98 .49 .99 2.49 .99 3.49 4 00 4 50 .01 1 Randinn Fulnmantc Location MI 5.sti I Dmax 4 -0.007M -Ix 11 1111111=11 Rmax = 0 256k Rm.= 0256k -0 .00 ■81111111111111111111111118111•111111111■- Vmax a left = 0 256k We . a rt = 0.2 ;,--, ..o . 12 1 III . III _ i v -0.17 • .c • -- C 6.48 0.98 .49 .99 2.49 .99 .49 4.00 .50 .01 Rpam Chpar Location (ft) 0 i amm aimminommiammianr .. 1111111111111111011=mar re -11 . --- - - - 1111111111101111111111111111111111111111/ 410101 2 -0.00 - ---- .-- c _--, -0.00 hllh,.. EMIIIIMISMirp:diii=1 c : 111111011101111106. ' g . 0 Do 1111111111111111111111116, - 11 11111111111111111111111111111111111111111111Nr - ■1111111111111111= 11111111111111111111111111911111111■- - 'IIIIIIMIIMIMIIMMIMIIOP' - _...m== - ..- MIN to 0 (.48 0.98 1.49 .99 2.49 .99 .49 4.00 .50 .0 o npflortinn Location (ft) Sierra Engineering Group Title : Job # Alan Morales Dsgnr: Date: 8:41AM, 10 FEB 05 Description : Scope: Rev: 510301 User: KW-0603155, Ver 5.1.3, 22 -Jun -1999, Win32 Steel Beam Design Page 1 (c) 1983 -99 ENERCALC c: 1ec \iulio2.ecw:Calculations Description Suspended Hood Angle General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements ` Steel Section : L4X4X1/4 Fy 36.00ksi 1 Pinned - Pinned Load Duration Factor 1.00 Center Span 5.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.00 ft Minor Axis Bending ! 1 Point Loads #1 # 2 #3 # 4 #5 #6 # Dead Load 0.228 k Live Load k Short Term k Location 2.500 ft . 1 Summary 1 Beam OK S tatic L oad Case Governs Stress Using: L4X4X1/4 section, Span = 5.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 0.306 k -ft 1.715 k -ft Max. Deflection -0.013 in fb : Bending Stress 3.510 ksi 19.696 ksi Length /DL Defl 4,728.6 : 1 fb / Fb 0.178: Length /(DL +LL Defl) 4,728.6 : 1 Shear 0.130 k 14.400 k fv : Shear Stres 0.130 ksi 14.400 ksi fv / Fv 0.009: 1 Force 81 Stress Summary II « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only A Center (. Center A Cants A Cants Max. M + 0.31 k -ft 0.31 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 0.13 k 0.13 k Shear @ Right 0.13 k 0.13 k Center Defl. -0.013 in -0.013 0.000 -0.013 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in • Reaction @ Left 0.13 0.13 0.13 k Reaction @ Rt 0.13 0.13 0.13 k - Section Properties L4X4X1/4 Depth 4.000 in Weight 6.59 #/ft r -xx 1.252 in Width 4.000in I -xx 3.04 in4 r -yy 1.252 in Leg Thick 0.250 in l -yy 3.04 in4 S -xx 1.045 in3 Area 1.94 in2 S -yy 1.045 in3 Sierra Engineering Group Title : Job # Alan Morales Dsgnr: Date: 8:41AM, 10 FEB 05 Description : Scope : RN: 510301 Use KW-0 603155, Ver 5.1.3, 22 -Jun -1999, Win32 Steel Beam Design - Page 2 l (cr: ) 1983 -99 ENERCALC c: \ec \iulio2.ecW:Calculations Description Suspended Hood Angle Sketch & Diagram II 1 1111 III 1111 IIII II lmlll' IIn1111 11111(11 " "' 1 _' c��. 00 i228k 1nl'„i; IIIIIIIIIIIIIIIIIIIIII11111111 IIII! IIiIIIIIIIIIII11111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIiN IIIIIIMINN■■ 1 1 ,IIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiIWIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIII !IIIIIIIIIIIIilI MIIMIIMM■11111111 isli 111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111∎ 11iII111111II111111111111111 1II!IIIIIII IIIIIIIIIIIIIIIIIII31 = == i!11� I,IIIIIIIIIIII 111111IIIIIIIIIIII !111111•11IIIIIIIIIIII11 IIIIIIIIIIII11111IIII 1111!II1111nI1111111i ' " - 111111EM•1111111111111 '1' 1•■=1•11IIIIII11,111l 1 4 '. MN - iiIIIIIIIi11iIIIIIIVI it l ' - 1•IIIIIIIIII!II!11111111 I' � 5ft .10 Shear I ' = — 1 Wad ) Mrnax = 0.3k-It _ � 1 i ..�' 11 iu ` . ��- 00 °"'ax = -0.013in �MI—� IIIIVIII IIII • �1•�I 111 I II IIIIIIIIIII l 1 111 1 1 111 g1'11y1'111 11111•1111111= Rmaz = 0.130k Rniax = 0.130k =��T" I I : II III Vmax @ left = 0.130k Vmax 0 R = 0.130k 1 11 1 1 1 11 ', _ m Corr- 1; 1 ? I IIIIi1h16n mill 11 lo1111111 :IA11;11l 111111il if lil11111inli I 1 1111iW1,11111111ll i il 1161111111111♦ iddlllll (Ii1lji11111Wi.IIiIIIIWIIUf ' I I . -- � 0. ,, I I I L. . _ •,1 _ k Location • o-t,... ' r111 1i " r IIIIIPTIMPITIMIRIFFIR77 1 71411 ' 00 IIIiL ;r ;0.01 EL ' , __ 21;1111111111111, .ice 1.01 — — AIM= _ +am .0.01 I lU' -- '.01 � i ru. �IJ I _ Low Y Deflection (In) Location Alamo Member (ft) BY DATE SUBJECT CP SHEET NO. 7 OF CHKD. BY DATE 7241 77/') / 01C JOB. NO. 05 C/ c4 ,/ c0/ 5$J c» v f urs7( Cyr. 16a) `� CE J Zy mss 4 742 z y ,crs 4 7b14/ loud= 2/62 > /500 # i t 1 1e) - - 169 742 I 7fz 1 . z(! s4 �)c./ low= /f32• > /5ao 1354 - # 297 #f f /4r 22 -53 / /L /A/e - Aed � c r✓l / , ,9f n..% erec/ Top /'/iPrr'i.G''Yt l C" 1c QGI • A 07 7 / s ✓ � / . / S /tJ a al /714e. a7?E (5-00 r r .°17L- J el err- 7771/0 =GI �o Fir ce_c % 1 e'er 6 /n -ect rte) ,Ti -t- w ' �� /b <e�. 5 � n [..o( (race' 1)4 = /6 /‘' S/' r 5 ' - 75p/f. LC- ;if% / 0sf K 5= /25/4 /5 7q2 45' �z 7'4Z 35' 94 Ph" GUq. 75 f9 9t /7<sw•) 4 /66 p(f Alt= /25 p ltr. uvT� 3 /IPlf. 4 Oa 4r6 96 < / /D€ !c- V.-r <, x r /z. 3 /(x = 7 /5LC c x'.40 k 24' LiC S 4 o etre 5 O. /1 r cLtt c/'c d No n{cd 1 ,rZ n7lrrce /!=) 7. /sr SIERRA ENGINEERING GROUP BY DATE SUBJECT c/ SHEET NO. g OF CHKD. BY DATE TU/ L 4 j7 /J , c0( JOB. NO. 5' t NT /y c 4i�:lo�}� /),ad toA CC/,Qr/ /4/77/Z ( Ott 5 r .34 P // w4 : ,g- # ;1T /Z P = 7/k w=2. psfx 8 9,Z / 0/i. 1 /N51/7A R.4 w= 2X5 /s /k¢- ,/' /f. Of k /6 M71 ,k7/57Y e /6 a * Bt 2 (2(//3 ,.5) f (2x(214) L= 9/ E /1; 45.5' /. /7.x 5Krx5, = 3p/F. Cd= 4/7// - = D. 9 /"/f �BPs1x = 7157f w � 3. to p/l L /Y3z la4e cv 0..rs fx 57z:- P IF / /NA /e OD, �1 rD,n fie 4u' /J /n f J/•2LC S cr, Ar / V= 9omP'Y I = /•o P 5 0. a o z , 5 6 I ' 4, k' V r- A 0 7 7 7 1 1 $ 1 . 9 0 Z , .o = /2 r f /'1rn,d/J = rl(dr. ) .7; 4-7_55,17. GGp = -46 / r IGGp tp. /8/ = -/7.6 /&() - 07•0 u1 = 2 2 .5 5 -577 40 = :5€Z I F L0�40 (sm � rv - A7/ c /S jt3c Zoo3 /60 I) 3) D4WfL ¢) O.b t) SIERRA ENGINEERING GROUP 14 15 '0' V© 0 8 `- i mfiriebe - SEC7'70N A\ Cole,111HJ5 75 Z\ taa2 Uf0 &If £ 9,e 15 I• Solution: Envelope Sierra Engineering Group Curved Canopy February 10, 2005 jc 11:24 AM 05016 Curved Beam.r3d 10 Company : Sierra Engineering Group February 10, 2005 Designer : jc 11:20 AM Job Number : 05016 Curved Canopy Checked By: Materials (General) Material Label Young's Modulus Shear Modulus Poisson's Thermal Coef. Weight Density Yield Stress (ksi) (kssi Ratio per 10A5 F) (k/fM3) (ksi) STL ! 29000 ; 11154 I .3 .65 1 .49 i 36 Sections Section Database Material Area SA(yy) SA(zz) I y -y I z -z J (Torsion) TIC Label _ Shape __ Label (in)A2 (inA4) (in "4) (in"4) Only -7 1 TU5X5X4 STL r 4.59 ' 1.2 1.2 16.9 16.9 _ 27.4 2 C9X15 STL r 4.41 1.2 1.2 1.93 51 .21 Joint Coordinates Joint Label X Coordinate Y Coordinate Z Coordinate Joint Temperature Detach from (ft) - _ T (ft) (F) Diaphragm 3 5.25 0 T 0 0 No 4 5 0 1.62 0 No 5 4.25 0 3.09 0 No i 6 3.06 0 4.25 0 _ No 7 1.62 _ 0 5 0 No 8 0 0 5.25 0 No 9 -1.62 0 5 0 No 10 -3.09 0 4.25 0 No 11 -4.25 0 3.09 0 No 12 -5 0 1.62 0 No 13 -5.25 0 0 0 No 2 5 0 -2 0 No 20 1 - _ 5.25 -10 0 0 _ No j 21 -5.25 -10 0 0 No I 14 -5 0 -2 0 No 15 -4.25 • 0 -3.09 0 No 1 4.25 , 0 -3.09 0 No - Boundary Conditions Joint Label X Translation Y Translation Z Translation MX Rotation MY Rotation MZ Rotation (k/in) (k/ _ (k/in) (k- ft/rad) (k- ft/rad) (k- ft/rad) 13 1 Reaction Reaction 3 Reaction Reaction 10 6 2 21 Reaction Reaction Reaction • 20 I Reaction Reaction Reaction 1 Reaction 15 Reaction Member Data X -Axis Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End J -End I -End J -End Code Length jdegrees.1 Set TOM xyz xyz T _yx z xyz Jin) - (in) (ft) - 2 - - 21 1 . 1 -r STL �' Y' . ' 10 ' 1 20 3 -� - - 1 1 I STL -I Yi - ( 10 3 1 2 1 2 STL Y ' - _ _ 1 1.323 - 4 2 3 2 STL Y J 2.016 5 _ 3 4 - 2 STL Y 1.639 I 6 4 5 ! 2 STL - TY 1.65 7 5 6 i 2 STL Y 1.662 8 _T 6 7 _ ' -_ 2 STL Y . 1.624 9 7 8 . 2 .. __ _ STL ` Y 1.639 RISA -3D Version 4.5b [C:1...1...1...1...\Year2005103 05016 CPK Tigard OR \Struct \Curved Beam.r3d] Page 1 // Company : Sierra Engineering Group February 10, 2005 Designer : jc 11:20 AM Job Number : 05016 Curved Canopy Checked By: Member Data (continued) X-Axis Shape / Material Phys End Releases End Offsets Inactive Member Label I Joint J Joint K Joint Rotate Section Set Memb I-End J-End I-End J-End Code Length degrees) Set TOM xyz xyz xyz xyz (in) (in) (fi _____ i 10 _1 8 9 , 2 1 STL 'V 1.639 - I 11 _ 9 10 i 2 ! STL Y 1.65 12 , 10 11 - 1.64 13 : 11 12 2 STL Y 1.65 ' 14 12 13 - I 2 STL Y 1.639 15 ' 13 14 2 STL Y 2.016 _ - 16 - 14 15 - I 2 STL Y - - 1.323 Basic Load Case Data Load Type Totals BLC No. Basic Load Case Category Category • Gravity Direct Description Code Description X Y Z Joint Point Dist. Area Surf. 1 r----- DL [_ Dead Load - 14 i - 2 LL Live Load , 10 3 • WL1 Wind Load 10 - ■ __I__ Member Direct Distributed Loads, Category : DL, BLC 1: Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft!) (ft or %) (ft or %) 3 Y -.004 -.004 T 0 3.77 4 I Y -.004 -.004 0 3.77 5 Y -.025 -.025 0 3.77 6 Y -.025 -.025 0 3.77 7 Y -.025 -.025 0 3.77 8 Y -.025 -.025 I 0 3.77 9 Y -.025 -.025 0 3.77 10 1 Y -.025 -.025 0 3.77 11 Y -.025 -.025 0 3.77 12 Y -.025 • -.025 0 3.77 13 Y -.025 -.025 0 3.77 14 Y -.025 -.025 0 3.77 15 Y -.004 -.004 0 3.77 16 Y -.004 - .004 0 3.77 Member Direct Distributed Loads, Category : LL. BLC 2: Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) 5 Y -.05 -r -.05 1-- i 0 3.77 - 6 Y -.05 -.05 0 3.77 _ 7 Y -.05 -.05 0 3.77 8 Y -.05 -.05 0 3.77 9 Y i -.05 , -.05 ' 0 3.77 _ 10 Y -.05 -.05 0 3.77 11 Y -.05 , -.05 0 , 3.77 _ 12 l Y -.05 1 -.05 0 3.77 13 : Y -.05 -.05 0 3.77 14 Y i -.05 ----. -.05 0 3.77 Member Direct Distributed Loads, Category: WL, BLC 3: Member Label Direction Start Magnitude End Magnitude Start Location End Location (Idft, F) (k/ft, F) Aft ori)t, (ft or %) ________ ____ 5 , y -.056 . -.056 0 0 6 -.056 -i-- ■ -.056 0 0 7 1 , y -.056 ' -.056 0 0 - -I- - - 8 I -.056 -.056 0 0 • . ' RISA-3D Version 4.5b [CA...1...1...\...Wear2005\03_05016_CPK Tigard OR\Struct\Curved Beam.r3d] Page 2 /1 Company : Sierra Engineering Group February 10, 2005 Designer : jc 11:21 AM Job Number : 05016 Curved Canopy Checked By: Member Direct Distributed Loads, Category : WL, BLC 3 (continued) Member Label Direction Start Magnitude End Magnitude Start Location End Location (k/ft, F) (k/ft, F) (ft or %) (ft or %) 9 Y - .056 — -.056 0 0 10 1 Y -.056 -.056 — 0 0 11 1 Y -.056 _ _ -.056 0 0 12 I Y -.056 -.056 — I 0 0 13 Y -.056 -.056 0 0 14 Y -.056 -.056 0 0 Load Combinations Num _ - D escription Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor - D l Y I I 1 ; 1 Y -1 1 1 2i D +W IYI I 1 1 1 3 1 3 D +W +L y_L_L 1 1 1 2 _ 1 3 1 4 0.6D + W I y I I I ! 1 1 .6 3 -1 RISA -3D Version 4.5b [C:\. ..1...1...1...1Year2005103 05016 CPK Tigard OR\Struct\Curved Beam.r3d] Page 3 /3 Company : Sierra Engineering Group February 10, 2005 Designer : jc 11:22 AM Job Number : 05016 Curved Canopy Checked By: Envelope Reactions Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment _ (k) Lc (k) _ Lc _ (k) Lc (k -ft) Lc (k -ft) Lc (k -ft) Lc 13 - I max .051 1 4 ! 0.000 1 .056 4 ' 0.000 ' 1 0.000 1 0.000 1 I min -.164 3 0.000 1 -.177 3 0.000 1 0.000 1, 0.000 1 3 _ I _max .164 3 ' 0.000 1 .056 ! 4 0.000 1 0.000 1 0.000 1 min -.051 4 0.000 1 - .177 3 0.000 1 0.000 1 0.000 1 21 max .164 3 1.667 3 .177 3 0.000 1 0.000 ' 1 0.000 1 min -.051 , 4 -.514 4 -.056 4 0.000 1 0.000 1 0.000 1 20 max .051 4 . 1.664 3 .177 3 0.000 1 0.000 1 0.000 1 min - .164 3 -.514 , 4 - .056 4 0.000 1 0.000 1 0.000 1 1 max 0.000 1 .185 4 0.000 1 0.000 1 0.000 1 0.000 1 ■ min 0.000 1 -.575 3 0.000 1 0.000 1 0.000 r 1 0.000 1 L 1 max 0.000 1 .185 4 0.000 1 0.000 1 0.000 1 0.000 1 min 0.000 1 - .577 3 0.000 1 0.000 1 0.000 1 0.000 1 Reaction Totals : max 0.000 3 2.179 3 0.000 3 min 0.000 2 -.658 4 0.000 4 Envelope Joint Displacements Joint Label X Translate Y Translate Z Translate X Rotate Y Rotate Z Rotate (in) Lc (in) Lc (in) Lc (radians) Lc (radians) Lc (radians) Lc 3 max 0.000 i 4J 0 T4 0.000 3 1.737e -3 3 0 13 1 1.611e-3 3 min 0.000 3 -.002 3 0.000 4,- 5.48e -4 4 0 4 l - 5.05e -4 4 4 _ max 0.000 4 .014 4 0.000 3 1.599e -3 3 0 3 5.498e -3 3 min 0.000 i 3 -.046 3 0.000 4 -5.049e-4 4 0 4 -1.721e-3 4 5 max 0.000 4 .04 4 0.000 3 2.454e -3 3 0 3 4.351e-3 3 min 0.000 3 I -.127 3 0.000 4 - 7.725e - 4 4 0 4 -1.362e-3 4 6 I max 0.000 i 4 .07 4 0.000 3 5.127e - i 3 0 3 1.819e -3 1 3 min 0.000 3 - .224 3 0.000 4 -1.609e-3 4 0 4 -5.695e-4 4 7 max 0.000 4 .095 4 0.000 3 7.843e -3 3 0 3 3.138e -4 3 min 0.000 3 - .302 3 0.000 4 -2.46e-3 4 0 4 -9.823e-5 4 8 max 0.000 3 104 4 0.000 3, 8.995e -3 3 0 3 5.554e -6 4 min 0.000 4 -.33 3 0.000 4 -2.82e-3 4 0 4- 1.774e -5 3 9 max 0.000 3 .094 4 0.000 3 7.823e -3 3 0 4 1.103e -4 4 min 0.000 4 -.301 3 0.000 4 -2.453e-3 4 0 3 - 3.523e - 4 3 10 max 0.000 3 .07 4 0.000 3 4.993e - 3 0 4 5.908e - 4 min 0.000 4 -.223 3 0.000 4 - 1.567e -3 4 0 3- 1.887e -3 3 11 max 0.000 3 .04 4 0.000 , 3 2.473e -3 3 0 4 1.356e -3 4 min 0.000 4 -.127 3 0.000 4 -7.785e-4 4 0 3- 4.331e -3 3 12 max 0.000 3 .014 4 0.000 3 1.606e -3 3 0 4 1.721e-3 4 min 0.000 4 -.046 3 0.000 4 -5.07e-4 4 0 3 -5.498e-3 3 13 max 0.000 3 0 4 0.000 3 _1.742e -3 3 0 4 5.06e -4 4 min 0.000 4 -.002 3 0.000 _ 4 - 5.495e -4 4 0 3 -1.614e-3 3 2 max 0.000 4 .031 3 0.000 3 2.087e -3 3. 0 3 6.409e -3 3 1 min 0.000 3 -.01 4 0.000 4 -6.598e-4 4 0 J 4 - 2.028e -3 4 20 maxi 0.000 1 3 0.000 4 0.000 4, 2.704e -4 4 0 3 r 2.492e -4 4 min I 0.000 l 4 0.000 3 0.000 3 1 -8.571 e-4 _3 0 _ 4 - 7.947e -4 3 I 21 max 0.000 1 4 0.000 i 4 0.000 1 1 • ! min 0.000 13 0.000 3 0.000 , 3 - 8.595e -4 3 0 3 - 2.497e -4 4 14 Imax I 0.000 1 3' .031 3 ! 0.000 3 2.092e -3 3 0 4 2.034e -3 4 min 0.000 4 1 -.01 4 0.000 4- 6.617e -4 4 0 3 -6.428e-3 3 15 max _ 0.000 3 1 0.000 3 0.000 3 2.052e -3 3 0 4 2.042e - 4 i min 0.000 4 0.000 4 0.000 4 - 6.488e - 4 14 0 3 -6.456e-3 3 1 Imax 0.000 4 0.000 3 0.000 3, 2.046e -3 I 3 0 3 6.437e -3 3 min 0.000 3 0.000 4 0.000 1 4 - 6.469e - 4 4 T 0 4 - 2.037e - 3 4 RISA -3D Version 4.5b [C:\. .. \...1...1... \Year2005103 05016 CPK Tigard OR \Struct \Curved Beam.r3d] Page 4 %"( Company : Sierra Engineering Group February 10, 2005 Designer : jc 11:22 AM Job Number : 05016 Curved Canopy Checked By: Envelope Member Section Forces Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc (k) (k) (k) (k -ft) (k -ft) (k -ft) I 2 1 maxi 1.667 3 .051 1 4' .177 3 0 0 1 0 1 1 min -.514 4 -.164 13 -.056 4 0 1 0 1 0 1 2 max 1.667 3 y__ .051 -i 4 i__ 177 3 0 1 .885 1 3 .82 3 min -.514 4 -.164 3 -.056 4 0 1 - .279 4 -.257 -1 4 3 max 1.667 3 .051 1 4 .177 3 0 1 1.771 3 1.64 3 min -.514 4 -.164 3 -.056 4 0 1 - .559 4 -.514 4 1 1 max 1.664 3 .164 3 .177 3 0 1 0 1 0 1' min -.514 4 -.051 4 -.056 4 0 1 0 1 0 1 2 max 1.664 3 .164 3 .177 3 0 1 .883 3 .257 4 min -.514 4 -.051 4 -.056 4 0 e - .279 4 -.819 3 3 max 1.664 3 .164 3 .177 3 0 1.766 _ 3 .513 4 min -.514 4 -.051 4 -.056 4 0 111ffl - .557 4 -1.637 3 3 1 max 0 1 .185 4 0 1 0 IN 0 1 0 1 min 0 1 i -.575 3 0 1 0 1 0 1 0 1 2 max 0 1 .183 4 0 1 0 1 0 1 .381 3 min 0 1 -.578 3 0 1 0 1 0 1 -.122 4 3 max 0 1 .182 4 0 1 1 0 1 0 1 .764 3 min 0 1 -.58 3 0 1 0 1 0 1 -.243 4 4 • 1 max 0 1 .182 4 0 1 .352 3 0 1 .678 3 • min 0 1 -.58 3 0 1 -.112 4 0 1 -.215 4 2 max 0 1 .179 4 0 1 .352 3 0 1 1.265 3 min 0 1 -.584 3 0 1 -.112 4 0 1 -.397 4 3 max 0 1 .177 4 0 1 .352 3 0 1 1.856 3 i min 0 1 -.588 3 0 1 -.112 4 0 1 -.577 4 5 1 I max 0 1 1.076 3 0 1 .157 4 0 1 3.684 3 min 0 1 -.337 4 0 1 -.502 3 0 1 1 -1.153 4 2 max 0 1 .968 3 0 1 .157 4 0 I 1 2.846 3 ' min 0 1 -.303 4 0 1 -.502 3 0 1 - .891 4 3 max _ 0 1 .861 3 0 1 .157 4 0 1 2.096 3 min 0 1 -.27 4 0 1 -.502 3 0 1 -.656 4 6 1 max 0 1 .861 3 0 1 .18 3 0 1 2.148 3 min 0 1 -.27 4 0 1 -.056 4 0 1 -.672 4 2 max 0 1 .753 3 0 1 .18 3 0 1 1.482 3 min 0 1 -.236 4 0 1 -.056 4 0 1 -.464 4 3 max 0 1 .645 3 0 1 .18 3 0 1 .905 3 min 0 1 -.202 4 0 1 -.056 4 0 1 -.283 4 7 1' max_ 0 1 .645 3 0 1 .461 3 0 1 .8 3 min 0 1 -.202 4 0 1' -.144 4 I 0 1 -.25 4 . 2 max 0 1 .536 3 0 1 .461 3 1 0 1 .309 3 min 0 1 -.168 4 0 1 - .144 0 1 -.097 4 3 max 0 1 .427 3 0 1 .461 B 0 _ 1 .029 4, min 0 1 -.134 4 0 1 -.144 4 0 1 -.091 3 I 8 1 max 0 1 .427 3 0 1' .415 3 0 1 .069 4 min 0 1 -.134 4 0 1 -.13 4 0 1 -.22 3 2 max 0 1 .321 3 0 1 .415 3 0 1 .164 4 min 0 1 -.1 4 0 1 -.13 4 0 1 -.524 3 3 max 0 1 .215 3 0 1 .415 3 0 1 .232 4 _ min 0 1 -.067 1 4 0 1 -.13 4 0 1 -.741 3 9 { 1 max 0 1 1 .215 I3 0 1 .155 3 0 1 .261 l 4 i min ' 0 1 -.067 4 0 ! 1 -.048 4 0 1 -.835 3 2 max ! 0 1 107 3 � 0 1 .155 13 0 _ 1 303 4 min ' 0 1 -.034 F 4 0 1 -.048 4 0 1 -.967 3 3 I max , 0 1 0 4 0 1 .155 3 0 } 1 .316 4 min 0 1 1 0 3 0 1 -.048 4 0 1 -1.011 3 10 1 max 0 1 0 4 0 1 .049 4 0 1 .316 4 min , 0 1 i 0 ; 3 0 1 I -.157 1 3 0 1 -1.01 3 RISA -3D Version 4.5b [C: \... \...1... \... \Year2005 \03 05016 CPK Tigard OR \Struct \Curved Beam.r3d] Page 5 Company : Sierra Engineering Group February 10, 2005 Designer jc 11:22 AM Job Number : 05016 Curved Canopy Checked By: Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear y -y Lc Shear z -z Lc Torque Lc Moment y -y Lc Moment z -z Lc (k) (k) (k) _ k -ft (k -ft) k -ft 2 max . 0 1 .034 0 0 0 .049 4 0 0 .302 4 min 0 1 -.108 3 0 -.157 0 1 -.966 3 max 0 1 .067 4 0 .049 0 1 .261 min 0 1 -.215 3 0 - .157 0 1 -.834 11 1 max 0 1 .067 4 0 .129 0 1 .232 min 0 max 0 1 101 B 0 e 129 e 0 1 163 max 0 1 .135 4 0 111 129 II 0 111 066 B min 0 1 -.431 0 1 -.411 0 -.21 12 1 max 0 1 .135 0 1 .143 0 .023 min 0 1 -.431 0 1 -.455 0 -.073 2 max 0 1 .169 0 1 .143 0 .325 min 0 1 -.539 0 1 -.455 0 -.102 3 max 0 1 .202 0 1 .143 0 .811 min 0 1 -.646 0 1 -.455 0 -.254 H 13 1 max 0 1 1 .202 = 0 1 .057 e 0 e .912 2 max 0 1 .236 B 0 1 .057 B 0 B 1.489 ii max 0 1 1 .27 e 0 1 .057 B 0 B 2.156 1111 min 0 -.862 0 1 -.183 0 -.675 14 1 max 0 B .27 B 0 1 .502 0 2.105 min 0 2 max 0 ® .303 A 0 1 .502 0 2.856 min 0 -.97 0 1 -.157 0 -.894 3 max 0 e .337 e 0 1, .502 e 0 B 3.694 e 0 ' 1 -.157 H min 0 15 max 0 e -1 .59 7 ® 0 1 .112 0 1 1.862 min 0 e -.177 4 0 1 -.353 e 0 1 -.578 II 2 max 0 .586 3 0 1 .112 0 ! 1 1.269 min 0 M -.18 4 0 1 -.353 0 1 -.398 3 max 0 .582 3 0 1 .112 B 0 1 .681 I min 0 1 - .182 4 0 0 II -.353 0 1 -.216 16 1 max 0 1 .582 3 0 111 0 1 .767 0 , 1 -.243 H 2 max 0 1111 .579 ® 0 B 0 111 0 1 .382 min 0 3 max 0 e -.184 .577 MI 0 0 = 0 1 - II .577 min 0 1 -.185 4 0 1 0 1 0 1 0 1 Envelope Member Section Torsion Member Label Section Torque Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Bend (k -ft) Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc j 2 1 max 0 1 0 1 No Warping Calculations... min 0 1 0 1 2 max 0 1 0 1 i min 0 1 i 0 1 3 max 0 1 0 1 min ' 0 1 0 1 1 1 max 0 1 0 1 No Warping Calculations... min 0 1 0 1 2 max 0 1 0 1 min 0 1 0 1 3 max 0 1 0 1 min 0 1 0 ' 1 3 1 max 0 , 1 0 1 0 1 0 1 0 1 0 1 RISA -3D Version 4.5b [C: \... \...\...\...1Year2005 \03 05016_CPK Tigard OR \Struct \Curved Beam.r3d] Page 6 / . Company : Sierra Engineering Group February 10, 2005 Designer : jc 11:23 AM Job Number : 05016 Curved Canopy Checked By: Envelope Member Section Torsion, (continued) Member Label Section Torque Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Bend (k -ft) Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc min 0 1 0 1 0 1 0 1 0 1 0 1 2, max 0 1 0 1 0 1 0 1 0 1 0 1 min 0 1 0 1 0 1 0 1 0 1 0 1 3 max 0 1 0 1 0 1 0 1 0 1 0 1 1 min 0 1 0 T 1 0 1 0 1 0 1 0 1 4 1 max .352 3 0 1 .11 4 .674 3 5.186 3 9.549 3 min -.112 4 0 1 -.347 3 -.214 4 -1.646 4 -3.03 4 2 max .352 3 1.364 3 .092 4 .563 3 0 1 0 1 min -.112 4 -.433 4 - .29 3 -.179 4 7- 0 1 0 1 3 max .352 3 0 1 .11 4 .674 3 1.646 4 3.03 4 min -.112 4 0 1 - .347 3 -.214 4 -5.186 3 -9.549 3 5 1 max .157 4 0 1 .495 3 .301 4 1.956 4 3.601 4 min -.502 3 0 1 -.155 4 -.962 3 -6.251 3 -11.51 3 2 max .157 I 4 .423 4 .438 3 .267 41 0 1 0 1 min L -.502 3 -1.351 3 -.137 4 -.852 3 0 1 0 1 3 max .157 4 0 1 .495 3 .301 4 6.251 3 i 11.51 3 min -.502 3 0 1 -.155 4 -.962 3 -1.956 4 -3.601 4 _ 6 1, max .18 3 0 1 .055 4 .344 3 2.251 3 4.144 3 • min -.056 4 0 1 -.177 3 -.108 4 -.705 4 -1.298 4 2 max .18 3 .49 3 .049 4 .305 3 0 1 0 1 min -.056 4 -.153 4 -.157 3 -.095 4 0 1 0 1 3 max .18 3 0 1 .055 4 .344 3 .705 4 1.298 4 min -.056 4 0 1 -.177 3 -.108 4 -2.251 3 -4.144 3 7 1 max .461 3 _ 0 1 .142 4 .882 3 5.8 3 10.678 3 min -.144 4 0 1 -.454 3 -.276 4 -1.816 4 - 3.343 4 2 max .461 . 3 1.27 3 .125 4 .779 3 0 1, 0 1 min -.144 4 -.398 4 -.401 3 -.244 4 0 1 0 1 3 max .461 3 0 1 .142 4 .882 3 1.816 4 3.343 14 min -.144 4 0 1 -.454 3 -.276 4 -5.8 3 - 10.678 3 1 8 1 max .415 3 0 1 .128 4 .794 3 5.12 3 9.427 3 min -.13 4 0 1 -.409 3 -.249 4 -1.603 4 -2.951 4 2 max .415 3 1.097 3 .114 4 .705 3 0 1 0 1 min -.13 4 -.343 4 -.363 3 -.221 4 0 1 0 1 3 max .415 3 0 1 .128 4 .794 3 1.603 4 2.951 4 min -.13 4 0 1 -.409 _ 3 -.249 4 -5.12 3 -9.427 3 9 1 max .155 3 0 1 .048 4 .296 3 1.925 3 3.544 3 min -.048 4 0 1 -.152. 3 -.093 4 -.602 4 -1.109 4 2 max .155 3 .416 3 .042 4 .262 3 0 1 0 1 min -.048 4 - .13 4 -.135 3 -.082 4 0 1 0 1 3 max .155 3 0 1 .048 4 .296 3 .602 4 1.109 4 min -.048 4 0 1 -.152 3 -.093 4 -1.925 3 -3.544 3 7 10 1 max .049 4 0 1 .155 3 .094 4 .613 4 1.128 4 min -.157 3 0 1 -.049 4 -.301 3 -1.958 3 -3.604 3 ' 2 max .049 4 .132 4 .137 3 .084 4 0 1 0 1 min -.157 3 -.423 3 - .043 4 -.267 3 0 1 0 1 3 max .049 4 0 1 .155 3 .094 4 1.958 3 3.604 3 min -.157 3 0 1 - .049 4 -.301 3 -.613 4 -1.128 4 11 1 max .129 4 0 1 .405 3 .246 4 1.609 4 2.963 4 min : -.411 ' 3 0 1 -.127 4 -.786 3 -5.141 3 -9.465 3 2 1 max ' .129 4 .35 4 .358 3 .218 4 I 0 1 0 1 min -.411 3 - 1.118 3 - .112 4 -.696 3 I, 0 1 0 1 3 max . .129 4 0 1 .405 3 .246 4 5.141 3 9.465 3 min ' . 411 3 0 1 -.127 4 -.786 3 -1.609 4 -2.963 4 12 1 max .143 4 0 1 .449 3 .273 4 1.775 4 3.269 4 min -.455 3 0 1 -.14 4 -.872 3 -5.671 3 - 10.441 3 2 max .143 4 .384 4 .397 3 .242 4 0 1 0 1 min -.455 3 -1.227 3 -.124 4 -.772 3 0 1, 0 1 RISA -3D Version 4.5b [C:\...\...1...\... \Year2005\03 05016 CPK Tigard OR\Struct\Curved Beam.r3d] Page 7 /7 Company : Sierra Engineering Group February 10, 2005 Designer : jc 11:23 AM Job Number : 05016 Curved Canopy Checked By: Envelope Member Section Torsion, (continued) Member Label Section Torque Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Bend (k -ft) _ Lc ksi Lc (ksi) Lc (ksi) Lc (ksi) Lc (ksi) Lc 3 maxi .143 T 4 0 i 1 .449 3 .273 4 5.671 3 10.441 1 3 I min i -.455 3 I 0 1 -.14 4 -.872 3 -1.775 4 -3.269 4 i 13 1 lmax .057 4 0 1 1 .18 3 .11 4 .717 4 1.321 4 min -.183 3 0 1 -.056 4 -.35 3 -2.29 3 -4.216 3 2 max .057 4 .156 4 .159 3 .097 4 0 1 0 1 min -.183 3 -.498 3 -.05 4 -.31 3 0 1 0 1 3 max .0 4 0 1 ' .18 3 .11 4 2.29 3 4.216 3 min -.183 3 0 1 -.056 4 -.35 3 -.717 4 -1.321 4 14 1 max .502 3 0 1 .155 4 .961 3 6.247 3 11.501 3 min -.157 4 0 _ 1 -.495 3 -.301 4 -1.955 4 -3.599 4 2 max .502 3 1.35 3 .137 4 .851 3 0 1 0 1 min -.157 4 -.422 4 -.438 3 -.266 4 0 1 0 1 3 max .502 3 0 1 .155 4 .961 3 1.955 4 3.599 4 min -.157 4 0 1 -.495 3 -.301 4 -6.247 3 - 11.501 3 L_ 15 ' max' .112 4 0 1 .348 3 .214 4 1.651 4 3.04 4 min ' -.353 3 0 1 -.11 4 -.676 3 -5.203 3 -9.579 3 2 max I .112 4 .434 4 .291 3 .179 4 0 1 0 1 min -.353 3 -1.369 3 -.092 4 -.565 3 0 1 0 1 3 max .112 4 0 1 .348 3 .214 4 5.203 3 9.579 3 1 min -.353 3 0 1 -.11 4 -.676 3 -1.651 4 -3.04 4 16 1 max 0 1 0 1 0 1 0 1 0 1 0 1 min 0 1 0 1 0 1 0 1 0 1 0 1 2 max 0 1 0 1 0 1 0 1 0 1 0 1 min 0 1 0 1 0 1 0 1 0 1 0 1 1_ min max 0 1 0 1 0 1 0 1 0 1 0 1 min 0 1 0 1 0 1 0 1 0 1 0 1 RISA -3D Version 4.5b [C:1... \...1...1...1Year2005103 05016_CPK Tigard OR\Struct\Curved Beam.r3d] Page 8 /' Company : Sierra Engineering Group February 10, 2005 Designer : jc 11:23 AM Job Number : 05016 Curved Canopy Checked By: Envelope Member AISC ASD 9th Code Checks Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. Message (ft) - Lc (ft) Lc 2 .272 10 3 .006 0 z 3 H1 -2 1 .271 10 3 .006 0 z 3 H1 -2 3 .037 1.323 3 .019 1.323 y 3 H1-2 I 4 2.016 3 .134 1.008 y 3 H1-2 5 .607 0 3 .156 .803 y 3 H 1 -2 6 .259 0 3 .055 .825 z 3 H1-2 7 .435 0 3 .142 .831 z 3 H1 -2 8 .385 1.624 3 I .125 .812 z 3 H1 -2 9 _ .181 1.639 3 .047 .82 z 3 H1-2 10 .183 0 3 .048 .82 z 3 H1 -2 11 .387 0 3 .126 .825 z 3 H1 -2 12 .426 1.64 3 .139 .82 z 3 H1 -2 13 .262 1.65 3 .056 .825 z 3 H1 -2 14 .607 1.639 3 .156 .836 y 3 H1 -2 15 _ .446 _ 0 3 .134 1.008 y 3 H1-2 16 .038 0 3 .019 0 y 3 H1 -2 RISA -3D Version 4.5b [ C:1.. .1...1...1...1Year2005103_05016 CPK Tigard OR\Struct\Curved Beam.r3d] Page 9 BY DATE SUBJECT C� SHEET NO. l OF CHKD. BY DATE 7f/44 ,cam JOB. NO. f C4/7/ '524 7> /07 Jo/s4 ; G!/es (2.3t /Jt Z.e')x Is' 4- //7XI' = 9- 'if wt_: 2o /- 3 ' - t ,o c i �7��d7` (f ' 39$ ar /256 ,r V0/173 l' /6 pC .) /oll /ft s at r &. a ee.S m (oil / t iv : 9 .3 /7 3 X 5 -5 /z = 20 / I/c = 26 /! 3 x s. s/z p ►ry 11/4 aArt 4.74 / wv ('.d'D/J3# 2.6 �1( 4.1 /- j5 l 6 //` 4:ss440 4 5 c4/0 6.67= f ' iUO = Gs p/F 5 pl F Pr7n7 : /sl 6 "A- P /6 GA NV sr1% 5 v s w/ 3' /$ " k /6 .s Tneelet 7T&.- 5. SIERRA ENGINEERING GROUP CFS Version 3.5 Section: 362S162- 18GA(33).sct Rev. Date: 5/1/2000 362S162 -43, 33 ksi Stud Rev. Time: 12:00:00 PM SSMA Library Rev. By: RSG Software Phone: Fax: Section Inputs Material: A653 SQ Grade 33 Apply strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 in ^6 Torsion Constant Override, J 0 inA4 Stud, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.071200 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.071200 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.071200 Single 0.000 1.5000 1.8125 4 1.6250 0.000 0.071200 Single 0.000 0.0000 0.8125 5 0.5000 - 90.000 0.071200 None 0.000 0.0000 0.2500 CFS Version 3.5 Analysis: Canopy Joist.anl Rev. Date: 2/10/2005 Canopy Joist Rev. Time: 12:54:57 PM Rev. By: Phone: Fax: $ 4 Analysis Inputs Members Section File Revision Date and Time 1 362S162- 18GA(33).sct 5/1/2000 12:00:00 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 5.5000 Top 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.0000 1.000 1.0000 2 XYT 5.5000 1.000 1.0000 Loading: Dead Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 5.5000 -0.01 -0.01 k/ft Loading: Roof Live Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 5.5000 -0.03 -0.03 k/ft • Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: D + L Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Roof Live Load 1.0000 22 CFS Version 3.5 Analysis: Canopy Joist.anl Rev. Date: 2/10/2005 Canopy Joist Rev. Time: 12:54:57 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: D + L Design Parameters at 2.7500 ft: Lx 5.5000 ft Ly 5.5000 ft Lt 5.5000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 362S162- 18GA(33).sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.0000 1.6405 0.0000 0.0000 0.0000 Applied 0.0000 1.6405 0.0000 0.0000 0.0000 Strength 3.6344 7.3455 0.6658 2.3807 1.6578 Effective section properties at applied loads: Ae 0.33977 in ^2 Ixe 0.70993 in ^4 Iye 0.12690 in ^4 Sxe(t) 0.39169 in ^3 Sye(1) 0.23621 in ^3 Sxe(b) 0.39169 in ^3 Sye(r) 0.11667 in ^3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.223 + 0.000 = 0.223 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.223 + 0.000 = 0.223 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.050 + 0.000 = 0.050 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: D + L Parameters at 0.0000 ft: Total Load: 0.099427 k on bottom flange Total Moment: 5.2781e -08 k -in Bearing: 1.0000 in Distance from edge of bearing to edge of opposite load: 5.5000 ft Section: 3625162- 18GA(33).sct Applied Load: 0.09943 k on bottom flange Applied Moment: 0.0000 k -in Distance from edge of bearing to end of member: - 0.041667 ft Part Element Equation Pa (k) Pay (k) Stud 3 AISI Eq. C3.4.1 -1 0.30298 0.30298 Web Crippling Strength 0.30298 Web Crippling Check: 0.09943 k <= 0.30298 k Moment Check: 0.0000 k -in <= 7.3455 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.394 + 0.000 = 0.394 <= 1.5 CFS Version 3.5 Analysis: Canopy Joist.anl Rev. Date: 2/10/2005 • Canopy Joist Rev. Time: 12:54:57 PM Rev. By: Phone: Fax: Load Combination: D + L, Y Direction Reaction (k) 0.099427 0.099427 0.099427 Shear (k) -0 .099427 1.6405 Moment (k -in) Deflection (in) -0. 035544 CFS Version 3.5 Section: 600 - 358- 16GA- 16GA.sct Rev. Date: 10/11/2002 Box 6x1.625x0.5 -16 Gage Rev. Time 4:19:11 PM Rev. By: Phone: Fax: Section Inputs Material: A653 SQ Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0.70316 inA6 Torsion Constant Override, J 4.463 inA4 Left Channel, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.10800 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.10800 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.10800 Single 0.000 0.0000 3.0000 4 1.6250 0.000 0.10800 Single 0.000 0.0000 0.8125 5 0.5000 - 90.000 0.10800 None 0.000 0.0000 0.2500 Right Channel, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 - 90.000 0.10800 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.10800 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.10800 Single 0.000 0.0000 3.0000 4 1.6250 180.000 0.10800 Single 0.000 0.0000 0.8125 5 0.5000 270.000 0.10800 None 0.000 0.0000 0.2500 Track, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity - 2.7375 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 270.000 0.084900 Single 0.000 0.0000 0.7500 2 3.8231 180.000 0.084900 Single 0.000 0.0000 1.9116 3 1.5000 90.000 0.084900 Single 0.000 0.0000 0.7500 CFS Version 3.5 Section: 600 - 358- 16GA- 16GA.sct Rev. Date: 10/11/2002 Box 6x1.625x0.5 -16 Gage Rev. Time: 4:19:11 PM Rev. By: Phone: Fax: • Part 4, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 2.7375 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 90.000 0.084900 Single 0.000 0.0000 0.7500 2 3.8231 0.000 0.084900 Single 0.000 0.0000 1.9116 3 1.5000 - 90.000 0.084900 Single 0.000 0.0000 0.7500 CFS Version 3.5 �6 Analysis: Canopy Header.anl Rev. Date: 2/10/2005 Store Front Beam Rev. Time: 12:59:48 PM Rev. By: Phone: Fax: Analysis Inputs Member Section File Revision Date and Time 1 600 - 358- 16GA- 16GA.sct 10/11/2002 4:19:11 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 11.000 Top 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.000 1.500 1.0000 2 X 2.000 1.000 1.0000 3 X 5.500 1.000 1.0000 4 X 9.000 1.000 1.0000 5 XYT 11.000 1.500 1.0000 Loading: Dead Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 11.000 -0.07 -0.07 k/ft Loading: Live Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 11.000 -0.05 -0.05 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: D +L Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Live Load 1.0000 CFS Version 3.5 Analysis: Canopy Header.anl Rev. Date: 2/10/2005 Store Front Beam Rev. Time: 12:59:48 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: D +L Design Parameters at 5.500 ft, Left side: Lx 11.000 ft Ly 3.500 ft Lt 11.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 600 - 358- 16GA- 16GA.sct Cbx 1.1027 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 23.470 0.000 0.000 0.000 Applied 0.000 23.470 0.000 0.000 0.000 Strength 21.788 65.327 8.064 27.869 9.162 Effective section properties at applied loads: Ae 1.8567 in ^2 Ixe 11.451 in ^4 Iye 3.635 in ^4 Sxe(t) 3.7015 in ^3 Sye(1) 1.9014 in ^3 Sxe(b) 3.7015 in ^3 Sye(r) 1.9014 in ^3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.359 + 0.000 = 0.359 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.359 + 0.000 = 0.359 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.129 + 0.000 = 0.129 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: D +L Parameters at 0.000 ft: Total Load: 0.71122 k on bottom flange Total Moment: 3.0286e -07 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 11.000 ft Section: 600 - 358- 16GA- 16GA.sct Applied Load: 0.7112 k on bottom flange Applied Moment: 0.000 k -in Distance from edge of bearing to end of member: - 0.062500 ft Part Element Equation Pa (k) Pay (k) Track 1 AISI Eq. C3.4.1 -1 0.6410 0.6410 Track 3 AISI Eq. C3.4.1 -1 0.6410 0.6410 Web Crippling Strength 1.2821 Web Crippling Check: 0.7112 k <= 1.2821 k Moment Check: 0.000 k -in <= 65.327 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.666 + 0.000 = 0.666 <= 1.5 CFS Version 3.5 �g Analysis: Canopy Header.anl Rev. Date: 2/10/2005 Store Front Beam Rev. Time: 12:59:48 PM • Rev. By: Phone: Fax: Load Combination: ASD 2: D +L, Y Direction Reaction (k) 0.71122 0.71122 0.71122 Shear (k) -0 71122 23.47 Moment (k -in) Deflection (in) -0.12611 CERTIFICATE OF SUBSTANTIAL COMPLETION MBH ARCHITECTS DATE OF ISSUANCE: September 2, 2005 TO: Deanna Romey ARCHITECT MBH Architects California Pizza Kitchen 1115 Atlantic Avenue 1115 Atlantic Avenue Alameda, California 94501: Alameda, CA 94501 PROJECT: California Pizza Kitchen CONTRACTOR: Shawmut Bridgeport Village 560 Harrison St Tel 510465 -8663 Tualatin, OR Boston, MA 02118 PROJECT NO: 41775.3 Fax 510.865.1611 CONTRACT: Construct Restaurant PROJECT OR DESIGNATED PORTION SHALL INCLUDE: Entire Building Shell and interior The Work performed under this Contract has been reviewed and found to be 85% complete. The Date of Substantial Completion of the Project or portion thereof designated above is hereby established as September 2, 2005 which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated below. DEFINITION OF DATE OF SUBSTANTIAL COMPLETION The Date of Substantial Completion of the Work or designated portion thereof is the Date certified by the Architect when construction is sufficiently complete, in accordance with the Contract Documents, so the Owner can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents. A list of items to be completed or corrected, prepared by the Contractor and verified and amended by the Architect is attached hereto. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. The date of commencement of warranties for items on the attached list will be the date of final payment unless otherwise agreed to in writing. MBH Architects ARCHITECT By: Rick Nelson DATE 9/2/05 Shawmut CONTRACTOR By: DATE 9/2/05 The Owner and Architect accept the Work as 85% complete and will assume full possession thereof at 9:00 AM on September 2, 2005. MBH Architects OWNER By: DATE 9/2/05 The responsibilities of the Owner, Development Manager and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance shall be as follows: Owner, Development Manager and Contractor's legal and insurance counsel should determine and review insurance requirements and coverage; Contractor shall secure consent of surety company, if any. • R te` " 41 . le EATH el �• Y OF TUA ' ALAMEDA, ' RECEIVED v � � Q� S `a 0 8 2005 OF O le) = cr"+IEJfa & ENGINE RING mPF,r om ENT X:\CPK141775- BRIDGEPORT VILLAGE- CPKVADMIN103- PERMIT`SUB COMP 85 .DOC Opus Architects & Engineers opus,, 10350 Brea Road West Minnetonka, Minnesota 55343 952 -656-4444 Fax 952 -656 -4529 MEMORANDUM To: Bridgeport Village Team From: Steve Lipschultz Date: December 4, 2003 Re: List of governing codes The following list of governing codes will be enforced for the Bridgeport Village project, per confirmation today from John Stelzenmueller, Building Official in Tualatin, Oregon. Bldg Code 2003 IBC, no amendments at this time Mech 2002 OR Mechanical Specialty Code Plumbing 2000 OR Plumbing Specialty Code Electrical 2002 OR Electrical Specialty Code Accessibility 1998 OR Structural Specialty Code with 98,00,01 Amendments, Ch. 11 Energy 1998 OR Structural Specialty Code with 98,00,01 Amendments, Ch. 13 Elevator 2002 ASME A17.1.A ( per Jim Runyun) Fire Code 1999 Oregon Fire Code ( 97 UFC) with Oregon Amendments and TVFR inserts. • , S/% /tom /*AZ. —77 /Q/20. 4't,) (( , , • �K /I s/s/viG J 4%/ "// 47144 44 5 l C:\Documents and Settingslmiken\ Desktopl BriefcaseDutham \CorrespondencelOpus A &ElCodes & Permitting1120403 Governing Codes.doc MAYES TESTING ENGINEERS, INC. 917 4 thh St SW Suite A -1 Everett, WA 98204 August 30, 2005 ph 425.742.9360 fax 425.745.1737 City of Tualatin Building Department Tacoma Office y g p 10029 S. Tacoma Way 18880 SW Martinazzi Avenue Suite E -2 Portland, OR 97062 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 RE: FINAL SUMMARY REPORT Portland Office California Pizza Kitchen 7911 NE 33rd Drive 7315 SW Bridgeport suite 190 Portland, OR 97211 Tigard, OR ph 503.281.7515 Permit No.: 05 -3775 fax 503.281.7579 MTE Project No. P5140 Gentlemen: This is to certify that in accordance with Section 1701 of the State Building Code, we have performed special inspection on the below listed items per our daily reports, copies of which have been sent to you. Structural Steel Erection and Welding To the best of our knowledge all work inspected was performed in accordance with, or corrected to conform to, the approved drawings or engineer approved changes and in conformance with the applicable workmanship provisions of the State Building Code and Standards. Respectfully, MAYES TESTING ENGINEERS, INC. G � tZ Mark Galusha, P.E. Branch Manager cc: Jesus Sierra — Sierra Engineers Rick Nelson — MBH Architects Alyssa Parker — Shawmut Design and Construction CITY OF T UAtATIN RECEIVED S E J 0 9 2005 ENGINEERING & BUILDING DEPARTMENT MAYFS T E STING ENGINEERS, INC. Everett Office R T UAI4 TIIU Suite A- 917-134th Street SW Everett, WA 98204 JUL 7 8 D 2005 ph 425.742.9360 U fax 425.745.1737 r I r E . �! Tacoma Office BUILD ge f t: 10029 y P I�f 2E . Tacoma Way MTE No: P5140 � ' ATME NT Tacoma, WA 98499 Project: California Pizza Kitchen ph 253.584.3720 Address: 7315 SW Bridgeport, Tigard, Oregon fax 253.584.3707 Permit No.: 05 -3775 City of Tualatin Portland Office 7911 NE 33rd Drive Suite 190 Owner: Portland, OR 97211 ph 503.281.7515 Engineer: Sierra Engineers fax 503.281.7579 Architect: MBH Architects Contractor: Shawmut Design and Construction Page: 1 Date: July 6, 2005 Weather: Overcast Inspection: Structural steel erection Samples: None MTE representative was on site at the California Pizza Kitchen, Bridgeport Village project, per request, to provide verification of the welder qualification test records and weld procedures, in conjunction with visual special inspection of the mechanical framing to supporting steel at the roof joist steel, single pass fillet welds, per prints details on S0.1, contract documents, AWS 01.1 -02 and IBC guidelines. Observation and inspection have shown sound weld quality that is in compliance with the print details provided as well as the AWS D1.1 -02 and the IBC -04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Raymond Steele OBOA 333 REVIEWED BY: diAilak,,A,„ , iv .r . alha, P.E. c: Jesus Si ra- Sierra Engineefs Rick Nel on BH Architects City of Tua atin Building Official Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc. T Phone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 684 -0954 FAX (503) 589 -1309 FAX (541) 330 -9163 September 2, 2005 T0509016.CTI Permit No. 05 -3775 FIELD INSPECTION REPORT DATES COVERED: September 1, 2005 PROJECT: CA Pizza Kitchen @ Bridgeport Village — Egress Lighting ADDRESS: 7315 SW Bridgeport Way — Tualatin, OR INSPECTOR: Ron Andree At the request of Shawmut Design & Construction, CTI performed egress illumination testing. CTI used an Extech light meter to take readings. Power was shut down and all emergency lights came on line. Average readings exceeded 1.0 foot - candle with no readings below 0.1 foot - candles. Test continued for 90 minutes, levels were checked again. Average reading exceeded 0.6 foot - candle with no readings below 0.06 foot - candles. Our reports pertain to the material tested /inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respell Ily submitted, C AR �•O TESTING, " N TE INC. G, I J• -s F. Hietpas • serations Manager s cc: Shawmut Design & Construction — John Kelly City of Tualatin Building Dept CITY OF TUAL ATIN RECEIVED SEP 0 9 2005 ENGINEERING & BOLDING DEPARTMENT Sep 07 05 01:10p Sierra Engineering Group 510 429 7951 p.1 SIERRA ENGINEERING G R O U P September 7, 2005 MBH Architects 1115 Atlantic Ave. Alameda, CA Attn.: Rick Nelson Re.: CPK at Bridgeport Village Testing Laboratory Final Summary Report Dear Rick: We have received a fax from Alyssa Parker of Shawmut Design and Construction in which she forwarded the Mayes Testing Engineers, Inc. Final Summary Report. In the report, no exceptions were taken to the work inspected and observed in the field as well as the shop. The report states that all the work inspected was performed in accordance with, or corrected to conform to, the approved drawings or engineer approved changes as well as the applicable provisions of the State Building Code and Standards. Based on our review of this report, we take no exceptions to the work done. Please call if you have any further questions in this regard, or if any additional reviews are required. - ely, Si i i t s , ' nggneer of Record Terra Engineering Group OREGON d'e v: T 2t . �o? P P sll F. S he % CITY OF TUALAT IN RECEIVED SE? 0 8 2005 ENGINEERING & BUILDING DEPARTMENT ♦ 1328 DECOR) ROAD, Surm #120, UNION CrrY, CALIFORNIA 94587 PH: 510.487.9192 FAx: 510.429.7951 • 08/26/2005 10:34 FAX CPK 001 /001 /\\ • BUSINESS TAX RECEIPT • 13125 SW HALL BLVD.. TIGARD, OR 97223 a (503) 639-41 71 'r4l ; . www,c1.I [gcr°. Us i f OF TIGARD RECEIPT NO. 1 10820 1 TYPE OF • BUSINESS; RESTAURANT • • EXPIRES: 12131/2005 • BUSINESS ' ' ` • • - •• NAME: CALIFORNIA PIZZA KITCHEN INC BUSINESS ADDRESS: BLDG R2, SPC 102 PHONE; (310) 342 -4725 x 7315 SW BRIDGEPORT ROAD y TIGARD OR 97224 • . • A THIS RECEIPT MUST BE POSTED IN A CONSPICUOUS PLACE AT THE BUSINESS ADDRESS AND IS NOT TRANSFERABLE If you have any questions about your BusinessTax Receipt or doing business in Tigard, please contact the Business Tax Specialist at (503) 639 -4171 x2487. NOTE: The Tigard Municipal Code 7.24.120(4) has imposed reasonable restrictions on "Door -To -Door' solicitation . and canvassing, commercial and noncommercial within the city limits of Tigard. The Tigard Municipal Code 7.52.080(a) restricts the selling of goods or services in any City parks, A Business Tax Receipt does not imply City approval or endorsement to operate the business or the location of the business. • CITY OF UALATIN RECEIVED CALIFORNIA PIZZA KITCHEN INC 11TH FLOOR SEP 0 8 2000 6053 W CENTURY BLVD LOS ANGELES CA 90045 ENGINEERING BUILDING DEPARTMENT Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 P hone (503) 684 -3460 Phone (503) 589 -1252 Phone (541) 330 -9155 Carlson a sting, nc. Fax (503) 684 -0954 Fax (503) 589 -1309 Fax (541) 330 -9163 Special Inspection Page of DAILY FIELD REPORT Projec !l / � � ' %` ,/7 7! �ii�.y(ci� Date: ) / ` 0 4 : - Job Address: 74/5 ___) G/X &7 Dze" CTI Job No. 44 - Permit No.( 3 7 7J Type of Inspection:,' SS / e. Gil /iYi- 9 7(Y7I Fie1d.❑ Fab Shop Weather: /t/ ho / - Inspection Notes (include location, testing data, substitutions /deviations, materials and methods of construction, non - conforming items, acceptance criteria, corrected non - conforming items, etc.): ff - %�� 9 6% !/ -` )eJt , IA-- "i' _j771�ev/A/ 7E / CAU 67.7 i , - 7:4 / :%7r�� l 7& 2 L�- -�Zc 5S /L 6-G /,v / ? -------- 5i/ .vc &� e 2 <t ( X c. / /6--,'v7 / 0/6 T:-x 1�t / CC / /24-v- --s . e ■,./i�s {� `mil / rlevi2 44. b" /4.- / t / /--.e.: - #/73 ‘;‘,1s4.76 o/6 ._zii . 7 10 G r' O /�✓6-- S - e�� /• 0 A ---- e e,/ 2 7 ti/' • / e S 6'" '6' z' / C )0 A-1 (A/ C 5 • j _< lAZ &{ C /z tv ,¢ c- -/--r� . 1 c 1 )2f' :.: c /L &-x -.22 P , b' /,-)i ��/ A/D /6 - l'\/ (- J P,-rG d 25 : O • c , CITY OF TUAI ATiv RECEIVED SE' 0 8 20 °5 ENGINEERING & tjUlLOlNG DEPI\RTIVIFNT * ** CHECK ONE BOX ONLY * ** YES NO 1. This is a preliminary inspection only. - OR - ❑ 2. The work inspected conforms to acceptance criteria listed above. If "No," the portions of the work that are non - conforming items are clearly stated above and will be added to the NCL. Remaining portions of the work, which ❑ ❑ are not preliminary in nature, are to be considered as conforming. . 7 Inspector. c2 y, � ^ __ Certification No.: c:7.G� Use of the information contained in this report constitutes acceptance of all terms on the reverse of this form and Carlson Testing, Inc.'s General Conditions. Information contained herein is not to be reproduced, except in full, without prior authorization from this office Terms: Client recognizes that construction observation and/or testing services provided by CTI are techniques which may reduce the risk of construction defects, deficiencies, or omissions arising during or after con- struction. Services performed by CTI do not constitute a warranty or guarantee of any type. Even with diligent construction monitoring and /or testing by CTI, construction defects, deficiencies, or omissions in the Contractor's work may exist. In all cases, Client and /or the Contractor shall assign the Contractor the responsibility for the quality and completeness of the work and for adhering to plans and specifica- tions. CTI's work or failure to perform same shall not in any way excuse any contractor, subcontractor, or supplier from performance of its work in accordance with the contract documents. CTI will provide its professional services to Client with that degree of care and skill ordinarily exercised under similar circumstances by members of its profession. This representation is in lieu of other warran- ty or representation, either expressed or implied. It is also understood and agreed that statements made in CTI reports are observations based on technical judgments, and should not be construed to be con- clusive representations of fact. If conditions different from what are indicated in the reports come to Client's attention after receipt of the reports, it is recommended that Client contact CI'I immediately to authorize further appropriate evaluation. CTI's work shall not include determining, supervising or implementing the means, methods, techniques, sequences or procedures of construction. CTI shall not be responsible for evaluating or reporting job con- ditions related to health, safety or welfare. ,1 S SIERRA ENGINEERING �� G R O U P O, March 29, 2005 City of Tigard, OR Building Division. 13125 SW Hall Blvd. Tigard, OR 97223 Attn. John Wheeler Subject: Structural Plan Check response for California Pizza Kitchen Project No. 05 -3775 Job Address: 7315 Bridgeport Rd — Tigard, OR Dear Mr. Wheeler: Sierra Engineering Group reviewed the structural plan check comments from your letter dated March 16, 2005 for the subject project. Our response to the comments corresponds directly with the comment item number on your letter. Our response is as follows: STRUCTURAL RESPONSES: Page# A3.1 /S3.0: "Verify approved RTU zone." All units are located within the RTU approved area, except for EF4. We have checked the capacity of existing joist 24K7 for the additional load. Refer to Supplemental Structural Calculations (pages 1 through 3). Page# A4.1/A6.1: "Storefront Design.....provide calcs." Wind /Seismic design for storefront will be a deferred submittal. All the information on the structural drawings addressing the comments are labeled with a delta 1 and clouded for your convenience. If you have any questions in this regard, please feel free to give us a call. Sincerely, Julio Silva Sierra Engineering Group I A 1328 DECOTO Rona, SurrE #120, UNIoN CITY, CALIFORNIA 94587 PH: 510.487.9192 FAX: 510.429.7951 A N A.. y - - i.: , it +.. � .:.ii4 ! :dl,i "s r •r,il ''�:jr -, cfiY `k9 I` u - rh ;j�.�n r - �.StS.4T ' lti ,r . y v':ti ?. >.: "' t .. . ,w a 'I'� �r + v ^w, I, f •:q , 4 . z , r _ q ! .{ ? . �� r y {;I �, h� 1 •u, r t: ; ,! `ts k . f r , C . i , : �. „ !, t �l p ., r, 14. t : i'ii „ }u �YF.; ni {{'' �F ' • 1. • •F tt' >[ r •• s, •` . s +u,4., ,j � I , _ ,• . w ,. :� r r !A -'4 i !. r I f� t a,.. ;t , , 4 ; vt f r of ttlf '.�'� s ,.pp y r-a' I I L' r ,F . 't .e...f, d u'i � . . tg� , . , 1/ A {f f ii ptro i #Ir t, titp ii .1 -, a s. 1 1 ... r! *, .,f r • h,. „� - rE�`r, i' +'{ "..° R'i`t, {' !!. _ RL, R +r r' i w. �•4 ; ! +r L I.i�. l + 3 N lirr.,�S �h, I 3f i. ,1tA^,.�>�I:,!'�I M t i ¢ �� k;S- s { I' �: I p i i {{,' ,d,ri ..,.4in4'F k{ •.Ik�lr; e� .,, n ).... � +iIT: F' •,? r:i<i��.� "� x�t. s!�Ury !° �1'u r'99�.Fd( r ' Y a �+�n.�kJrq + r�qa C"d`ki. s 11di4'V� `,.,,�.r�'•tll +t.�t,��' - Project: CalifornlaPizzaKitchen #05 -3775 _, �____ 7315 Bridgeport Rd Item # Bridgeport Village, Bldg C Target Date Re9uirements /ltems 4 p �; '+" { ar+ ^. '!.' ^^� ., r t,. cu, a i , , . c ?. - 1. F"w�: a��d +.. a„i,,rr.0 c £: F, �r U T .. . fi , a'{ v I , i4 ' , r a of fit} rg {i" i! h { ti 1, - : k • i��~.Mrr<lFr.?a�r /��1fr!f�ir�1`,Tj'�i�:�`�{Q� is a;l,,. .�,,., �c.s�,rr'�t.�r:;ial:u..:;l�< -� ;r'� •r ..` 1, .r:u,� :,1 „ yr r, rrtl x� f �r.� . • �'d •ill �I�, i li;r •,e� I�I,Ptn,., r ,I ,�'� �,J,< +,+ t, ^ a a as : , rl , ry e, . u„ nr�lt :l .'o- ;,e , ...l;`nit,{ r..�.wr�i•'a�Af��K, .h,�a .�ar,ot{t.,r.,/�e. 1. Upon review of the Submitted documents, The drawings and related design documents for the proposed work were reviewed and found to be in general compliance with the Oregon Structural Specialty Code, This Plans Examiner will recommended to the Building Official the issuance of a building permit for the Tenant portion of the project subject to the followin resubmit of revisions: Page# Include Ci. Tualatin & WashCo in Project Team. A0.0 List deferred submittals. 2hr. demising wall, adjacent tenant unknown. A0.2 Complete Means of Egress to exit discharge OSSC 1003, 1006,1017,1107 A0.2 Locate FEC's. FEC w/in 30ft of commercial cooking equipment, OFC 906.1 — A2.1 Directional signs to exits. A3.1/S3.0 Verify approved RTU zone. A4.1/A6.1 Storefront design: OSSC 2404, wind caics OSSC 1609, seismic ASCE 7 section 9.6.2.10, provide calcs. A5.1 Provide details for 2hr demising wall, OSSC T- 302.3,2 occupancy separation. A3 /B,M. E1.0 Add egress illumination & exit signage. E1.2 Add Fire Alarm Pull •lexit i', 1 f a ? ,. 4,a 7 m w� L t I$• �i - �� , '' i ' { y d ' t1' 7 .f ' ' , 1 - 4i '. a' ,4�.' ( � ! � t d e s ,.,{,:ifi - . �8{! .... C, � .•. , � I•�,.lr.,s^l#�"fa�Sxi��tk {.i.,, ,,E' ,f,,srcl;��?i<1; { 4' =T' ' � `�, ;': "• p � K�i'u._�f'�`if{�>R'� I • , � r�.'!I'{ t_ lt.n .:a�L.l�;a _ ,' �'.. 1. Changes or revisions to the project plans shall be submitted to the building division a minimum of Two full weeks prior to the work proposed. All drawings shall be stamped & Signed by the project Architect or Engineer of Record Prior to a Submittal. 2. The Electrical has not been reviewed by the City of Tualatin. See Washington Co. for review and approvals. 3. The Fire Sprinklers /Alarms will be a deferred review under a separate permit. L 4. Building Identification Required: All buildings or property shall display a permanent street number or other identifying data in a prominent location on the street side of the building or property and shall be of a highly contrasting color to the background to which they are attached. The scale of numbers shall be in scale in height of the building and be t illuminated dunn• the hours of darkness so that the shall be easi visible from the street. ti ' C' `n•�..i:.. rtn., l s� !iOCCUP .- STOW' T' !I. , (] . -, E ?l ... :A ....! �� :d.:J V W — ;... f ' `•0t: a'! "'r'. ISM!. sfi{•+I = '` s lAAi'; Z1Lr 5' .dNEM.i h irI 1 '4' ;7A c • � A -3 Restaurant 6863 sq. ft. T.I. T •e II -B Occu•ant Ld. 207 Persons Seatin• for191 2 Exits The Service Corridor /Demising Walls are to be 1- Hr. Fire Resistive Construction. The Tenant Side of these walls will be required to be All fire- stopping will be required to be fully inspected and verified Prior to Dropping Ceiling Tile. Note: Storage Rack Shelving, if wood material the drop-in panels will be required to be of fire treated particleboard or f � metal p wire. { S i ii'h 1 �I'i�.l ! �l f!' •� �� I �� ' l E + r',. ! .' i I'�I) � !�?fti'!� ] '..�Ei., l` j}'.� { ii {J {,i rty', N f. f S � 1 /`�1 �:' I'/ �l _w'l' fit..: n .:,ors.. �ell1U.f��`J1�14i!;4��'fY'ali n .:' �i�� it?" y��' 1!.': l��i?1�� !�;'4��h,��H�j!{.`�.1.'i!: The Min. Fire S • rinkler Area /Densit Design Level at the Bridgeport Lifestyle Center will be Ordina Grou• - H A Full Smoke Detection System complying to NFPA - 72 will be required throughout all rooms, areas of the Tenant Space. Both Fire Sprinklers and Alarms/detection systems will be a deferred submittal with a separate permit and review. 1/3 - — i i� SIERRA ENGINEERING � G R O U P G o SUPPLEMENTAL STRUCTURAL CALCULATIONS FOR CALIFORNIA PIZZA KITCHEN AT Bridgeport Village Tualatin, Oregon March, 2005 A 1328 DECOTO ROAD, SUITE #120, UNION CITY, CALIFORNIA 94587 Px: 510.487.9192 FAx: 510.429.7951 A • BY DATE Yoe SUBJECT CF /L SHEET NO. / OF 6 ' CHKD. BY DATE 77E✓1Q7 02 JOB. NO. e✓-o /(, Ni CH MGO L ("Vol" — 'rt./ ,Qreey ,e// cm/ V:3 0/1177/ /1 '711 ue, of / ce yra 1 F 1req) 7 // r" C4 C1 of ( f ) JbrSt 2417 g)7 ma,r� . 4e (p /F. OA_ r^c+r = 43 7 /0/� A r t /o a c/ SJ d w, = z r/L = za. 741 ' = 3 P lF • AC = /✓,os/ A 5 ` = 7,5/, /= /t= i,ps/ ,r 5' k /1.7A // -• A)p = 75 f- 3 t i //o..r 1 se-/f u (fht) 66 to /f Uj_ /z Htc < /37f /f fir= /3 / 6/F < 2f/ Ply. C E 1 2 1 k 7 err cfii° h Jo �s / c eked /Oo fi -e-E v ir he ? -' / zit to) 7.0)J r _��EF JN oF FSSi Q � 6.85 �� '� oy q( OREGO , v�S�pT 21 , 19°rs ` F. SIE SIERRA ENGINEERING GROUP 0 0 32 ' -0' 0 N' -8" 0 -1 17' -2 16' -6" 12' -10' 0 20' -6" m 185 -2" 32 ' -0' 0 0 a'- te5' - 2" 4� 46' -e" 20' -6" 0 3.6 0 ..7 4.6 0 0 16' -5* 15'-0 0 1 STANDARD LOAD TABLE / OPEN WEB STEEL JOISTS, K— SERIES [. .Based on a Maximum Allowable Tensile Stress of 30,000 psi JOIST DESIGNATION 241(4 241(5 241(6 24K7 241(8 241(9 24K10 24K12 261(5 261(6 26K7 261(8 26K9 26K10 261(12 r _ DEPTH (In.) 24 24 24 24 24 24 24 24 26 26 26 26 26 26 26 i APPROX. WT. 8 9.3 9.7 10.1 11.5 12.0 13.1 16.0 9.8 10.6 10.9 12.1 12.2 13.8 16. (Ibs. /ft.) e SPAN (ft.) 1 .- r 24 520 550 550 550 550 550 550 550 516 544 544 544 544 544 544 544 25 479 540 550 550 550 550 550 550 e 456 511 520 520 520 520 520 520 26 442 499 543 550 550 550 550 550 542 550 550 550 550 550 550 405 453 493 499 499 499 499 499 535 541 541 541 541 541 541 27 410 462 503 550 550 550 550 550 502 547 550 550 550 550 550 361 404 439 479 479 479 479 479 477 519 522 522 5 22 522 522 28 381 429 467 521 550 550 550 550 466 508 550 550 550 550 550 ii 323 362 393 436 456 456 456 456 427 464 501 501 501 501 501 !! 29 354 400 435 485 536 550 550 550 434 473 527 550 550 550 550 290 325 354 392 429 436 436 436 384 417 463 479 479 479 479 '' 30 331 373 406 453 500 544 550 550 405 441 492 544 550 550 550 262 293 319 353 387 419 422 422 346 377 417 457 459 459 459 31 310 349 380 424 468 510 550 550 379 413 460 509 550 550 550 237 266 289 320 350 379 410 410 314 341 378 413 444 444 444 32 290 327 357 397 439 478 549 549 356 387 432 477 519 549 549 n 215 241 262 290 318 344 393 393 285 309 343 375 407 431 431 33 273 308 335 373 413 449 532 532 334 364 406 448 488 532 532 C 196 220 239 265 289 313 368 368 259 282 312 342 370 404 404 34 257 290 315 351 388 423 502 516 315 343 382 422 459 516 516 179 201 218 242 264 286 337 344 237 257 285 312 338 378 378 35 242 273 297 331 366 399 473 501 297 323 360 398 433 501 501 164 184 200 221 242 262 308 324 217 236 261 286 310 356 356 r !'� 36 .':y "' 258 281 313 346 377 447 487 280 305 340 376 409 486 487 -4 " ' ` ' = 169 183 203 222 241 283 306 199 216 240 263 284 334 334 L 37 +r , 244 266 296 327 356 423 474 265 289 322 356 387 460 4 C K' 155 169 187 205 222 260 290 183 199 221 242 262 308 3 38 .t 252 281 310 338 401 461 : ,•-■• 274 305 337 367 436 461 P.,0' 156 172 189 204 240 275 a 184 204 223 241 284 299 39 . : + : ,1 "%" :c zrt� a "" 266 294 320 380 449 , r - _ , 289 320 348 413 449 Lin." LA.. . ,) 159 174 189 222 261 , ; ;;.y i " , 188 206 223 262 283 * 1 - 253 280 304 361 438 ✓'iF 40 � 1 y , � W , g . � 275 304 331 393 438 . ..6.3L...3r'r ; $3 148 161 175 206 247 �' Z - =A ..._ 174 191 207 243 269 41 ' . `' ` '( " 241 266 290 344 427 r F. t 262 289 315 374 427 150 162 191 235 i ' 1 162 177 192 225 256 '. 42 229 253 276 327 417 ` > t- 249 275 300 356 417 127 139 151 177 224 ■ • 150 164 178 210 244 , .. 1 orb. 43 1 :' � .F 263 312 406 b , 263 286 339 407 i ( Ovt. 140 165 213 °,s ,�i* - $. g , fa ; 153 166 195 232 44 t3 r� , ■ . 298 387 v4 , L rte R f e 324 398 ,/ v '2',1' ' ' WM I " *'• 154 199 " t irk J '. ° 4 f 182 222 • 45 ;Y -° ( 370 285 .07R1-1 :. • ° r• w 310 389 ` _ __. ��r:_.,. ma � s x.. u... <_I -_ar_ � � i �.. 144 185 , Ol?F f �. Qd!,� -i. �.JC ... �`'.. . ,�. 170 212 46 t '"L 't L'''S, u. ; v. ` ✓``�'" . 272 354 1 t r 296 380 , , r_ ��t �f7 t t,- t �., r af *�i f ^ C i l� alt . R 135 174 x ' 15 5 '.t ,,. ?.. ' j - 159 203 47 �',1 “..el ' f ` ? r 1.1".' -.� � '' '!:” ZE 339 !` ?'• -t „ fit F e 1F _ :•-.37,.. 284 369 • 9 r `^ b ; + R J ° i + Y 2 f � : 163 89 ' r r 0 ° 4 Y , 149 i X 157 •4171 T O P , t ,. r ,,,,,„.0,, 272 ; .. ..� 325 ° �/�r��i�� .. '.4 f i A. � i , r �� 118 153 t ?,Q I ' rt i . t, c ' 140 180 49 g s � � ,sf `' ��'� t 169 -gor 50 o 'I 50 * IT IS VERY IMPORTANT FOR JOIST SPECIFIERS AND - 325 ERECTORS TO KNOW THAT OSHA IS INTERPRETING ,`t *y:; r _ ~. 159 51 29CFR- 1926 TO MEAN ALL JOIST FORTY (40) 4 t 3 ' �� , v 313 FEET (12192MM) AND LONGER TO REQUIRE A ROW A ;r `y k 150 OF BOLTED BRIDGING TO BE IN PLACE BEFORE y ' . 52 SLACKENING OF HOISTING LINES. - r � l ,%'w 4 r '7, - 301 P 12 C P ii e 1� SIERRA ENGINEERING G R O U P April 12, 2005 City of Tigard, OR Building Division. 13125 SW Hall Blvd. Tigard, OR 97223 Attn. John Wheeler Subject: Structural Plan Check response for California Pizza Kitchen Project No. 05 -3775 Job Address: 7315 Bridgeport Rd — Tigard, OR Dear Mr. Wheeler: Sierra Engineering Group reviewed the structural plan check comments from your letter dated March 22, 2005 for the subject project. Our response to the comments corresponds directly with the comment item on the plans. Our response is as follows: STRUCTURAL RESPONSES: 1) "Storefront Design.....provide talcs." Refer to Supplemental Structural Calculations. (Pages 6 through 27). Refer to Revised Drawings. Sheet S0.2 (Elevations) and, details K/S0.0 through P /S0.0. 2) "Verify approved RTU zone." All units are located within the RTU approved area, except for EF4. We have checked the capacity of existing joist 24K7 for the additional load. Capacities for 24K7 wT =241 plf wL =137 plf CITY OF TUALATIN Loads RECEIVED Additional Load= 55# wEQ =2P /L= 2x55/41 =3plf Joist Self Weight =l0plf APR 2 2 2005 DI. 15psfx5ft =75 plf +3plf +10plf =88plf LL= 25psfx5ft= 125p1f <137plf TL =88 +125= 213plf <241 plf Refer to Revised Drawings. Sheet S3.0 (Roof Framing Plan). BUILDING DIVISION 3) Mechanical Comments: "Ductwork supports" Please find enclosed the Supplemental Structural Calculations. (Pages 1 through 5). Refer to Revised Drawings. Sheet S3.0 (Roof Framing Plan) and, details H /S0.2 - J /S0.2 — K/S0.2 A 1328 DECOTO ROAD, SurrE #120, UNION CITY, CALIFORNIA 94587 PH: 510.487.9192 FAx: 510.429.7951 A All the information on the structural drawings addressing the comments are labeled with a delta 2 and clouded for your convenience. If you have any questions in this regard, please feel free to give us a call. Sincerely, Julio Silva Sierra Engineering Group SIERRA ENGINEERING G R O U P SUPPLEMENTAL STRUCTURAL CALCULATIONS (Ductwork, Storefront) FOR CALIFORNIA PIZZA KITCHEN AT Bridgeport Village Tualatin, Oregon April, 2005 CITY OF TUALATI, . RECEIVED APR 2 2 2005 BUILDING DIVISIt , A 1328 DECOTO ROAD, SUITE #120, UNION CITY, CALIFORNIA 94587 PH: 510.487.9192 FAX: 510.429.7951 A TABLE OF CONTENTS PAGE Ductwork Supports 1 -5 Storefront Wind Design 6 -27 BY DATE -9 SUBJECT CPK SHEET NO. / OF 27 CHKD. BY DATE 7 , o JOB. NO. D5 6-4 be/ervvogg - /114,, Weithf Z L,cf 4 <- 52 " a � J 5 2 1-'I` 4� "14amsv. ?k-y& .r `n L 3x3x' /- / e +r1 = 5Z_" .ia ti n =COQ" w= 2 7op /F / �n an &( /= L3x3x / @ 5�� , �, X Y,Grt a/ ,tvrl v Fir cilaY) u 31 4,417h r R Az.v,z_ = boo _ 0 94. # F ED FROFt ¢) fin n e.c7 s ; 04, 5i -Ge, V =696 4i 16 .,83 eilf 5- 4r&icc, j = # >6?6# ijk : t " p a v v . FPT 1 ,� Q ' /� ► f �1 �iCi n q F sUs F. � /&'?eo f'• -58 /3354 H1p sO 71, �)- D./33C3'''/.osX1414 D. /o / p-e-I , a -lo7wp l _ 27r /f re/ = 270f 0-1o7x270 s z9 T 14; = 4/ ` T le*- /we ii K, . " SNACK!,. ii'iSn/7Tcui°,1 SIERRA ENGINEERING GROUP 44 2 Sierra Engineering Group Title : Job # Alan Morales Dsgnr: Date: 10:18AM, 6 APR 05 Description: Scope : Use: 510301 Steel Beam Design Page 1 User: KW-0603155, Ver 5.1.3, 22 -]un -1999, Win32 (t) 1983 - 99 ENERCALC c: \ec \iulio2.ecw:Calculations Description Duct support (Angle 1) General Information Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements Steel Section : TS3X3X1 /4 Fy 36.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 5.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.00 ft - Distributed Loads #1 # 2 #3 #4 #5 #6 #7 DL 0.270 k/ft LL Rift ST k/ft Start Location ft End Location 5.000 ft ' Summary I Beam OK Static Load Case Governs Stress Using: TS3X3X1 /4 section, Span = 5.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 0.871 k -ft 4.171 k -ft Max. Deflection -0.043 in fb : Bending Stress 4.963 ksi 23.760 ksi Length /DL Defl 1,402.5 : 1 fb / Fb 0.209: 1 Length /(DL +LL Defl) 1,402.5 : 1 Shear 0.697 k 10.800 k fv : Shear Stres 0.465 ksi 14.400 ksi fv / Fv 0.032: 1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only @ Center A Center (cD_ Cants @ Cants Max. M + 0.87 k -ft 0.87 k -ft Max. M - k -ft Max. M © Left k -ft Max. M @ Right k -ft Shear @ Left 0.70 k 0.70 k Shear © Right 0.70 k 0.70 k Center Defl. -0.043 in -0.043 0.000 -0.043 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.70 0.70 0,70 k Reaction @ Rt 0.70 0.70 0.70 k Fa calc'd per 1.5 -1, K•Ur < Cc Section Properties TS3X3X114 Depth 3.000 in Weight 8.80 #/ft r -xx 1.105 in Width 3.000in I -xx 3.16 in4 r -yy 1.105 in Thickness 0.250 in I -yy 3.16 in4 S -xx 2.107 in3 Area 2.59 in2 S -yy 2.107 in3 3 Sierra Engineering Group Title : Job # Alan Morales Dsgnr: Date: 10:18AM, 6 APR 05 Description : Scope : Pa Us User: K KW-06: W -06 St Beam Design g O3155, Ver 5.1.3, 22- Jun -1999, Win32 Page 2 (C) 1983 -99 ENERCALC c: \ec \iulio2.ecw:Calculations bescription Duct support (Angle 1) Sketch & Diagram 1 L.,, 750 00 1.50 2.00 2.50 .00 r50 4.00 4.50 5.00 ■ n j11°I,IIIII I�m� -- 0 4 4/i ti 4iiii ;iiiiiiiiiliiiiiiiiiiiiii 0. ,,,11111111IIILIIi Lutl1 I1Ili,11 1111IIIIIIIIIIBIIIIIll]IIIIIII 11111 1 1111111111111111111 1 1Ell III I IIII IVmllllll, ,,,, 101# 01 1 , , 1 1 111 1111111111111111111131111111111111111111111111111111111111 9.26 _ 1111111111311111111111111111111111111 A 0.41 I 1111111111111111111111 oss IT Shea Loa k Location Along Member (ft) - — -- �� 1 1 ■ 2 KIM( = O.9k -t 2i;11.11111MMEllr". I II " Dmax = -0.O43in 1111111111111111111V IM= Rmax = 0 697k Rmax = O.697k ZIONII.01117 1 1111 = Vmax @ left = O.697k ''max Ott = O.697k , i i .. 1 I L. IIIII IIARII��f IIIIIIAAA�� 1110m11011r,11111III. II I. i .11 .11.11111.1111L111111.11111.1...111.1 d111 u �11 O1111111111111111111111111111 IIIII I111 11111!Ililil 1111 I II 111111111111111111111 II' IIIIIIIIIIIIIII '11111111111111111III 111E111111 1111111111111[1[11111111111111111E 2:151111111111111111 [1111 11 11111111111I1i11111111111111' 111 1111111111111111111111IIi111111111111111 11111111111111111111111111'Ii ii IIIIII111111 III111111111 iIIII 1111111l �VIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillll111 I III I I IVIIIIIIIIIIIIII' IIIIIIIIiiiIiIl1111ii1i '11111!Illlllllllll! i. 111111161 IIII1 ; III111111111IIII III! 111111' 1Ii111111111111'1111111111111 :•.• • � ' 'r Moment kit Location . , Member ft IiliIIIIIIIi:iiill iillllllllllil ' I:IIIIIIIIIIIIIIII 1lah111111111111111iili4ill111illllI I :111aiIIIIIIIIIIIIIIII llYlI11111111: 1111 11 1II11111111I6 ,1[1III11111i11111&11I111111V'. •IIII11111111111111111111111 1111' 11111111111111111111111111111I111111111111111111111[ 11111111111111Id1111111111111I1111111111111111111111111 ''1 111111111uIf 1111111111111111111111111111 'II1Vm 111111111111111111111 ' 1111111111111111111111 11111111111I111'II11III III1111111111111111 IIIIII 1111111111111111111111111II ii II1111111111111111111111 111111111111111i111111WMMI , ' WWIIII11111111111111 '111111111111II1111111' 11111111111111. 11' 1111111111111111111111111I1111111111111111111111111I lIIIl1111111111111111. 111111111111111111111111111111 1111'1111 011=11111111111111 111111' 1 I" 11111111111111111111111111111111111' 11111111111111111111111 1111111111 , IIIIIIIIIIIIII111'1111111'1[1[111111111111111111 1 '411 MNIIMIIIIii ! 101' 111 111114111111111111 1111111 1 ' 1 111111111111IIIIII111111 1 1 1 111I11111111 1 1 1 I1111111111111 '111111111111II1111111IIIIIt '• I IIII .. 1111111111111 1 1111111111 11111111111111111111111111111 ':''1 11111111 1 111111111!111111111 1 „4�- 03 � 11111111111111iIII I IIIII 1I 11 1111111111111 III il1111111I1111111111II11III 1 1111111111A1111�� 1 0.03 Imago 1 1 i 1119 I11111111II 11 iiii � � � k'b7��_iiWCll�1L' II i1 III li11111111J 111iiiY� ■=111M= Local Y Deflection (In) Location Along Member (It) , 4 Sierra Engineering Group Title : Job # Alan Morales Dsgnr: Date: 10:20AM, 6 APR 05 Description : Scope : Rev: 510301 Steel Beam Design Page User: KW-0603155, Ver 5.1.3, 22- Jun -1999, MI32 ■ (c) 1983 -99 ENERCALC C: \ecijulio2.ecw:Calculations Description Duct support (Angle 2) [General Information t ".1 f/ Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements • Steel Section : TS3X3X1/4 Fy 36.O0ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 5.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.00 ft Point Loads II # 1 #2 #3 #4 #5 #6 #7 Dead Load 0.696 k Live Load k Short Term k Location 2.500 ft 1 Summary Beam OK S tatic Load Case Governs Stress Using: TS3X3X1 /4 section, Span = 5.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 0.897 k -ft 4.171 k -ft Max. Deflection -0.036 in fb : Bending Stress 5.112 ksi 23.760 ksi fb / Fb 0.215:1 Length /DL Defl 1,688.9: 1 Length /(DL +LL Defl) 1,688.9 : 1 Shear 0.370 k 10.800 k fv : Shear Stres 0.247 ksi 14.400 ksi fv / Fv 0.017: 1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only @ Center a(7, Center A Cants aA Cants Max. M + 0.90 k -ft 0.90 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 0.37 k 0.37 k Shear @ Right 0.37 k 0.37 k Center Defl. -0.036 in -0.036 0.000 -0.036 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 0.37 0.37 0.37 k Reaction @ Rt 0.37 0.37 0.37 k Fa calc'd per 1.5 -1, K "Ur < Cc Section Properties TS3X3X1 /4 il Depth 3.000 in Weight 8.80 #/ft r -xx 1.105 in Width 3.000in I -xx 3.16 in4 r -yy 1.105 in Thickness 0.250 in l -yy 3.16 in4 S -xx 2.107 in3 Area 2.59 in2 S -yy 2.107 in3 Sierra Engineering Group Title : Job # 5 Alan Morales Dsgnr: Date: 10:20AM, 6 APR 05 Description : Scope : R"' 510301 St ee l B eam D es ig n s User: Rw-08o3155, Ver 5.1.3, 22- ]urr19 Page 2 (c) 1983 -99 ENERCALC c:1ec \iulio2. ecw: Calculations Description Duct support (Angle 2) I Sketch & Diagram ill !,!!„1,III.IIIIIIIIIIIIIIIII1,! ,i,r11, :.IIIlllllllll 111717 11111111 III ' r " r ��- " t.6696k 'III■iI III IIIIIIIIIIIiIIIIIIIIIIIIIIIIIIUIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIILII! IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIMI - I11 11 1111M.1.11 ' ; I1I1111111111lIII9IIIIII11111111 b1111111111111IIIIIIIIPJ IIIIIIIIIII.1 IIILII'IIIIIIIIIIII91 I -I♦E�- IINIIIIIIIIIIIIIIIIIIII 111111111111 Illlllllllll111 1 11IIII1111111I1111111I111If 1�� • I - -=111_I - - - - -I 010 se IIIIIMM1111111111L.--„_ Shea'"Elljaill;MILMLOPrkCalh)a- ;T' Fbnblr ti EINIIIIIIIIIIIIIIIIMi 71111111111■— Rmax = 0.370k PAM = 0.371)k. —=1111r '=1M•11111MIIM Vmax @ left = 0 370 Vein • K = 0.370k _ P" =� =MP" -1 41MINE 1•.00 EIMI- -lIYu �i - -■ Local y Deflection (in) Location Aim Member (R) BY DATE 4/6 SUBJECT Ca/C_ SHEET NO. OF CHKD. BY DATE 7744 rig JOB. NO. 05b16 -3 7V z%oN 7 v9-770/vs I o _ _ __ fz/ __ � � i M3 I 6� Wsr F� . i I 3 , �/ I I /02 `- 1 -.vlz 3' /2' 6 3' / I I I ��. I ` � I #1Z 1 #1 z .BIZ Ali I ,ez I 3 r Bi 5.5 5-5' .n- 5' Br A ----- AO. 6 1 6.y. ,/ mb-r with "'lf /f) 10 Is Pc) 4r d Vic: a /f ., AV 7 / 8' /z/ 435" /'"8 ),3%)16 GA- HZ 6.5' 70 B r 0.v7'' 3 /16.x PO /•`j /b 9' 7:/0 3' 0.07" = j ` 5 7SK3�x/8 4- (f) 06 ~ -- 15 f 4 "486 t/ 3' '/'( ()evil 6"X / 577' j e4 N : /;_/O -Sr Xa =AO' # / 10.1; L 2, 5 ' ,9.5 306# ,p3 - /t 7 .&k 2 Z = i86ii` SIERRA ENGINEERING GROUP BY DATE I f t SUBJECT (P K SHEET NO. 7 OF CHKD. BY DATE 776kYW , es - a - JOB. NO. 0-5 �vvvN6� 17oti6" ,tee (,L(fm Ana x = -186 Cw/1 740 Ml) 3 *ri 5Wei75 On /86.1 Aid a/ 3 769 >446 6 Bret 311e se- re.rJ C0-,►ac A Co lU 3- o 74, 566. max = 4 x tc // 3 : 374 Se ( /1T 514) mr 3 o r 'ff1 H1477 p,A..f S 5/,r Gamer = Z3o x3. 69o A 1 >374# - 4/) fhin &r /WS — !l1e = (3) a. N /cri X -DW AF's - Ce.turny, `/t, .S44 (m3 ) /f6n 6 /9- 9 SM- Cc p a (r 2 3 o x 2 = 460 > 7 op- Alf arev - (use () op( J '¢r K 2 %. f. Pier/ is -N/ RIBS SIERRA ENGINEERING GROUP 8 CFS Versi Secti n 5 - 358- 16GA- 16GA.sct Rev. Date: 10/11/2002 Box 3. 2 it25x1 -1 Gag>s Rev. Time: 4:10:57 PM Rev. By: Phone: Fax: I Section Inputs Material: A653 SQ Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0.0063688 inA6 Torsion Constant Override, J 2.1739 inA4 Left Channel, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: ` X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.10800 None 0.000 0.0000 0.5000 2 1.6250 180.000 0.10800 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.10800 Single 0.000 0.0000 1.8125 4 1.6250 0.000 0.10800 Single 0.000 0.0000 0.8125 5 1.0000 - 90.000 0.10800 None 0.000 0.0000 0.5000 Right Channel, Thickness 0.0566 in (16 Ga Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 - 90.000 0.10800 None 0.000 0.0000 0.5000 2 1.6250 0.000 0.10800 Single 0.000 0.0000 0.8125 3 3.6250 90 000 0 10800 Single 0.000 0.0000 1.8125 4 1.6250 180.000 0.10800 Single 0.000 0.0000 0.8125 5 1.0000 270.000 0.10800 None 0.000 0.0000 0.5000 Track, Thickness 0.0566 in (16 Gage) Placement of Part from Origif X to center of gravity 0 in Y to center of gravity -1.55 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 270.000 0.084900 Single 0.000 0.0000 0.7500 2 3.8231 180.000 0.084900 Single 0.000 0.0000 1.9116 3 1.5000 90.000 0.084900 Single 0.000 0.0000 0.7500 CFS Version 3.5 Section: 358 - 358- 16GA- 16GA.sct Rev. Date: 10/11/2002 Box 3.625x1.625x1 -16 Gage Rev. Time: 4:10:57 PM Rev. By: Phone: Fax: Part 4, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 1.55 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 90.000 0.084900 Single 0.000 0.0000 0.7500 2 3.8231 0.000 0.084900 Single 0.000 0.0000 1.9116 3 1.5000 - 90.000 0.084900 Single 0.000 0.0000 0.7500 (0 CFS Sec�iorr"58 358 -18GQ 18G Rev. Date: 10/11/2002 Box 3.625x1.625x0.5 -18 Gage Rev. Time: 4:09:31 PM Rev. By: Phone: Fax: • i • Section Inputs Material: A653 SO Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0.005127 inA6 Torsion Constant Override, J 1.75 inA4 Left Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.093750 Single 0.000 0.0000 1.8125 4 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 - 90.000 0.093750 None 0.000 0.0000 0.2500 Right Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 - 90.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.093750 Single 0.000 0.0000 1.8125 4 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 Track, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity -1.55 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 270.000 0.071200 Single 0.000 0.0000 0.7500 2 3.7864 180.000 0.071200 Single 0.000 0.0000 1.8932 3 1.5000 90.000 0.071200 Single 0.000 0.0000 0.7500 /) • CFS Version 3.5 Section: 358 - 358- 18GA- 18GA.sct Rev. Date: 10/11/2002 Box 3.625x1.625x0.5 -18 Gage Rev. Time: 4:09:31 PM Rev. By: Phone: Fax: Part 4, Thickness 0.0451 in 18 Ga e Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 1.55 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 90.000 0.071200 Single 0.000 0.0000 0.7500 2 3.7864 0.000 0.071200 Single 0.000 0.0000 1.8932 3 1.5000 - 90.000 0.071200 Single 0.000 0.0000 0.7500 CFS Version 3.5 /Z Analysis: M1.anl Rev. Date: 4/4/2005 Store Front Beam M1, Rev. Time: 4:22:36 PM Rev. By: Phone: Fax: Analysis Inputs Members Section File Revision Date and Time 1 358 - 358- 16GA- 16GA,sct 10/11/2002 4:10:57 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 12.000 Top 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.000 1.500 1.0000 2 XYT 12.000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 12.000 -0.08 -0.08 k/ft Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.000 13.000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 • /3 CFS Version 3.5 Analysis: M1.anl Rev. Date: 4/4/2005 Store Front Beam M1 Rev. Time: 4:22:36 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 6.000 ft: Lx 12.000 ft Ly 12.000 ft Lt 12.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 358 - 358- 16GA- 16GA.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 18.745 0.000 0.000 0.000 Applied 0.000 18.745 0.000 0.000 0.000 Strength 18.059 35.626 8.985 26.095 9.162 Effective section properties at applied loads: Ae 1.7011 in ^ 2 Ixe 3.8199 in Iye 2.9492 inA4 Sxe(t) 2.0041 in Sye(1) 1.5428 in Sxe(b) 2.0041 inA3 Sye(r) 1.5428 inA3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.526 + 0.000 = 0.526 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.526 + 0.000 = 0.526 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.277 + 0.000 = 0.277 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 0.000 ft: Total Load: 0.52070 k on bottom flange Total Moment: 6.6270e -07 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 12.000 ft Section: 358 - 358- 16GA- 16GA.sct Applied Load: 0.5207 k on bottom flange Applied Moment: 0.000 k -in Distance from edge of bearing to end of member: - 0.062500 ft Part Element Equation Pa (k) Pay (k) Track 1 AISI Eq. C3.4.1 -1 0.6410 0.6410 Track 3 AISI Eq. C3.4.1 -1 0.6410 0.6410 Web Crippling Strength 1.2821 Web Crippling Check: 0.5207 k <= 1.2821 k Moment Check: 0.000 k -in <= 35.626 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.487 + 0.000 = 0.487 <= 1.5 CFS Version 3.5 Analysis: M1.anl Rev. Date: 4/4/2005 Store Front Beam M1 Rev. Time: 4:22:36 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) 0.5207 0.5207 0.5207 Shear (k) -0.5207 18.745 Moment (k -in) Deflection (in) .035931 (5 CFS Version 3.5 Analysis: M2.anl Rev. Date: 4/4/2005 Store Front Beam 1n2 Rev. Time: 4:28:18 PM Rev. By: Phone: Fax: $ 4 Analysis Inputs Members Section File Revision Date and Time 1 358 - 358- 18GA- 18GA.sct 10/11/2002 4:09:31 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 8.0000 Top 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.0000 1.500 1.0000 2 XYT 8.0000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 8.0000 -0.07 -0.07 k/ft Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.0000 13.0000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 CFS Version 3.5 Analysis: M2.anl Rev. Date: 4/4/2005 Store FrontBoam 1 Rev. Time: 4:28:18 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 4.0000 ft: Lx 8.0000 ft Ly 8.0000 ft Lt 8.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 358 - 358- 18GA- 18GA.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 7.135 0.000 0.000 0.000 Applied 0.000 7.135 0.000 0.000 0.000 Strength 14.044 26.106 6.493 19.156 6.250 Effective section properties at applied loads: Ae 1.27278 in ^2 Ixe 2.9709 in ^4 Iye 2.3538 in ^4 Sxe(t) 1.5615 in ^3 Sye(1) 1.2433 in ^3 Sxe(b) 1.5615 in ^3 Sye(r) 1.2433 in ^3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.273 + 0.000 = 0.273 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.273 + 0.000 = 0.273 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.075 + 0.000 = 0.075 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 0.0000 ft: Total Load: 0.29731 k on bottom flange Total Moment:- 1.6856e -07 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 8.0000 ft Section: 358 - 358- 18GA- 18GA.sct Applied Load: 0.29731 k on bottom flange Applied Moment: 0.000 k -in Distance from edge of bearing to end of member: - 0.062500 ft Part Element Equation Pa (k) Pay (k) Track 1 AISI Eq. C3.4.1 -1 0.41782 0.41782 Track 3 AISI Eq. C3.4.1 -1 0.41782 0.41782 Web Crippling Strength 0.83565 Web Crippling Check: 0.29731 k <= 0.83565 k Moment Check: 0.000 k -in <= 26.106 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.427 + 0.000 = 0.427 <= 1.5 CFS Version 3.5 /7 Analysis: M2.anl Rev. Date: 4/4/2005 Store Front Beam r'L. Rev. Time: 4:28:18 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) 0.29731 0.29731 0.29731 Shear (k) - 0.29731 7.1354 Moment (k -in) Deflection (in) - 0.07916 CFS Version 3.5 Analysis: M3.anl Rev. Date: 4/4/2005 Store Front Column M3 Rev. Time: 4:32:45 PM Rev. By: Phone: Fax: Analysis Inputs Members Section File Revision Date and Time 1 358 - 358- 18GA- 18GA.sct 10/11/2002 4:09:31 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 9.0000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.0000 1.500 1.0000 2 XYT 9.0000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 9.0000 -0.02 -0.02 k/ft 2 Concentrated 90.000 2.9583 NA - 0.1460 NA k Bearing Length 1.000 in Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.0000 13.0000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 CFS Version 3.5 /9 Analysis: M3.anl Rev. Date: 4/4/2005 Store Front Column M3 Rev. Time: 4:32:45 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 3.0309 ft: Lx 9.0000 ft Ly 9.0000 ft Lt 9.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 358 - 358- 18GA- 18GA.sct Cbx 1.2360 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 5.691 0.000 0.000 0.000 Applied 0.000 5.691 0.000 0.000 0.000 Strength 13.382 26.106 6.493 19.156 6.250 Effective section properties at applied loads: Ae 1.27278 in ^ 2 Ixe 2.9709 in ^4 Iye 2.3538 in ^ 4 Sxe(t) 1.5615 in Sye(1) 1.2433 in Sxe(b) 1.5615 inA3 Sye(r) 1.2433 inA3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.218 + 0.000 = 0.218 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.218 + 0.000 = 0.218 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.048 + 0.000 = 0.048 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 3.0000 ft: Total Load: 0.14600 k on top flange Total Moment: 5.6811 k -in Bearing: 1.0000 in Distance from edge of bearing to edge of opposite load: 2.8958 ft Section: 358- 358- 18GA- 18GA.sct Applied Load: 0.1460 k on top flange Applied Moment: 5.681 k -in Distance from edge of bearing to end of member: 2.9583 ft Part Element Equation Pa (k) Pay (k) Part 4 1 AISI Eq. C3.4.1 -4 0.6318 0.6318 Part 4 3 AISI Eq. C3.4.1 -4 0.6318 0.6318 Web Crippling Strength 1.2635 Web Crippling Check: 0.1460 k <= 1.2635 k Moment Check: 5.681 k -in <= 26.106 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.139 + 0.218 = 0.356 <= 1.5 CFS Version 3.5 Analysis: M3.anl Rev. Date: 4/4/2005 Store Front Column M3 Rev. Time: 4:32:45 PM Rev. By: Phone Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) 0.14014 0.18881 0.18881 Shear (k) -0.14014 5.6913 Moment (k -in) Deflection (in) -0.071672 CFS Version 3.5 2) Analysis: M4.anl Rev. Date: 4/4/2005 Store Front Column M4 Rev. Time 4:36:38 PM Rev. By: Phone: Fax: 4 $ Analysis Inputs Members Section File Revision Date and Time 1 358 - 358- 18GA- 18GA.sct 10/11/2002 4:09:31 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 13.000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.000 1.500 1.0000 2 XYT 13.000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Concentrated 90.000 2.938 NA - 0.2573 NA k Bearing Length 1.500 in Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.000 13.000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 CFS Version 3.5 Analysis: M4.anl Rev. Date: 4/4/2005 Store Front Column M4 Rev. Time: 4:36:38 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 3.039 ft: Lx 13.000 ft Ly 13.000 ft Lt 13.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 358- 358- 18GA- 18GA.sct Cbx 1.3300 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 11.423 0.000 0.000 0.000 Applied 0.000 11.423 0.000 0.000 0.000 Strength 10.416 26.106 6.493 19.156 6.250 Effective section properties at applied loads: Ae 1.26541 in ^2 Ixe 2.9694 in ^4 Iye 2.3280 in ^4 Sxe(t) 1.5586 in Sye(1) 1.2297 inA3 Sxe(b) 1.5628 in Sye(r) 1.2297 inA3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.438 + 0.000 = 0.438 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.438 + 0.000 = 0.438 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.191 + 0.000 = 0.191 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification- Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 3.0000 ft: Total Load: 0.38600 k on top flange Total Moment: 11.396 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 2.8750 ft Section: 358 - 358- 18GA- 18GA.sct Applied Load: 0.3860 k on top flange Applied Moment: 11.396 k -in Distance from edge of bearing to end of member: 2.9375 ft Part Element Equation Pa (k) Pay (k) Part 4 1 AISI Eq. C3.4.1 -4 0.6742 0.6742 Part 4 3 AISI Eq. C3.4.1 -4 0.6742 0.6742 Web Crippling Strength 1.3484 Web Crippling Check: 0.3860 k <= 1.3484 k Moment Check: 11.396 k -in <= 26.106 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.344 + 0.437 = 0.780 <= 1.5 CFS Version 3.5 Analysis: M4.anl Rev. Date: 4/4/2005 Store Front Column M4 Rev. Time: 4:36:38 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) T 0.11721 0.32505 0.32505 Shear (k) I 011721 11 423 Moment (k -in) Deflection (in) -0.25924 CFS Version 3.5 Section: Double 6x14GA.sct Rev. Date: 4/4/2005 Channel 6x1.625x1 -14 Gage Rev. Time: 5:08:05 PM Rev. By: Phone: Fax: Section Inputs Material: A653 SQ Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 inA6 Torsion Constant Override, J 0 inA4 Stiffened Channel, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 1.625 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 - 90.000 0.13600 None 0.000 0.0000 0.5000 2 1.6250 180.000 0.13600 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.13600 Single 0.000 0.0000 3.0000 4 1.6250 0.000 0.13600 Single 0.000 0.0000 0.8125 5 1.0000 - 90.000 0.13600 None 0.000 0.0000 0.5000 Part 2, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.13600 None 0.000 0.0000 0.5000 2 1.6250 180.000 0.13600 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.13600 Single 0.000 0.0000 3.0000 4 1.6250 0.000 0.13600 Single 0.000 0.0000 0.8125 5 1.0000 - 90.000 0.13600 None 0.000 0.0000 0.5000 CFS Version 3.5 Analysis: M5.anl Rev. Date: 4/4/2005 Store Front Column M5 Rev. Time: 5:09:55 PM Rev. By: Phone: Fax: $ 4 Analysis Inputs Members Section File Revision Date and Time 1 Double 6x14GA.sct 4/4/2005 5:08:05 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 15.000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.000 1.500 1.0000 2 XYT 15.000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Concentrated 90.000 2.938 NA - 0.3240 NA k Bearing Length 1.500 in Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.000 13.000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 7-6 CFS Version 3.5 Analysis: M5.anl Rev. Date: 4/4/2005 Store Front Column M5 Rev. Time: 5:09:55 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 3.043 ft: Lx 15.000 ft Ly 15.000 ft Lt 15.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Double 6x14GA.sct Cbx 1.3454 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.0000 15.067 0.0000 0.000 0.0000 Applied 0.0000 15.067 0.0000 0.000 0.0000 Strength 4.6279 26.927 8.8841 10.898 4.5567 Effective section properties at applied loads: Ae 1.5216 in ^ 2 Ixe 7.7114 in ^ 4 Iye 1.6144 in ^4 Sxe(t) 2.5705 inA3 Sye(1) 1.2104 inA3 Sxe(b) 2.5705 inA3 Sye(r) 0.8425 inA3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.560 + 0.000 = 0.560 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.560 + 0.000 = 0.560 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.088 + 0.000 = 0.088 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Edge stiffener D/w exceeds 0.8. Web Crippling Check - 1996 AISI Specification- Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 3.0000 ft: Total Load: 0.48600 k on top flange Total Moment: 15.023 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 2.8750 ft Section: Double 6x14GA.sct Applied Load: 0.4860 k on top flange Applied Moment: 15.023 k -in Distance from edge of bearing to end of member: 2.9375 ft Part Element Equation Pa (k) Pay (k) Stiffened Channel 3 AISI Eq. C3.4.1 -4 1.4310 1.4310 Part 2 3 AISI Eq. C3.4.1 -4 1.4310 1.4310 Web Crippling Strength 2.8619 Web Crippling Check: 0.4860 k <= 2.8619 k Moment Check: 15.023 k -in <= 50.793 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.204 + 0.296 = 0.500 <= 1.5 Edge stiffener D/w exceeds 0.8. CFS Version 3.5 Analysis: M5.anl Rev. Date: 4/4/2005 Store Front Column M5 Rev. Time: 5:09:55 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) 0.136 0.4276 0.4276 Shear (k) I -0.136 15.067 Moment (k -in) Deflection (in) -0.1758 ..---- a rr¢-5� kr r1kgc`�% ! B.cJ 4 evi VENTILATON TEST SHEET r 4"vl, A G� • " G} //� PROJECT: ,a 4 )/' ' ,. 503 - � L95,4 / DATE: Sr f�'�J SYSTEM: k 73 1$ . .tw/�'4 /� • i #a. ., 1, bt. . 5,.. / Y � '4'. r ' _ fT A ,.I ' I f ! SF ,,R V 3j ��5 y�` i kk t! _ { .. a 4 � y. t -,z j , nV ice •. >a 1 i, i - _ _ _. _ .. ... _ f t �. Y � ,.Ar7Y'rb3....Yo: .3t- �.N.._ tip. ... .s ..... I ti ` »/ fg \ t'77 -7 17 I7 2 L k 7 5 20 -- I 5- 1 7 , I d i6 36 v /‘ ,N ./ P- 1 '' -4 c 3] 5 3 .2. 41% . L 5- 3c.....) q k s1o,_- 1- e it Z 2? 2 I ` 5 ) °► 26 73 �- z� Z c 1 i, l I ;r) Z 5.a 24 2 21 S 165 Z7 P 451 ti 6 4 { I Q "fd 3 y, 316 770 lfS 300 Vtqti 9 2 s1 ak Zio 'M I c 2 zo D i 0 / 6 315 . S oa 3 c 3 -e- . 1 H 4 ) (5 S 336 3 d6 1 c, o2 goQ S( >5 1 31 ' ( 26,5 1 J 2C_ 6 _52 4 , 2Z5 - 270 _,_,.,.,,.�..}• ., l 3,5 5433x5 35g is2 ()°4 (104, A t ZLI , ,: :: , Z F l 5 ° 5 1 Z- ( ) r4 1(4 2G/ kI Mil q OFFICE COPY CITY OF T UALATIN ftEC E1VED SEP 0 9 2005 (s"- o -7 ENGINs.ERING & WVILDlNa DEPARTME `IT a'. p or-3775" .--9_. do 7�. /_..... �1._L!./ 1 n i Z- VENTILATION TEST SHEET i. PROJECT: CA P(7 — z G . SYSTEM: t � - DATE: g257 "' �'.k�tx�+ t`~rt' r Spa } ' 14' 5" h MN 1 MU ■ MI 4 0 JI7 o ill 2._ I 415() Milli] 11111 - �� . o f ti�� 1 I! I to I Riminisle lizams r (-4 Igin Li cob Nil 11 1 15b & & 11111 �� -7 ys0 s1,1 16o I_________ �' t � 1 w 6° 6 11111M1 1 0 NMI x.41 qsa 5 I d III vit el m 111111 gill 960 5'''' MIMI wt, .2 1d`I - , 2` 0 , MI12 2 : 4,A 4,-0 233 Is1ffin .4 I H co sez immillil A. 1 i 1 lc, NEI 1 Es 3°5- nimplim...110,2): Oil 4615 ffill r 16' la Mil 111 leo fa ‘g-A 0 EOM lico 1 Mil -011111 2 III ,1 111111 - 1 • MIEN A c 2,°�� I VENTILATION TEST SHEET PROJECT: G A P\ Z 2 Q SYSTEM: � c• J ' 3 DATE: U - ZS— os f'z t Rtn. -�� y R'- 't'. 'y �'R 9 } "5 '" �' 7 Y + ' r t ',„4-,;4.4. h..� t 4�'' y 4 i " .1 1.4 : c"... .: �. , , z,i1 _ � e I, M 3 I I Z qp H 5S C)c7 1 ,49' 3K • z ik Li 6 o 517 3 960 570 030 A 5" r ri ?.DO 04 1,6 illtc G 1 1 ZOO I f �i " li yNe6 935 73S $ to n gig vzo 31 to 10 Ziii 2,60 1- 1 /- IC `v , I I 2." IA 93S 6 1 y"''. H 60 L 12er.r W I 76 (12 (3 6° -1) r tvA 61 in‘O j ~z 7 3 Iry 0 VENTILATION TEST SHEET PROJECT: C P R , r - , V 1 , I,.� DATE: 8-2-5 0 � I SYSTEM: ' T ' ; ' ' ' "7 ' , , i;Taja 7r i 11 A ": :0 1}7::.: ".. .' ' : '.. . 4 . r cwt I'il c Fr e , ti ( i ; 'F 4,:: ii! v i X5. ' •TJ -y I 12 /' 2 i S KO Li 360 146 3 9' slok ), • 03 go Y‘ I NIo C V? 3 i0 2 - () L, 1 1 l 3ys 3 20)3% 166 2) 73 S t -al' \ V) 995 53s AK W(r) 1 ikei-% 950 16i) 4136 1-1� 7 45 Sys '7o , <0 tit Lit ,c =,_ 3 3 31 3 4 - 5 236 2.1 3gc; 26 it L' 77 3L4 s 3 z o �; 3Z1� 1 3 1 l J 3 `IS 2 1 3 �� 3a) 3� ! X 31 11 1 211 0 9 Li C 9 - ZITO 417( 1 2 ‘.-1 / ,0 < -41ti 9 -19s- ,.. 326 3g 320 53 Is 12" 0 ti 590 e 4 15C !9 10 `t 351 3s5 fr ) r q10 S1 c t5 L 35 ,W 3 J 35 l6 10 360 , L6 3 ‘276 ° I al l 6.252_ 6 ) 4 ?) r 41,-- 6 C I 77/1 .c i ii VENTILATION TEST SHEET PROJECT: i SYSTEM: DATE: 6)-2_5-06 Alk 7 '')c /1 8171- )9 )co) 2.161 k o ? 22.17 U I. 5871 )2 42) 6 FILL_2k 132 A 3,13 56 1 30 s` 155 30z) 2 i 355 !- c/ V , tO „>, (') Dom 25 7 . C 3. ��4 S () Co7 ) 2-0 ( .S„r i�. VENTILATION TEST SHEET SYSTEM: DATE: 8 -2s. os =In El • on 111!11 226 r-13 1111111 roc] Ell ■ FAN DATA SHEET '64 Q ') -I l (ji°°'t PROJECT: , A. I ; a ?...c K.i. L1.i 5- 1) '` ----- SYSTEM: g u - Le a DATE: 8' D5 RTU•1 gT -2 MANUFACTURER r etrA/V -G MODEL Y6 i 20 1- i /,P 161 6,0 z I o d (/ lic eA SERIAL # 62410 2 7 L 2S-/o y, REQUIRED � E1NAk) REQUIRED` irA J�7(' CFM 358 35F5 35 46 Is 6615. (7 IN /OUT/TSP AMPERAGE 2 - ( i " (, - VOLTAGE . 411.) �I 7�.,, & 1i', __ q - 3 Y 5 �� t -fia-; -C o 1 y g ? _, RPM � �, _ 3 35 3 y6a ? ° / C3 _) SHEAVE 34\ \ t , I X 7//'.- 4 1 0 ° 4 4 0 s 1 1 0/3 HORSE POWER S /)t S F MANU. l, '"— Tag A io h�,.T^, s ` R '�µ F'�i..,j�,i` :'A'. .,.."0641 l , F �", -.. t(c) l FAN RPM ,I_ g .. L C(274 FAN PULLEY 9 - K --'r 1 01 t) X01 t -F ) f' (Z / (- 0 x / BELTS tri-- 6 >s.et 5 Pc C ?5 OSA q L Q ��r�� p c() HOU -X� /55 1 ∎N1 \ I h Olive l`a"c -- ifi l A o 1`d J c 3,7S 'Ni n fi1, z, 41,72_ FAN DATA SHEET PROJECT: G A P‘ a a ck i SYSTEM: 2,10 - 32- H DATE: 8 -2s- or fai0 -3 gR) -It MANUFACTURER 1 R MODEL 1� IZ6 -M � ElA( L23 1 y6 D2e zAHA - N ys6 SERIAL # 57 1 -226.1,- O co q e t) 1. , ' x triri j,x }y 'f Z ' a ` ' � A I *: ' R' QED y A " PiN ',.;- y +�. } }y 49€x' 1 -� ^ _ AL CFM Li OGO 40 I 1 6Zl0 6Z7 0 I 4?- IN /OUT/TSP <' b ,,I,III d El i f5 rei. ®rte AMPERAGE Elliffea 4 , MilMIEMEMIEINIM VOLTAGE Lt 60 - '7---4 Q , Gt _ _ RPM 3 �J `i ? -," 1 3 1 5 I _1 f.''r SHEAVE 35 1 UC.LO ]/ I U� i?C'X t �" HORSE POWER S S.F. MANU. \( , I 1q g . ; .. rF t .. T i - , 14 }Y>;.. - �a��. ab S -i ,'K4�k�i"�.�idel�.l��C .,s+'1 �� {.+ sY' .P� � • � f.7W�� ( � FAN RPM 125 1 Ai ,d,` FAN PULLEY sLy„-s;\crQ `, B� I !J k S B ,/ f f BELTS t i OSA 2.5- ffir_wAil' 1 88'0 q Ail l & - ,,,i y ,v, l r1 S 3W Ab kr AlgX141.75'4I.57-- 9 „r a-- FAN DATA SHEET PROJECT: C_1, p‘, ZZC� SYSTEM: ER_ g Z DATE: 3- 45-- C MANUFACTURER - 1 - , MODEL SERIAL # y(// REQUIRED FINAL 5-51 ��).�� REQUIRED FIN L CFM x700 "� '�V 5 70C) I 'c f55 AMPERAGE q(, 7 c-1.7 / ! -S VOLTAGE )O �2- ( - RPM .r _ SHEAVE U I I 1/471( HORSE POWER V S.F. MANU. l tom/ 'L - �^� k , 0 / ,9-7nt r .. fit/ , 7 gx:-.) FAN RPM oiyz, 1g-') 1 '� FAN PULLEY (I, 7Q 1 BELTS 612c OSA t w► J re o s4-{- r. /lc 1?— FAN DATA SHEET PROJECT: LA Y -L Z.c, i SYSTEM: F - 3 2. H DATE: S- 2c 05" MANUFACTURER Ciqp`r( A j r,_ MODEL 000 9 2 SERIAL # Ay/ f t__ A/ / REQUIRED FINA '� REQUIRED FINAL i. CFM (,Q 6 l (jV) J cU G7 IN /OUT/TSP r AMPERAGE , 3 3, Y -- 15 -- __ VOLTAGE k \ g 1 - co (t — ...._...�__. r - �--- RPM 1 7�r D D )7 yo fii SHEAVE I HORSE POWER , 2S--. i 2 r S F MANU. r U 4: ` ti ti-71. , nay" -9. 1 .„ ., _. a ;, FAN RPM )7 ( P FAN PULLEY BELTS OSA V MZ 1/ AI /Z - FAN DATA SHEET PROJECT: C/A P; Z c\ SYSTEM: F- 5 L i A U' 1 DATE: 45 05 GF -5 MAUI MANUFACTURER MODEL 9 7 (f 2 --D. cC C/ SERIAL # /\/7 r✓ REQUIRED ` FINAL REQUIRED ilok FINAL CFM r - W21S �dr� IN /OUT/TSP ,7 AMPERAGE ►75 '� "7, s VOLTAGE - LL�._,_r RPM I c J - P 1750 C7 SHEAVE I f 1 )/ ? . - HORSE POWER r S.F. MANU. P %01 I , c 1'.a t • xe - FAN RPM 9j7 olv FAN PULLEY 7 0 / BELTS Z 2 �( C OSA `� r_J ,4r ytec,45,44 1 /1 �v^ Initial Plan Review 3-1 4.7Q5 Project: CaliforniaPizzaKitchen #05 -3775 7315 Bridgeport Rd Item # Bridgeport Village, Bldg C Target Date Requirements /Items GENERAL ADMINISTRATION: 1. Upon review of the Submitted documents, The drawings and related design documents for the proposed work were reviewed and found to be in general compliance with the Oregon Structural Specialty Code, This Plans Examiner will recommended to the Building Official the issuance of a building permit for the Tenant portion of the project subject to the following resubmit of revisions: Page# Include Ci. Tualatin & WashCo in Project Team. A0.0 List deferred submittals. 2hr. demising wall, adjacent tenant unknown. A0.2 Complete Means of Egress to exit discharge OSSC 1003, 1006,1017,1107 A0.2 Locate FEC's. FEC w /in 30ft of commercial cooking equipment, OFC 906.1 A2.1 Directional signs to exits. A3.1/S3.0 Verify approved RTU zone. A4.1/A6.1 Storefront design: OSSC 2404, wind calcs OSSC 1609, seismic ASCE 7 section 9.6.2.10, provide calcs. A5.1 Provide details for 2hr demising wall, OSSC T- 302.3.2 occupancy separation. A3 /B,M. E1.0 Add egress illumination & exit signage. HEI RESPONSE: Egress illumination and exit signage was shown on sheet E1.0. Refer to sheet E1.0. E1.2 Add Fire Alarm Pull @exit. HEI RESPONSE: Added fire alarm pull station at exit to northeast exit. Refer to revised sheet E1.2. Plans 11;1 Documai tSR z 1. Changes or revisions to the project plans shall be submitted to the building division a minimum of Two full weeks prior to the work proposed. All drawings shall be stamped & Signed by the project Architect or Engineer of Record Prior to a Submittal. 2. The Electrical has not been reviewed b the Ci of Tualatin. See Washington Co. for review and approvals. 3. The Fire Sprinklers /Alarms will be a deferred review under a separate permit. 4. Building Identification Required: All buildings or property shall display a permanent street number or other identifying data in a prominent location on the street side of the building or property and shall be of a highly contrasting color to the background to which they are attached. The scale of numbers shall be in scale in height of the building and be illuminated during the hours of darkness so that they shall be easily visible from the street. n OCCUPANCY — CONSTRUCTION SIRE RESISTIVE ASSEMBLIES:. . A -3, Restaurant 6863 sq. ft. T.I. Type II -B, Occupant Ld. 207 Persons, Seating for191 2 Exits The Service Corridor /Demising Walls are to be 1- Hr. Fire Resistive Construction. The Tenant Side of these walls will be required to be All fire - stopping will be required to be fully inspected and verified Prior to Dropping Ceiling Tile. Note: Storage Rack Shelving, if wood material the drop -in panels will be required to be of fire treated particleboard or metal wire. FIRE'PROTE cTI0N: The Min. Fire Sprinkler Area /Density Design Level at the Bridgeport Lifestyle Center will be Ordinary Group — II A Full Smoke Detection System complying to NFPA — 72 will be required throughout all rooms, areas of the Tenant Space. HEI RESPONSE: Drawings comply. Refer to sheets E1.2 and FP1.0. Both Fire Sprinklers and Alarms /detection systems will be a deferred submittal with a separate permit and review. 1/3 EXITING & EVACUATION — NON STRUCTURAL: Exit signs shall be installed at all required exit doorways and where otherwise necessary to clearly indicate the direction of egress. HEI RESPONSE: Drawings comply. Refer to sheet El .0. Current supply to one of the lamps for exit signs shall be provided by the premise's wiring system. Power to the other lamp shall be from storage batteries or an on -site generator. If, When power supply failure occurs, illumination shall be automatically provided from an emergency system where the occupant load exceeds100 for not less than 2 full hours. HEI RESPONSE: Drawings comply. Refer to sheets E1.0 and E3.0. Pictogram /Braille/Tactile Exit signage will be required for all Exit Doors. See Attached Example MECHANICAL • HVAC: Reminder: All Roof -Top units (RTU's) are required to be Interconnected to the House Fire Alarm System for automatic SHUT -DOWN upon activation of the Detection /Alarm. HEI RESPONSE: Drawings comply. Refer to sheet ME1.0. PLUMBING: This will be a separate permit and review. Your reviewer will be Mike Cocharo, Plumbing Plan Checker and Inspector. He can be reached at 503 - 691 -3043 or mcocharo(&ci.tualatin.or.us ACCESSIBILITY: This facility shall comply with Chapter 11 of the State of Oregon Structural Specialty Code (OSSC) as well as with the American Disabilities Act. (ADA) This building shall be accessible and usable by persons with disabilities. ORS. 447.220 If, or during an actual building emergency TVF &R would use there Incident Command Manual (ICM) and their Operational Guideline (OG) IE: ICM -OG Series 3001 for Building Evacuation as meeting an interpretation of Section 1107.1, Exception 1.2 of the '98 Ed. of OSSC as accepted by the Oregon Disabilities Commission back in Jan. 1999. Braille/Tactile /Pictogram Signage will be required throughout the building. Signs which designate Exit Doors, Stairs, Restrooms, permanent rooms, and spaces are required to be English, Braille, Tactile and Symbolically meeting grade 2 standards. Non -Glare finish with characters and symbols that contrast with their background and mounted so a person may approach within 3 inches of the signage without encountering protruding objects or standing within the swing of the door. A signage package should be developed and submitted for review and approval. Controls, Operating Mechanisms and other Hardware, including switches of control lighting and ventilation, electrical convenience outlets in accessible spaces, along accessible routes, or as parts of accessible elements shall comply with Section 1109.3. Front desk areas, all tables, service and coffee bar, counters condiment areas, tableware, beverage dispensers, etc., shall; meet the requirements for height and reach as per Section 1109. ENERGY CONSERVATION: Energy Documentation & Forms; Building Envelop: For the most part the Shell Envelop has been provided by the Main Developer Opus NW, however T.I. Windows In -fill are provided by the Tenant project. If external changes occur a re- evaluation will be needed along with any required up- grades for compliance. Windows /Skylights: If rated by National Fenestration Rating Council (NFRC) the glazing shall bear labels by the manufacturer and model. All •lazin. to be DP -.60 rated or better. Lighting: The current Lighting design is required to meet compliance design w /the State of Oregon's Energy Code for Lighting Design. HEI RESPONSE: Lighting energy forms were submitted. Refer to attached energy forms. ELECTRICAL Comments: The Electrical has not been reviewed by the City of Tualatin. Electrical Permits, Plan Reviews, and Field Inspections will be preformed and conducted by Washington County Building Department — Electrical Division. Submit plans to the county for review and approvals. The Contractor will be required to submit a copy of the Electrical Plan Check Letter and all field inspection reports regarding any needed electrical corrections and comments to the City Building Division. HEI RESPONSE: Contractor will provide. A Fire /Life Safety review will be required by the City of Tualatin on the Fire Alarm System as a deferred review. ACCESS to SWITCHBOARDS & PANELBOARDS: General — workspace around switchboards and panel boards shall be provided and maintained as required by both the Electrical and Fire Codes. Such spaces shall not be used for storage. UFC 8509.1 HEI RESPONSE: Drawings comply. Refer to sheet E1.1. Panels or Switchboards Shall not to be placed or located within a Fire Rated Wall Assembly. To be Surface mounted only. HEI RESPONSE: Drawings comply. Refer to sheet E1.1. Electrical Boxes for Outlets and Switches placed in a Fire Rated Ass'y shall be provided with UL Listed Putty Pads. HEI RESPONSE: Drawings comply. Refer to sheet E1.1. Access: A Clear and Unobstructed means of access with a min. width of 30 inches (762 mm) and a minimum height of 78 inches (1981.2 mm) shall be maintained from the operating face of the switchboards or panel board to an aisle or corridor. UFC 8509.3 HEI RESPONSE: Drawings comply. Refer to sheet E1.1. Labeling: Adequate Lighting by natural or artificial means shall be provided. Artificial shall be in accordance with Article 90, Standard i.11. HEI RESPONSE: Drawings comply. Refer to sheet E1.0. All Exterior Doors and Access points shall be illuminated during the hours of Darkness. HEI RESPONSE: Drawings comply. Refer to sheet E1.0. If you have any questions or comments please fell free to contact me at: The Bridgeport Satellite 503 - 207 -5865 or the preferred method by e -mail John Wheeler Plans Examiner /Bldg. Inspector, 503 - 846 -6774 jwheelerbpv(c 3/3 5404PE /5403S1 WASHINGTON COUNTY OREGON • March 1, 2005 C ITY OF TUALATtN RECEIVED Nina Raey 1342 Bell Avenue, Suite 3K MAR 7 2005 Tustin, CA 92780 FINANCE RE: California Pizza Kitchen 7315 SW Bridgeport Road Building Building R2 Space R202 OFFI O E COPY Tigard, OR 97224 Dear Ms. Raey: The Washington County Department of Health and Human Services has obtained the plans for the proposed California Pizza Kitchen to be located at 7315 SW Bridgeport Road Space R202 in Tigard, Oregon. It is our understanding that community water and community sewer will be utilized at this structure. The plans have been reviewed and approved providing that the following conditions have been complied with: STRUCTURAL REQUIREMENTS 1. The plans show a three- compartment sink for washing, rinsing and sanitizing utensils. Each compartment of the three - compartment sink unit must be large enough to totally submerse your largest multi -use utensil. The plans show one drainboard on each side of the three - compartment sink. An accurate test kit is required to test sanitizer concentration in the third compartment of your sink. These sinks are not to be used for handwashing. 2. The plans show a dishwasher. The dishwasher is assumed to be a commercial model. Machine or water line mounted thermometers must be provided to indicate water temperatures of the wash and rinse cycles. These thermometers must be accurate to +2 °F or +1°C. The dishwasher must be capable of reaching proper wash and rinse temperatures, and must waste indirectly to a floor sink. If chemical sanitizers are used, they must meet the requirements of 21 CFR and be dispensed in proper concentration. An accurate test kit is required to test sanitizer concentration of the final rinse. 3. The plans show a food preparation sink located in the kitchen area. Please be aware that this sink can not be utilized for noncompatible uses such as handwashing or mop washing. This sink must waste indirectly to a floor sink. 4. The plans show a utility mop sink curbed floor receptacle. Please supply a mop- hanging device so mops and similar floor cleaning equipment can be cleaned and hung between uses. Department of Health & Human Services - Environmental Health Division 155 N First Avenue, MS -5, Hillsboro, OR 97124 -3072 Phone: (503) 846 -8722 • Fax: (503) 846 -4490 • www.co.washington.or.us 5. If you plan to install an automatic chemical dispensing system at your three - compartment sink or mop sink, please contact the local plumbing authority for information on the proper back flow device needed to protect the fresh water supply from chemical backflow. 6. A handsink must be designated in each of the food or drink preparation and food or drink dispensing areas. A barrier partition is required between the handsinks and adjacent sinks, and when handsinks are located next to food equipment (ie steamtables);'s 1 shing can come into contact with food. 7. All handwashing sinks including the restroom handsinks must be equipped with dispensed soap and dispensed sanitary towels or approved hand - drying devices. The handwashing sinks must be equipped with hot and cold tempered water. The hot water must be at least 110 °F (43 °C). If self - closing, slow - closing, or metered faucets will be used, they must be designed to provide a flow of water for at least 15 seconds without the need to reactivate the faucet. 8. Be advised your hot water heater must be of sufficient capacity to meet the peak hot water demands of your facility. If hot water availability is found to be problematic, additional hot water generating equipment will be required. 9. The plans show an employee restroom with a toilet and a handwashing sink. 10. The restrooms must meet all the requirements as described in the Oregon Food Sanitation Rules for design, construction and operation. Be aware that restroom doors must self -close and that there must be at least one covered waste receptacle in the women's restroom. Please consult the local Building Department for information on the ratio of toilets, urinals and handsinks required for your planned occupancy. 11. The soda pop machine, espresso maker, food prep sink, ice bins, dishwasher, hot water heater, walk -ins, and any other piece of equipment utilized to hold food or ice in that is equipped with a drain must waste indirectly into a floor sink or floor drain. Where air gaps are required, the distance between the bottom of the waste pipe and the top of the floor sink or drain must be at least one inch or two waste pipe diameters, whichever is greater. 12. Refrigeration units that do not come equipped with an evaporator pan for liquid waste evaporation must waste indirectly to a floor drain or floor sink. 13. Floor sinks and floor drains must be located so they are accessible for cleaning and maintenance. 14. All floor, wall and ceiling surfaces must be smooth, durable, sealed and easily cleanable. Any areas that are worn or damaged must be repaired. Where walls and ceilings are painted, high gloss paint is recommended. It is also highly recommended that walls behind cooking equipment, dishwashing equipment, and the mop sink be covered with durable, washable backsplash. 15. If acoustical ceiling tiles are utilized and they become soiled and can not be cleaned, then replacement will be required. A washable ceiling surface is recommended for food preparation and cooking areas. 2 16. Self - service areas must have a smooth, nonabsorbent floor covering such as vinyl, tile or the equivalent extending out 30 inches on each side to which the public has access. 17. Base coving at least four inches in height is required on all wall/floor junctures that require wet mopping. 18. Gaps in floors, walls, or ceiling around plumbing or electrical work must be filled in to prevent rodent and insect access and entrance. Exposed utility lines and pipes can not be installed horizontally on the floor. 19. Lights over food storage, food preparation, utensil washing and food display areas must be shielded, coated or otherwise shatter resistant. 20. Refrigeration units not equipped with an accurate built -in thermometer, must have a thermometer located on the top shelf or door. 21. All equipment must be installed so as to be moveable or properly sealed to facilitate proper cleaning. 22. Storage shelves must be smooth, impervious, and easily cleanable. Unfinished wood is not acceptable. 23. Floor- mounted equipment, unless readily movable, must be sealed to the floor, installed on a concrete or otherwise smooth base at least four inches high, or elevated on legs to provide at least a six inch clearance between the floor and equipment. 24. All food or food items in the facility which are within customer reach and are not prepackaged, must be protected from customer contamination by a sneeze shield or other approved means. Please see the NSF pamphlet that is enclosed for information on sneeze shield requirements. 25. Outside garbage storage areas or enclosures must be large enough to store the garbage and refuse containers and must be kept clean. Garbage and refuse containers, dumpsters and compactor systems located outside must be stored on or above a hard, nonabsorbent surface such as cement or machine -laid asphalt that is kept clean and maintained in good repair. 26. The local plumbing authority may require a grease trap or interceptor be installed. If a grease trap or interceptor is required, it must be located and installed so that it is effective. A grease trap or interceptor is shown. A maintenance schedule must be developed and followed to prevent grease from going down the sanitary sewer. 27. All plumbing must meet the requirements of the City of Tualatin and the Oregon Uniform Plumbing Code. OPERATIONAL REQUIREMENTS 1. If you plan to cater foods, please submit your catering plans to this department. 2. If food delivery is planned then deliveries must be made with approved equipment that will keep products at correct temperatures. We highly recommend a temperature log be kept of foods being transported. 3 3. Common (cloth) towels cannot be used to dry hands. If disposable towels are used, easily cleanable waste receptacles must be conveniently located near the handwashing facilities. 4. Customer self - service is not indicated. If there will be self - service, please contact this office for additional information. 5. A metal probe thermometer accurate to +2 °F or + 1°C must be provided to assure attainment and maintenance of proper internal food temperatures of potentially hazardous foods after cooking foods, during hot holding, cold holding, and during cooling and reheating processes. 6. If potentially hazardous foods will be cooled, then a method to rapidly cool this food must be provided. Commercial air cooled refrigerators or ice baths are recommended for cooling foods. When foods are cooled in the refrigerator, they must be cooled in uncovered containers. Liquid foods may not be cooled at a depth of greater than four inches and soft thick foods may not be cooled at depth greater than two inches in air - cooled refrigerators. Large portions of meat should be portioned so that each portion weighs no more than 4 pounds. Potentially hazardous foods must be cooled from 140 °F (60 °C) to 70 °F (21 °C) within two hours and from 70 °F (21 °C) to 45 °F (7 °C) or a recommended 41 °F (5 °C) within 4 hours. The total cooling time may not exceed 6 hours. 7. Potentially hazardous foods may not be thawed at room temperature. Food may be thawed by one of the following methods: • Under refrigeration that maintains the food temperature at or below 41 °F (5 °C) or 45 °F (7 °C) or less; • Completely submerged under running water at a temperature of 70 °F (21 °C) or below, with sufficient velocity to agitate and float off loose particles in the overflow, for a period of time that does not allow potentially hazardous foods to rise above 45 °F (7 °C), for more than four hours. It is recommended that food not be allowed to thaw to a temperature above 41 °F (5 °C); • In a microwave oven, only if the food will be immediately transferred to conventional cooking facilities as part of a continuous cooking process, or when the entire, uninterrupted cooking process takes place in the microwave oven. • As part of the conventional cooking process. 8. Raw meats must be stored separately from other cooked or ready to eat foods in refrigeration units. Raw meats should be stored below ready to eat foods. 9. A method must be used to clean and sanitize all food contact surfaces of equipment that is designed for in place cleaning. 4 10. If you have menu items that you intend to hold at room temperature before service, please be aware that a method of time control must be agreed upon to allow a maximum holding time of four hours for items not under temperature control. At the end of this time, the remainder of the product must be discarded. 11. Potentially hazardous food that has been cooked, cooled and reheated for hot holding must be reheated within two hours to a temperature of at least 165 °F (74 °C) for 15 seconds. Potentially hazardous food reheated in a microwave for hot holding must be reheated so that all parts of the food reach a temperature of at least 165 °F (74 °C) and allowed to stand covered for 2 minutes. Ready -to -eat food from a commercially processed package must be reheated to at least 140° F (60 °C). 12. Refrigerated ready -to -eat potentially hazardous food that is prepared in the establishment and held for more than 24 hours must be marked with the date of preparation or consumption. This food must be consumed within 7 days if stored at 41 °F (5 °C) or less and within 4 days if stored at 45 °F (7 °C) or less. The date of preparation is included as the first day of the dating system. Food prepared on -site and then frozen must be date marked to indicate how long the food may be kept once the product is thawed. 13. The temperature of potentially hazardous food must be monitored when they are delivered from purveyors. Potentially hazardous cold foods must be received at a temperature of 45 °F (7 °C) or below and hot foods at 140 °F (60 °C) or above, and frozen food must be received in a solid frozen form. 14. It is recommended that you keep milk steamed for coffee drinks hot between drink preparations. Hot milk should be monitored with your probe thermometer in order to maintain temperatures at 140 °F (60 °C) or above. 15. To minimize manual contact of foods, please provide and utilize handled scoops and other appropriate utensils. 16. Food may not be stored under exposed or unprotected sewer lines or water lines, except where automatic fire protection sprinkler heads may be required by law. 17. All storage of food, food containers, and single service utensils must be on shelves at least six inches above the floor except where storage is on wheeled platforms or four inch high sealed bases. Metal pressurized containers or cased canned goods may be stored on the floor. 18. This facility and its operation must meet all the Oregon Food Sanitation Rules and Statutes. 19. A preopening inspection must be conducted by our Department prior to license approval and operation. Please contact Abraham Shadbeh at 503- 846 -4934 at least one week prior to operation to schedule this inspection. 20. The license fee of $507.25 and license application must be submitted to this office prior to the preopening inspection. 5 21. All employees must have current Washington County Food Handler's Cards. For information call 503 -846 -3460. The plans you have submitted have been approved subject to stated conditions. If any future changes are necessary, it will be required that those changes be approved by this Department. Sincerely, iii x DEPARTMENT OF HEALT AND HUMAN SERVICES Alex Giel, R. ., S.E.H.S. Environmental Health and Sanitation AG:eoc Enc: NSF Pamphlet cc: Abraham Shadbeh, E.H.S. City of Tualatin • 6 0 SIERRA ENGINEERING G R O U P lira April 12, 2005 City of Tigard, OR Building Division. 13125 SW Hall Blvd. Tigard, OR 97223 Attn. John Wheeler Subject: Structural Plan Check response for California Pizza Kitchen Project No. 05 -3775 Job Address: 7315 Bridgeport Rd — Tigard, OR Dear Mr. Wheeler: Sierra Engineering Group reviewed the structural plan check comments from your letter dated March 22, 2005 for the subject project. Our response to the comments corresponds directly with the comment item on the plans. Our response is as follows: STRUCTURAL RESPONSES: 1) 'Storefront Design.....provide calcs." Refer to Supplemental Structural Calculations. (Pages 6 through 27). Refer to Revised Drawings. Sheet S0.2 (Elevations) and, details K/S0.0 through P /S0.0. 2) "Verify approved RTU zone." All units are located within the RTU approved area, except for EF4. have checked the capacity of existing joist 24K7 for the additional load. fir, Capacities for 24K7 7 Y, wT =241 plf wL =137 plf F, j Loads (pY `' e, L Additional Load= 55# wEQ =2P /L= 2x55/41 =3p1f Joist Self Weight =l0plf DL= 15psfx5ft =75 plf +3plf +10plf =88plf LL= 25psfx5ft= 125plf <137plf ` " q cf TL =88 +125= 213plf <241 plf F Refer to Revised Drawings. Sheet S3.0 (Roof Framing Plan). 3) Mechanical Comments: "Ductwork supports" Please find enclosed the Supplemental Structural Calculations. (Pages 1 through 5). Refer to Revised Drawings. Sheet S3.0 (Roof Framing Plan) and, details H/S0.2 - J /S0.2 — K/S0.2 A 1328 DECOTO RoAD, SUITE #120, UNION Cm', CALIFORNIA 94587 PH: 510.487.9192 Fax: 510.429.7951 A y . • + I All the information on the structural drawings addressing the comments are labeled with a delta 2 and clouded for your convenience. If you have any questions in this regard, please feel free to give us a call. Sincerely, Julio Silva Sierra Engineering Group Mike Cocharo From: Mike Cocharo Sent: Thursday, April 07, 2005 8:02 AM To: 'Allen Evans' Subject: RE: CPK at Bridgeport Allen, I need your calc's showing a list of all fixtures with FU values per table 6 -6 of the 2000 edition of the Oregon plumbing specialty code. Table 6 -4 flushometer fu are for single application only. Original Message From: Allen Evans Jmailto:Allen.Evans hendersonengineers.coml Sent: Thursday, March 31, 2005 9:38 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport « File: CPK Tualatin.pdf » Mike, Here is the updated calculation with the proper pressure. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans a(� hendersonengineers.com <mailto: Allen. Evans Licensed in the State of California Original Message From: Mike Cocharo Jmailto :M000HARO Sent: Wednesday, March 30, 2005 2:04 PM To: Allen Evans Subject: RE: CPK at Bridgeport Allen it has already been boosted, it was 50 psi. 60 is the design pressure. Original Message From: Allen Evans Jmailto: Allen. Evans Sent: Wednesday, March 30, 2005 8:58 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport Mike, We were told that the city water pressure was being boosted, is this not correct? Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 OFFICE Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans <mailto:Allen. Evans Licensed in the State of California Original Message From: Mike Cocharo Jmailto :MCOCHARO Sent: Wednesday, March 30, 2005 10:51 AM To: Allen Evans Subject: RE: CPK at Bridgeport Allen, the design water pressure is 60 psi not 75. Please revise your calc's Original Message From: Allen Evans Jmailto: AIIen. Evans Sent: Tuesday, March 29, 2005 7:37 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport « File: CPK TUALATIN.pdf » The landlord is providing a new connection for CPK and we are installing the backflow preventer above an existing backflow in the water service entry room. We are calling the water service as existing since it is being provided by the landlord. I have attached our water calculation form. Let me know if you have any questions. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans <mailto: AIIen. Evans Licensed in the State of California Original Message From: Mike Cocharo Jmailto :MCOCHARO Sent: Tuesday, March 22, 2005 10:11 AM To: Allen Evans Subject: RE: CPK at Bridgeport Allen, I'm doing the plan review and the plans show connecting to the existing 2" water service. I thought per this e-mail we would bring a new water service into the bldg.for this project and the existing would be for the other tenants. I also need your calc's on the water system for calif. pizza to complete my review. Original Message From: Allen Evans Jmailto: AIIen. Evans Sent: Monday, January 31, 2005 7:46 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport We have to add another backflow for the CPK water service. They current water supply was not large enough. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen.Evans a(� hendersonengineers.com <mailto: Allen. Evans (a� hendersonengineers.corn> Licensed in the State of California Original Message From: MIKE COCHARO Jmailto :M000HARO(cilci.tualatin.or.usl Sent: Monday, January 31, 2005 9:08 AM To: Allen Evans Subject: RE: CPK at Bridgeport Reduced pressure backflow device, it should be covered under the shell permit. "Allen Evans" < AIIen. Evans / hendersonengineers.com> 01/29/05 09:43AM Mike, Do you know what type of backflow preventer is required for the water entry? Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 AIIen .Evans <mailto:Allen.Evans a(�,hendersonengineers.com> Licensed in the State of California Original Message From: MIKE COCHARO Jmailto :M000HARO(a,ci.tualatin.or.usl 1111111111110. Sent: Wednesday, January 19, 2005 5:33 PM To: Allen Evans Subject: RE: CPK at Bridgeport I will take a look at your drawing by the end of the week. I told the plumber that the waste lines were to shallow for a food service bldg. Both sanitary lines could have been installed deeper,SUB GRADE CONCRETE PAD WAS NOT THE ISSUE they could have been 12" deeper without a problem. "Allen Evans" <Allen.Evanshendersonenqineers.com> 01/19/05 02:29PM Mike, I have attached a layout for the sanitary and grease waste system. I would appreciate it if you could review this and make comments. I have shaded walls that are full height in the front cooking area. Because of the limited number of full height walls, it is very difficult to vent the floor drains and floor sinks. Another problem that we are facing is the invert elevation of the grease waste and sanitary lines that have been installed by the landlord. The are not very deep due to the sub -level concrete slab for the soil conditions. We will be running 4" pipes almost everywhere to keep the system as shallow as possible. This drawing is preliminary due to the fact that I would like to have your approval for the two waste systems before I put all of the sizing and vent piping on it. I appreciate your time. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans <mailto: Allen. Evans (cc� hendersonengineers.com> Licensed in the State of California This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administrator kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. Mike Cocharo From: Allen Evans [Allen .Evans ©hendersonengineers.com] Sent: Wednesday, March 30, 2005 12:12 PM To: Mike Cocharo Subject: RE: CPK at Bridgeport Thanks, I will redo the calculation and send it again. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans(a�hendersonengineers.com <mailto:Allen. Evans(a�hendersonengineers.com> Licensed in the State of California Original Message From: Mike Cocharo jmailto:M000HARO ci.tualatin.or.usl Sent: Wednesday, March 30, 2005 2:04 PM To: Allen Evans Subject: RE: CPK at Bridgeport Allen it has already been boosted, it was 50 psi. 60 is the design pressure. Original Message From: Allen Evans Jmailto: Allen. Evans(a.hendersonengineers.coml Sent: Wednesday, March 30, 2005 8:58 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport Mike, We were told that the city water pressure was being boosted, is this not correct? Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans(a�hendersonengineers.com <mailto: Allen. Evansta�hendersonengineers.com> Licensed in the State of California Original Message From: Mike Cocharo jmailto :MCOCHAROAci.tualatin.or.usl Sent: Wednesday, March 30, 2005 10:51 AM To Allen Evans OPACE COPY I Subject: RE: CPK at Bridgeport Allen, the design water pressure is 60 psi not 75. Please revise your calc's Original Message From: Allen Evans Jmailto: Allen. Evans(a�hendersonengineers.coml Sent: Tuesday, March 29, 2005 7:37 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport « File: CPK TUALATIN.pdf » The landlord is providing a new connection for CPK and we are installing the backflow preventer above an existing backflow in the water service entry room. We are calling the water service as existing since it is being provided by the landlord. I have attached our water calculation form. Let me know if you have any questions. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans(a�hendersonengineers.com <mailto: Allen. Evans(a�hendersonengineers.com> Licensed in the State of California Original Message From: Mike Cocharo Jmailto :M000HARO(a�ci.tualatin.or.usl Sent: Tuesday, March 22, 2005 10:11 AM To: Allen Evans Subject: RE: CPK at Bridgeport Allen, I'm doing the plan review and the plans show connecting to the existing 2" water service. I thought per this e -mail we would bring a new water service into the bldg.for this project and the existing would be for the other tenants. I also need your calc's on the water system for calif. pizza to complete my review. Original Message From: Allen Evans Jmailto: Allen. Evans(c�hendersonengineers.coml Sent: Monday, January 31, 2005 7:46 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport We have to add another backflow for the CPK water service. They current water supply was not large enough. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 OFFICE COPY Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans a(� hendersonengineers.com < mailto: Allen. Evans Licensed in the State of California Original Message From: MIKE COCHARO Jmailto :M000HARO Sent: Monday, January 31, 2005 9:08 AM To: Allen Evans Subject: RE: CPK at Bridgeport Reduced pressure backflow device, it should be covered under the shell permit. "Allen Evans" <Allen.Evans a(� hendersonengineers.com> 01/29/05 09:43AM Mike, Do you know what type of backflow preventer is required for the water entry? Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans <mailto: AIIen. Evans (a� hendersonengineers.corn> Licensed in the State of California Original Message From: MIKE COCHARO Jmailto :MCOCHARO(aci.tualatin.or.usl Sent: Wednesday, January 19, 2005 5:33 PM To: Allen Evans Subject: RE: CPK at Bridgeport I will take a look at your drawing by the end of the week. I told the plumber that the waste lines were to shallow for a food service bldg. Both sanitary lines could have been installed deeper,SUB GRADE CONCRETE PAD WAS NOT THE ISSUE they could have been 12" deeper without a problem. "Allen Evans" <Allen.Evans hendersonengineers.corn> 01/19/05 02:29PM Mike, I have attached a layout for the sanitary and grease waste system. I would appreciate it if you could review this and make comments. I have shaded walls that are full height in the front cooking area. Because of the limited number of full height walls, it is very difficult to vent the floor drains and floor sinks. OF10E COPY Another problem that we are facing is the invert elevation of the grease waste and sanitary lines that have been installed by the landlord. The are not very deep due to the sub -level concrete slab for the soil conditions. We will be running 4" pipes almost everywhere to keep the system as shallow as possible. This drawing is preliminary due to the fact that I would like to have your approval for the two waste systems before I put all of the sizing and vent piping on it. I appreciate your time. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen.Evans an hendersonengineers.com <mailto:Allen. Evans Licensed in the State of California This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administrator @hei - kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administrator kc.com. • 'Mike Cocharo From: Mike Cocharo Sent: Tuesday, March 22, 2005 8:11 AM To: 'Allen Evans' Subject: RE: CPK at Bridgeport Allen, I'm doing the plan review and the plans show connecting to the existing 2" water service. I thought per this e-mail we would bring a new water service into the bldg.for this project and the existing would be for the other tenants. I also need your calc's on the water system for calif. pizza to complete my review. Original Message From: Allen Evans [mailto:Allen .Evans @hendersonengineers.com] Sent: Monday, January 31, 2005 7:46 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport We have to add another backflow for the CPK water service. They current water supply was not large enough. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen .Evans @hendersonengineers.com <mailto:Allen .Evans @hendersonengineers.com> Licensed in the State of California Original Message From: MIKE COCHARO [ mailto :MCOCHARO @ci.tualatin.or.us] Sent: Monday, January 31, 2005 9:08 AM To: Allen Evans Subject: RE: CPK at Bridgeport Reduced pressure backflow device, it should be covered under the shell permit. »> "Allen Evans" <Allen .Evans @hendersonengineers.com> 01/29/05 09:43AM >» Mike, Do you know what type of backflow preventer is required for the water entry? Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen .Evans @hendersonengineers.com OFFICE <mailto:Allen. Evans @hendersonengineers.com> Licensed in the State of California 1 Original Message 'rom:'MIKE COCHARO [mailto:MCOCHARO @ci.tualatin.or.us] Sent: Wednesday, January 19, 2005 5:33 PM To: Allen Evans Subject: RE: CPK at Bridgeport I will take a look at your drawing by the end of the week. I told the plumber that the waste lines were to shallow for a food service bldg. Both sanitary lines could have been installed deeper, SUB GRADE CONCRETE PAD WAS NOT THE ISSUE they could have been 12" deeper without a problem. »> "Allen Evans" < Allen .Evans @hendersonengineers.com> 01/19/05 02:29PM >» Mike, I have attached a layout for the sanitary and grease waste system. I would appreciate it if you could review this and make comments. I have shaded walls that are full height in the front cooking area. Because of the limited number of full height walls, it is very difficult to vent the floor drains and floor sinks. Another problem that we are facing is the invert elevation of the grease waste and sanitary lines that have been installed by the landlord. The are not very deep due to the sub -level concrete slab for the soil conditions. We will be running 4" pipes almost everywhere to keep the system as shallow as possible. This drawing is preliminary due to the fact that I would like to have your approval for the two waste systems before I put all of the sizing and vent piping on it. I appreciate your time. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen .Evans @hendersonengineers.com <mailto:Allen .Evans @hendersonengineers.com> Licensed in the State of California This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administrator @hei- kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be 2 ' advided that you have received this email in error, •and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administrator @hei- kc.com. 3 • Mike Cocharo From: Allen Evans [Allen .Evans @hendersonengineers.com] Sent: Monday, January 31, 2005 7:46 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport We have to add another backflow for the CPK water service. They current water supply was not large enough. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen .Evans @hendersonengineers.com <mailto:Allen .Evans @hendersonengineers.com> Licensed in the State of California Original Message From: MIKE COCHARO [ mailto :MCOCHARO @ci.tualatin.or.us] Sent: Monday, January 31, 2005 9:08 AM To: Allen Evans Subject: RE: CPK at Bridgeport Reduced pressure backflow device, it should be covered under the shell permit. »> "Allen Evans" <Allen .Evans @hendersonengineers.com> 01/29/05 09:43AM >» Mike, Do you know what type of backflow preventer is required for the water entry? Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen .Evans @hendersonengineers.com <mailto:Allen .Evans @hendersonengineers.com> Licensed in the State of California Original Message From: MIKE COCHARO [mailto:MCOCHARO @ci.tualatin.or.us] Sent: Wednesday, January 19, 2005 5:33 PM To: Allen Evans Subject: RE: CPK at Bridgeport I will take a look at your drawing by the end of the week. I told the plumber that the waste lines were to shallow for a food service bldg. Both sanitary lines could have been installed deeper,SUB GRADE CONCRETE PAD WAS NOT THE ISSUE they could have been 12" deeper without a problem. »> "Allen Evans" < Allen .Evans@hendersonengineers.com> 01/19/05 1 02:29PM Mike, I have attached a layout for the sanitary and grease waste system. I would appreciate it if you could review this and make comments. I have shaded walls that are full height in the front cooking area. Because of the limited number of full height walls, it is very difficult to vent the floor drains and floor sinks. Another problem that we are facing is the invert elevation of the grease waste and sanitary lines that have been installed by the landlord. The are not very deep due to the sub -level concrete slab for the soil conditions. We will be running 4" pipes almost everywhere to keep the system as shallow as possible. This drawing is preliminary due to the fact that I would like to have your approval for the two waste systems before I put all of the sizing and vent piping on it. I appreciate your time. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen .Evans @hendersonengineers.com <mailto:Allen .Evans @hendersonengineers.com> Licensed in the State of California This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administrator @hei- kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administrator @hei- kc.com. 2 PROJECT: CPK Tualatin LOCATION: Tualatin, OR CLIENT: CPK JOB NUMBER: 045.000.0987 H E N D E R S O N ENGINEERS DATE: March 28, 2005 4405 �f, INCORPORATED � 11125 UNE%A DIWit SUM 400 LENEXA. K166214 CALCULATED BY: Allen Evans r 1 , 3 ?97-533Or /13 .5400 1. START -UP INFORMATION Elevation of Flow Test: 0 Feet City Static: 60 PSI Service Line Material': CU City Residual: 0 PSI Service Line Size': 1.985 Inch City Flow: 0 GPM Service Line Length: 50 Feet Total System FU's: 126 FU Meter Loss: 3.0 PSI Total System Flow: 75 GPM Backflow Loss 10.0 PSI Elevation of Lowest Floor of Building: 0 FT Water Filter Loss: 0.0 PSI Elevation of Most Remove Flush Valve: 5 FT Softener Loss: 10.0 PSI Minimum Pressure Required at Other Losses: 0.0 PSI Most Remote Fixture 25 PSI Developed Length to Most Remote Fixture: 250 FT co 2. PRESSURE AT FINISH FLOOR A. Hazen - Williams C.nstant : , 135 Copper: 1 '•5 Ductile Iron. 1 • W B. Tap and Service Lin: .sses: 3.6 PSI C. Velocity in Service M. : 7.8 FPS D. Elevation Change: 0.00 PSI E. Safety Factor: 0.00 - SI ti F. Flowing Pressure: 3 35 PSI or PRV set point less falloff 3. SYSTEM REQUIREMENTS A. Elevation Change to Most Remote Flush Valve: 2.16 PSI B. Minimum Pressure Required at Most Remote Fixture: 27.16 PSI O C. Available Pressure for Friction Loss: 6.19 PSI (If Negative, Provide Booster Pump): D. Tolerable Friction Pressure Loss: 2.47 PSI / 100' (Refer to pressure charts) 4. NOTES 1 COPPER TUBE SIZES CEMENT LINED DUCTILE IRON 3/4" 0.785 3" 3.1 1" 1.025 4" 4.05 1 -1/4" 1.265 6" 6.15 1 -1/2" 1.505 2" 1.985 Use Type "K" soft annealed copper for 2" and smaller Use cement lined ductile iron for 3" and larger REMEMBER: DO NOT USE COPPER FOR 2 -1/2" AND LARGER FOR WATER SERVICE LINES! Use pressure drop data from the backflow preventer manufacturer's pressure drop charts for the size and type of valve actually used. 3' Use: 15 PSI for Flush Tank Water Closets OFFICE COP Y 25 PSI for Flush Valve Water Closets 45 PSI for Premium Shower Heads 25 PSI for Economy Shower Heads PROJECT: CPK Tualatin LOCATION: Tualatin, OR CLIENT: CPK JOB NUMBER: 045.000.0987 H E N D E R S O N ENGINEERS DATE: March 28, 2005 INCORPORATED 8325 IENEXA DRIVE. SUITE 400 IENEXA. KT 66214 s . CALCULATED BY: Allen Evans E91 ^075:00F /11 WO 1. START - UP INFORMATION Elevation of Flow Test: 0 Feet City Static: 75 PSI Service Line Material': CU City Residual: 0 PSI Service Line Size': 1.985 Inch City Flow: 0 GPM P.it Service Line Length: 50 Feet Total System FU's: 126 FU Meter Loss: 3.0 PSI Total System Flow: 0 GPM Backflow Loss 10.0 PSI Elevation of Lowest Floor of Building: 0 FT Water Filter Loss: 0.0 PSI Elevation of Most Remove Flush Valve: 5 FT Softener Loss: 10.0 PSI Minimum Pressure Required at Other Losses: 0.0 PSI Most Remote Fixture 25 PSI Developed Length to Most Remote Fixture: 250 FT 2. PRESSURE AT FINISH FLOOR A. Hazen - Williams Constant : 135 --I 1 Copper: 135 Q Ductile Iron: 125 W Tap and Service Line.Losses: 0.00 PSI U C. Velocity in rvice Main: 0.0 FPS CZ D. levation C nge: 0.00 PSI W E. fety Facto \2.00 0.00 PSI co Ct ti F. low > kig Press e: PSI or PRV set point less falloff cI 3. SYST REQUIREMENT ti W A. Elevation Change to Most Remote Flush Valve: 2.16 PSI Lu B. Minimum Pressure Required at Most Remote Fixture: 27.16 PSI O C. A ailable Pressure for Friction Loss: 14.84 PSI (I Negative, Provide Booster Pump): D. T lerable Friction Pressure Loss: 5.93 PSI / 100' ( efer to pressure 6014) 4. NOTES 1. COPPER TUBE SIZES CEMENT LINED DUCTILE IRON 3/4" 0.785 3" 3.1 1" 1.025 4" 4.05 1 -1/4" 1.265 6" 6.15 1 -1/2" 1.505 2" 1.985 Use Type "K" soft annealed copper for 2" and smaller Use cement lined ductile iron for 3" and larger REMEMBER: DO NOT USE COPPER FOR 2 -1/2" AND LARGER FOR WATER SERVICE LINES! 2 Use pressure drop data from the backflow preventer manufacturer's pressure drop charts for the size and type of valve actually used. ry ' Use: 15 PSI for Flush Tank Water Closets FF C E C U 25 PSI for Flush Valve Water Closets 45 PSI for Premium Shower Heads 25 PSI for Economy Shower Heads Mike Cocharo From: Allen Evans [Allen .Evans ©hendersonengineers.com] Sent: Tuesday, March 29, 2005 7:37 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport PDF A'deba CPK TUALATIN.pdf The landlord is providing a new connection for CPK and we are installing the backflow preventer above an existing backflow in the water service entry room. We are calling the water service as existing since it is being provided by the landlord. I have attached our water calculation form. Let me know if you have any questions. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 AIIen .Evans <mailto:Allen. Evans Licensed in the State of California Original Message From: Mike Cocharo Jmailto :M000HARO Sent: Tuesday, March 22, 2005 10:11 AM To: Allen Evans Subject: RE: CPK at Bridgeport Allen, I'm doing the plan review and the plans show connecting to the existing 2" water service. I thought per this e -mail we would bring a new water service into the bldg.for this project and the existing would be for the other tenants. I also need your calc's on the water system for calif. pizza to complete my review. Original Message From: Allen Evans Jmailto: AIIen .EvansAhendersonengineers.coml Sent: Monday, January 31, 2005 7:46 AM To: Mike Cocharo Subject: RE: CPK at Bridgeport We have to add another backflow for the CPK water service. They current water supply was not large enough. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 OFFICE COPY r - Allen. Evans <mailto:Allen. Evans Licensed in the State of California Original Message From: MIKE COCHARO Jmailto: MCOCHARO Sent: Monday, January 31, 2005 9:08 AM To: Allen Evans Subject: RE: CPK at Bridgeport Reduced pressure backflow device, it should be covered under the shell permit. "Allen Evans" <Allen.Evanshendersonenqineers.com> 01/29/05 09:43AM Mike, Do you know what type of backflow preventer is required for the water entry? Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans <mailto: AIIen. Evans Licensed in the State of California Original Message From: MIKE COCHARO Jmailto :MCOCHARO Sent: Wednesday, January 19, 2005 5:33 PM To: Allen Evans Subject: RE: CPK at Bridgeport I will take a look at your drawing by the end of the week. I told the plumber that the waste lines were to shallow for a food service bldg. Both sanitary lines could have been installed deeper,SUB GRADE CONCRETE PAD WAS NOT THE ISSUE they could have been 12" deeper without a problem. "Allen Evans" <Allen.Evanshendersonenqineers.com> 01/19/05 02:29PM Mike, I have attached a layout for the sanitary and grease waste system. I would appreciate it if you could review this and make comments. I have shaded walls that are full height in the front cooking area. Because of the limited number of full height walls, it is very difficult to vent the floor drains and floor sinks. Another problem that we are facing is the invert elevation of the grease waste and sanitary lines that have been installed by the landlord. The are not very deep due to the sub -level concrete O FIC COPY • slab for the soil conditions. We will be running 4" pipes almost everywhere to keep the system as shallow as possible. This drawing is preliminary due to the fact that I would like to have your approval for the two waste systems before I put all of the sizing and vent piping on it. I appreciate your time. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen. Evans <mailto: Allen. Evans Licensed in the State of California This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. This email and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. This communication represents the originator's personal views and opinions, which do not necessarily reflect those of Henderson Engineers, Inc. If you are not the original recipient or the person responsible for delivering the email to the intended recipient, be advised that you have received this email in error, and that any use, dissemination, forwarding, printing, or copying of this email is strictly prohibited. If you received this email in error, please immediately notify administratorhei-kc.com. OVVICE COP o.� �i SIERRA C� ENGINEERING C o G R O U P 1 SUPPLEMENTAL STRUCTURAL CALCULATIONS (Ductwork, Storefront) FOR CALIFORNIA PIZZA KITCHEN AT Bridgeport Village Tualatin, Oregon 1. April, 2005 . 1328 DECOTO ROAD, SUITE #120, UNION CITY, CALIFORNIA 94587 PH: 510.487.9192 FAX: 510.429.7951 A TABLE OF CONTENTS PAGE Ductwork Supports 1 -5 Storefront Wind Design 6 -27 BY DATE -10 S UBJECT CPK SHEET NO. / OF 27 CHKD. BY DATE /)6I) , o- JOB. NO. O ,M Wet ht' = 27,4/,c, Ucf unJ- 1 f 52" - M J 521 s in bike in ?ten 4) MoNsv - 144-.n b e r 'Nil 3x 3x /4 g 'i= 5Z" "04riny //w = 27o 1 0/ / c• ° R= 696# �Qhn anyle7) ij : L3x3x' / @5 4 o •, Vir/l[a-( Ami v ?Pik- Jr,' 1.3,c3x 3) /ember R #,14 Pit 1-rn = be)" p= 696 / sPAN Pn I go- use.. L.a F es � S� E � ED '' •' .) Ga.n n cc 7g4 5 ; �v F ` ,8$ 4n , t Le V =696 $0 (f sl r C4 cr > 6 �6 # ORE GON :> Cc : 8 9 � va s T 21, 19 Q- �S F S∎ 5) im- 5 1./ r .,c Pe,r. /&'o3 J . /6 -58 , ' = 0.133 W49, s O. /33 l 3 - 6/3 36 /o'x 116*4 p: 0 /o7GU?' >7 rrc e /07 W l _ .27,6/f x (1 = 279 ft` = 0- 07x270 g 29# T r ✓i = 4 T ier /nS�e Fp4_ l� � e = / K 6 49 oaf/LC¢QFr !/J Le. /4" f1 ✓ v SNACKa k ' ' ''o %Glt f.( SIERRA ENGINEERING GROUP 2 Sierra Engineering Group Title : Job # Alan Morales Dsgnr: Date: 10:18AM, 6 APR 05 Description : Scope: Use: 510301 Steel Beam Design Page 1 User: 510-0603155, Vtt 5.1.3, 22 -]un -1999, Win32 (01983-99 ENERCALC c: \ec \iulio2.ecw:Calculations Description Duct support (Angle 1) General Information Calculations are designed to RISC 9th Edition ASD and 1997 UBC Requirements I - . Steel Section : TS3X3X1 /4 Fy 36.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 5.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.00 ft - Distributed Loads # 1 #2 #3 #4 #5 #6 #7 DL 0.270 k/ft LL k/ft ST k/ft Start Location ft End Location 5.000 ft I Summary I Beam OK S tatic Load Case Governs Stress Using: TS3X3X1/4 section, Span = 5.00ft, Fy = 36.0ksi • End Fixity = Pinned - Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 0.871 k -ft 4.171 k -ft Max. Deflection -0.043 in fb : Bending Stress 4.963 ksi 23.760 ksi Length /DL Defl 1,402.5 : 1 fb / Fb 0.209:1 Length /(DL +LL Defl) 1,402.5: 1 Shear 0.697 k 10.800 k fir : Shear Stres 0.465 ksi 14.400 ksi fv / Fv 0.032: 1 Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only (a, Center @ Center A Cants A Cants Max. M + 0.87 k -ft 0.87 k -ft Max. M - k -ft Max. M @ Left k -ft Max. M @ Right k -ft Shear @ Left 0.70 k 0.70 k Shear @ Right 0.70 k 0.70 k Center Defl. -0.043 in -0.043 0.000 -0.043 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction © Left 0.70 0.70 0.70 k Reaction @ Rt 0.70 0.70 0.70 k Fa calc'd per 1.5 -1, K`L/r < Cc [Section Properties TS3X3X1 /4 Depth 3.000 in Weight 8.80 #/ft r -xx 1.105 in Width 3.000in I -xx 3.16 in4 r -yy 1.105 in Thickness 0.250 in l -yy 3.16 in4 S -xx 2.107 in3 Area 2.59 in2 S -yy 2.107 in3 3 Sierra Engineering Group Title : Job # ■ Alan Morales Dsgnr: Date: 10:18AM, 6 APR 05 Description : Scope: Rev: 510301 Page D l Beam Design user: KW-060315s, Ver 5.1.3, 22-)un -1999. WIn32 Steel 2 (c) 1983-99 ENE CALC c:lec\iulio2.ecw:Calculations Description Duct support (Angle 1) Sketch & Diagram u ills '.50 . .00 1.50 2.00 2.50 3.00 3.50 4.00 .50 5.00 1;11011111M 1111111 O. ZPNIt# 1il ll�jjj jlll�ljl jjjl�ll�ljjj��llJll�llll 0.27k/ft 1illsIIIIIIIII INI _ iihnI111111111111111111111111111111 IIII hmIIIIIIIIIIIiiiiirI IIIIIIIIIIIIIIIIII I Iii • l: =MIIIIMM IIIIIIIIIIIIIIIIIIIII11i11111111111111111111111I111111IIIIIII11I1111111111II1111111111l11111II1 11111111111 1 1111111111 11111111111111111111111111111111111111111111111 ..28 II IIIIIIIIIIII IIIIIIIII I 0.41 111111111111111111111111 0.55 Shear Load k)� ' Location Along Member ft) SR IMtll� LMIEMPOd Illilliliiiin11JI1111111111i11i' r_ •43 Mmax = 0.9k-ft �� IIII II1111111111111111111111111111111U1IIIIIIIIIIII Illli1111111111111 TT7� 1? Omax = -0.0431 n 111M� .043i EtlIM■11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111IIIIII1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIli1 !i Rmax = 0.697k Rmax = 0.697k E11111 IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111IIIIIIIIIIIIIIIIIIIII iillll111111III11111111IIIIIIIIIII111111IIIIIIIIIIIIIIIIII111111iiiiiiiiIIIIIIIIIIIIIM vmax 0 left = 0.697k vmax rt = 0.697k 311111111111111111111111111111111111111111111111111111111111111111111111111111111111011111111111111111111111111111111111111111111111111111111111111111111111111111111111111=M 111211111IIi lII11III111IIIIIII111I1111IIIII1111111I1IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIV111 IIIIII111I1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII11111IIIIIi=M 021IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII111110IIIIIIIIIIIIIIIIII111111II IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII II1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVIIIIII11111 • • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi111111IIIIlll11111111111 'IIIIIIIII1111IIIIIIIIIII IIl1111I1111111111111111111111111111111111111111I111111111II1I1111111111111111111111111111111111111111111111111 EIIIIIIIVIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi11111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111V11111111111111111111111111111111111111111111111111111111111111111111111 • Moment k-ft Location Abm Member ft la1111li11111i1141X1111B1111i1hlll11111l1il111111111illili111111111iII 1i1111111111111111111i111i111111111111111il 11,11, il11111111111111iIIh1MII1ii11116111111ii11111i3111VuifiV11i11i1 • 111111 I I I I I I I I I I I I I I I I I I I I I I I I I I I V I I 1 1111111 I I I I I I I I I I I I I I N I I I I I I I I I I I I I I 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ' h111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII; IIIIIIIIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIl11IIIIIIIIII111111I11111111I11111111111IIIIIIIIIIIIIIIIII111111111111111V11 IIIIIIIIVIIIIIIIIIIIIIIIIIIEIIIIIIIIIIIIIIIIIIII1111111V11111111I11IVIl 01111111111111111III111111VVIIIIIIIIII11 1IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIVY1111 111•1IIWIII111111III1111111IIIIIIIIIII111111IIIIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIIII 111111VIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIII ..03 11M111111110IIIIII111111IIIIIIIIIIIIiIIIIIIIIIII' IIIIIIIIIIIIIIIIIIIIIIII111IIIIIIIIIIIIIIIIIIIIIIIUIiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIV .II 03 .11.111MMI VIIIIIIIIIIIIIIIIIIIIIIIIIIVIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIVIIVIIIIIIIIIIIIIIIIIIJ 03 I VII I JIIIIIV IWWWVIVVIIIVI !III II i IIIIIIIIII� l �- Local "y" Deflection (in) Location Along Member (R) , 4 Sierra Engineering Group Title : Job # Alan Morales Dsgnr: Date: 10:20AM, 6 APR 05 Description : Scope: Use: W-06 510301 Steel Beam Design Page 1 User: K KW-0603155, Ver 5.1.3, 22 -)un -1999, Win32 (c) 1983 -99 ENERCALC c:\ec \iulio2.ecw:Calculations D escription Duct support (Angle 2) M General Information //<6 G�X Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements i Steel Section : TS3X3X1/4 Fy 36.00ksi Pinned - Pinned Load Duration Factor 1.00 Center Span 5.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together Right Cant 0.00 ft Lu : Unbraced Length 5.00 ft rPoint Loads #1 # 2 #3 #4 #5 #6 # Dead Load 0.696 k Live Load k Short Term k Location 2.500 ft I Summary I Beam OK Static Load Case Governs Stress Using: TS3X3X1 /4 section, Span = 5.00ft, Fy = 36.0ksi End Fixity = Pinned - Pinned, Lu = 5.00ft, LDF = 1.000 Actual Allowable Moment 0.897 k -ft 4.171 k -ft Max. Deflection -0.036 in fb : Bending Stress 5.112 ksi 23.760 ksi Length /DL Defl 1,688.9 : 1 fb ! Fb 0.215:1 Length /(DL +LL Defl) 1,688.9 : 1 Shear 0.370 k 10.800 k fv : Shear Stres 0.247 ksi 14.400 ksi fv /Fv 0.017:1 ! Force & Stress Summary II «- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Maximum Only a Center A Center A Cants 0:! Cants Max. M + 0.90 k -ft 0.90 k -ft Max. M - k -ft Max. M © Left k -ft Max. M @ Right k -ft Shear © Left 0.37 k 0.37 k Shear @ Right 0.37 k 0.37 k Center Defl. -0.036 in -0.036 0.000 -0.036 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction © Left 0.37 0.37 0.37 k Reaction @ Rt 0.37 0.37 0.37 k Fa calc'd per 1.5 -1, K *Ur < Cc [Section Properties TS3X3X1 /4 Depth 3.000 in Weight 8780 #/ft r -xx 1.105 in Width 3.000in 1 -xx 3.16 in4 r -yy 1.105 in Thickness 0.250 in l -yy 3.16 in4 S -xx 2.107 in3 Area 2.59 in2 S -yy 2.107 in3 Sierra Engineering Group Title : Job # 5 Alan Morales Dsgnr: Date: 10:20AM, 6 APR 05 Description : Scope: Rev: 530301 User: KW-0603155, Ver 5.1.3, 22- Jun -1999, Win32 Steel Beam Design Page 2 1 (c) 1983 -99 ENERCALC c:1ec \iulio2.ecw:Calculations Description Duct support (Angle 2) ' Sketch & Diagram - — - y .01114,1111111111111141,: to a '1'. I T777111'„ uiuA i .50 3.00 1.50 4.00 _ 4.50 5.00 0.696k ° I■IIIIIII I'1111'IIIIIIIIIIIIIIIIIII1 1111 1iIIIIIIIIIIIIIIIIIIIIII111111111111 1IIIIIIIIIIIIIIIII11111111111 9111 4 i1111111111111111111111111111111111111IIIIIIIII 'III III1111111111'111111111'1111' I 114, IIlillllliIIIIiIIlllll111IIIIIIIIII111111 IIIIII IDIlllll11111111111111111111 IIIIIIIi'' 4 I ' IIIIlllllii I I l�ill'l11' 11111111111 '111111111111111111'1' 1111111111111111 '1111'I11111111111V '1 I Mill 11;MMIIII ∎111111111''1'' 99911111111' 1111111i1111111111IIIIil111i111111111111111111 '11111111119111111111111111'1 1 111191111 - M �111111111i ii 1111111111 IIIi11111IIII111111111111illlll11111111111111111111 1 91191111 i EIIIIIIIMII 11=111111911111111111' IJ1 911111" "III III IIIIIIIIIIIII 'II1IIII1111911'111 "111!1111 I _ Illllq!I ILI!111111 II 1 I19I1111111VII 1111111111" 11111" !'111111111111'1 111111111111 5tt - ' '1 I Ii1l' 1 I!II!id Ill / - -- - � _ _ Mmax = 0.9k-ft � SMV luW k Location Nag Mdnbe�r ?(�R) ;� �� r�K� r r n i�. r 'a;mar Oman - -0.0361n um __- rr 1 j 11�� 1 i 111'1'11111111:r•� ■■� ��o' 1 I 13ww-um- Rrnax = 0.370k Rrnax = 037M 011..1.1111.1P 7_� Vmax @ left ax = 0.370k Vm ° 4 = 0.370k -r 11! 1111MMIIMIIIII E=MIIII/r I 1 111 �O� �r III i1_ t,lauat �-7: - 3. P�JIY -. I' I Mar 1 Aim LOdi11116,11 _ ∎mi11116iul1III VII 0 VIII 1 1 IIu 11 1 ). ' 11 11 ill I19ll 11111111MMII 11=1■ W1111 111If�'111 9'11wr ISIIMMIII∎IIMIllii a b,,11111111 iillifilli11111111•111•1-- Loal y Deflection (in) Location Along Member (ft) BY . - DATE 4/ SUBJECT CaK SHEET NO. OF CHKD. BY DATE 77641/ o42 JOB. NO. c7 (6 - Sja raoNr 7VP xi-et/ono/vs: — 1 - - - -- —T- I 1 09116" - - -- f T '� T Wesr ow/. I I I //3 M3 I I 6' I /14/ ( I !N2 T+ .�'IZ 3 I I /2' 6' 3' 1' — — _ — — — — — — -- — — I -- — -- I j (014 M4- I I I �o' sr ocoy, I � X72 ∎rz ,hz � I 8 i 5' �5' � 8 . A -= 0 e pSt. i 1 i cu( fr) 5P 1N Pei) 4r d ijc ; a://v, /1! +7 5/ Br /z 0-3 3 x3Y6)cX *t MZ 6 70 B' p: 07'' 3 x x /8 Gt /t 3 PS /6 9' ; ;14V 3' a ,7" 3 sIS )r3 3 /6G•4 M4- -' /3i IZ= ffl64 ,' £ 25" 3-s7.5 sc3. .. ( 0 ) g o - -- 15' 4 0 6 t e 3 ' 4• / " (Abev6! d", / + 577DS cE l /%i : l;_ /o.8, ' z =/4,6# ez =/O.6 .z)(5.5---, 386 P3 = /0.8k 25 > i2 = i86 hs` SIERRA ENGINEERING GROUP BY DATE `f SUBJECT CP K SHEET NO. 7 OF CHKD. BY DATE 17644 JOB. NO. 0.Sb /6- 3 �.ritf -c Y?'A13 - $ems /+nn .e ne x = �f86 y 3 .5fG' -(IS 0,1 /86d 47€7‘ .( ac, 7 >? 3 78 `j >y66 hors 3110 sc,ic.rr 106-1- e am,► 75 f D 54e - R MAX = ¢!a K go /I3'= 37q # (MT 7 sA4) ir2 3 Oi%'J K /LT7 X - 1»J/ F A•f. 5 Ay Cmiscetilf = 23# «)c 3. 6 qo # > 375 cffifhrn &WS - !!k : (,3) 4. /yJ"fx / cote sic x-Dnn Ad's - 11 ,4 0$13 g,1 = /4 x 6 / ° / - e r # � SM- Cti /2 ea I hi : 23o x 2 7- 460 > 0 ) 7 A- At DeerJhjj - ace l2) oigd 2%.fr'iB rn cT/ t-p/ R1 SIERRA ENGINEERING GROUP S CFS Versi. Sect= . 5:- 358- 16GA- 16GA.sc Rev. Date: 10/11/2002 Box 3.• 21x1- • - • - Rev. Time: 4:10:57 PM Rev. By: Phone: Fax: u • -4 1) - • Section Inputs Material: A653 SQ Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0.0063688 inA6 Torsion Constant Override, J 2.1739 inA4 Left Channel, Thickness 0.0566 in (6 Gage Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.10800 None 0.000 0.0000 0.5000 2 1.6250 180.000 0.10800 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.10800 Single 0.000 0.0000 1.8125 4 1.6250 0.000 0.10800 Single 0.000 0.0000 0.8125 5 1.0000 - 90.000 0.10800 None 0.000 0.0000 0.5000 Right Channel, Thickness 0.0566 in (16 Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 - 90.000 0.10800 None 0.000 0.0000 0.5000 2 1.6250 0.000 0.10800 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.10800 Single 0.000 0.0000 1.8125 4 1.6250 180.000 0.10800 Single 0.000 0.0000 0.8125 5 1.0000 270.000 0.10800 None 0.000 0.0000 0.5000 Track, Thickness 0.0566 in (16 Ga e) Placement of Part from Ori : X to center of gravity 0 in Y to center of gravity -1.55 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 270.000 0.084900 Single 0.000 0.0000 0.7500 2 3.8231 180.000 0.084900 Single 0.000 0.0000 1.9116 3 1.5000 90.000 0.084900 Single 0.000 0.0000 0.7500 CFS Version 3.5 Section: 358 - 358- 16GA- 16GA.sct Rev. Date: 10/11/2002 Box 3.625x1.625x1 -16 Gage Rev. Time: 4:10:57 PM Rev. By: Phone: Fax: Part 4, Thickness 0.0566 in (16 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 1.55 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 90.000 0.084900 Single 0.000 0.0000 0.7500 2 3.8231 0.000 0.084900 Single 0.000 0.0000 1.9116 3 1.5000 - 90.000 0.084900 Single 0.000 0.0000 0.7500 (0 CFS Versio Sec 4 c car e - : Rev. Date: 10/11/2002 Box 3.625x1.625x0.5- 18 Gage Rev. Time: 4:09:31 PM Rev. By: Phone: Fax: • Section Inputs Material: A653 SQ Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0.005127 in ^6 Torsion Constant Override, J 1.75 in "4 Left Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to right edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.093750 Single 0.000 0.0000 1.8125 4 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 - 90.000 0.093750 None 0.000 0.0000 0.2500 Right Channel, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to left edge 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.5000 - 90.000 0.093750 None 0.000 0.0000 0.2500 2 1.6250 0.000 0.093750 Single 0.000 0.0000 0.8125 3 3.6250 90.000 0.093750 Single 0.000 0.0000 1.8125 4 1.6250 180.000 0.093750 Single 0.000 0.0000 0.8125 5 0.5000 270.000 0.093750 None 0.000 0.0000 0.2500 Track, Thickness 0.0451 in (18 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity -1.55 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 270.000 0.071200 Single 0.000 0.0000 0.7500 2 3.7864 180.000 0.071200 Single 0.000 0.0000 1.8932 3 1.5000 90.000 0.071200 Single 0.000 0.0000 0.7500 1/ CFS Version 3.5 Section: 358 - 358- 18GA- 18GA.sct Rev. Date: 10/11/2002 Box 3.625x1.625x0.5 -18 Gage Rev. Time: 4:09:31 PM Rev. By: Phone: Fax: Part 4, Thickness 0.0451 in - 48922t . , Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 1.55 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.5000 90.000 0.071200 Single 0.000 0.0000 0.7500 2 3.7864 0.000 0.071200 Single 0.000 0.0000 1.8932 3 1.5000 - 90.000 0.071200 Single 0.000 0.0000 0.7500 �z CFS Version 3.5 Analysis: M1.anl Rev. Date: 4/4/2005 Store Front Beam Ml, Rev. Time: 4:22:36 PM Rev. By: Phone: Fax: Analysis Inputs Members Section File Revision Date and Time 1 358 - 358- 16GA- 16GA 10/11/2002 4:10:57 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 12.000 Top 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 X Y T 0.000 1.500 1.0000 2 XYT 12.000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.000 12.000 -0.08 -0.08 k/ft Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.000 13.000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 CFS Version 3.5 Analysis: M1.anl Rev. Date: 4/4/2005 Store Front Beam M1 Rev. Time: 4:22:36 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 6.000 ft: Lx 12.000 ft Ly 12.000 ft Lt 12.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 358 - 358- 16GA- 16GA.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 18.745 0.000 0.000 0.000 Applied 0.000 18.745 0.000 0.000 0.000 Strength 18.059 35.626 8.985 26.095 9.162 Effective section properties at applied loads: Ae 1.7011 in ^ 2 Ixe 3.8199 inA4 Iye 2.9492 inA4 Sxe(t) 2.0041 inA3 Sye(1) 1.5428 inA3 Sxe(b) 2.0041 in Sye(r) 1.5428 inA3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.526 + 0.000 = 0.526 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.526 + 0.000 = 0.526 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.277 + 0.000 = 0.277 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification- Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 0.000 ft: Total Load: 0.52070 k on bottom flange Total Moment: 6.6270e -07 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 12.000 ft Section: 358 - 358- 16GA- 16GA.sct Applied Load: 0.5207 k on bottom flange Applied Moment: 0.000 k -in Distance from edge of bearing to end of member: - 0.062500 ft Part Element Equation Pa (k) Pay (k) Track 1 AISI Eq. C3.4.1 -1 0.6410 0.6410 Track 3 AISI Eq. C3.4.1 -1 0.6410 0.6410 Web Crippling Strength 1.2821 Web Crippling Check: 0.5207 k <= 1.2821 k Moment Check: 0.000 k -in <= 35.626 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.487 + 0.000 = 0.487 <= 1.5 CFS Version 3.5 Analysis: M1.anl Rev. Date: 4/4/2005 Store Front Beam M1 Rev. Time: 4:22:36 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) 0.5207 0.5207 0.5207 Shear (k) -0.5207 18.745 Moment (k -in) Deflection (in) -0.35931 t5 ` CFS Version 3.5 Analysis: M2.anl Rev. Date: 4/4/2005 Store Front Beam Ant Rev. Time: 4:28:18 PM Rev. By: Phone: Fax: Analysis Inputs Members Section File Revision Date and Time 1 358 - 358- 18GA- 18GA.sct 10/11/2002 4:09:31 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 8.0000 Top 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.0000 1.500 1.0000 2 XYT 8.0000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 8.0000 -0.07 -0.07 k/ft Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.0000 13.0000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 CFS Version 3.5 Analysis: M2.anl Rev. Date: 4/4/2005 Store Front Boam r'12 Rev. Time: 4:28:18 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 4.0000 ft: Lx 8.0000 ft Ly 8.0000 ft Lt 8.0000 ft • Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 358 - 358- 18GA- 18GA.sct Cbx 1.1364 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: Top Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 7.135 0.000 0.000 0.000 Applied 0.000 7.135 0.000 0.000 0.000 Strength 14.044 26.106 6.493 19.156 6.250 Effective section properties at applied loads: Ae 1.27278 in ^2 Ixe 2.9709 inA4 Iye 2.3538 inA4 Sxe(t) 1.5615 inA3 Sye(1) 1.2433 inA3 Sxe(b) 1.5615 in Sye(r) 1.2433 inA3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.273 + 0.000 = 0.273 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.273 + 0.000 = 0.273 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.075 + 0.000 = 0.075 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification- Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 0.0000 ft: Total Load: 0.29731 k on bottom flange Total Moment:- 1.6856e -07 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 8.0000 ft Section: 358 - 358- 18GA- 18GA.sct Applied Load: 0.29731 k on bottom flange Applied Moment: 0.000 k -in Distance from edge of bearing to end of member: - 0.062500 ft Part Element Equation Pa (k) Pay (k) Track 1 AISI Eq. C3.4.1 -1 0.41782 0.41782 Track 3 AISI Eq. C3.4.1 -1 0.41782 0.41782 Web Crippling Strength 0.83565 Web Crippling Check: 0.29731 k <= 0.83565 k Moment Check: 0.000 k -in <= 26.106 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.427 + 0.000 = 0.427 <= 1.5 CFS Version 3.5 /7 Analysis: M2.anl Rev. Date: 4/4/2005 Store Front Beam t Rev. Time: 4:28:18 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) 0.29731 0.29731 0.29731 Shear (k) -0.29731 7.1354 Moment (k -in) Deflection (in) - 0.07816 CFS Version 3.5 Analysis: M3.anl Rev. Date: 4/4/2005 Store Front Column M3 Rev. Time: 4:32:45 PM Rev. By: Phone: Fax: li 4 v Analysis Inputs Members Section File Revision Date and Time 1 358 - 358- 18GA- 18GA.sct 10/11/2002 4:09:31 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.0000 9.0000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.0000 1.500 1.0000 2 XYT 9.0000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 90.000 0.0000 9.0000 -0.02 -0.02 k/ft 2 Concentrated 90.000 2.9583 NA - 0.1460 NA k Bearing Length 1.000 in Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.0000 13.0000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 CFS Version 3.5 /9 Analysis: M3.anl Rev. Date: 4/4/2005 Store Front Column M3 Rev. Time: 4:32:45 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification- Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 3.0309 ft: Lx 9.0000 ft Ly 9.0000 ft Lt 9.0000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 358 - 358- 18GA- 18GA.sct Cbx 1.2360 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 5.691 0.000 0.000 0.000 Applied 0.000 5.691 0.000 0.000 0.000 Strength 13.382 26.106 6.493 19.156 6.250 Effective section properties at applied loads: Ae 1.27278 in Ixe 2.9709 in Iye 2.3538 inA4 Sxe(t) 1.5615 in ^3 Sye(1) 1.2433 in ^ 3 Sxe(b) 1.5615 in ^3 Sye(r) 1.2433 in ^ 3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.218 + 0.000 = 0.218 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.218 + 0.000 = 0.218 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.048 + 0.000 = 0.048 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification- Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 3.0000 ft: Total Load: 0.14600 k on top flange Total Moment: 5.6811 k -in Bearing: 1.0000 in Distance from edge of bearing to edge of opposite load: 2.8958 ft Section: 358 - 358- 18GA- 18GA.sct Applied Load: 0.1460 k on top flange Applied Moment: 5.681 k -in Distance from edge of bearing to end of member: 2.9583 ft Part Element Equation Pa (k) Pay (k) Part 4 1 AISI Eq. C3.4.1 -4 0.6318 0.6318 Part 4 3 AISI Eq. C3.4.1 -4 0.6318 0.6318 Web Crippling Strength 1.2635 Web Crippling Check: 0.1460 k <= 1.2635 k Moment Check: 5.681 k -in <= 26.106 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.139 + 0.218 = 0.356 <= 1.5 CFS Version 3.5 Analysis: M3.anl Rev. Date: 4/4/2005 Store Front Column M3 Rev. Time: 4:32:45 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) 0.14014 0.18881 0.18881 Shear (k) -0 14014 5.6913 Moment (k -in) Deflection (in) -0.071672 • CFS Version 3.5 Zl Analysis: M4.anl Rev. Date: 4/4/2005 Store Front Column M4 Rev. Time: 4:36:38 PM Rev. By: Phone: Fax: Analysis Inputs Members Section File Revision Date and Time 1 358 - 358- 18GA- 18GA.sct 10/11/2002 4:09:31 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 13.000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.000 1.500 1.0000 2 XYT 13.000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Concentrated 90.000 2.938 NA - 0.2573 NA k Bearing Length 1.500 in Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.000 13.000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 • • CFS Version 3.5 Analysis: M4.anl Rev. Date: 4/4/2005 Store Front Column M4 Rev. Time: 4:36:38 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification- Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 3.039 ft: Lx 13.000 ft Ly 13.000 ft Lt 13.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: 358- 358- 18GA- 18GA.sct Cbx 1.3300 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.000 11.423 0.000 0.000 0.000 Applied 0.000 11.423 0.000 0.000 0.000 Strength 10.416 26.106 6.493 19.156 6.250 Effective section properties at applied loads: Ae 1.26541 in ^ 2 Ixe 2.9694 in ^ 4 Iye 2.3280 in /4 Sxe(t) 1.5586 in ^3 Sye(1) 1.2297 in ^3 Sxe(b) 1.5628 in ^3 Sye(r) 1.2297 in ^ 3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.438 + 0.000 = 0.438 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.438 + 0.000 = 0.438 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.191 + 0.000 = 0.191 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Web Crippling Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 3.0000 ft: Total Load: 0.38600 k on top flange Total Moment: 11.396 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 2.8750 ft Section: 358 - 358- 18GA- 18GA.sct Applied Load: 0.3860 k on top flange Applied Moment: 11.396 k -in Distance from edge of bearing to end of member: 2.9375 ft Part Element Equation Pa (k) Pay (k) Part 4 1 AISI Eq. C3.4.1 -4 0.6742 0.6742 Part 4 3 AISI Eq. C3.4.1 -4 0.6742 0.6742 Web Crippling Strength 1.3484 Web Crippling Check: 0.3860 k <= 1.3484 k Moment Check: 11.396 k -in <= 26.106 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.344 + 0.437 = 0.780 <= 1.5 ' CFS Version 3.5 Analysis: M4.anl Rev. Date: 4/4/2005 Store Front Column M4 Rev. Time: 4:36:38 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) T 0.11721 0.32505 0.32505 Shear (k) j -0 .111721 11.423 Moment (k -in) Deflection (in) -0.25924 • • CFS Version 3.5 Section: Double 6x14GA.sct Rev. Date: 4/4/2005 Channel 6x1.625x1 -14 Gage Rev. Time: 5:08:05 PM Rev. By. Phone: Fax: I I J. Section Inputs Material: A653 SQ Grade 33 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 33 ksi Tensile Strength, Fu 45 ksi Warping Constant Override, Cw 0 inA6 Torsion Constant Override, J 0 inA4 Stiffened Channel, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 1.625 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 - 90.000 0.13600 None 0.000 0.0000 0.5000 2 1.6250 180.000 0.13600 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.13600 Single 0.000 0.0000 3.0000 4 1.6250 0.000 0.13600 Single 0.000 0.0000 0.8125 5 1.0000 - 90.000 0.13600 None 0.000 0.0000 0.5000 Part 2, Thickness 0.0713 in (14 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 1.0000 270.000 0.13600 None 0.000 0.0000 0.5000 2 1.6250 180.000 0.13600 Single 0.000 0.0000 0.8125 3 6.0000 90.000 0.13600 Single 0.000 0.0000 3.0000 4 1.6250 0.000 0.13600 Single 0.000 0.0000 0.8125 5 1.0000 - 90.000 0.13600 None 0.000 0.0000 0.5000 e � CFS Version 3.5 Analysis: M5.anl Rev. Date: 4/4/2005 Store Front Column M5 Rev. Time: 5:09:55 PM Rev. By: Phone: Fax: Analysis Inputs Members Section File Revision Date and Time 1 Double 6x14GA.sct 4/4/2005 5:08:05 PM Start Loc. End Loc. Braced R ex ey (ft) (ft) Flange (in) (in) 1 0.000 15.000 None 0.0000 0.0000 0.0000 Supports Type Location Brg Length K (ft) (in) 1 XYT 0.000 1.500 1.0000 2 XYT 15.000 1.500 1.0000 Loading: Wind Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Concentrated 90.000 2.938 NA - 0.3240 NA k Bearing Length 1.500 in Loading: Earthquake Load Type Angle Start Loc. End Loc. Start End (deg) (ft) (ft) Magnitude Magnitude 1 Distributed 0.000 0.000 13.000 -0.10 -0.10 k/ft Load Combination: ASD 1: D Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 Load Combination: ASD 2: DL +WL Loading Factor 1 Beam Self Weight 1.0000 2 Dead Load 1.0000 3 Wind Load 1.0000 CFS Version 3.5 Analysis: M5.anl Rev. Date: 4/4/2005 Store Front Column M5 Rev. Time: 5:09:55 PM Rev. By: Phone: Fax: Member Check - 1996 AISI Specification- Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Design Parameters at 3.043 ft: Lx 15.000 ft Ly 15.000 ft Lt 15.000 ft Kx 1.0000 Ky 1.0000 Kt 1.0000 Section: Double 6x14GA.sct Cbx 1.3454 Cby 1.0000 ex 0.0000 in Cmx 1.0000 Cmy 1.0000 ey 0.0000 in Braced Flange: None Moment Reduction, R: 0.0000 Loads: P Mx Vy My Vx (k) (k -in) (k) (k -in) (k) Total 0.0000 15.067 0.0000 0.000 0.0000 Applied 0.0000 15.067 0.0000 0.000 0.0000 Strength 4.6279 26.927 8.8841 10.898 4.5567 Effective section properties at applied loads: Ae 1.5216 in ^2 Ixe 7.7114 in ^4 Iye 1.6144 in ^ 4 Sxe(t) 2.5705 in ^3 Sye(1) 1.2104 in ^3 Sxe(b) 2.5705 in ^3 Sye(r) 0.8425 in ^ 3 Interaction Equations AISI Eq. C5.2.1 -1 (P, Mx, My) 0.000 + 0.560 + 0.000 = 0.560 <= 1.0 AISI Eq. C5.2.1 -2 (P, Mx, My) 0.000 + 0.560 + 0.000 = 0.560 <= 1.0 AISI Eq. C3.3.1 -1 (Mx, Vy) 0.088 + 0.000 = 0.088 <= 1.0 AISI Eq. C3.3.1 -1 (My, Vx) 0.000 + 0.000 = 0.000 <= 1.0 Edge stiffener D/w exceeds 0.8. Web Crippling Check - 1996 AISI Specification - Supplement 1 (ASD) Load Combination: ASD 2: DL +WL Parameters at 3.0000 ft: Total Load: 0.48600 k on top flange Total Moment: 15.023 k -in Bearing: 1.5000 in Distance from edge of bearing to edge of opposite load: 2.8750 ft Section: Double 6x14GA.sct Applied Load: 0.4860 k on top flange Applied Moment: 15.023 k -in Distance from edge of bearing to end of member: 2.9375 ft Part Element Equation Pa (k) Pay (k) Stiffened Channel 3 AISI Eq. C3.4.1 -4 1.4310 1.4310 Part 2 3 AISI Eq. C3.4.1 -4 1.4310 1.4310 Web Crippling Strength 2.8619 Web Crippling Check: 0.4860 k <= 2.8619 k Moment Check: 15.023 k -in <= 50.793 k -in Interaction Equations AISI Eq. C3.5.1 -1 (P, M) 0.204 + 0.296 = 0.500 <= 1.5 Edge stiffener D/w exceeds 0.8. 1 • • • CFS Version 3.5 Analysis: M5.anl Rev. Date: 4/4/2005 Store Front Column M5 Rev. Time: 5:09:55 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction (k) T 0.136 0.4276 0.4276 Shear (k) J -0.136 15.067 Moment (k -in) Deflection (in) -0.1756 I P f CFS Version 3.5 Analysis: M5.anl Rev. Date: 4/4/2005 Store Front Column M5 Rev. Time: 5:09:55 PM Rev. By: Phone: Fax: Load Combination: ASD 2: DL +WL, Y Direction Reaction T (k) 0.136 0.4276 0.4276 Shear (k) I -0 15.067 Moment (k -in) Deflection (in) • -0 1756 e � Ferry, 3430 SW First Avenue Portland. OR 97201 (503) 243-6829 fax (503) 241 -9344 email jperry34@comcast.net To: John Wheeler From: John Perry04/L Date: 3/21/05 Re: Eneregy Code Compliance — Systems Only California Pizza Kitchen The reference plans and Code Compliance Forms indicate compliance with the Systems portion of the Oregon Energy Code. I recommended approval for the lighting in an earlier memo. Note: They used old forms that were written for the last code, but they comply nevertheless. !. • ,gr 4ArA . • A IL • • Form 5a Project Name: Californi Pizza Kitchen - Bridgeport Village - Tualatin, OR Page: 1 LIGHTING - GENERA 1. Interior Exceptions (Section 1313.1) Exceptions ❑ No Interior Lighting. The building plans and specifications do not call for new or I Discussion of qualifying altered interior lighting. Skip to item 5, Exterior building Lighting - General, below. COp� exceptions in instructions ❑ Exceptions. 1. The building or part of the building qualifies for an exception from code lighting requirements. Applicable code exception is number: 2. Lighting equipment that qualifies for an exception - in addition to general lighting and is separately controlled. Applicable code exception is number: I Areas of the building and equipment that qualify for any exceptions: Plans /Specs Show compliance by including 2. Local Shut -off controls (Section 1313.3.1.1) a s sheet, detail number and /or d/or sp ecification section , ❑' Complies. At least one local shut -off lighting control for every 2,000 square feet of p and subparagraph lighted floor area and for all spaces enclosed by walls or ceiling height partitions. This control(s) is detailed in the building plans on drawing number: 1E1.0, E3.0 El Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313.3.1.1, Exception: 13 - Public Areas Portions of the building that qualify: Dining, To -Go, Entry, Public Restrooms 3. Automatic Shutoff Controls (Section 1313.3.1.2) ❑ Not Applicable. Office floor area is not over 2,000 square feet of contiguous office floor area or permitted space is not over 5,000 square feet. No offices less than 300 square feet, meeting or conference rooms, or school classrooms. Complies. All interior lighting systems are equipped with a separate automatic control to shut off the lighting during unoccupied periods. Offices less than 300 square feet, meeting and conference rooms, and school classrooms shall be equipped with occupancy sensors that comply with Section 1313.3.1.2.1. Compliance details in plans /specs: I E1.0, E3.0 ❑ Exception. The building or part of the building qualifies for an exception. The applicable code exception is Section 1313.3.1,2, Exception: Portions of the building that qualify: 4. Daylighting Controls (1313.3.1.3) I] No classrooms or atriums with skylights or window to wall ratio greater than 50%. ❑ Complies. All classrooms and atriums with window to wall ratio greater than 50e /a and /or Exterior skylights are equipped with automatic daylight sensing controls, as required by Section Building 1313.3.1.3.1 and Section 1313.3.1.3.2. The daylight sensors specified comply with Lighting is lighting directed to Section 1313.3.1.3.3. illuminate the exterior Compliance details in plans /specs: of the building and adjacent walkways and luading arms with or 5 Exterior Lighting (Section . wilhoul canopies g Ij ( S 13135 ) ID Complies. The plans do not call for incandescent or mercury vapor lamps for use on building exterior. Clock ❑ Exception. The building plans indicate luminaires with incandescent or mercury vapor Switches shall lamps, but they are specified for use in or around swimming pools, water features, or other be astronomic locations subject to the requirements of Article 680 of the 2002 National Electrical Code. (seasonal correcting) type with separate programs for each day of the week and shall 6. Exterior and Canopy Lighting Controls (Section 1313.3.2) store energy timekeeping k to O Complies. The building plans and specifications photoelectric and/or clock include maintain timekeeping P� 9 P P P during power outages switches on all exterior lighting systems which are designed and programmed to extinguish lights when daylight is present, as required by Section 1313.3.2. 7. Interior Connected Lighting Power (Section 1313.4) YES Complies. The interior lighting power does not exceed the interior power allowance established \itss.i in either the Tenant Space Method (Form 5b) or the Space -by -Space Method (Form 5c). r: Space -by -Space Metfldc@(f8gtr6 )e Method (Form 5b) 5-1 Lighting.xls r I, - Form 5c Project Name: California Pizza Kitchen - Bridgeport Village - Tualatin, OR Page: INTERIOR LIGHTING POWER - Space -by -Space Method Lighting Power Budget C Total Interior Lighting Power Budget from Worksheet 5b-1 (Sum of Column (I)) I 9,752 2. Total length of track lighting (ft) - Track 3. Line 2 multiplied by 37.5 Watts/ft Lighting 4. Total amperage of circuit breaker(s) serving track lighting (amps) Power 5. Voltage of circuit breaker serving track lighting (volts) 6. Maximum wattage of track lighting (multiply line 4 by line 5) 7. Track Lighting Power (lesser value of line 3 or line 6) Building's 8. Total Interior Lighting Power from Worksheet 5b -1 (Sum of Column (m)) + 9,721 Lighting Power 9. Total Adjusted Lighting Power (line 7 + line 8) = 9,721 10. Does design meet budget? Line 9 must be no greater than line 1. YES ;. . 5 -3 PROF"4. cc 17547 PE y ON 5, r/1` R. P N rrU� EXP DEC 3 1 2005 Lighting.xls Worksheet 5a Project Name: California Pizza Kitchen - BridgE Page: 2 LIGHTING SCHEDULE (a) (b) (c) (d) (e) (f) Lum. ID Luminaire Lamp Ballasts Luminaire Is Luminaire Power From Type Description No. Description No. Description (watts) Table 5c User DI Wine Cabinet Display Lighting 126 3W @ 3" OC 78 NO V W1 User Defined j Stone Niche Display Lighting _d 36 20W ALR12 @ 6" OC 720 NO / B1 4 Recessed Low Voltage Downlight _ J 1 20W MR16 20 NO Z3 I User Defined _I Low Voltage Uplight A 1 20W MR16 20 NO Cl I User Defined _ Recessed Low Voltage Downlight jj 1 20W MR16 20 NO CC1 I User Defined Recessed Low Voltage Downlight - 1 20W MR16 20 NO CC2 User Defined - Monopoint - 1 20W MR16 20 NO D1 User Defined - Recessed Low Voltage Downlight 1 35W MR16 35 NO D3 I User Defined j Recessed Low Voltage Downlight _I 1 35W MR16 35 NO El User Defined - Recessed Low Voltage Downlight - 1 20W MR16 20 NO jjj User Defined J Recessed Low Voltage Downlight EE2 ( _ _ 1 20W MR16 20 NO E3 I User Defined j Recessed Low Voltage Downlight J 1 20W MR16 20 NO F1 I Compact Fluorescent Quad j 2- CFQ26W /G24q -3- ELECT -52W J 2 CFQ26W /G24q -3 2 Electronic 52 YES G1 Compact Fluorescent Quad 2- CFQ26W /G24q -3- ELECT -52W - 2 CFQ26W /G24q -3 2 Electronic 52 YES GG1 - Fluorescent T8 4 foot _ 3-F32T8-ELECT NO 93W - 3 F32T8 1 Electronic Normal Output. RS 93 YES g H User Defined - Decorative Incandescent Pendant - 1 75W A19 75 NO Y - Fluorescent Rapid Start T8 - 2 foot j 1 -F17T8 -ELECT NO -22W J 1 F17T8 1 Electronic Normal Output. RS 22 YES K User Defined j Decorative Incandescent Pendant - 1 100W A19 100 NO - L1 User Defined - Decorative Incandescent Pendant - 1 60W A19 60 NO L2 I User Defined L I Decorative Incandescent Pendant J 1 60W A19 60 NO M User Defined j Incandescent Wall Sconce A 1 60W T10 60 NO P User Defined j Decorative Incandescent Pendant A 12 60W A19 720 NO x User Defined Incandescent Booth Sconce - 1 40W Cand 40 NO J J I J J —I A A J J A j J Lighting.xls Worksheet 5b -1 Project Name: California Pizza Kitchen - Bridgeport Village - Tualatin, OR Page: I 4 INTERIOR LIGHTING POWER Space-by-Space Method Only Skip to column (f) if using the Tenant Space Method (0 (a) (b) (c) (d) (e) Lum ID (9) (h) (I) (j) (k) from Quantity of Room ID (do Space Type Space Lighting Power Worksheet Luminaires (or Luminaire Lighting Room not leave any Area (Table 13 -H) Type Budget 5a Column lineal ft. for track Power Exempt Power Total Ltg. blanks) (ft (enter space type only once per room) LPD (b) x (d) ( lighting) (Watts) Fixtures (g) x (h) Power Each room must B1t PREF 639 Food Preparation 1.2 767 5 20 ❑ 100 2,299 be identified. D1 .111 PREP — — 30 35 ❑ 1,050 — Describe luminaires for D3 :it PREP — — 8 35 ❑ 280 — each individual Eft PREP — — 10 20 ❑ 200 — room in plans. E3 fit PREP — — 7 20 ❑ 140 — H t PREP — — 5 75 ❑ 375 — Cl J6 2864 Dining Area - Family Dining 2.1 6,014 18 20 ❑ 360 3,458 CC1 — — 20 20 ❑ 400 — For neck fighting enter CC2 J_� 1G — — 6 20 ❑ 120 — n lineal feet column E1 J~ — — 14 20 ❑ 280 — EE2 . 714G — — 5 20 ❑ 100 — Column (k), enter sure K — -- 3 100 ❑ 300 — of column (1) for each only once et first L — — 9 60 ❑ 540 — room try for the room . Ses - �, 6 .ample instructions. -1G 1 — — 3 60 ❑ 180 — X J ~ — — 6 40 ❑ 240 — D1 J6 — — 4 35 ❑ 140 — C1 JtY 293 Lobby General 1.3 381 8 20 ❑ 160 420 L2tY — -- 3 60 ❑ 180 — Z3 tY — — 4 20 ❑ 80 — F1 RR 162 Restrooms 0.9 146 6 52 ❑ 312 432 M -. RR — — 2 60 ❑ 120 — F1 -bS RR 162 Restrooms 0.9 146 6 52 ❑ 312 432 M ='S RR — -- 2 60 ❑ 120 — GG1 JR,46E 169 Active Storage 0.8 135 4 93 ❑ 372 372 GG1 JEN 1563 Food Preparation 1.2 1,876 6 93 ❑ 558 1,936 G1 JEN — — 9 52 ❑ 488 -- D1 JIEN — — 26 35 ❑ 910 — GG1 i 85 Electrical/Mechanical 1.5 128 1 93 ❑ 93 93 GG1 CE 80 Office- enclosed 1.1 88 1 93 ❑ 93 93 1. GG1 - 50 Dressing/Locker /Fitting Room 0.6 30 1 93 ❑ 93 93 Z 146 — — 1 78 ❑ 78 3,458 W1 J~ — — 1 720 ❑ 720 — GG1 pR 53 Active Storage 0.8 42 1 93 ❑ 93 93 Y ,jt PREP — — 7 22 ❑ 154 2,299 _ — — - ❑ - - _ — — - ❑ - — — — - ❑ - -- - -- - ❑ - - - — - ❑ - -- - — - ❑ - — _ — — - ❑ - — r - - - ❑ - -- Omer Papas I tl 6,120 Worksheet 5b -1 Total Budget 9,752 Wksht 5b -1 Total Lighting Power (excluding exempt/track fixtures) 9,721 List the additional worksheets necessary to nothing all wmnair building ' V 1 jal Number of Additional Worksheet 5b tm1 n d Bidi Worksheet Number Lighting Power Budget. Space -by- Proposed Lighting Power Area Sgft. loot regocod for Space only (Total of column (e)) (Total of column (k), excluding Tenant Method) exempt/track) 5b -1 9,752 9,721 6,120 5b -2 5b -3 :`l I Sum of additional 5b worksheets I Total Budget (of all worksheets) 9,752 9,721 6,120 5 - Lighting. xls Form 4a Project Name:ICalifornia Pizza Kitchen - Tualatin, OR (Page: 11 SYSTEMS - GENERAL Applicability Plans /Specs Discussion of qualifying Show compliance by including a drawing sheet, detail exceptions on page 4 -14 number, specification section and subparagraph. 1. Applicablity (Section 1317) OF Is this form required? c7 ❑ Form Required. Complete form if a new HVAC system is being installed, or components of an existing HVAC system are being replaced (I.e., equipment, controls, CO/i. ductwork, and insulation.) ❑ Exception. The building or part of the building qualifies for an exception from HVAC code requirements. Applicable code exception is Section 1317.1. Portions of the building that qualify: Area:I I Exception 1 ❑ 2 ❑ 3 ❑ Area:I Exception 1 ❑ 2 ❑ 3 ❑ Area: Exception 1 ❑ 2 ❑ 3 ❑ ❑ Form Not Required. This project does not contain work required to comply with code. 2. Simple or Complex Systems (Section 1317.9 or 1317.10) 2 Simple System. Building contains only Simple HVAC System(s). Complete this form (4a) and equipment efficiency worksheets as required. Form 4b is not required. ❑ Complex System. Project includes a Complex System. Complete this form (4a), form 4b and equipment efficiency worksheets as required. 3. System and Zone Controls (Section 1317.4.1 and 1317.4.2) ❑ Complies. All new HVAC systems include at least one temperature control device responding to temperatures within the zones ❑ Exception. HVAC system qualifies for an exception from zone control requirements. The applicable code exception is Section 1317.4.2, Exception 1 ❑ 2 ❑ Portions of the building that qualify: The plans /specs show compliance in the following locations: 4. Control Capabilities (Sec. 1317.4.2.1) O Complies. Zone thermostats are capable of being set to the temperatures described in Sec. 1317.4.2.1. Where used to control both heating and cooling, zone controls shall be capable of providing a temperature range or deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. ❑ Exception. The building qualifies for an exception to the deadband requirements. The applicable code exception is Section 1317.4.2.1 Exception 1 ❑ 2 ❑ Portions of the building that qualify: The plans /specs show compliance in the following locations: 4 -1 c ,■ ) C ' `c/ 4633 OREGON OG � FP r117, 19 e s \ S O S F . EXF JUN 3 0 2005 HVAC.xls March 1, 2004 • Form 4a Project Name: (California Pizza Kitchen - Tualatin, OR I Page: 12 SYSTEMS - GENERAL 5. Off -hour Controls 5.1 Automatic Setback or Shutdown (Section 1317.4.3) Complies. Systems must have at least one of the following features: O Control Setback Complies. Each system is equipped with automatic control capable of reducing energy through control setback during periods of non -use or alternate use of spaces served by system. O Equipment Shutdown Complies. Each system is equipped with controls capable of reducing energy use through automatic shutdown during periods of non -use or alternate use of spaces served by system. HVAC systems with equipment shutdown are equipped with at least one of the following: El Programmable controls (1317.4.3.1 (1)) ❑ Occupant sensor (1317.4.3.1 (2)) ❑ Interlocked to a security system (1317.4.3.1 (3)) ❑ Manually activated timers with 2 -hour operation max ❑ Exception. The building qualifies for an exception to the requirement for automatic setback or shutdown controls The applicable code exception is Section 1317.4.3 Exception 1 ❑ 2 ❑ The plans /specs show compliance in the following locations: 5.2. Shutoff Damper Controls (1317.4.3.3) ❑ Complies. Each outdoor air supply and exhaust system is provided with motorized dampers or other means of automatic volume shutoff or reduction during periods of nonuse or alternate use of spaces served by system. El Exception. The building qualifies for an exception to the motorized damper requirement. The applicable code exception: Section 1317.4.3.3, Exception 1 0 2 ❑ 3 ❑ 4 ❑ The plans /specs show compliance in the following locations: I M1.0, M5.0 5.3. Optimum Start Controls (Section 1317.4.3.2) ❑ Complies. Separate HVAC systems have controls capable of varying start-up time of system to just meet temperature set point at time of occupancy. O Exception. HVAC systems have a design supply air capacity not exceeding 10,000 cfm. The plans /specs show compliance in the following locations: 1M2.0 6. Heat Pump Controls (Section 1317.4.4) 0 No Heat Pump. The plans /specs do not call for a new heat pump ❑ Complies. All new heat pumps equipped with supplementary heaters are controlled to minimize the use of supplemental heat as defined in Section 1317.4.4. The plans /specs show compliance in the following locations: I 7. Equipment Performance (Section 1317.5.) ❑ No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment, combustion heating equipment, or heat - operated cooling equipment. O Complies. All new HVAC equipment have efficiencies not less than those required by the code. The following equipment efficiency worksheets are attached: 4a 4b 4c 4d 4e 4f 4g 4h 4i 4j 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 4 -2 HVAC xis March 1. 2004 Form 4a Project Name: California Pizza Kitchen - Tualatin, OR Page: 13 SYSTEMS - GENERAL 8. Hot Gas Bypass (Section 1317.5) El No Hot Gas Bypass Complies. See allowable amount of hot gas bypass as a percentage of total cooling capacity in table below. Unit ID Rated Cooling Capacity Hot Gas Bypass Capacity Allowable Hot Gas Bypass Rated Cooling Capacity Max Hot Gas Bypass Capacity <240,000 Btu /hr 50% >240,000 Btu /hr 25 ❑ Exception. Unitary packaged system with cooling capacity no greater than 90,000 Btu /h 9. Economizer Cooling (Section 1317.3) ❑ No Cooling. The building plans do not call for a new fan system with mechanical cooling. 0 Complies. Each new fan system has an air economizer capable of modulating outside -air and return -air dampers to provide up to 100 percent of the design supply air as outside air. ❑ Exception At least one new fan system qualifies for an exception. The applicable code exception is Section 1317.3, Exception 1=1 1J ❑ 40 El If Exception 3 is selected complete the following: (a) Total cooling capacity of exempt units (Btu /hr) (b) Total installed building cooling capacity (Btu /hr) I I r Complies. Sum of exempt units rated at less than 54,000 Btu /hr is <240,000 or a/b < 0.10 (10% of total building cooling capacity). Unit Identifier of exempt units: 1 The plans /specs show compliance in the following locations: 1 10. Economizer Pressure Relief & Integration (Section 1317.3.1 and 1317.3.2) ❑ No Economizers Required. The project does not contain a new fan system requiring economizers. El Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will relieve the extra air introduced by the economizer. El Integration Complies. Economizer is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. p Exception. The applicable exception is Section 1317.3.2, Exception 10 20 The plans /specs show compliance in the following locations: M2.0 - RTU -1, RTU -2, RTU -3, RTU-4 4 -3 HVAC.xls March 1. 2004 Form 4a Project Name: (California Pizza Kitchen - Tualatin, OR Page: 14 SYSTEMS - GENERAL 11. Duct Insulation and Sealing (Section 1317.7 & Section 1317.8) ❑ No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums O Complies. The plans and specifications call for all air - handling ducts and plenums to be insulated and sealed as required by Sections 1317.7 &1317.8. 12. Piping Insulation (Section 1314 P' g 1 1314) ❑ No New Piping. The building plans and specifications do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. O Complies. All new piping serving a heating or cooling system or part of a circulating service water heating system complies with the requirements of the Code, Section 1314.1. ❑ Exception. New piping qualifies for exception: Section 1314.1 Exception 10 20 13 Gravity Vent Controls (1317.4.5) ❑ Complies. Stair and shaft vents. Stair shaft vents shall be equipped with motorized dampers that are capable of being automatically closed during normal building operation and are interlocked to open as required by fire and smoke detection systems. ❑ Complies. Gravity hoods, vents and ventilators. All outdoor air supply and exhaust hoods, vents and ventilators shall be equipped with motorized dampers that will automatically shut when the spaces served are not in use. O Exception. The building qualifies for an exception to the gravity vent controls. The applicable code exception is Section 1317.4.5.2 Exception 1121 22 Compliance details in plans /specs: IM1.o, M2.0, M3.0 14. Dampers (1317.5.5) ❑ Complies. Motorized outdoor air supply and exhaust air dampers have a maximum leakage rate of 4 cfm /ft` at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. 9 Exception. Packaged HVAC equipment may have maximum leakage rate of 20 cfm /ft` at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. The plans /specs show compliance in the following locations: IM2.0, M5.0 15. Service Water Heating (Sec. 1315) ❑ No New Water Heating. The building plans and specifications do not call for new water heaters, hot water storage tanks or service hot water distribution systems. O Complies. All new water heaters, hot water storage tanks or service hot water distribution systems comply with the requirements of the Section 1315. ❑ Exception. The applicable code exception is Section: I I Exception: I Portions of the building that qualify: • 16. Dis tIbth‘n.Tr s r+^ier, ) 82 No Dis ti ?n tt ans r i s < - t II folnilgittli transformers. ® Complies. ' Ali new dis ribufibriTans rmers comp y wi efficiency, testing, and labeling requirements of Section 1316. .1. The plans /specs show compli c in h o o 1 L A ns: 4 -4 HVAC.xls March 1. 2004 Form 4a Project Name: (California Pizza Kitchen - Tualatin, OR I Page: 15 SYSTEMS - GENERAL 17. High Occupancy Ventilation (Section 1203.2.13) ❑ Complies. HVAC systems with ventilation air capacities of 1,500 CFM or greater that serve areas having an average occupant load of 20 square feet per person or less from Table 10 -A have a means to automatically reduce outside air intake. Identify applicable systems: I The plans /specs indicate where equipment (i.e. carbon dioxide sensor) and sequence is specified: ❑ Exception. HVAC systems are equipped with an energy recovery device with at least 50% recovery effectiveness. E No High Occupancy Systems. Project does not contain an HVAC system as described above 18. Occupancy Ventilation (Section 1203.2) E Complies. Mechanical ventilation systems provide the required amount of ventilation specified in Section 1203.2.1. ❑ Complies. Natural ventilation systems provide the required amount of ventilation as certified by a registered architect or engineer as specified by Section1203.2.4. Attach worksheet 4m. The plans /specs show compliance on the following pages ❑ Exception. The building qualifies for prescriptive natural ventilation. Exception❑ 2i 19. Parking Garage Ventilation (Section 1203.2.11) E No Enclosed Garages. The building plans and specifications do not call for enclosed Group S parking garages with a ventilation exhaust rate greater than 30,000 CFM. ❑ Complies. The plans and specifications call for carbon monoxide sensing devices as required by Section 1203.2.11. ❑ Exception. Open parking garages. 20. Swimming Pools, Spas and Hot Tubs (Section 1315.5) E No New Pools. The building plans and specifications do not call for new, swimming pools, spas or hot tubs. ❑ On /Off Controls Complies. Spa and hot tub heaters are equipped with a readily accessible ON /OFF switch as required by Section 1315.5.1. ❑ Ventilation Controls Complies. Pool ventilation system is controlled based on humidity. ❑ Cover Complies. All heated pools, hot tubs and spas are equipped with a cover ❑ Heat Recovery Complies. Pools, Spas, and hot tubs, over 200 ft utilize recovered heat as required by Section 1315.5.3. 21. Fume Hoods (Section 1317.2.1.) E No Fume Hoods. The building plans do not call for fume hood systems that have a total exhaust rate greater than 15,000 cfm. ❑ Complies. Fume hood systems have at least one of the following features: ❑ Variable air volume hood exhaust and room supply systems capable of reducing exhaust and makeup air volume to 50% or less of design values. ❑ Direct makeup (auxiliary) air supply equal to at least 75% of the exhaust rate, heated no warmer than 2° F below room set point, cooled to no cooler than 3 F above room set point, no humidification added, and no simultaneous heating and cooling used for dehumidification control. El Heat recovery systems to precondition makeup air from fume hood exhaust in accordance with 1318.3 - Exhaust Air Energy Recovery, without using any exception. The plans /specs show compliance in the following locations: 4 -5 HVAC.xls March 1, 2004 Form 4a Project Name: California Pizza Kitchen - Tualatin, OR Page: 16 SYSTEMS - GENERAL 22. Kitchen Hoods (Section 1317.11) (❑ Not Regulated. The plans /specs do not call for any new kitchen hoods with exhaust capacity greater than 5,000 cfm each. ID Complies. All new kitchen hoods with a total exhaust capacity greater than 5,000 cfm have at least 50 percent of the required makeup air; (a) unheated or heated to no more than 60 °F; and (b) uncooled or evaporatively cooled. The plans /specs show compliance on the following pages 23. Outside Heating Systems (Section 1317.12) ci No Outside Heating Systems. The plans /specs do not call for new permanently installed heating systems outside the building. EJ Complies. All new permanently installed outside heating systems are radiant gas fired systems controlled by an occupancy sensor or timer switch as required by Section 1317.12. 4 -6 HVAC.xIs March 1, 2004 • Worksheet 4a Project Name: 'California Pizza Kitchen - Tuall Page: 1 UNITARY AIR CONDITIONER - AIR COOLED Equipment (a) (b) (c) (d) (e) Proposed Performance Discussion of equipment Cooling Seasonal or Compliance ratings and equipment g p definitions on page 4 -19. Equip. ID Model Designation Capacity Steady State Part Load Schedule (A -E) RTU -1 Trane YSC120 100 10.2 ✓ N/A C RTU -2 Trane YCD210C 161.9 9.6 1 N/A C RTU -3 Trane YSC120 106.2 10.2 ✓ N/A C RTU -4 Trane YCD210C 167.4 9.6 V N/A C Required Indicate source of information Documentatio ❑ ARI Unitary Directory, Section AC, page: n ❑ ARI Applied Products directory, Section ULE, Page: El Product data (Attach data furnished by the equipment supplier, I.e., "cut sheets ") I Code Cooling Capacity (btu /hr) Minimum Rating Compliance Required Schedule Equipment Type Seasonal or Efficiencies Over But not over - Steady State Part Load 0 65,000 na 9.7 SEER Single Package Without a 65,000 135,000 10.3 EER n/a This schedule of A Heating Section or With Electric • 135,000 240,000 9.7 EER n/a equipment efficiencies Resistance Heat 240,000 760,000 9.5 EER 9.7 IPLV was reformatted from the code, Table 13 -L. 760,000 - 9.2 EER 9.4 IPLV 0 65,000 na 10 SEER Split System Without a Heating 65,000 135,000 10.3 EER n/a B Section or With Electric 135,000 240,000 9.7 EER n/a Resistance Heat 240,000 760,000 9.5 EER 9.5 IPLV 760,000 - 9.2 EER 9.2 IPLV 0 65,000 na 9.7 SEER Single Package With a Heating 65,000 135,000 10.1 EER n/a C Section Other Than Electric 135,000 240,000 9.5 EER n/a Resistance 240,000 760,000 9.3 EER 9.5 IPLV 760,000 - 9.0 EER 9.2 IPLV 0 65,000 na 10 SEER Split System With a Heating 65,000 135,000 10.1 EER n/a D Section Other Than Electric 135,000 240,000 9.5 EER n/a Resistance 240,000 760,000 9.3 EER 9.7 IPLV 760,000 - 9.0 EER 9.4 IPLV E Condensing Unit Only _ 135,000 - 10.1 EER 11.2 IPLV 4 -10 TRANE General (6 - 10Ton) Data Standard Etiliciencv Table GD - 2- General Data 6Ton 7'/2Ton 81 /aTon 10Ton Convertible Units Convertible Units Convertible Units Convertible Units TSC072A3, A4, AW, AK TSC090A3,A4AW, AK TSC092A3, A4, AW TSC102A3, A4, AW, AK TSC120A3, A4, AW, AK Cooling Performance' Gross Cooling Capacity 72,000 95,000 92,000 105,000 118,000 EER' 10.3 10.3 10.3 10.3 10.4 Nominal CFM /ARI Rated CFM 2,400/2,100 3,000/2,625 3,000/2,625 3,400/3,000 4,000/3,200 ARI Net Cooling Capacity 69,000 90,000 87,000 100,000' 114,000' Integrated Part Load Value (IPLVF' - 11.1 11.9 11.5 System Power (kW) 6.7 8.74 8.45 9.71' 10.96' Compressor No/Type 1 /Scroll 1 /Scroll 2 /Scrolls 2/Scrolls 2 /Scrolls Outdoor Sound Rating (dB)' 88 90 87 86 86 Outdoor Coil -Type Lanced Lanced Lanced Lanced Lanced Tube Size (in.) O.D. 0.3125 0.3125 0.3125 0.3125 0.3125 Face Area (sq ft) 13.88 17.00 17.00 19.83 19.83 Rows/FPI 2/17 3/17 2/17 2/17 2/17 Indoor Coil -Type Lanced Lanced Lanced Lanced Lanced Tube Size (in.) 0.3125 0.3125 0.3125 0.3125 0.3125 Face Area (sq ft) 9.89 9.89 9.89 12.36 12.36 Rows/FPI 2/16 3/16 3/16 3/16 4/16 Refrigerant Control Short Orifice Short Orifice Short Orifice Short Orifice Short Orifice Drain Connection No. /Size (in.) 1P/4 NPT 1PA NPT 1/1/4 NPT 1PA NPT 1/1/4 NPT Outdoor Fan -Type Propeller Propeller Propeller Propeller Propeller No. Used/Diameter (in.) 1/26 1/26 1/26 1/26 1/26 DriveType/No. Speeds Direct/1 Direct/ Direct/1 Direct/1 Directi CFM 6100 6200 6500 7100 7000 No. Motors/HP 1/0.70" 1/0.70" 1/0.70 1/0.75 1/0.75 Motor RPM 1115 1115 1115 1115 1115 Belt Drive Indoor Fan -Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No. Used 1 1 1 1 1 Diameter x Width (in.) 12 x 12 12 x 12 12 x 12 15 x 15 15 x 15 DriveType/No. Speeds BeltNariable Speed BeltNariable Speed BeltNariable Speed BeltNariable Speed BeltNariable Speed No. Motors 1 1 1 1 1 Motor HP (Standard/Oversized) 1.002.00 2.00/3.00 2.00/3.00 2.00/3.00 3.00/5.00 Motor RPM (Standard/Oversized) 1750 1750 1750 1750 1750/3450 Motor Frame Size 56 56 56 56 56 Filters -Type Furnished 10 Throwaway Throwaway Throwaway Throwaway Throwaway (No.) Size Recommended (in.) (4) 16 x 25 x 2 (4) 16 x 25 x 2 (4) 16 x 25 x 2 (4) 20 x 25 x 2 (4) 20 x 25 x 2 Refrigerant Charge (Lbs of R- 221' 71 11.5 6.2 Circuit 1 7.9 Circuit 1 7.2 Circuit 1 3.4 Circuit 2 4.0 Circuit 2 5.3 Circuit 2 Notes: 1. Cooling Performance is rated at 95 F ambient, 80 F entering dry bulb, 67 F entering wet bulb. Gross capacity does not include the effect of fan motor heat. ARI capacity is net and includes the effect of fan motor heat. Units are suitable for operation to x20% of nominal cfm. Certified in accordance with the Unitary Air- Conditioner Equipment certification program, which is based on ARI Standard 210/240 except AK (380V /60 Hz). 2. SEER is rated at ARI conditions and in accordance with DOE test procedures. 3. Integrated Pan Load Value is rated in accordance with AR I Standard 210/240 or 360. Units are rated at 80 °F ambient, 80 °F entering dry bulb, and 67 °F entering wet bulb ar ARI rated cfm. 4. Outdoor Sound Rating shown is tested in accordance with ARI Standard 270. For more information refer to Table PD -60. 5. Refrigerant charge is an approximate value. For a more precise value, see unit nameplate and service instructions. 6. EER shown is for downf low airflow. EER for horizontal airflow is 10.3. 7. ARI Net Cooling Capacity shown is for downflow airflow. Cooling Capacity for Horizontal airflow TSC102A is 99,000; TSC120A is 112.000. 8. Integrated Part Load Value (IPLV) shown is for downf low airflow. IPLV for Horizontal airflow TSC092A is 10.8, TSC102A is 11.5; TSC120A is 11.0. 9. System Power (kW) shown is for downf low airflow. System Power (kW) forHorizontal airflow TSC102A is 9.61; for TSC120A is 10.87. 10. Optional2" Pleated Filters also available. 11. Outdoor motor is 0.75 hp for AK (380V/60 Hz units). 12. Standard indoor motor is 2.00 hp for AK (360V/60 Hz) units. 16 RTPR0005 -EN • • (17 20 Ton) General Data Standard Efficiency Table GD -2 - General Data 17/zTon Downflow and Horizontal Units 20Ton Downflow and Horizontal Units YC *210C3,C4,CWL, CK YC *210C3,C4,CWH, CK YC *240133,B4,BWL, BK YC *240B3,B4,BWH, BK Cooling Performance' Gross Cooling Capacity 210,000 242,000 EER 9.6 9.5 Nominal CFM /ARI Rated CFM 7,000/5,800 8,000.7000 ARI Net Cooling Capacity 196,000 232,000 Integrated Part Load Value' 9.8 9.8 System Power (KW) 20.41 24.42 Heating Performance' Heating Models Lowy Figh Low High Heating Input (Btuh) 250,000 350,000 250,000 400,000 1st Stage 175,000 250,000 175,000 300,000 Heating Output (Btuhl 203,000 284,000 203,000 324,000 1st Stage 142,000 203,000 142,000 243,000 AFUE ( %) Downflow/Horizontal 80.7 / 79.9 80.1 / 79.1 80.2 / 81.0 79.8 / 79.7 Steady State Efficiency ( %) 81.0 81.0 81.0 81.0 No. Burners 1 1 No. Stages 2 2 Gas Supply Pressure (in. w.c) Natural or LP (minimum /maximum) 2.5/14.0 2.5/14.0 Gas Connection Pipe Size (in.) 1/2 3/4 1/2 3/4 Compressor No/Type 2 /Scrolls 2 /Scrolls Sound Rating (BELS1e 9.4 9.4 Outdoor Coil -Type Hi- Performance Hi- Performance Tube Size (in.) OD .375 .375 Face Area (sq ft) 27.12 35.3 Rows/FPI 3/16 3/16 Indoor Coil -Type Hi- Performance Hi- Performance Tube Size (in.) .375 .375 Face Area (sq ft) 17.50 26.00 RowsiFPl 4/15 2/15 Refrigerant Control Short Orifice Short Orifice Drain Connection No/Size (in.) 1/1.00 NPT 1/1.00 NPT Outdoor Fan -Type Propeller Propeller No. Used/Diameter (in.) 2/26 2/26 DriveType/No. Speeds Direct/1 Direct/1 CFM 13,400 14,600 No. Motors/HP 2/1.0 2/1.0 Motor RPM 1,125 1,125 Indoor Fan -Type FC Centrifugal FC Centrifugal No. Used/Diameter (in.) 1/15 X 15 1/18 X 18 DriveType/No. Speeds Belt/1 Belt/1 No. Motors 1 1 Motor HP (Standard/Oversized) 5.0/7.5 5.0/7.5 Motor RPM (Standardl 3450/3470 3450/3470 Motor Frame Size (Standard/Oversized) 56HZ/184T 145T/184T Filters -Type Furnished' Throwaway Throwaway (No.) Size Recommended Downflow (2) 20 X 20 X 2/(4) 20 X 25 X 2) (4) 20 X 20 X 2/(4) 20 X 25 X 2 Horizontal (2) 20 X 20 X 21(4) 20 X 25 X 2) (8) 20 X 25 X 2 Refrigerant Charge (Lbs of R -22)' Downflow 21.0 /14.3/Circuit 18.9 /21.0/Circuit Horizontal 21.5/14.5/Circuit Notes: 1. Cooling Performance is rated at 95 °F ambient, 80 °F entering dry bulb, 67 °F entering wet bulb. Gross capacity does not include the effect of fan motor heat. ARI capacity is net and includes the effect of fan motor heat. Units are suitable for operation to t20% of nominal cfm. Certified in accordance with the Unitary Large Equipment certification program, which is based on ARI Standard 340/360-93. 2. EER is rated at ARI conditions and in accordance with ARI Standard 210/240 or 360. 3. Integrated Part Load Value is rated in accordance with ARI Standard 210/240 or 360. Units are rated at 80 °F ambient, 80 °F entering dry bulb. and 67 °F entering wet bulb at ARI rated cfm. 4. Heating Performance limit settings and rating data were established and approved under laboratory test conditions using American National Standards Institute standards. Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet, ratings should be reduced at the rate of 4% for each 1000 feet above sea level. 5. AFUE is rated in accordance with DOE test procedures. 6. Sound Rating shown is tested in accordance with ARI Standard 270 or 370. 7. Refrigerant charge is an approximate value. For a more precise value, see unit nameplate and service instructions. 8. An optional 2 inch pleated filter is also available. 9. For 380V /60Hz units, the oversized mtoor is used as the standard motor. Refer to oversized motor data 'Indicates both downf low and horizontal units. RT- PRC001 -EN 15 CITY OF TUALATIN Plan Review 4 -4 -05 18880 SW Martinazzi Avenue, Tualatin, OR 97062 -7092 `_� PHONE: (503) 692 -2000 FAX: (503) 692 -5421 Project: CaliforniaPizzaKitchen #05 -3775 Item 7315 SW Bridgeport Rd Target # Requirements /Items Date GENERAL ADMINISTRATION: 1. Upon review of the Submitted documents, The drawings and related design documents for the proposed work were REVIEWED AND FOUND TO BE IN GENERAL COMPLIANCE with the International building code. This Plans Examiner has recommended to the Building Official the issuance of a building permit for this project subject to the following: a This plan review letter becomes part of the approved plans and permit. Approved Plans and Documents must be kept on site. "T1 Construction must comply with all applicable current codes and national standards. "T1 b The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or approval of, any violation of any provisions of the 2004 Oregon Structural Specialty Code, or of any ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on the 118.4 plans, specifications and other data shall not prevent the Building Official from thereafter requiring the correction of errors in said plans, specifications and other data, or from preventing building operations being carried on there under when in violation of this code or any other ordinances of this jurisdiction. See Section 105.4 of IBC. All conditions and comments of the City of Tualatin's City Engineering AR 03 -16 PFR Conditions are required to be met. c All code provisions, comments, and conditions as outlined and required by the Tualatin Valley Fire & Rescue Fire Marshal's Office Brochure (handout) shall be met PRIOR to a request for a final inspection of the project or temporary/permanent occupancy. d. Maintain Full Fire Dept. access to and around the construction site. Fencing with gated accesses shall be provided with Knox Padlocks. See also Chapter 33 of the International Building Code for additional fire protection during construction especially w/ regards to the fire hydrants and fire sprinkler system when being removed out of service. Plans & Documents: 1. Changes or revisions to the project plans shall be submitted to the building division a minimum of two full weeks prior to the work proposed. All drawings shall be stamped & Signed by the project Architect or Engineer of Record. 2. The Electrical has not been reviewed by the City of Tualatin. See Washington Co. for review and approvals. 3. The Mechanical will be reviewed under a separate permit. 4. Building Identification Required: All buildings or property shall display a permanent street number or other identifying data in a prominent location on the street side of the building or property and shall be of a highly contrasting color to the background to which they are attached. The scale of numbers shall be in scale in height of the building and be illuminated during the hours of darkness so that they shall be easily visible from the street. OCCUPANCY — CONSTRUCTION —FIRE RESISTIVE ASSEMBLIES: A -2 Restaurant - 6863 sq. ft. Const. Type: II B, Occupant Ld.: 207 persons, Seating for 191, 3 - Exits Structural Framework & elements, Exterior Walls & Openings, shall meet all of the Fire - Resistive requirements of IBC Chapter 6 and TBL -6 UL Designed Systems to be used are U -415 on the Cooking Hood Shaft. FIRE PROTECTION: 1. This building will be provided with a full fire detection /alarm system throughout the entire building area. 2. These systems will be bidder /design and will be deferred submittals to follow at a later date. 3. A Manual Fire Alarm system will be provided. Along with AudibleNisual (Horn /Strobes) Devices as per NFPA 72 4. A Fire Dept. "Knox Key Box" for building access will be required for this building. Contact the TVF &R Fire Marshal's Office for an application, instructions and the accompanying sheets regarding the placement, along w/ the red alert decals (Door Stickers) for posting. 1/3 EXITING & EVACUATION — NON STRUCTURAL: 1. Exit signs shall be installed at required exit doorways and where otherwise necessary to clearly indicate the direction of egress. 2. Current supply to one of the lamps for exit signs shall be provided by the premise's wiring system. Power to the other lamp shall be from storage batteries or an on -site generator. If/ When power supply failure occurs, illumination shall be automatically provided from an emergency system where the occupant load exceeds100 for not less than 2 full hours. 3. Exit ways are to remain unobstructed and maintained open and free of obstructions. Both of the rear exit enclosure gates will need correct exiting hardware. 4. Pictogram / Braille/Tactile signage will be required for All Exit Doors. STRUCTURAL: 1. All Deferred Shop Drawings and Documents shall be submitted to the Executive Architect and the Engineer of Record who shall then review them and then forward them on to the Building Official with a Notation or Shop Drawing Stamp indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall not be installed until the Building Official has approved their design and submittal documents. OSSC Sec. 106.3.4.3 2. For the building to be of II B Construction and to comply with the criteria agreement of all buildings to be non - combustible, fully fire sprinklered w/ full detection /alarms. 3. Wood furring strips or sleepers that are in contact with or attached directly to the interior or exterior sides of the exterior walls shall be approved naturally durable or preservative- treated wood. IBC 2304.11.2.2 4. Due to the nature of the Pacific Northwest & Oregon's Climatic & Geographic conditions the AHJ strongly recommends that wood blocking, supports, and curbs subject to wet weather and on the roof should be naturally durable or preservative- treated wood. 5. Storefront design: OSSC 2404, wind calcs OSSC 1609, seismic ASCE 7 section 9.6.2.10, provide calcs. MECHANICAL - HVAC: 1. This will be a separate permit and review. PLUMBING: 1. This will be a separate permit and review. Your reviewer will be Mike Cocharo, Plumbing Plan Checker and Inspector. He can be reached at 503 - 691 -3043 or mcocharoci.tualatin.or.us ACCESSIBILITY: 1. This facility shall comply with Chapter 11 of the State of Oregon Structural Specialty Code (OSSC) as well as with the American Disabilities Act. (ADA) This building shall be accessible and usable by persons with disabilities. ORS. 447.220 _ 2. If, or during an actual building emergency TVF &R would us there Incident Command Manual (ICM) and their Operational Guideline (OG) IE: ICM -OG Series 3001 for Building Evacuation as meeting an interpretation of Section 1107.1, Exception 1.2 of the '98 Ed. of OSSC as accepted by the Oregon Disabilities Commission, Jan. 1999. 3. Braille/Tactile /Pictogram Signage will be required throughout the building. Signs which designate Exit Doors, Stairs, Restrooms, permanent rooms, and spaces are required to be English, Braille, Tactile and Symbolically meeting grade 2 standards. Non -Glare finish with characters and symbols that contrast with their background and mounted so a person may approach within 3 inches of the signage without encountering protruding objects or standing within the swing of the door. A signage package should be developed and submitted for review and approval. 4. Controls, Operating Mechanisms and other Hardware, including switches of control lighting and ventilation, electrical convenience outlets in accessible spaces, along accessible routes, or as parts of accessible elements shall comply with Section 1109.3. 5. Front desk areas, all tables, service and coffee bar, counters condiment areas, tableware, beverage dispensers, etc., shall; meet the requirements for height and reach as per Section 1109. 6. Cautionary note: All devices /appliances shall meet the forward or side reach requirements this would include the toilet seat protector's. ENERGY CONSERVATION: 2/3 Energy Documentation & Forms: Lighting and Systems design calcs. Comply w/ Energy Code. ELECTRICAL Comments: 1. The Electrical has not been reviewed by the City of Tualatin. Electrical Permits, Plan Reviews, and Field Inspections will be preformed and conducted by Washington County Building Department — Electrical Division. Submit plans to the county for review and approvals. 2. The Contractor will be required to submit a copy of the Electrical Plan Check Letter and all field inspection reports regarding any needed electrical corrections and comments to the City Building Division. 3. A Fire /Life Safety review will be required by the City of Tualatin on the Fire Alarm System as a deferred review. 4. Grounding Electrode & Bonding of the building electrical system will be required. The grounding electrode is made to the steel reinforcement of the concrete footings of the building at the electrical equipment. There maybe a need form more than one location and types of grounding methods. Provide a building specific grounding detail and any supplemental notes which would be needed to conduct an inspection by both the building and electrical inspectors. ACCESS to SWITCHBOARDS & PANELBOARDS: 1. General — workspace around switchboards and panel boards shall be provided and maintained as required by both the Electrical and Fire Codes. Such spaces shall not be used for storage. UFC 8509.1 2. Panels or Switchboards Shall not to be placed or located within a Fire Rated Wall Assembly. To be Surface mounted only. 3. Electrical Boxes for Outlets and Switches placed in a Fire Rated Ass'y shall be provided with UL Listed Putty Pads. 4. Access: A Clear and Unobstructed means of access with a min. width of 30 inches (762 mm) and a minimum height of 78 inches (1981.2 mm) shall be maintained from the operating face of the switchboards or panel board to an aisle or corridor. UFC 8509.3 5. Labeling: Adequate Lighting by natural or artificial means shall be provided. Artificial shall be in accordance with Article 90, Standard i.11. 6. All Exterior Doors and Access points shall be illuminated during the hours of Darkness. 7. Open Parking Lots and access thereto, providing more than 10 parking spaces and for use by the general public, shall be illuminated during the hours of darkness. OREGON CLEAN AIR ACT: 1. Smoking shall be prohibited at most areas of the building. Approved "No Smoking" signs shall be conspicuously posted. If there is a prominently designated location as to an approved smoking area signage will also be required. Consult both the City of Tualatin's Tobacco -Free Ordinance No. 1075 -01 & the TVF &R - Fire Marshal's Office. All Signs shall not be obscured. If you have any questions or comments please feel free to contact me at 503 - 691 -3046 or at jwheelerbpv John Wheeler, Plans Examiner /Bldg. Inspector 5404PE/5403SI 3/3 DII ARCHITECT March 29, 2005 1115 Atlantic Avenue Washington County, Oregon Department of Land Use & Transportation Alameda, CA 94501 Building Services Tel 510 -865 -8663 To: John Wheeler Building Inspector/ Plan Reviewer Tel: 503 - 846 -6774 Fax 510 - 865 -1611 4 os - 377 5 From: Wang Chan Project Manager MBH Architects Tel: 510- 747 -1185 Re: Building Department Review Comments California Pizza Kitchen Tualatin, OR MBH Project No. 41775.3B The following are responses to Plan Check Comments dated 03/16/05 and received on 03/18/05 Revised drawings will be indicated by a e and a bubbled enclosure CCO Please refer to sheet title block for the revision number corresponding to "PLAN CHECK COMMENTS " dated 03/29/05 Corrections Building Department Plan Review Item Sheet Comments GENERAL ADMINISTRATION: Upon review of the Submitted documents, The drawings and related design documents for the proposed work were reviewed and found to be in general compliance with the Oregon Structural Specialty Code, This Plans Examiner will recommended to the Building Official the issuance of a building permit for the Tenant portion of the project subject to the following resubmit of revisions: 1. A0.0 Include Ci. Tualatin & WashCo in Project Team. List deferred submittals. 2hr. demising wall, adjacent tenant unknown. City and department information has been added under Project Team on A0.0. A note stating " 2 -hr demising wall studs by landlord (Gyp. Bd by tenant) has been added on A0.2. www.mbharch.com 1) 11 ARCHITECT 2. A0.2 Complete Means of Egress to exit discharge OSSC 1003, 1006,1017,1107 1115 Atlantic Avenue All drawings comply with OSSC 1003, 1006, 1017, & 1107. 3. A0.2 Locate FEC's. FEC w /in 30ft of commercial cooking equipment, OFC 906.1 Alameda, CA 94501 FEC's have been added to sheet A0.2 and A1.1. Tel 5106654663 4. A2.1 Directional signs to exits. Fax 510- 865.1611 Directional signs have been revised. 5. A3.1/S3.0 Verify approved RTU zone. A hatched area is shown on A3.1 for RTU location per LL shell drawings. All equipment is located within the zone area. 6. A4.1/A6.1 Storefront design: OSSC 2404, wind calcs OSSC 1609, seismic ASCE 7 section 9.6.2.10, provide calcs. Wind load calculations and additional details will be provided by Sierra Engineering as a separate submittal. 7. A5.1 Provide details for 2hr demising wall, OSSC T- 302.3.2 occupancy separation. A11.1 A3 /B,M. The demising wall studs and insulation are by Landlord, but Gyp. Bd. by tenant. A demising wall detail has been added to sheet A11.1. 8. E1.0 Add egress illumination & exit signage. HEI RESPONSE: Egress illumination and exit signage is shown on sheet E1.0. Refer to sheet E1.0. 9. E1.2 Add Fire Alarm Pull @exit HEI RESPONSE: Added fire alarm pull station at exit to northeast exit. Refer to revised sheet E1.2. Plans & Documents: 1. Changes or revisions to the project plans shall be submitted to the building division a minimum of Two full weeks prior to the work proposed. All drawings shall be stamped & Signed by the project Architect or Engineer of Record Prior to a Submittal. 2. The Electrical has not been reviewed by the City of Tualatin. See Washington Co. for review and approvals. 3. The Fire Sprinklers /Alarms will be a deferred review under a separate permit. 4. Building Identification Required: All buildings or property shall display a permanent street number or other identifying data in a prominent location on the street side of the building or property and shall be of a highly contrasting color to the background to which they are attached. The scale of numbers shall be in scale in height of the building and be illuminated during the hours of darkness so that they shall be easily visible from the street. A street number sign and a note have been added on A1.1. X:\CPK\41715- BRIDGEPORT VILLAGE- Pk \ADMIN103- PERMIT \BUILDING \050329- BUILDING- COMMENTS,DGC www,mbharch.com • DII ARCHITECT Occupancy — Construction — Fire Resistive Assemblies: 1. A -3, Restaurant 6863 sq. ft. T.I. Type II -B, Occupant Ld. 207 Persons, Seating 1115 Atlantic Avenue for191 2 Exits 2. The Service Corridor /Demising Walls are to be 1- Hr. Fire Resistive Construction. Alameda, CA 94501 The Tenant Side of these walls will be required to be Tel 518. 865.8663 Per LL drawings, the service corridor /shell building walls are 2 hr- rated. On the redline set, you've noted interior demising wall shall be 2 -hr rated. Interior Fax 510- 865.1611 demising wall is by Landlord, Gyp. Bd. by tenant. A note has been added to address your comment on A1.1. 3. All fire - stopping will be required to be fully inspected and verified Prior to Dropping Ceiling Tile. A note has been added on A2.1. 4. Note: Storage Rack Shelving, if wood material the drop -in panels will be required to be of fire treated particleboard or metal wire. All Storage Rack Shelving is made of metal. See attached cut sheet. Fire Protection: 1. The Min. Fire Sprinkler Area/Density Design Level at the Bridgeport Lifestyle Center will be Ordinary Group — II Fire Sprinkler is under a separate submittal. 2. A Full Smoke Detection System complying to NFPA — 72 will be required throughout all rooms, areas of the Tenant Space. HEI RESPONSE: Drawings comply. Refer to sheets E1.2 and FP1.0. 3. Both Fire Sprinklers and Alarms /detection systems will be a deferred submittal with a separate permit and review. Exiting & Evacuation — Non Structural: 1. Exit signs shall be installed at all required exit doorways and where otherwise necessary to clearly indicate the direction of egress. HEI RESPONSE: Drawings comply. Refer to sheet E1.0. 2. Current supply to one of the lamps for exit signs shall be provided by the premise's wiring system. Power to the other lamp shall be from storage batteries or an on -site generator. if, When power supply failure occurs, illumination shall be automatically provided from an emergency system where the occupant load exceeds100 for not less than 2 full hours. HEI RESPONSE: Drawings comply. Refer to sheets E1.0 and E3.0. 3. Pictogram /Braille/Tactile Exit signage will be required for all Exit Doors. See Attached Example. Mechanical — HVAC: 1. Reminder: All Roof -Top units (RTU's) are required to be Interconnected to the House Fire Alarm System for automatic SHUT -DOWN upon activation of the Detection /Alarm. HEI RESPONSE: Drawings comply. Refer to sheet ME1.0. ?; 33 , 6 PP -1 V` ;i'h� �n: 3; US -qtr 1'E;! }{ �(,. 7, ,� 8 Jll ttiti CC f, („ J'; www.mbharch. corn 1111 ARCHITECT Plumbing: 1. This will be a separate permit and review. Your reviewer will be Mike Cocharo, 1115 Atlantic Avenue Plumbing Plan Checker and Inspector. He can be reached at 503 - 691 -3043 or mcocharo(ci.tualatin.or.us Alameda, CA 94501 Accessibility: 1. This facility shall comply with Chapter 11 of the State of Oregon Structural Specialty Tel 518- 8651663 Code (OSSC) as well as with the American Disabilities Act. (ADA) This building shall be accessible and usable by persons with disabilities. ORS. 447.220 Fax 518.865.1611 A note has been added on A1.1. 2. If, or during an actual building emergency TVF &R would use there Incident Command Manual (ICM) and their Operational Guideline (OG) IE: ICM -OG Series 3001 for Building Evacuation as meeting an interpretation of Section 1107.1, Exception 1.2 of the '98 Ed. of OSSC as accepted by the Oregon Disabilities Commission back in Jan. 1999. A note has been added on A1.1. 3. Braille/Tactile /Pictogram Signage will be required throughout the building. Signs which designate Exit Doors, Stairs, Restrooms, permanent rooms, and spaces are required to be English, Braille, Tactile and Symbolically meeting grade 2 standards. Non -Glare finish with characters and symbols that contrast with their background and mounted so a person may approach within 3 inches of the signage without encountering protruding objects or standing within the swing of the door. A signage package should be developed and submitted for review and approval. Tactile sign and a note have been added on A1.1. 4. Controls, Operating Mechanisms and other Hardware, including switches of control lighting and ventilation, electrical convenience outlets in accessible spaces, along accessible routes, or as parts of accessible elements shall comply with Section 1109.3. A note has been added on A1.1. Energy Conservation: 1. Energy Documentation & Forms; 2. Building Envelop: For the most part the Shell Envelop has been provided by the Main Developer Opus NW, however T.I. Windows In -fill are provided by the Tenant project. If external changes occur a re- evaluation will be needed along with any required up- grades for compliance. The scope of work of this project is limited to the in- filled storefront only. No exterior elements have been changed. 3. Windows /Skylights: If rated by National Fenestration Rating Council (NFRC) the glazing shall bear labels by the manufacturer and model. A note has been added on A1.1. 4. All glazing to be DP -.60 rated or better. A note has been added on A1.1. X °,CPK'A 17 i5- BRIDGEPORT VILLAGE- CPN\ADMIN\03- PERMI1\BUIL DING \050329- BUILDING- COMMENTS.DOC www.mbharch.com DII ARCHITECT 5. Lighting: The current Lighting design is required to meet compliance design w /the State of Oregon's Energy Code for Lighting Design. 1115 Atlantic Avenge HEI RESPONSE: Lighting energy forms were submitted. Refer to attached energy forms. Alameda. CA 94501 Tel 510.665.8663 ELECTRICAL Comments: 1. The Electrical has not been reviewed by the City of Tualatin. Electrical Permits, Plan Fax 510- 865 -1611 Reviews, and Field Inspections will be preformed and conducted by Washington County Building Department — Electrical Division. Submit plans to the county for review and approvals. 2. The Contractor will be required to submit a copy of the Electrical Plan Check Letter and all field inspection reports regarding any needed electrical corrections and comments to the City Building Division. HEI RESPONSE: Contractor will provide. 3. A Fire /Life Safety review will be required by the City of Tualatin on the Fire Alarm System as a deferred review. ACCESS to SWITCHBOARDS & PANELBOARDS: 1. General — workspace around switchboards and panel boards shall be provided and maintained as required by both the Electrical and Fire Codes. Such spaces shall not be used for storage. UFC 8509.1 HEI RESPONSE: Drawings comply. Refer to sheet E1.1. 2. Panels or Switchboards Shall not to be placed or located within a Fire Rated Wall Assembly. To be Surface mounted only. HEI RESPONSE: Drawings comply. Refer to sheet E1.1. 3. Electrical Boxes for Outlets and Switches placed in a Fire Rated Ass'y shall be provided with UL Listed Putty Pads. HEI RESPONSE: Drawings comply. Refer to sheet E1.1. 4. Access: A Clear and Unobstructed means of access with a min. width of 30 inches (762 mm) and a minimum height of 78 inches (1981.2 mm) shall be maintained from the operating face of the switchboards or panel board to an aisle or corridor. UFC 8509.3 HEI RESPONSE: Drawings comply. Refer to sheet E1.1. 5. Labeling: Adequate Lighting by natural or artificial means shall be provided. Artificial shall be in accordance with Article 90, Standard i.11. HEI RESPONSE: Drawings comply. Refer to sheet E1.0. 6. All Exterior Doors and Access points shall be illuminated during the hours of Darkness. HEI RESPONSE: Drawings comply. Refer to sheet E1.0. www mbharch.com 1)11 ARCHITECT Please feel free to contact us if you have any questions or comments: Architectural issues: Wang Chan at MBH Architects, 510 - 747 -1185 1115 Atlantic Avenue Structural issues: Julio at Sierra Engineers, 510 - 487 -9192 Alameda, CA 94501 Mechanical issues: Emily Tilgner at Henderson Engineers, Inc., 913 - 307 -5374 Electrical issues: Doug Everhart at Henderson Engineers, Inc., 913 - 307 -5397 Tel 510465-8663 Plumbing issues: Allen Evans at Henderson Engineers, Inc., 913 - 307 -5517 Fax 510.865.1611 ^ r;ll .I. -�T vl nt [ r <11, ,,' S v„tt'I't3'1�! IL, GS s1a 13;7[t 11 ,K, ,;(,rit, f t]a fiGG www.mbharch.com i II GOLD BOND 7 - , CORROSION RESISTANT FINISH A High Performance Shelving System That Can Be Used Universally In All Environments mo t. Y \ 1 y Y a ;,.. ■- >! f 4 • _ 4 : / j� IN ■ MAXIMUM VERSATILITY: Superior corrosion and abrasion resistant shelving that is ideal for coolers, freezers, dry storage and display areas. 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COATING APPROVALS LIFETIME WARRANTY - International Storage GOLD BOND coatings meet the requirements of the Systems warrants that its' products will be free from following specifications: defects in material and workmanship for the life of the FDA - Food and Drug Administration product. This offer is valid for the original purchaser of NSF - National Sanitation Foundation the product. Department of Defense QQ -Z -325 FINISHES - GOLD BOND ° shelves and posts are Type II Classes 1, 2, 3 warranted for a period of 12 years against rust formation. Additional warranty information available. ASTM - B633 Type II Classes 1, 2, 3 For Information Call: 1- 800 - 874 -0375 404- 787 -9830 Fax: 1- 404- 787 -7432, rinternational 1torage ovin •ton Geors la 30209 a ivstems . GroupWise WebAccess Message Item Page 1 of 1 Mail Message Novell. lbV' Close Previous Next Forward Reply to Sender Reply All Move Delete Read Later Properties From: "Emily Tilgner" < Emily. Tilgner @hendersonengineers.com> To: JERRY WADE Date: Friday - December 10, 2004 9:33 AM !p Subject: Bridgeport Village Code Questions... i Mime.822 (15099 bytes) ULewl (Save Asl (7 • Hello Mr. Wade, r yA' I am currently working on the mechanical design for 4California Pizza Kitchen restaurant going in building R2 of the Bridgeport Village complex. I have a coupe - or related , p questions. / f t' fit‘ � 4 - What ventilation table /schedule governs? The Oregon Mechanical Specialty Code states that Chapter 4 of the IMC is not adopted and to used Chapter 12 of the building code. The building code refers ventilation requirements to chapter 4 of the mechanical code. I am unsure of what to use. - Under that same area, I have three rooms in this restaurant that I wanted to check requirements for. one rooms is a "service stations" located away from the kitchen where the soft drink dispenser, ice tea dispenser, coffee maker, ice bin, etc. are located. I wouldn't consider it a kitchen space since no cooking is done there. It is off the dining area, so I can I lump that space in with the dining ventilation requirements? Also, there is an room back in the kitchen that has a couple of lockers for the employees to store their things. It is not a locker room such as at a sporting facility or health club, so therefore must I provide exhaust out of that space or can I classify it as something else? - For the energy forms, can those be submitted as 8 -1/2 X 11 or must they be on the drawings? - Some information I have states that an HVAC worksheet must be on the drawings — can you elaborate as to what that is or what information needs to be on the HVAC worksheet? Thank you very much. Emily Tilgner, El BSAE, Mechanical Designer Henderson Engineers, Inc. 8325 Lenexa Drive Suite 400 http : / /mail . ci . tual atin. or. us /servl et/webacc ?action =Item .Read &User. context =fnvz Voi qos... 12/10/2004 V D� D e , CHAPTER 4 VENTILATION SECTION 401 vents, chimneys, plumbing vents, streets, alleys, parking lots GENERAL and loading docks, except as otherwise specified in this code. 401.1 Scope. This chapter shall govern the ventilation of Where a source of contaminant is located within 10 feet spaces within a building intended to be occupied. This chapter (3048 mm) of an intake opening, such opening shall be lo- does not govern the requirements for smoke control systems. cated a minimum of 2 feet (610 mm) below the contaminant I The principles specified in ASHRAE Standard 62 -2001 may source. I be used as an alternative to this chapter to demonstrate compl- 401.5.2 Exhaust openings. Outdoor exhaust openings shall ance with required ventilation air for occupants. be located so as not to create a nuisance. Exhaust air shall 401.2 Ventilation required. Every occupied space shall be not be directed onto walkways. I I ventilated by natural means in accordance with Chapter 12 of I I the Building Code or by mechanical means in accordance with 401.5.3 Flood hazard. For structures located in flood haz- Section 403. and areas, outdoor exhaust openings shall be at or above the design flood elevation. I I NOTE: Heating, and air conditioning controls shall con- form to Chapter 13 of the Oregon Structural Specialty Code. 401.6 Outdoor opening protection. Air exhaust and intake openings that terminate outdoors shall be protected with corro- 4013 When required. Ventilation shall be provided during the Sion- resistant screens, louvers or grilles. Openings in louvers, periods that the room or space is occupied. grilles and screens shall be sized in accordance with Table 401.6, and shall be protected against local weather conditions. Outdoor 401.4 Exits. Equipment and ductwork for exit enclosure venti- air exhaust and intake openings located in exterior walls shall lation shall comply with one of the following items: meet the provisions for exterior wall opening protectives in ac- 1. Such equipment and ductwork shall be located exterior to cordance with the Building Code. the building and shall be directly connected to the exit en- closure by ductwork enclosed in construction as required TABLE 401.6 by the Building Code for shafts. OPENING SIZES IN LOUVERS, GRILLES AND SCREENS PROTECTING OUTDOOR EXHAUST AND 2. Where such equipment and ductwork is located within the AIR INTAKE OPENINGS exit enclosure, the intake air shall be taken directly from MINIMUM AND MAXIMUM OPENING the outdoors and the exhaust air shall be discharged di- SIZES IN LOUVERS, GRILLES AND rectly to the outdoors, or such air shall be conveyed SCREENS MEASURED IN ANY through ducts enclosed in construction as required by the OUTDOOR OPENING TYPE DIRECTION Building Code for shafts. Exhaust openings Not < 1 / 4 inch and not > 1 / 2 inch 3. Where located within the building, such equipment and Intake openings in residential Not < inch and not > 1 / 2 inch ductwork shall be separated from the remainder of the occpancies building, including other mechanical equipment, with Intake openings in other than > 1 / 4 inch and not > 1 inch construction as required by the Building Code for shafts. residential occupancies In each case, openings into fire- resistance -rated construc- tion shall be limited to those needed for maintenance and oper- For SI: 1 inch = 25.4 mm. ation and shall be protected by self closing fire- 401.7 Contaminant sources. Stationary local sources produc- resistance-rated devices in accordance with the Building Code ing air borne particulates, heat, odors, fumes, spray, vapors, for enclosure wall opening protectives. smoke or gases in such quantities as to be irritating or injurious Exit enclosure ventilation systems shall be independent of to health shall be provided with an exhaust system in accor- other building ventilation systems. dance with Chapter 5 or a means of collection and removal of 401.5 Opening location. Outdoor air exhaust and intake open - the contaminants. Such exhaust shall discharge directly to an ings shall be located a minimum of 10 feet (3048 nun) from lot approved location at the exterior of the building. lines or buildings on the same lot. Where openings front on a street or public way, the distance shall be measured to the cen- terline of the street or public way. ` Exception: Group R -3. SECTION 402 NATURAL VENTILATION 401.5.1 Intake openings. Mechanical and gravity outdoor air intake openings, shall be located a minimum of 10 feet (3048 402.1 Natural ventilation. ( See Chapter 12 of the Oregon 11 mm) from any hazardous or noxious contaminant such as Structural Specialty Code) 2004 OREGON MECHANICAL SPECIALTY CODE 31 VENTILATION SECTION 403 rate determined in accordance with Table 403.3 based on the MECHANICAL VENTILATION occupancy of the space and the occupant load or other parame- 403.1 Ventilation system. Mechanical ventilation shall be pro- ter as stated therein. The occupant load utilized for design of the vided by a method of supply air and return or exhaust air. The ventilation system shall be based on expected average occupant amount of supply air shall be approximately equal to the load provided the average occupant load is not less than amount of return and exhaust air. The system shall not be pro- one -half the number determined from the estimated maximum hibited from producing negative or positive pressure. The sys- occupant load rate indicated in Table 403.3. The anticipated tern to convey ventilation air shall be designed and installed in ventilation occupancy load and occupancy ventilation design accordance with Chapter 6. methods shall be documented on plans and specifications. The ventilation system shall be designed to supply the required rate Ventilation supply systems shall be designed to deliver the of ventilation air continuously during the period the building is required rate of supply air to the occupied zone within an occu- occupied, except as otherwise stated in other provisions of the pied space. The occupied zone shall have boundaries measured code. at 3 inches (76 mm) and 72 inches (1829 mm) above the floor and 24 inches (610 mm) from the enclosing walls. Exception: The occupant load is not required to be deter- mined, based on the estimated maximum occupant load rate 403.2 Outdoor air required. The minimum ventilation rate of indicated in Table 403.3 where approved statistical data required outdoor air shall be determined in accordance with document the accuracy of an alternate anticipated occupant Section 403.3. density. 403.2.1 Recirculation of air. The air required by Section 403.3.1 System operation. The minimum flow rate of out - 403.3 shall not be recirculated. Air in excess of that required door air that the ventilation system must be capable of sup - by Section 403.3 shall not be prohibited from being plying during its operation shall be permitted to be based on recirculated as a component of supply air to building spaces, the rate per person indicated in Table 403.3 and the actual except that: number of occupants present. 1. Ventilation air shall not be recirculated from one 403.3.2 Common ventilation system. Where spaces hav- dwelling unit to another or to dissimilar occupancies. ing different ventilation rate requirements are served by a 2. Supply air to a swimming pool and associated deck common ventilation system, the ratio of outdoor air to total areas shall not be recirculated unless such air is dehu- supply air for the system shall be determined based on the midified to maintain the relative humidity of the area space having the largest outdoor air requirement or shall be - at 60 percent or less. Air from this area shall not be determined in accordance with the following formula: recirculated to other spaces. 3. Where mechanical exhaust is required by Table Y = X (Equation 4 - 403.3, recirculation of air from such spaces shall be Q + X - Z ) prohibited. All air supplied to such spaces shall be ex- hausted, including any air in excess of that required by where Table 403.3. 403.2.2'llransferair. Air transferred from occupied spaces is Y =1 N J , = Corrected fraction of outdoor air in system not prohibited from serving as makeup air for required ex- supply. haust systems in such spaces as kitchens, baths, toilet rooms, X = V = Uncorrected fraction of outdoor air in sys- elevators and smoking lounges. The amount of transfer air tern supply. and exhaust air shall be sufficient to provide the flow rates as Z = V /V = Fraction of outdoor air in critical space. The specified in Sections 403.3 and 403.3.1. The required outdoor critical space is that space with the greatest air rates specified in Table 403.3 shall be introduced directly required fraction of outdoor air in the supply into such spaces or into the occupied spaces from which air is to this space. transferred or a combination of both. V = Corrected total outdoor airflow rate. Exceptions: V = Total supply flow rate, i.e., the sum of all supply for 1. Where recirculation from such spaces is prohib- all branches of the system. ited by Table 403.3. V = Sum of outdoor airflow rates for all branches on sys- 2. Air transferred from spaces served by other fan tem. systems shall not be used if those systems are re- V = Outdoor airflow rate required in critical spaces. quired to meet either Section 401.7 of this code or V = Supply flow rate in critical space. Section 1317.2.2 or 1318.3 of the Oregon Struc tural Specialty Code. 403.3.3 Variable air volume system control. Variable air volume air distribution systems, other than those designed 3. Where ventilation schedule of HVAC system sup- to supply only 100- percent outdoor air, shall be provided plying transfer air is not similar to exhaust system with controls to regulate the flow of outdoor air. Such con - operating schedule. trol system shall be designed to maintain the flow of outdoor 403.3 Ventilation rate. Ventilation systems shall be designed air at a rate of not less than that required by Section 403 over to have the capacity to supply the minimum outdoor airflow the entire range of supply air operating rates. 32 2004 OREGON MECHANICAL SPECIALTY CODE VENTILATION • TABLE 403.3 TABLE 403.3— continued REQUIRED OUTDOOR VENTILATION AIR REQUIRED OUTDOOR VENTILATION AIR ESTIMATED ESTIMATED MAXIMUM OUTDOOR AIR MAXIMUM OUTDOOR AIR OCCUPANT (Cubic feet per OCCUPANT (Cubic feet per LOAD, PERSONS minute (cfm) LOAD, PERSONS minute (cfm) PER 1,000 per person) PER 1,000 per person) OCCUPANCY CLASSIFICATION SQUARE FEET' UNLESS NOTED` OCCUPANCY CLASSIFICATION SQUARE FEET' UNLESS NOTED` Correctional facilities Private dwellings, single and Cells multiple without plumbing fixtures 20 20 Garages, common for — , I with plumbing fixtures 20 20 multiple units" 1.5 cfm/ft Dining halls 100 15 Guard stations 40 15 Garages, separate for — Dry cleaners, laundries each dwelling 100 cfm per car Coin - operated dry cleaner 20 15 Kitchens' — 100 cfm Coin - operated laundries 20 15 intermittent or 25 Commercial dry cleaner 30 30 cfm continuous Commercial laundry 10 25 Livin g areas` Storage, pick up 30 35 Based upon 0,35 air changes number of per hour' or 15 cfm Education bedrooms. first Auditoriums 150 15 bedroom: 2; each per person, whichever is Classrooms 50 15 additional greater Corridors — 0.10 cfm/ft' bedroom: 1 Laboratories 30 20 Toilet rooms and — Mechanical Libraries 20 15 bathrooms' Locker rooms' — 0.50 cfm/ft' exhaust capacity of Music rooms 50 cfm Smoking lounges 70 60 intermittent continuous o cfm continuous s Training shops 30 20 Public spaces Food and beverage service Corridors and utilities — 0.05 cfm/ft' Bars, cocktail lounges 100 30 Elevators' — 1.00 cfm/ft' Cafeteria, fast food 100 20 Locker rooms — 0.5 cfm/ft Dining rooms 70 20 Kitchens (cooking)`' 20 15 Shower room °, — 50 cfm (per shower head) intermittent or 20 Hospitals, nursing and cfm continuous convalescent homes Smoking lounges ° ' 70 60 Autopsy rooms' — 0.50 cfm/ft Toilet rooms ° ' 75 cfm per water Medical procedure moms 20 15 closet or urinal Operating rooms 20 30 Retail stores, sales floors and Patient rooms 10 25 showroom floors Physical therapy 20 15 Basement and street 0.30 cfm/ft' Recovery and ICU 20 15 Dressing rooms — 0.20 cfm/ft' Hotels, motels, resorts and Malls and arcades — 0.20 cfm/ft' dormitories Shipping and receiving — 0.15 cfm/ft' Assembly rooms 120 15 Smoking lounges 70 60 Bathrooms' — 35 cfm per room Storage rooms — 0.15 cfm/ft' Bedrooms — 30 cfm per room Upper floors — 0.20 cfm/ft' Conference rooms 50 20 Warehouses — 0.05 cfm/ft' Dormitory sleeping areas 20 15 Specialty shops Gambling casinos 120 30 Automotive service stations — 1.5 cfm/ft' Living rooms — 30 cfm per room Bar 25 15 Lobbies 30 15 Beauty 25 25 Offices Clothiers, furniture — 0.30 cfm/ft Conference rooms 50 20 Florists 8 15 Office spaces 7 20 Hardware, drugs, fabrics 8 15 Reception areas 60 15 Nail salon — 25 Telecommunication centers Pet shops — 1.00 cfm/ft' and data entry 60 20 Reducing salons 20 15 Supermarkets 8 15 ( (continued) (continued) 2004 OREGON MECHANICAL SPECIALTY CODE 33 VENTILATION TABLE 403.3 —continued SECTION 404 `� REQUIRED OUTDOOR VENTILATION AIR ENCLOSED PARKING GARAGES 1 ESTIMATED 404.1 Enclosed parking garages. Mechanical ventilation sys- MAXIMUM OUTDOOR AIR t for enclosed parking garages are not required too rate OCCUPANCY (Cubic feet per P g g g operate PERSONS minute (cf m) continuously where the system is arranged to operate automati- PER 1,000 per person) • tally upon detection of a concentration of carbon monoxide of OCCUPANCY CLASSIFICATION SQUARE FEET UNLESS NOTED 25 parts per million (ppm) by approved automatic detection de- Sports and amusement vices. Ballrooms and discos 100 25 Bowling alleys (seating areas) 70 25 404.1.1 Enclosed parking garage ventilation controls. I I Game rooms 70 25 See Section 1317.2.3 of the Oregon Structural Specialty Ice arenas — 0.50 cfm/ft Code. Playing floors (gymnasiums) 30 20 404.2 Minimum ventilation. Automatic operation of the sys- Spectator areas 150 15 Swimming pools (pool and deck tern shall not reduce the ventilation rate below 0.05 cfm per I area) _ — 0.50 cfm/ft2 square foot (0.00025 m /s • m of the floor area and the system shall be capable of producing a ventilation rate of 1.5 cfm per Storage 3 Repair garages, enclosed square foot (0.0076m /s • m of floor area. parking garages — 1.5 cfm/ft 404.3 Occupied spaces accessory to public garages. Con - Warehouses — 0.05 cfm/ft necting offices, waiting rooms, ticket booths and similar uses Theaters that are accessory to a public garage shall be maintained at a Auditoriums 150 15 positive pressure and shall be provided with ventilation in ac- Lobbies 150 20 cordance with Section 403.3. Stages, studios 70 15 Ticket booths 60 20 Transportation SECTION 405 Platforms 100 15 SYSTEMS CONTROL Vehicles 150 15 405.1 General. Mechanical ventilation systems shall be pro - Waiting rooms 100 15 vided with manual or automatic controls that will operate such Workrooms systems whenever the spaces are occupied. Air- conditioning Bank vaults 5 15 systems that supply required ventilation air shall be provided Darkrooms — 0.50 cfm/ft with controls designed to automatically maintain the required Duplicating, printing — 0.50 cfm/ft2 outdoor air supply rate during occupancy. Meat processing' 10 15 Pharmacy 20 15 405.1.1 Ventilation controls for high occupancy areas. Photo studios 10 15 See Section 1317.2.2 of the Oregon Structural Specialty Code. For SI: 1 cubic foot per minute = 0.0004719 m /s, 1 ton = 908 kg, 1 cubic foot per minute per square foot = 0.00508 m /(s • m °C = [( °F) - 32]/1.8, 1 square foot = 0.0929 m2. SECTION 406 a. Based upon net floor area. b. Mechanical exhaust required and the recirculation of air from such spaces as VENTILATION OF UNINHABITED SPACES permitted by Section 403.2.1 is prohibited (see Section 403.2.1). 406.1 General. Uninhabited spaces, such as crawl spaces and c. Spaces unheated or maintained below 50 °F are not covered by these require- attics, shall be provided with natural ventilation openings as re- ments unless the occupancy is continuous. d. Ventilation systems in enclosed parking garages shall comply with Sec- quired by the Building Code or shall be provided with a me tion 404. A mechanical ventilation system shall not be required in garages chanical exhaust and supply air system. The mechanical having a floor area not exceeding 850 square feet and used for the storage exhaust rate shall be not less than 0.02 cfm per square foot of not more than four vehicles or trucks of 1 ton maximum capacity. (0.00001 m /s • m of horizontal area and shall be automati- c. Where the ventilation rate is expressed in cfm/ft such rate is based upon cu- cally controlled to operate when the relative humidity in the bic feet per minute per square foot of the floor area being ventilated. space served exceeds 60 percent. f. The sum of the outdoor and transfer air from adjacent spaces shall be suffi- cient to provide an exhaust rate of not less than 1.5 cfm/ft g. Transfer air permitted in accordance with Section 403.2.2. 403.3.4 Balancing. Ventilation systems shall be balanced by an approved method. Such balancing shall verify that the ventilation system is capable of supplying the airflow rates required by Section 403. 34 2004 OREGON MECHANICAL SPECIALTY CODE GroupWise WebAccess Message Item Page 1 of 1 Mail Message Novell. Close Previous Next Forward Reply to Sender Reply All Move Delete Read Later Properties From: 'Wang Chan" <WangC c@mbharch.com> To: JERRY WADE CC: Rix @mbharch.com Date: Tuesday - October 12, 2004 12:16 PM Subject: CPK - Tualatin, OR Mime.822 (4456 bytes) Mewl [save Asl Dear Jerry, I've just left your a voicemail earlier. I'm currently working on a restaurant design for Californian Pizza Kitchen in Bridgeport Village. My question is whether separate employee restrooms are required in addition to public restrooms, if yes, can it be a unisex or two separate ones for men and women. If there is anything else that I should be aware of in order to speed up the plan check process, please let me know. Thank you very much for your time. 0 Regards, • Wang Chan Job Captain � / GZ4 /G /064-",1 MBH ARCHITECTS / T W :r e ,� 1125 Atlantic Avenue #100 /-4-140Z e/7/60-- 77_27,1- , _.Z Alameda, California 94501 Tel 510 865 8663 ext. 243 /07.<4., 7eiCe- toys/ Fax 510 865 1611 wangc@mbharch.corn www.mbharch.com City of Tualatin Jerry Wade, CBO /-- 5 670 — 713/ ` l Plans 94s 18880 18880 SW Martinazzi Ave. — f 7 1. Tualatin, Ore o - 092 Direct 503.691.3046 f/e jwad .tualatin.ocus Main 503.692.2000 www.ci.tualatin.or.us Fax 503.692.5421 Inspection Line 503.691.3040 TDD 503.692.0574 //P • http: / /mail.ci.tualatin. or.us/servletlwebacc? action = Item .Read &User.context = qknrTdtskrF... 10/13/2004 1 ant By:'I HP LaslerJet 3100; 0000000000; 66 -13-04 11 :20AM; Page 1/1 I I . I AvrN i. jaltr WAve- o P RoA : Mai tvA V,Et Qu &z-- Kt Pdecp.! //~e QUESTIONS FOR CITY: 913 . (Q 1. . 018 X241 Project: Borders -- Tualatin, OR YZ° di-/&/7 ��'aN� ��T y/6/0y �v pe Job #: 04060.003 ots5r Building Department information: 18t80 SW Martinazzi Ave Electric /Gas Company: Ti Latin, Oregon Address (1) 503.691.304/C IN- Z°7- s174f' Phone 9evk Contact Name 6V - Jerry ` a•e, plans examiner wa k• (.e i . , n..►, , ,,L. a -t • °a.'44 Telephone ompany: County Health Dep't: Address I • I : Andress Phone P1 one Contact Na&ie C ntact Name , � '• CLeaa✓ mi,j� ;ice s e s TYi'fR ,0 Water le 'ompany; - 1 �fe.G. .� !� /r2 /tam , ec G Address ) 185 0 i. ■ M/•�.ra✓ Av' y F e'73epartmcnt Inform� - G92, yvev - Andress 7Y / sat. L�,sti/o e./. Phone s s ,Se 4 �� • Contact Name t�i✓• Phone s G / - 7o av Contact Name f"`'''"'' A 5 l 7evie e /�./ .6 T iffc #7" / /e.✓ „ ‘ft- °°" 4 , 1 , p'aac 6 c2 °7003 t 1:: What building code are you under? Z . , SS. 1 What accessibility code are you under? oSSC. thyAf/ // 31 What electrical code? �' 4,� Do you require energy calculations? yes V � 5.� What mechanical code? 6.1 What plumbing code? 7. What fire prevention code? I 8. What county arc you in? Washington Y 5 9. .What is the contact info for the County Health Department? (fill in above) C, , 72 1 t1. Is there a separate review for sewer /sanitat ( if yes, get contact information) f'�..1 sNf� . 1 1 , Is there a separate review for fire? No - handled b plans examiner i . How many sets of plans do you need for submittal? n fo T� gress review; 3 for permit review i . How many sets of speci do you need for submittal? 6 + , ` t- Vi L tD � 8pV — rope • '' . What ail: the fees? 'gAt'Ep o� 1 TO '�� o ° . How long does the revie* take? s - �,.,0. T. y . s y - 6. w Id's / 3 - y` r i . Is there a plan expedite option? Actor ,er 7-A.: 77,7L. .. 7. May the drawings be mailed in, or do they have to be walked in? Mailed . (if yes to 414) Does the licensed architect need to bring them in, or can a staff e/ " member bring them in? Sr".FF o 12.- re-I "'G`' 19. Are there any other reviews or approvals? s �j 1 � C , / /W ir k /44 /if Latol , e/e • ` a419 � 1 GroupWise WebAccess Message Item Page 1 of 1 Mail Message Novell. Close Previous Next Forward Reply to Sender Reply All Move Delete Read Later Properties From: "Allen Evans" < AIIen .Evans @hendersonengineers.com> To: MIKE COCHARO CC: JERRY WADE, Doug .Everhart@hendersonengineers.com Date: Thursday - December 16, 2004 5:03 PM Subject: CPK at Bridgeport Mime.822 (7588 bytes) Vie (Save Asi Mike, We are looking at building a California Pizza Kitchen (CPK) at the Bridgeport site. We have some questions regarding the grease waste system and the requirements for which plumbing fixtures should be connected? Are all plumbing fixtures in the kitchen to be connected to the grease waste system? If not, which of these items should be? Hand Sink Dishwasher Garbage Disposal Floor Drains Floor Sinks Mop Sink 3- Compartment Sink Prep Sink Also, here are a few other questions that I have. 1. Do you allow flat venting? 2. Are trap primers required everywhere? 3. Can the condensate drains from rooftop units discharge on the roof? Thanks and I look forward to hearing from you soon. Allen R. Evans, P.E., C.I.P.E. Henderson Engineers, Inc. 8325 Lenexa Drive, Suite 400 Lenexa, KS 66214 Direct: (913) 307 -5517 Fax: (913) 307 -5400 Allen.Evans@hendersonengineers.com Licensed in the State of California http: / /mail.ci.tualatin. or.us/servlet/webacc? action = Item .Read &User.context = iyjtYbowoq... 12/17/2004 CITY OF TUALATIN 18880 SW MARTINAZZI AVENUE 0 TUALATIN OR 97062 -7092 6 503 - 692 -2000 SANITARY SURFACE WATER PERMIT 6 (1 . . d Date Z • O Water District 77,ci (-d Project No. O6 3 -7 Slot , Block Of E P V Owner Name r Ye tc- Owner Phone 3 10- 3 Na - YGo ' E, � AF • �•f no. 0* ��`" • A Address /City /State /Zip ( S 3 kiQsr eizi �-C Iti . e7ne 4/ S Connection Address '? I5 � /4 L'13yee A ) 4ax Map X 51 ,�� vivo Surcharge Dist. Treatment Plant Qtr Sec Upstrm MH Type of Connection Type of Installation Type of Occupancy (4 - 2 '»+ Connection Fees: Residential Commercial 16.6 Dwelling units Fixture units Service units Impervious sq ft Miscellaneous Sewer connection yi DC • n a Surface Water Systems Development Fees: Water Quality Less credit < > Water Quality Less credit < > Expiration Date Issued By Signature,' App Phone App Name Affiliation Remarks Permit conditions: The applicant agrees to comply with all the rules and regulations of Clean Water Services. When calling for an inspection, please refer to the Permit Number. The Permit expires one hundred eighty (180) days from the date of issuance. The District does not guarantee the accuracy of the location of side sewer laterals. CLEAN WATER SERVICES 155 N. First Avenue, Suite 270, Hillsboro, Oregon 97124 (503) 846 -8621 Frm /SaniWtr Permit (7/2002) WHITE - C.O.T. YELLOW - Accounts PINK - Inspection GOLD - Customer i DATE: 3 -9 -0c 1 PL CHECK NO.: D ANS S 3��5 PROJECT TITLE: COUNTYWIDE TRAFFIC IMPACT FEE APPUC NT: WORKSHEET MAiIJNG AD (FOR NON - SINGLE FAMILY US te ; 3 i" L�/X- C14� y zt' • / 1 g TY 1 Z IP r J , 0 (.7,t. ( A /12,...0 6,-. ind VS RATE PER TAX MAP NO LAND USE CATEGORY TRIP , 5/ / / 3 �� 11v0 sITUS NO. RESIDENTIAL � ss: 4� ;, BUSINESS AND COMMERCIAL $69.00 OFFICE 0 ...... INDUSTRIAL 590 INSTITUTIONAL _ $; // PAYMENT METHOD: CASH/CHECK CREDIT . INSTITUTIONAL ONLY: BANCROFT (PROMISSORY NOTE) , LAID USE CATEGORY OF Q YVEEKDAYAVG. TRIP WEEKEND AVG. TRIP _ DEFER TO OCCUPANCY ..; (J d f USES [WEEKDAY 4// 4 7 1 / 1 RATE iLIZT BASIS: C 6 r6 3 -.-- /boa =1 F6 CALCULATIONS: ' 7 /, Vi 'k •:? �o ; �'° — f 3 o 13 PROJECT TRIP GENERATION: FEE: - -1 f4t/. - FC R ACCOUNTING PURPOSES ADDITIONAL NOTES'. Y r ROAD AMT:: TRANSIT AMT.: PREPARED BY: May 21, 2002 D.'Weveltif4Wakshee1 CC: WASHINGTON COUNTY TIF NOTEBOOK MAYES TESTING ENGINEERS, INC. s 1 34 h Office SW 16 `' i ; Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 MTE No: P5140 Tacoma, WA 98499 Project: California Pizza Kitchen ph 253.584.3720 Address: 7315 SW Bridgeport, Tigard, Oregon fax 253.584.3707 Permit No.: 05 -3775 City of Tualatin Portland Office 7911 NE 33rd Drive Suite 190 Owner: Portland, OR 97211 ph 503.281.7515 Engineer: Sierra Engineers fax 03281.7579 Architect: MBH Architects Contractor: Shawmut Design and Construction Page: 2 Date: August 10, 2005 Weather: Overcast Inspection: Structural steel erection Samples: None MTE representative was on site at the California Pizza, Bridgeport Village project, per request, to provide verification of the welder qualification test records and weld procedures, in conjunction with visual special inspection of the entry canopy framing to supporting steel at the structural steel columns and header. Verified single pass fillet welds, per prints details on A through F /S0.2, contract documents, AWS D1.1 -02 and IBC guidelines. Observation and inspection have shown sound weld quality that is in compliance with the print details provided as well as the AWS D1.1 -02 and the IBC -04. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Raymond Steele AWS #94100411 COP #639 OBOA #333 REVIEWED BY: Mark A. Galusha, P.E. c: Jesus Sierra - Sierra Engineers Rick Nelson -MBH Architects City of Tualatin Building Official i rJ N CITY OF TUALATIN 18880 SW Martinazzi Avenue 0 Tualatin, OR 97062 1 (503) 692-2000 ,...., THE MAXIMUM CAPACITY APPROVED FOR THIS AREA 220* PERSONS I *INCLUDING OUTDOOR SEATING As required by ORS 479.195, this notice Occupant Name: CALIFORNIA PIZZA KITCHEN shall be securely fixed and posted in a Occupancy Type: A -2 conspicuous place readily visible to Address: 7315 SW Bridgeport Rd, Tigard, OR 97224 occupants of the room. Building Number: N/A Capacity Established and Posted by: John Stelzenmueller IT IS UNLAWFUL TO REMOVE THIS NOTICE Title: Building Official Date: September 12, 2005 This notice should be posted under glass and/or in a permanent frame in an area visible but not accessible to the occupants of the assembly area. • � . `/^ v � Alt DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON BUILDING SERVICES DIVISION #350-12 ��D7 155 NORTH FIRST AV., H|LLSB�)RO, OR 97124 COUNTY, PHONE: 503/846-3470 OREGON RE[JUE3TS(%4hourw): 503/848'3899 Permi : O5lV42b4 Pro Je It : P012.7:3 Status:HPPR0VED Issued :O3/29/2OD5 Expzoea: 03/29/2007 Req. Date: 10/03/2005 Composition Type : COMELEC Construction Type:: UTH Perm i t Ti tle: Comme.rcial Electrical App l i ed Da te : O3/29y2OO5 Description: CALIFORNIA PIZZA KITCHEN - 4 SIGN CONNECTIONS Page: 685 Gz`id : G2 ` Address: 7315 SW BRIDGEPORT RD, Tl6ARD Location: Parcel:29113DB01700 0cc: Owner Name:B V CENTERCAL LLC Phone: Applicant Name:MEYER SIGN COMPANY Phone: 503-620-820O Contractor: MEYER SIGN COMPANY Phone: 503-620-8200 Inspector Comments: Approved ------- _ Denied �.��-'��^��~�________________ � -_ � L oust /� _�_- �3 eau U< (^ 4 ( � )r � /� -- - ------`--- � ------------ Elesu`C= InSPector ----------------` ------ --------- �03.`846 75 4 m"e - ~� Y �� ALL CORRECTIONS 'MUST BE IMIADE DAYS. 0u t standi n�J Fermi Permits »��° ��____ 3 �� % � ____ Inspected By: Date: ****** Items Requemted to be Inspected ****** -� Item It Inspection Description Requestor 416 Electrical Sign NANCYK PA AP ON 'VP AM ' ' 40, DEPARTMENT OF LAND USE & TRANSPORTATION WASHINGTON BUILDING SERVICES DIVISION #350-12 �� 1SB�RTH FIRST AV..H|LLSB{�RO.(�pK9T124 ~~`~~~-'--, PHONE: 503/846-3470 OREGON ..~~~~~~~~~^ (� |��ECT|ONREQUESTS (24hwonw)/803/84G'3699 �ermz t ft: 194038 Pro ` /ect PG12J37f Status: APPROVED Iesued:05/23/2005 Expires:05/23/2007 Req. Date: 09/23/2005 • omoosi tion Tp[»e: C0MELEC Construction Type EPR Permit Title:Commenczal Electrical Applied Date:03/24/2005 IKSCHPTION: GAMMA PIZZA KITCHEN - (6) 300A` (3) 400A. 124 CKTS ABDBN(2) LE Page: 7/7/05 ^'^^~~ 6rzd: Address: 7315 SW BRIDGEPORT R&, TUAL HT(N Location: Parcel: 0cc: . � Owner Name: Phone: Av�/ icanL Name: FANLHER DEVELOPMENT Phone: 503-258-180M Con tractor : SToNEH ELECTRIC Phone: 503-482-6500 lnaPe.rtor Cer,mmen : Apozoved -----------________ Denied Partial ____ ------------------------------------------------------------------------- �� (4 4v ------------------------------ County �Y�� _-_ ��u�=^'— _ ��M � �� --- � _ �^ � ��u� �� y�� ~._ pAuST REMADE 20 DAYS. Outstanding Permits WI THIN ��- � lnsp Bv: Date: 4 1.) 7- ****** Iteme, Requested to be Inspected **°**° Item 4 inspection Description Requestor 499 Final Electrical DatEx-Voice PA AP DM IVR AM 353434* Request for insp.4 499 499 Final Electrical DatEx-Voice ' PA AP DN IVP AM 353434* Request for insp.# 499 ****°**** Inspection History **°******* item It Description Insp. Date Inspector Approval 402 Underground Electric 06/09/2005 DLS ^ AP • Comments: IVR6 - inspection :OOOO* • Revolving Doors Page 1 of 2 , Reply . Reply to all • Forward j X 4 ' Close a Help From: McMullen, Eric T. [Eric.McMullen @tvfr.com] Sent: Fri 9/9/2005 12:19 PM To: Jerry Wade Cc: Subject: Revolving Doors Attachments: View As Web Page It looks like the door at the California Pizza Kitchen meets the exiting requirements detailed below. Eric 1008.1.3 Special doors. Special doors and security grilles shall comply with the requirements of Sections 1008.1.3.1 through 1008.1.3.5. 1008.1.3.1 Revolving doors. Revolving doors shall comply with the following: 1. Each revolving door shall be capable of collapsing into a book fold position with parallel egress paths providing an aggregate width of 36 inches (914 mm). 2. A revolving door shall not be located within 10 feet (3048 mm) of the foot of or top of stairs or escala- tors. A dispersal area shall be provided between the stairs or escalators and the revolving doors. 3. The revolutions per minute (rpm) for a revolving door shall not exceed those shown in Table 1008.1.3.1. 4. Each revolving door shall have a side - hinged swinging door which complies with Section 1008.1 in the same wall and within 10 feet (3048 mm) of the revolving door. TABLE 1008.1.3.1 REVOLVING DOOR SPEEDS POWER- DRIVEN -TYPE MANUAL -TYPE INSIDE DIAMETER SPEED CONTROL SPEED CONTROL (feet - Inches) (rpm) (rpm) 6-6 11 12 7-0 10 11 https: / /email. ci. tualatin. or. us /exchange /J WADE/Inbox /Revolving %20Doors. EML ?Cmd =o... 9/11/2005 Revolving Doors Page 2 of 2 7-6 9 11 8-0 9 10 8 $ 8 9 9-0 8 9 9-6 7 8 10-0 7 8 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm. https: //em ail. ci. tualati n. or. us /exchange /J WADE/I nbox /Revolving %20Doors. EML ?Cmd =o... 9/11/2005 . 4 Reply 4 Reply to all �4 Forward ;J 4U )( 4 4 Close Help From. McMullen, Eric T. [Eric.McMullen@tvfr.com] Sent: Fri 9/9/2005 12:40 PM To: Jerry Wade Cc: Subject: Sprinkler Obstructions Attachments: r Vi • w As Web P. • e li Jerry, I'm not sure if the hanging paper squares in the noodle place we looked at today meet this requirement or not? One could argue whether or not they are fixed obstructions and that individually they are not 4 ft wide. They are, however, collectively over 4 feet wide as they overlap one another. I think it's also interesting that the explanatory section (A.8.5.5.3) listed below specifically indicates that slats or open grates are not acceptable alternatives. I feel that based on this language, they are obstructions to sprinkler discharge. Eric 8.5.5.3* Obstructions that Prevent Sprinkler Discharge from Reaching the Hazard. Continuous or non - continuous obstructions that interrupt the water discharge in a horizontal plane more than 18 in. (457 mm) below the sprinkler deflector in a manner to limit the distribution from reaching the protected hazard shall comply with 8.5.5.3. 8.5.5.3.1 Sprinklers shall be installed under fixed obstructions over 4 ft (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, and overhead doors. 8.5.5.3.2 Sprinklers shall not be required under obstructions that are not fixed in place such as conference tables. 8.5.5.3.3 Sprinklers installed under open gratings shall be of the intermediate level/rack storage type or otherwise shielded from the discharge of overhead sprinklers. A.8.5.5.3 Frequently, additional sprinkler equipment can be avoided by reducing the width of decks or galleries and providing proper clearances. Slatting of decks or walkways or the use of open grating as a substitute for automatic sprinklers thereunder is not acceptable. The use of cloth or paper dust tops for rooms forms obstruction to water distribution. If dust tops are used, the area below should be sprinklered. 8 ft 0 in. (2.5 m) +/- 4f10in. (1.3 m) +1- Sprinkler ZINIIIIIIIMIIIIMI. (457 mm)$ ari-II ` ,i (1.344 - —I 1 I i Egress Doorrss Page 1 of 1 Reply 4 Reply to all Q Forward ta A x l 4 i Close I • Help From: McMullen, Eric T. [Eric.McMullen @tvfr.com] Sent: Fri 9/9/2005 12:23 PM To: Jerry Wade Cc: Subject: Egress Doors Attachments: View As Web Page Jerry, Below is the language we spoke about today regarding egress doors being distinguishable. The same language is also found in Section 1027, which covers maintenance and is not found in the OSSC. Eric [B] SECTION 1008 DOORS, GATES AND TURNSTILES 1008.1 Doors. Means of egress doors shall meet the require- ments of this section. Doors serving a means of egress system shall meet the requirements of this section and Section 1017.2. Doors provided for egress purposes in numbers greater than re- quired by this code shall meet the requirements of this section. Means of egress doors shall be readily distinguishable from the adjacent construction and finishes such that the doors are easily recognizable as doors. Mirrors or similar reflecting ma- terials shall not be used on means of egress doors. Means of egress doors shall not be concealed by curtains, drapes, decora- tions or similar materials. httos: // email. ci. tualatin. or. us / exchange /JWA TDF/Tnhmr/Forrc Coi,.)fl lnnrc RAM 0/1 1 nnn Inspection Page 1 of 2 Washington County, Oregon r,:: - Environmental Health g " T Dept. of Health & Human Services "' Details of 25000223 for California Pizza Kitchen Inspection # Date Inspected: 11013112005 Final Score: 195 > Inspection Type:.1Semi ± Food Rule Violations and Requirements Comments Ready- to-eat food is not properly date marked, Most items in refrigeration are date marked. 2 Items specifically: !not marked pre- cooked chicken in container and 'grated cheese. Pizza station scoops stored in cheese with handle touching product. Pizza slicer stored in container. And In -use dispensing utensils are not properly stored, small spoons stored in pull out refrigerator drawers specifically: with handles in product. Also in paper cup and plastic container in dry storage bins. Provide scoops with handles. Water at handwashing lavatories is at improper temperatures, not provided through a combination No hot water at handsink in waitstation near soda pop faucet or properly metered, or an automatic machine. handwashing facility is not installed according to manufacturer's instructions, specifically: Food packaged in the establishment or bulk foods are bulk bins in dry storage not labeled. not properly labeled, sp_ ecifically: • A handwashing facility is not accessible, is used for Found dirty cup in handsink on cookline. Handwash purposes other than handwashing or is not operated sinks are handwashing only. properly, specifically: Cold Food Temperatures 45 °F (7 °C) or below required. Two degrees 2 °F (1 °C) of tolerance given Pizza station Cheese 45F. Shrimp 41F. Cookline based on thermometer accuracy. State Health Code Salsa 45F. Dressing 41 F. Chicken 41F. will require all potentially hazardous foods to be held at 41°F (5 °C) beginning on January 1, 2007. Hot Food Temperatures 140 °F or (60 °C) or above required. Two degrees 2 °F (1 °C) of tolerance given Soups 145F. based on thermometer accuracy. Dishwashing Methods: 169.3F. At the rack. High temp dishwasher Would you like to try another "Restaurant Inspection ?" Washington County Administration voice: (503) 846 -8722 Dept. of Health & Human Services Administration Fax: (503) 846 -4490 Environmental Health TTY: (503) 846 - 8601 155 N. First Avenue, Suite 200 E -Mail to: Hillsboro, OR 97124